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HomeMy WebLinkAboutPermit M10-051 - WESTFIELD SOUTHCENTER MALL - SEAFOOD CITYSEAFOOD CITY - MARKET 1368 SOUTHCENTER MALL SUITE 100 M10 -051 City &Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us MECHANICAL PERMIT Parcel No.: 9202470010 Address: 1368 SOUTHCENTER MALL TUKW Project Name: SEAFOOD CITY - MARKET Permit Number: M10 -051 Issue Date: 04/30/2010 Permit Expires On: 10/27/2010 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: DAVID NORTH Address: 2000 SE HANNA HARVESTER DR , MILWAUKIE OR 97222 Email: DAVEN @PMC -G.COM Phone: 503- 969 -7892 Contractor: Name: PORTLAND MECHANICAL CONTRS Phone: 503 - 656 -7400 Address: 2000 SE HANNA HARVESTER DR , MILWAUKIE OR 97222 Contractor License No: PORTLMCO24KA Expiration Date: 02/27/2012 DESCRIPTION OF WORK: INSTALL NEW REFRIGERATION CASES AND COMPRESSOR UNITS. ALSO INSTALL WALK -IN BOXES Value of Mechanical: 312,000.00 Type of Fire Protection: SPRINKLERS /AFA Permit Center Authorized Signature: Fees Collected: $3,398.06 International Mechanical Code Edition: 2009 Date: OV, 3646) 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 t performance of wor . I am authorized to sign and obtain this mechanical permit. ) Signatures - Date: Li / 3 0/1 0 Arlu<c WetGirit j Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IMC -4/10 M10 -051 Printed: 04 -30 -2010 Parcel No.: 9202470010 Address: Suite No: Tenant: • il City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS 1368 SOUTHCENTER MALL TUKW SEAFOOD CITY - MARKET Permit Number: Status: Applied Date: Issue Date: M10 -051 ISSUED 04/16/2010 04/30/2010 1: ** *BUILDING DEPARTMENT CONDFFIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. 7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 9: 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. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4)(EXTEND SPRINIC.ER PROTECTION TO THE WALK -IN COOLERS /FREEZERS.) 13: 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) 14: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) doc: Cond -10/06 M10 -051 Printed: 04 -30 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 15: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. (EXTEND FIRE ALARM NOTIFICATION TO THE WALK -IN COOLERS /FREEZERS.) 16: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 17: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 18: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 19: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 20: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 21: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 M10 -051 Printed: 04 -30 -2010 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Print Name: r.16r ti)--F4ua Date: % 13 c// a ordinances governing or local laws regulating doc: Cond -10/06 M10 -051 Printed: 04 -30 -2010 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwwci.tukwila.wa.us Mechanical Permit No. t IV- os-1 Project No. (For office use only) MECHANICAL PERMIT APPLICATION 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 13 69- Site Address: Scx. c eN7 7- j Tenant Name: c.i Ty Property Owners Name: .Sourn CeA/Tr-/Z /l•t MILL King Co Assessor's Tax No.: Suite Number: I'j CJOFloor: New Tenant: ,E' Yes .. No Mailing Address: City State Zip CONTACT PERSON - Who do we contact when your permit is ready to be issued Name: MP v,a .Vc, 7'N Day Telephone:? Mailing Address: 000 SE HAWN* Mf2I/ecla _ O R M, /wit oleic mg_ 92 z72 -?5? State Zip E -Mail Address: ..nnv1N it 2 Pf4. N - & . Co M City Fax Number: sb3 6.1?" MECHANICAL CONTRACTOR INFORMATION Company Name: P it/m6 //y /WO Me, Ci-MAPC/AL Mailing Address: ) [,'to E /MTh rl 1114 R VES `7"ER Contact Person: -7T2 ,D D SH�PDe��J E -Mail Address: TSHip pew./ � PMC - 6 lei Contractor Registration Number: CCCit MCe-1.2 /K/ Ccv1j72A -c7D i S Thx. Mit WAuia-,/5 c iZ, `) ) 72 2 – 7.0S— City State Zip Day Telephone: .37D3 4,SG - %Vex) Fax Number: .-5-0 3 lc'Sb - ‘38.3 Expiration Date: he Z`) 201 L_ ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: Fax Number: City State Zip Day Telephone: H:\Applications\Forms- Applications On Line\2009 Applications \I -2009 - Mechanical Permit Application.doc Revised: 1 -2009 bh Page 1 of 2 • • Valuation of Project (contractor's bid price): $ 3 t , Scope of Work (please provide detailed information): 44/.S7))' // .AJ L ./ /2c .r.gSr *A714:,a/ 1,T4ZS 41—NO c 4,oAL r p 1,,0f7—r . fiA0 /' —/v gev)yes- Use: Residential: New ❑ Replacement ❑ Commercial: New ,' Replacement ❑ Fuel Type: Electric ❑ Gas ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Fumace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or addition to Heat/Refrig/Cooling System Incinerator – Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM ,' Incinerator – Comm/Ind PERMIT APPLICATION NOTES - 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. The Building Official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHO IZE NT Signature��� Print Name: �L )i4- U / 0 NO 2571 Date: 9/' . a I 0 Day Telephone: SD3 96 9 / 8", 2. Mailing Address: 4:;200e) /-/Z¢it/A/gt /i/f/2-Ve -9ea. 230 kuyv/6te on 972.7_ -75'9J City State Zip Date Application Accepted: -k10-(0 Date Application Expires: 10 0— ( (D_ ( Staff Initials: H: Applications\Forms- Applications On Line\2009 Applications \I -2009 - Mechanical Permit Application.doc Revised: 1 -2009 bh Page 2 of 2 City of Tukwila Department of Commiinity 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 Parcel No.: 9202470010 Address: Suite No: Applicant: SEAFOOD CITY - MARKET 1368 SOUTHCENTER MALL TUKW RECEIPT Permit Number: Status: Applied Date: Issue Date: M10 -051 ISSUED 04/16/2010 04/30/2010 Receipt No.: Initials: User ID: Payee: R10 -01075 JEM 1165 Payment Amount: $63.00 Payment Date: 06/16/2010 01:08 PM Balance: $0.00 DAVID NORTH TRANSACTION LIST: Type Method Descriptio Amount Payment Cash Authorization No. 63.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 Total: $63.00 63.00 PAYMENT RECEIVED doc: Receiot -06 Printed: 06 -16 -2010 1 City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 9202470010 Permit Number: M10 -051 Address: 1368 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 04/16/2010 Applicant: SEAFOOD CITY - MARKET Issue Date: Receipt No.: R10 -00704 Initials: WER User ID: 1655 Payment Amount: $2,718.45 Payment Date: 04/26/2010 11:00 AM Balance: $0.00 Payee: PLUMBING & MECHANICAL CONTRACTORS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 62048 2,718.45 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 2,718.45 Total: $2,718.45 PAYME RECFIVE T doc: Receiot -06 Printed: 04 -26 -2010 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 9202470010 Permit Number: M10 -051 Address: 1368 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 04/16/2010 Applicant: SEAFOOD CITY - MARKET Issue Date: Receipt No.: R10 -00649 Payment Amount: $679.61 Initials: WER Payment Date: 04/16/2010 09:35 AM User ID: 1655 Balance: $2,718.45 Payee: PLUMBING & MECHANICAL CONTRACTORS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 62042 679.61 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 679.61 Total: $679.61 doc: Receiot -06 Printed: 04 -16 -2010 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Mid -OSr CITY OF TUKWILA BUILDING, DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA`98188 PERMIT NO. (206)431 -3670 Pro' t: ,.-„,c-,,..) c_ T Type of nspectior� A Address: i 68, Sc ✓tit ! 3 Date Callled: Special At'�"' Instructions: Date Wanted: a.m. - (V ) Requester: PhonJe 0: 3 - 9 ‘,q--61-0.4.5 4 i iti % `i'iCd 6914Et x pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ..,J '4 ( � tes / Date 7e2 7 fZad D $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit /71/e -4s7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ',0- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro' / / �y PiiiJO�G{ t'� c J Type of Inspection: /2 r: v- --er fc.%vl, Address: / Date Called: Special Instructions: Date Wanted: 6, s.`V -- /a Requester: Phone No: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: specto Date —2V —/v 61.00 REINSPECTION ` E REQUIRED. Prior to inspection, fee must be p d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: IbISPECiION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Proje j �((/7 , Type of Inspe�t�ion: /�- -, Address: /, Date Called: I Special Instructions: 7 A.-.6 ?/, Date Wanted: /a.m. I n l .. RD p.m.: Requester: Phone No: — 5 Cs� 5 _� 5 ��3 d ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: , 7 A.-.6 ?/, 1 - r L., ~- f/l /AY'," spect Date: 4. e, G /4/ �0 �EE REQUIR Prior to inspection, fee must b r Blvd., a 100. Callao schedule reinspection. f 0.00 REINSPECTION e paid at 6300 Southcent p n. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206)431 -3670 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Proje �/{{ }}/ ; 7.— Type of Inspection: , ,vv Al Address: -A-4, i Date Called: Special Instructions: Date Wanted: l "` I P.m. Requester: [.__ 6) :1 Phone No: HE Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: 0 ail f A r) e'er /, L✓ i 1 /'- -� 1) [.__ 6) :1 A If HE rt f-1.5 2 / r S J`e 6 .P� \ A.i _____ 4 ,, Dater 7 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit M I c( PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: 5e,+4fUJoi ci +U4J OL3t Type Inspection: ,, AA � - l �1 Address: Date Called e$ j . - �-�— Special Instructions: Date Wanted: l V `� �y 7 p.m. Requester: 140 0 (L s I) L 1( (010 0 -. rec' Phone 3 _ r753_669% 6P- M- 6,(j.. -/ Q to ✓7,- / o�oP a= Corrections required prior to approval. COMMENTS: !'P jr<eLe,r 9rva.., k ,2 S -5tP 2' C I) A r Z_r -r-f" A42 Pr 6 J- 40 - 6 eA-u- A-P C.0 A ' c ir w I( ✓tees `r-U L -e StNP0 c-- Q : &,eex P 1-6A c.-4 c sr r..a --f , Lie wt 6_,i5 3(-J . Wei i.cil3 c ro''* . -o 6 140 0 (L s I) L 1( (010 0 -. rec' -0 6 (r1 Y --rt,u 5 fl. dam— A 6P- M- 6,(j.. -/ Q to ✓7,- / o�oP a= w 6 r�'�- • Co /Lc r (6. �� -o , S0� .� (1't-- 1 1'1 c-1 6 r ,s-tr.,-..cc v /r,4-\ su p poi f .51°,..I,Lk' Inspecdr: Date: $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 1Date: e INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: c Sprinklers: Type of Inspection: Hood & Duct: Monitor: 6w.a., Address: 13/4,c6 Suite #: S G , v,, a \ ( Contact Person: la i?.,.eeeS Special Instructions: .- Phone No.: 71 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: 6w.a., Pre -Fire: Permits: Occupancy Type: MP 4-, - () e cs:o+P_ .- C�k Qe (-1 'Y 4 av � °1r� c,,n �a No L S Q t�Jol t," 91-04,---k^ Gr o.'- A- ; f' 5'0 ;/ Le y P >r .e a l0,/ e a n/d A h -c v`. 0 C / • ic,-, (7c P' e.....)G-r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: 6w.a., Pre -Fire: Permits: Occupancy Type: Inspectoi..,1'\ .s-1 I Date: (0 125 li b Hrs.: } $80.00 REINSP ON FEE REQUIRED. You will receive an invoice from the City of Tukwila Finan Department. Callao schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 LTC' LAUREN THOMAS CONSULTING, LLC /II /6 --057 10372 SW Bonanza Way Tigard, OR 97224 503- 317 -1023 ltcstructural @gmail.com Seafood City (#10-0096) 1368 South Center' Blvd. Seattle, Washington R E C E I E DClient: Hill Phoenix Cooler Division JUN i L01O LTC #: 10 -19 B( UM% Date: -6/10/10 DEPARTMENT By: Lauren Thomas, P.E. THESE CALCULATIONS ARE VOID IF SEAL No. of Calculation pages included: 37 pages Engineer has been retained in a limited capacity for this project. The design of this project is based upon information provided by the Client who is solely responsible for the accuracy. No responsibility and/or liability is assumed by, or Ls to be assigned to the Engineer for items beyond that indicated on these sheets. Not valid without original signature in blue ink. Project Design Criteria Design per 2006 International Building Code as revised by the State of Washington. Provide vertical and lateral analysis of four freestanding indoor freezer /cooler boxes constructed using a Panelized System. Concrete foundation to be designed by others for loads designated on drawings. a) Floor live load: N/A b) Roof Live Load: 10 psf c) Roof Snow Load: N/A d) Wind Design: N/A e) Earthquake Design: Ie = 1.0 Occupancy Category = II Ss= 1.205; S1 =.416 Site Class = D Sds= .82;Shc =.44 Seismic Design Category = D Force resisting system = Shearwalls Base Shear =.126W R =6.5 Procedure = Equivalent Lateral Force Procedure ASCE -05 Section 12.8 w�- ()47 m\r-1= 5(4.5 - 23P�-� LTC LAUREN THOMAS ConIDR7N4 uc 10372 SW B Way Tigard, OR 97224 503- 317 -1023 Itcst ructu ral ®gmail.rom Project Name Seafood City Project # 10 -19 Location 1368 South Center Blvd., Seattle, Washington Client Hill Phoenix Cooler Division By LMT Date 5/26/10 Page 1 of 57 Calculation for Seismic Forces, using Analysis per ASCE 7 -05 'Q.>c3X (For Buildings, per section 12.8, "Equivalent Lateral Force procedure ") Spectral Response Accelerations: (from maps) SS = 1.205 0.2 sec. S1= 0.416 1.0 sec Determine Site Coefficients: (from Table 11.4 -1 and 2) Fa = 1.018 F„ = 1.584 Sr„, = Ss x Fa = Sm1= S1xFv= Sps = (2/3) Sms = SD1 = (2/3) Sm1 1.227 0.659 0.82 0.44 Site Class: D Occupancy Category: II Seismic Design Category (SDC): D Compute Approximate Fundamental Period: For Buildings: Ta = (C1) (hn)5 Ct = 0.02 hn = 9 (Use Site Class D unless Geotech Report available) (From Table IBC table 1604.5) (From Tables 11.6 -1 and 2) x= 0.75 Ta = 0.104 Structure Type (from Table 9.5.5.3.2) c, Steel Moment - resisting Frame Reinf. Conc. Moment - resisting Frame Eccent. Braced Steel Frame All other structural systems 0.028 0.016 0.03 0.02 0.8 0.9 0.75 0.75 To = 0.2SD1 /Sps = Ts = SD1 /SDs = T� = 0.107 0.537 16.00 If Ta > To, < Ts, Use Sips for design per Fig 22 -15 Calculate Base Shear: V = CS W (Eq. 12.8 -1) Response Coef. R = 6.5 (From Table 12.2 -1) Structure Weight W = 8693 Ibs Importance Factor I = 1.0 Cs = Sps /(R /I) = 0.126 (Eq. 12.8 -2) V = Cs W = 0.126 W = 1099 Ibs ( -j )Ci 31 (Eq. 12.8 -1) V = SD1/T(R /I) = 0.654 W (Max.) = 5682 Ibs t �� (Eq. 12.8 -3) V = .01 W = 0.010 W (Min.) = 87 Ibs (Eq. 12.8 -6) 3e: (12_>( .%2_)( c-,)- 3,2- 1-(r4) LAUREN TNCHAS CONSULTING. LLC 10372 SW Bonanza Way Tigard, OR 97221 503- 317.1023 Itcstruttura RQgmailrom Project Name Seafood City Project # 10 -19 Location 1368 South Center Blvd., Seattle, Washington Client Hill Phoenix Cooler Division By LMT Date 5/26/10 Page ��of l,v = \cap iS 1tC 3ca, 2-(-007-in z 22G* z 2 2c ( r 2-02S '4 (-Y- Z 2 3,GI,11i C 2, LTG E.JREN TNOMAS CoNS11t7WG uC 10372 SW Boaaa :a Way Tigard, OR 97224 503 - 317 -1023 Itutructural@gmail.com Ae 0 0 • 1 0 V OOD BEAM age ( - 2 X 5; 8.- " B� TSC ®DEAN END PSA /2 3/8`0 2" AIR SPACE V ,C6X82„.1., 1- C6X8 8.2_ (REvR'cERAoN/ 2 O RACK 4750 Qo O ` I X-64=/.2 LB a 12 Y Y o c CI:I! --') \ ICID \C6X8.2 P.C. 'o WOOD B 3 - 2 X 5) rr = 4 U m I, \ I v 0.)1 L� \r"z 5 2 \ G go CII-- Project Name Seafood City Location 1368 South Center Blvd., Seattle, Washington Client Hill Phoenix Cooler Division Project # 10 -19 By LMT Date 5/26/10 Page 3 of` ray 2 jti9 (cfl 6\ 6( b - I1 (4)(q)(Ui\ } (4k)(S,5)( me-4, (4)Cg) C (,)(11, 4.� I, I de-- fi.co 0 2j( )0) Vfk C_C \ e 11 61.4 -4P' C1R- -7 C46>C-ci}rf5\4- C4\(g)CL=,1(4---s) t (4)(Z)(ce,c)2- z z 11 (00 11 1 1-11! ' = 2‘0 ( t- Imo* LAUREN THOMIAs CONSUL uc 10372 SW Bonanza Way Tigard, OR 97224 503 -317 -1023 Itcstructural@gmail.com (;_t (`N Project Name Seafood City Project # 10 -19 Location 1368 South Center Blvd., Seattle, Washington Client Hill Phoenix Cooler Division By LMT Date 5/26/10 Page of v (.6.c-(_ )( 1co12 ` tco1 -P. z Q�2 ,.;---4° -z -1,l c Z.1 C�� Z (4 )(9)(' ' (4)f4.s>(\z-)1" zcL(()(6i 1 ( o Tkv--Z c�����Ccd1 LM)(- k`» F-c LTC LAUREN THOMAS Con sulrn4 uc 10372 SW Bonanza Way Tigard, OR 97224 503-317-1023 ItcsIructura1@gmail.com Project Name Seafood City Location Client By 140 l9 z 2$� 'Bo e�- Z 1368 South Center Blvd., Seattle, Washington Project # 10 -19 Hill Phoenix Cooler Division LMT Date 5/26/10 Page of ,)--j Calculation for Seismic Forces, using Analysis per ASCE 7 -05 (For Buildings, per section 12.8, "Equivalent Lateral Force procedure ") Spectral Response Accelerations: (from maps) SS = 1.205 0.2 sec. S1= 0.416 1.0 sec Determine Site Coefficients: (from Table 11.4 -1 and 2) Fa = 1.018 F„ = 1.584 Sms = Ss x Fa = Sm1= S1xFv= SDS = (2/3) Sms = SD1 = (2/3) Sm1 = 1.227 0.659 0.82 0.44 Site Class: D (Use Site Class D unless Geotech Report available) Occupancy Category: II (From Table IBC table 1604.5) Seismic Design Category (SDC): D (From Tables 11.6 -1 and 2) Compute Approximate Fundamental Period: For Buildings: T8 = (CO (hn)x C,= 0.02 hn= 9 x= 0.75 Te = 0.104 Structure Type (from Table 9.5.5.3.2) c, Steel Moment - resisting Frame Reinf. Conc. Moment - resisting Frame Eccent. Braced Steel Frame All other structural systems 0.028 0.016 0.03 0.02 0.8 0.9 0.75 0.75 To = 0.2SD1 /SDS = Ts = .SD1 /SDS = T� = 0.107 0.537 16.00 If Ts > To, < Ts, Use SDS for design per Fig 22 -15 Calculate Base Shear: V = Cs W (Eq. 12.8 -1) Response Coef. R = 6.5 (From Table 12.2 -1) Structure Weight W = 8297 Ibs Importance Factor I = 1.0 CS = SDS /(R /I) = 0.126 (Eq. 12.8 -2) V= CS W = 0.126 W = 1049 Ibs ( ,-6((, (Eq. 12.8 -1) "" °►S5$ V = SD1/T(R /I) = 0.654 W (Max.) = 5423 Ibs (Eq. 12.8 -3) V = .01 W = 0.010 W (Min.) = 83 Ibs (Eq. 12.8 -6) LTC LAUREN THOMAS Conan-rm. tic 10312 SW Bossing. Way Tigard, OR 97224 503 - 317 -1023 Itcstructura1@gmail.com Project Name Seafood City Project # 10 -19 Location 1368 South Center Blvd., Seattle, Washington Client Hill Phoenix Cooler Division By LMT Date 5/26/10 Page (0 of (JJZ L2 (S)R1,2c\c2.0,5-i C5 (*.c.›)(z)(41.2-sk 70.0 4- 1, i I, 1 1, 1 1 1 \2-3 PREIREEEp -Z 5' 1 1 0 i 1 1 L u31— 2C JQ-r°5 25 (4:145 ? t;_v) cq-)e tbbi z (4c Cobs -P'- ft-J=I-S z LAUREN THOMAS CONSIRLNO, uC 10372 SW Bonanza Way Tigard, OR 97224 503- 317 -1023 Itcstructura kgmail.com L\ ciss ft-o\icZu-k) (LEZ`3,) Project Name Seafood City Location 1368 South Center Blvd., Seattle, Washington Client Hill Phoenix Cooler Division Project # 10 -19 By LMT Date 5/26/10 Page 1 of 37 e-2-zc'"z rps 2- 4, �� 2,ys >1 T6k-I 11■14-? -1 v3 z, 0P�pl - m '( :) wau_ PL.F l5 t_\= L2 = s4 &H-T f� - lS�"1tL Sb% / UDOOLL)1J ?-0e___Q■(?) / 2 PA NnU ©CXDLEa W-�- (s >C.a0Ci4, zs' 4 (c 1(Z1 k s ) ( 4 •S� (2k 4 IL( , 2.x-1 29 4. W \ ` (.11 WI L I s S,P 2.4k- = Z8 c(Sf 1l Project Name Seafood City Project # 10 -19 LWREN THc*t S Cor50Lm¢ uC 10372 SW Bonanza Way Tigard, OR 97224 503-317 -1023 Itcslructural ®gmail.com Location 1368 South Center Blvd., Seattle, Washington Client Hill Phoenix Cooler Division By LMT Date 5/26/10 Page 6 of 57 Calculation for Seismic Forces, using Analysis per ASCE 7-05 ?;(21(.. (For Buildings, per section 12.8, "Equivalent Lateral Force procedure") Spectral Response Accelerations: (from maps) SS = 1.205 0.2 sec. S1= 0.416 1.0 sec Determine Site Coefficients: (from Table 11.4 -1 and 2) Fa = 1.018 F„ = 1.584 Sms = Ss x Fa = Sm1 =S1 x Fv = Sps = (2/3) Sms = SD1 = (2/3) Sm, _ 1.227 0.659 0.82 0.44 Site Class: D (Use Site Class D unless Geotech Report available) Occupancy Category: II (From Table IBC table 1604.5) Seismic Design Category (SDC): D (From Tables 11.6 -1 and 2) Compute Approximate Fundamental Period: For Buildings: Ta = (Ct) (ht,)" Ct = 0.02 hn = 9 x= 0.75 Ta = 0.104 Structure Type (from Table 9.5.5.3.2) ct Steel Moment - resisting Frame Reinf. Conc. Moment - resisting Frame Eccent. Braced Steel Frame All other structural systems 0.028 0.016 0.03 0.02 0.8 0.9 0.75 0.75 To = 0.2SD1 /SDS = Ts = SD1 /SDS = TL = 0.107 0.537 16.00 If T. > To, < Ts, Use SDS for design per Fig 22 -15 Calculate Base Shear: V = CS W (Eq. 12.8 -1) Response Coef. R = 6.5 (From Table 12.2 -1) Structure Weight W = 5902 Ibs Importance Factor I = 1.0 CS = Sps /(R /I) = 0.126 (Eq. 12.8 -2) V= CS W = 0.126 W = 746 Ibs (t -)' ((,3-) (Eq. 12.8 -1) V = SD1/1-(R/I) = 0.654 W (Max.) = 3857 Ibs 1 (Eq. 12.8 -3) V = .01 W = 0.010 W (Min.) = 59 Ibs (Eq. 12.8 -6) LTC LAUREN THOMAS CONSULTNO iiC 10372 SW Boaaoaa Way Tigard, OR 97224 S03- 317.1023 1testructural@gmail.com Project Name Seafood City Project # 10 -19 Location 1368 South Center Blvd., Seattle, Washington Client Hill Phoenix Cooler Division By LMT Date 5/26/10 Page of� 1 _2 N/A (9 5 (d■ril 4-(2)(t2,-)(-4—Z-)e(611-11-> = MAN 4 r T� �Z Cif i?k �1 < 27: 77gZ, 0 4 �1= 2-1 cP 2- 20 e5C) Ikk S :7L C °1) 2 z <m-1 z \---/Dsz 472\z- 2 I cue- �1b +b 2 -4 '- y'�b -rz 310Lci)2 3,kvc-In \ \may ce-OCci) ( 2- t = k0 -g `° � \ / J � • 1 3 1 3 9 ( v- LTC 1-4UREH THOMIAs CotaurnNa uC 10372 SW Bonanza Way Tigard, OR 97224 503-317-1023 11cstructural@gmail.com Project Name Seafood City Location 1368 South Center Blvd., Seattle, Washington Client Hill Phoenix Cooler Division By Project # 10 -19 LMT Date 5/26/10 Page C O of 37 Vtoi C.4 -1(q 1((3. to-nz- -� - .01 (4)(C,0\C( Unit btx LA- 14EX r sVet ' Z- milsr 1 C... (S.)( z)( 4[C-4-C. (2'1 'S -1 z2)1+ A-1St = O 0oLA4 1,0= II s2 �2� 1�2 =lts1 , c..4->Cco,1(°1(►3.cal) 22- LTC LAUREN THOMAS CON.ARuNO. ILL 10372 SW Bonanza Way Tigard, OR 97220 503 -317 -1023 Itcstructural@gmail.com � L( Project Name Seafood City Location 1368 South Center Blvd., Seattle, Washington Client Hill Phoenix Cooler Division By Project # 10 -19 LMT Date 5/26/10 Page 1 1 of 37 Calculation for Seismic Forces, using Analysis per ASCE 7 -05X (For Buildings, per section 12.8, "Equivalent Lateral Force procedure ") Spectral Response Accelerations: (from maps) Ss = Si = 1.205 0.2 sec. 0.416 1.0 sec Determine Site Coefficients: (from Table 11.4 -1 and 2) Fa = 1.018 F„ = 1.584 Sms = Ss x Fa = Smi = S1 x Fv = Sps = (2/3) Sms = SDI = (2/3) Sm7 = 1.227 0.659 0.82 0.44 Site Class: D (Use Site Class D unless Geotech Report available) Occupancy Category: II (From Table IBC table 1604.5) Seismic Design Category (SDC): D (From Tables 11.6 -1 and 2) Compute Approximate Fundamental Period: For Buildings: Te = (CO (h„ )x Ct = 0.02 hn = 9 x= 0.75 Te = 0.104 Structure Type (from Table 9.5.5.3.2) ct Steel Moment - resisting Frame Reinf. Conc. Moment - resisting Frame Eccent. Braced Steel Frame All other structural systems 0.028 0.016 0.03 0.02 0.8 0.9 0.75 0.75 To = 0.2Sp1 /Sps = Ts = So, /Sps TL = 0.107 0.537 16.00 If T8 > To, < Ts, Use Sps for design per Fig 22 -15 Calculate Base Shear: V = Cs W (Eq. 12.8 -1) Response Coef. R = 6.5 (From Table 12.2 -1) Structure Weight W = 10002 Ibs Importance Factor I = 1.0 Cs = Sps /(R /I) = 0.126 (Eq. 12.8 -2) V= Cs W = 0.126 W = 1265 Ibs(1 ')( (?,-) (Eq. 12.8 -1) V = SD1/T(R /I) = 0.654 W (Max.) = 6537 Ibs11 S ( (Eq. 12.8 -3) V = .01 W = 0.010 W (Min.) = 100 Ibs (Eq. 12.8 -6) LTC LAUREN THOMAS CONSUL -MG LIC 10372 SW Bonansa Way Tigard, OR 97224 503- 317.1023 Itcstr uctural ®gmail.co m Project Name Seafood City Project # 10 -19 Location 1368 South Center Blvd., Seattle, Washington Client Hill Phoenix Cooler Division By LMT Date 5/26/10 Page ,2 of .57 A 2'1 c-i ) C9 1 z 1,1 6 (20(q)(-n-L. � ( (i�l(1�2z 2.�y z rDS 2 ZCLI z 1,(5 2I,I o'er \' -\ 111N -> 1?_Eds) 2 n (S-0 51(0 (v=s__ lot z SO l Cl ot = 3 d-C-1 l X91 Z13� V1 a-z (4) (c1111L (Z(1\24 L-Lf & ) L Y 7 T z ?)(0)(1)-z _ L*uaEN THOMAS CoNw17N4 uc 10372 SW Ronan., Way Tigard, OR 97224 503- 317 -1023 Itestructural@gmail.com Project Name Seafood City Project # 10 -19 Location 1368 South Center Blvd., Seattle, Washington Client Hill Phoenix Cooler Division By LMT Date 5/26/10 Page \,of ?y 2A� X 0. -1 1 2 u O.0 , 0 � vtn o CS' w�P OAT OAT 23� C2> 4e4 f Lai cO4 (.51 CO vL_ -14 C.4-1C e z 114 RA( 212 & 2k' C�1Zz 8b C at 24° 0 1. I, 1\ er-tt .�. r Ot,-1 J L1-7\-\-{LA.A. 011‘.- ceCS4'L C 21 I cci ' v, ff? C2.-21) 1 = 2,2D 31 � 2 ^ le GSe12 esoN = 7--(e7CI7i) _ (1 fh) (` G2 o-1 1 -7. 2 C Z�12 04 Z 118 LTC LAUREN TNduS Corsn7rvq ac 10372 SW Bonanza Way Tigard, OR 97224 503.317.1023 Itcstructural@gmail.com Project Name Seafood City Location 1368 South Center Blvd., Seattle, Washington Client Hill Phoenix Cooler Division By Project # 10 -19 LMT Date 5/26/10 Page 1i of l cco.O v'LSivioar Z Z-1 4- `t 7 23 ■0 CR C c s tiZS fi l4-= a N( >23(2 C)t cfi cum, lo ov V2_2 l02 0�-- ,--\\--zsd 'r7 p � � \ 0\1_, c fL-c fora f,Qk 2: S = \e2-'/))/(„, _ h 100. LTC LAUREN THOMAS ConsuLTNG uc 10372 SW Booama Way Tigard, OR 97220 503- 317 -1023 Itcstructural@gmail.com Ec. -1-12 C u - o - fa‘A 0-1-N-k_ ICrl GI LC,{KOCI ISA ,v-24� Project Name Seafood City Location 1368 South Center Blvd., Seattle, Washington Client Hill Phoenix Cooler Division OVA 95-1 61--t,e -1� By Project # 10 -19 LMT Date 5/26/10 Page \c..; of ?)� Anchor Calculations Anchor Designer for ACI 318 (Version 4.2.0.2) Job Name : Seafood City Freezer 1) Input Calculation Method : ACI 318 Appendix D For Cracked Concrete Calculation Type : Analysis a) Layout Anchor : 3/8" Titen HD Number of Anchors : 1 Page 1 of 7 Date/Time : 5/26/2010 1:46:48 PM Embedment Depth : 2.5 in Built -up Grout Pads : No 6x1 6x2 C y2 C y1 Vuay C)1Viuy NIA 1 vx2 mu. by2 'by1 Vuax 1 ANCHOR 'Nue IS POSITIVE FOR TENSION AND NEGATIVE FOR COMPRESSION. + INDICATES CENTER OF THE ANCHOR Anchor Layout Dimensions : cx1 : 6 in cx2 : 60 in cy1 : 60 in cy2:6in bx1:1in bx2 : 1 in by1:1in bye : 1 in b) Base Material about:blank k,° 5/26/2010 Concrete : Normal weight Cracked Concrete : Yes Condition : B tension and shear Thickness, h : 4 in Supplementary edge reinforcement No c) Factored Loads Load factor source : ACI 318 Section 9.2 Nua : 0 Ib Vuay : 150 Ib Muy : 0 Ib *ft ex:0in ey:0in Moderate /high seismic risk or intermediate /high design category : Yes Apply entire shear load at front row for breakout : No d) Anchor Parameters From C- SAS -2009: Anchor Model = THD37 Category = 1 hmin = 3.75 in cmin = 1.75 in Ductile = No 2) Tension Force on Each Individual Anchor Anchor #1 Nua1 = 0.00 Ib Sum of Anchor Tension ENua = 0.00 Ib ax= 0.00 in a = 0.00 in e'Nx = 0.00 in e'Ny = 0.00 in 3) Shear Force on Each Individual Anchor Resultant shear forces in each anchor: Anchor #1 Vuai = 150.00 Ib (Vuaix = 0.00 Ib , Vuaiy = 150.00 Ib ) Sum of Anchor Shear EVuax = 0.00 Ib, EVuay = 150.00 Ib e'Vx= 0.00in do = 0.375 in hef = 1.77 in cac = 2.6875 in cmin = 3 in about:blank Page 2 of 7 fc : 2500.0 psi • c,V 1.00 (1)Fp : 1381.3 psi Vuax : 0 Ib Mux : 0 Ib *ft (70f- 5/26/2010 Page 3 of 7 e'vy= 0.00in 4) Steel Strength of Anchor in Tension [Sec. D.5.1] Nsa = nAsefuta [Eq. D -3] Number of anchors acting in tension, n = 0 Nsa = 10890 Ib (for a single anchor) [C- SAS -2009] = 0.65 [D.4.4] (1)Nsa = 7078.50 Ib (for a single anchor) 5) Concrete Breakout Strength of Anchor in Tension [Sec. D.5.2] Ncb =ANc /ANco�ed,N�c,N�cp,NNb [Eq. D -4] Number of influencing edges = 0 hef= 1.77in ANco = 28.20 in2 [Eq. D -6] ANc = 28.20 in2 Smallest edge distance, ca,min = 6.00 in gjed,N 1.0000 [Eq. D -10 or 0-111 Note: Cracking shall be controlled per D.5.2.6 `Pc, N = 1.0000 [Sec. D.5.2.6] `f'cp,N = 1.0000 [Eq. D -12 or D -13] Nb = kc4 f' c hef1.5 = 2001.61 Ib [Eq. D -7] kc = 17 [Sec. D.5.2.6] Ncb = 2001.61 Ib [Eq. D -4] = 0.65 [D.4.4] 4)seis = 0.75 4)Ncb = 975.78 Ib (for a single anchor) 6) Pullout Strength of Anchor in Tension [Sec. D.5.3] Neq = 12351b (fc /2,500 psi)0.5 = 1235.00 Ib = 0.65 4)seis = 0.75 4)Neq = 602.06 Ib (for a single anchor) 7) Side Face Blowout of Anchor in Tension [Sec. D.5.4] Concrete side face blowout strength is only calculated for headed anchors in tension close to an edge, cal < 0.4hef. Not applicable in this case. about:blank fin- (� \ 11,06- 5/26/2010 8) Steel Strength of Anchor in Shear [Sec D.6.1] Veq = 2855.00 Ib (for a single anchor) [C- SAS -2009] = 0.60 [D.4.4] Veq = 1713.00 Ib (for a single anchor) 9) Concrete Breakout Strength of Anchor in Shear [Sec D.6.2] Case 1: Anchor checked against total shear load In x- direction... Vcbx = Avcx/' vcoxPed,VP c,vVbx [Eq. D-21] cal = 40.00 in (adjusted for edges per D.6.2.4) Avcx = 264.00 in2 Avcox = 7200.00 in2 [Eq. D -23] g'ed,V = 0.7300 [Eq. D -27 or D -28] `Pc,V = 1.0000 [Sec. D.6.2.7] Vbx = 70e /do)0.2 do J f c(cai )1.5 [Eq. D -24] le = 1.77 in Vbx = 73954.07 Ib Vcbx = 1979.50 lb [Eq. D-21] 4) = 0.70 4)seis = 0.75 4)Vcbx = 1039.24 Ib (for a single anchor) In y- direction... Vcby = Avcy /Avcoy 'Fed,VTc,vVby [Eq. D-21] cal = 6.00 in Avcy = 60.00 in2 Arcot' = 162.00 in2 [Eq. D -23] tried,V 0.9000 [Eq. D -27 or D -28] `l`c,V = 1.0000 [Sec. D.6.2.7] Vby = 7(le /do)o.2 do, \j fc(ca1)1.5 [Eq. D -24] 1e= 1.77 in Vby = 4296.34 Ib Vcby = 1432.11 Ib [Eq. D -21] about:blank Page 4 of 7 5/26/2010 = 0.70 4seis = 0.75 4Vcby = 751.86 Ib (for a single anchor) Case 2: This case does not apply to single anchor layout Case 3: Anchor checked for parallel to edge condition Check anchors at cx1 edge Vcbx = Avcx/Avcox'Ped,VPc,VVbx [Eq• D-21] cal = 6.00 in ' vcx = 60.00 in2 Avcox = 162.00 in2 [Eq. D -23] tl'ed,V = 1.0000 [Sec. D.6.2.1(c)] Tc,V = 1.0000 [Sec. D.6.2.7] Vbx = 7(1e /do)(124 do / fc(ca1)1.5 [Eq. D -24] le = 1.77 in Vbx = 4296.34 Ib Vcbx = 1591.24 Ib [Eq. D-21] Vcby = 2 * Vcbx [Sec. D.6.2.1(c)] Vcby = 3182.48 Ib = 0.70 Oseis = 0.75. 4Vcby = 1670.80 Ib (for a single anchor) Check anchors at cy1 edge Vcby = Avcy /' vcoy`'ed,V't'c,VVby [Eq. D-21] cal = 40.00 in (adjusted for edges per D.6.2.4) Avcy = 264.00 in2 Avcoy = 7200.00 in2 [Eq. D -23] � 'ed,V = 1.0000 [Sec. D.6.2.1(c)] '1'c,v = 1.0000 [Sec. D.6.2.7] Vby = 7(1e /do)0.2.q do. / fc(ca1)1.5 [Eq. D -24] le = 1.77 in Vby = 73954.07 Ib about:blank Page 5 of 7 20 3/ 5/26/2010 Vcby = 2711.65 Ib [Eq. D -21] Vcbx = 2 * Vcby [Sec. D.6.2.1(c)] Vcbx = 5423.30 Ib = 0.70 4)seis = 0.75 OVcbx = 2847.23 Ib (for a single anchor) Check anchors at cx2 edge Vcbx = Avcx/Avcoxkl'ed,V'f'c,VVbx [Eq. D-21] cal = 40.00 in (adjusted for edges per D.6.2.4) Avcx = 264.00 in2 Avcox = 7200.00 in2 [Eq. D -23] 'ed,V 1.0000 [Eq. D -27 or D -28] [Sec. D.6.2.1(c)] = 1.0000 [Sec. D.6.2.7] Vbx = 7(1e /do)(12 do-4 fc(ca1)1.5 [Eq. D -24] 1e= 1.77 in Vbx = 73954.07 Ib Vcbx = 2711.65 Ib [Eq. D-21] Vcby — 2 * Vcbx [Sec. D.6.2.1(c)] Vcby = 5423.30 Ib = 0.70 4)seis = 0.75 Vcby = 2847.23 Ib (for a single anchor) Check anchors at cy2 edge Vcby = Avcy /Avcoy`t'ed,V`t'c,VVby [Eq. D-21] cal = 6.00 in Avcy = 60.00 in2 Avcoy = 162.00 in2 [Eq. D -23] � 'ed,V = 1.0000 [Sec. D.6.2.1(c)] '1'c,V = 1.0000 [Sec. D.6.2.7] Vby = 7(1e /do)0.2 do fc(ca1)1.5 [Eq. D -24] 1e= 1.77 in about:blank Page 6 of 7 9i 37 5/26/2010 Page 7 of 7 Vby = 4296.34 Ib Vcby = 1591.24 Ib [Eq. D-21] Vcbx = 2 * Vcby [Sec. D.6.2.1(c)] Vcbx = 3182.48 Ib = 0.70 Oseis = 0.75 OVcbx = 1670.80 Ib (for a single anchor) 10) Concrete Pryout Strength of Anchor in Shear [Sec. D.6.3] Vcp = kcpNcb [Eq. D -29] kcp = 1 [Sec. D.6.3.1] Ncb = 2001.61 Ib (from Section (5) of calculations) Vcp = 2001.61 Ib = 0.70 [D.4.4] 4seis = 0.75 4 Vcp = 1050.84 Ib (for a single anchor) 11) Check Demand /Capacity Ratios [Sec. D.7] Tension - Steel : 0.0000 - Breakout : 0.0000 - Pullout : 0.0000 - Sideface Blowout : N/A Shear - Steel : 0.0876 - Breakout (case 1) : 0.1995 - Breakout (case 2) : N/A - Breakout (case 3) : 0.0898 - Pryout : 0.1427 V.Max(0.2) <= 0.2 and T.Max(0) <= 1.0 [Sec D.7.1] Interaction check: PASS Use 3/8" diameter Titen HD anchor(s) with 2.5 in. embedment BRITTLE FAILURE GOVERNS: Governing anchor failure mode is brittle failure. Per 2006 IBC Section 1908.1.16, anchors shall be governed by a ductile steel element in structures assigned to Seismic Design Category C, D, E, or F. Alternatively the minimum design strength of the anchor(s) shall be at least 2.5 times the factored forces or the anchor attachment to the structure shall undergo ductile yielding at a load level less than the design strength of the anchor(s). Designer must exercise own judgement to determine if this design is suitable. about:blank 11D—(c\, (.7- (-Are 37 5/26/2010 Anchor Calculations Anchor Designer for ACI 318 (Version 4.2.0.2) Job Name : Seafood City Cooler 1) Input Calculation Method : ACI 318 Appendix D For Cracked Concrete Calculation Type : Analysis a) Layout Anchor : 3/8" Titen HD Number of Anchors : 1 Page 1 of 7 Date/Time : 5/26/2010 1:50:21 PM Embedment Depth : 2.5 in Built -up Grout Pads : No cx1 Cx2 C y2 C v1 "uaY nMuy a 1 ox2 3 mux ,by2 b 1 ax 1 ANCHOR 'Nue IS POSITIVE FOR TENSION AND NEGATAIE FOR COMPRESSION. + INDICATES CENTER OF THE ANCHOR Anchor Layout Dimensions : cx1 : 2 in cx2 : 2 in cy1 : 60 in cy2:6in bx1:1in bx2:1 in by1:1in bye : 1 in b) Base Material about:blank 2-3 cAl 5/26/2010 Concrete : Normal weight Cracked Concrete : Yes Condition : B tension and shear Thickness, h : 4 in Supplementary edge reinforcement : No c) Factored Loads Load factor source : ACI 318 Section 9.2 Nua : 0 Ib Vuay : 0 Ib Muy • 0 Ib *ft ex:0in ey:0in Moderate /high seismic risk or intermediate /high design category : Yes Apply entire shear load at front row for breakout : No d) Anchor Parameters From C- SAS -2009: Anchor Model = THD37 do = 0.375 in Category = 1 hef = 1.77 in hmin = 3.75 in cac = 2.6875 in cmin = 1.75 in smin = 3 in Ductile = No 2) Tension Force on Each Individual Anchor Anchor #1 Nua1 = 0.00 Ib Sum of Anchor Tension ENua = 0.00 Ib ax= 0.00 in ay= 0.00 in e'Nx = 0.00 in e'Ny = 0.00 in 3) Shear Force on Each Individual Anchor Resultant shear forces in each anchor: Anchor #1 Vuai = 255.00 Ib (Vuaix = 255.00 Ib , Vua1y = 0.00 Ib ) Sum of Anchor Shear EVuax = 255.00 Ib, EVuay = 0.00 Ib e'Vx = 0.00 in about:blank Page 2 of 7 fc : 2500.0 psi • c,V 1.00 OFp : 1381.3 psi Vuax : 255 Ib Mux : 0 Ib *ft Ca.0 oe 37 5/26/2010 Page 3 of 7 e'vy= 0.00in 4) Steel Strength of Anchor in Tension [Sec. D.5.1] Nsa = nAsef uta [Eq. D -3] Number of anchors acting in tension, n = 0 Nsa = 10890 Ib (for a single anchor) [C- SAS -2009] = 0.65 [D.4.4] 4 Nsa = 7078.50 Ib (for a single anchor) 5) Concrete Breakout Strength of Anchor in Tension [Sec. D.5.2] Ncb = ANc /ANcoPed,N'lic,N`Fcp,NNb [Eq. D -4] Number of influencing edges = 2 hef = 1.77 in ANco = 28.20 in2 [Eq. D -6] ANc = 21.24 in2 Smallest edge distance, ca,min = 2.00 in wed, N 0.9260 [Eq. D -10 or D -11] Note: Cracking shall be controlled per D.5.2.6 `t'c,N = 1.0000 [Sec. D.5.2.6] Tcp,N = 1.0000 [Eq. D -12 or D -13] Nb = kc/ f ' c hef1.5 = 2001.61 Ib [Eq. D -7] kc = 17 [Sec. D.5.2.6] Ncb = 1396.21 Ib [Eq. D-4] = 0.65 [D.4.4] Oseis = 0.75 4Ncb = 680.65 Ib (for a single anchor) 6) Pullout Strength of Anchor in Tension [Sec. D.5.3] Neq = 1235Ib (fc'2,500 psi)0.5 = 1235.00 Ib = 0.65 Oseis = 0.75 4Neq = 602.06 Ib (for a single anchor) 7) Side Face Blowout of Anchor in Tension [Sec. D.5.4] Concrete side face blowout strength is only calculated for headed anchors in tension close to an edge, cal < 0.4hef. Not applicable in this case. about:blank 5/26/2010 8) Steel Strength of Anchor in Shear [Sec D.6.1] Veq = 2855.00 Ib (for a single anchor) [C- SAS -2009] = 0.60 [D.4.4] Veq = 1713.00 Ib (for a single anchor) 9) Concrete Breakout Strength of Anchor in Shear [Sec D.6.2] Case 1: Anchor checked against total shear load In x-direction... p Vcbx = ' vcx/' vcoxtPed,VPc,VVbx [Eq. D-21] cal = 2.00 in Avcx = 18.00 in2 Avcox = 18.00 in2 [Eq. D -23] `t'ed,V = 1.0000 [Eq. D -27 or D -28] '1'c,V = 1.0000 [Sec. D.6.2.7] Vbx = 70e /do)0.2 \j do - fc(ca1)1.5 [Eq. D -24] 1e= 1.77 in Vbx = 826.83 Ib Vcbx = 826.83 Ib [Eq. D-21] = 0.70 Oseis = 0.75 4Vcbx = 434.09 Ib (for a single anchor) In y- direction... Vcby = Avcy /Avcoy'Ped,V'P c vVby [Eq. D-21] cal = 2.67 in (adjusted for edges per D.6.2.4) Avcy = 16.00 in2 Avcoy = 32.00 in2 [Eq. D -23] Ped,V 0.8500 [Eq. D -27 or D -28] '1'c,V = 1.0000 [Sec. D.6.2.7] Vby = 70e /do)0.2 \J do.J fc(ca1)1.5 [Eq D -24] le = 1.77 in Vby = 1272.99 Ib Vcby = 541.02 Ib [Eq. D-21] about:blank Page 4 of 7 a7011-7 5/26/2010 = 0.70 4seis = 0.75 Vcby = 284.04 Ib (for a single anchor) Case 2: This case does not apply to single anchor layout Case 3: Anchor checked for parallel to edge condition Check anchors at cx1 edge Vcbx = Avcx/AvcoxPPed,VPPc,VVbx [Eq. D -21] cal = 2.00 in Vcx = 18.00 in2 Avcox = 18.00 in2 [Eq. D -23] `Ped,V = 1.0000 [Sec. D.6.2.1(c)] `Pc,V = 1.0000 [Sec. D.6.2.7] Vbx = 70e /do)0.2, J do, J fc(ca1)1•5 [Eq. D -24] le = 1.77 in Vbx = 826.83 Ib Vcbx = 826.83 Ib [Eq. D-21] Vcby = 2 * Vcbx [Sec. D.6.2.1(c)] Vcby = 1653.66 Ib = 0.70 4seis = 0.75 Vcby = 868.17 Ib (for a single anchor) Check anchors at co edge Vcby = Avcy /Avcoy'Ped,V'Pc,VVby [Eq. D -21 ] cal = 2.67 in (adjusted for edges per D.6.2.4) Avcy = 16.00 in2 Avcoy = 32.00 in2 [Eq. D -23] `Ped,V = 1.0000 [Sec. D.6.2.1(c)] 'c,V = 1.0000 [Sec. D.6.2.7] Vby = 7(le /do)0.2 J do. J f c(Ca1)1.5 [Eq. D -24] 1e= 1.77 in Vby = 1272.99 Ib about:blank Page 5 of 7 2-1 ue- 5/26/2010 Vcby = 636.50 Ib [Eq. D -21] Vcbx = 2 * Vcby [Sec. D.6.2.1(c)] Vcbx = 1272.99 Ib = 0.70 4seis = 0.75 OVcbx = 668.32 Ib (for a single anchor) Check anchors at cx2 edge Vcbx = Avcx/AvcoxPed,Vtijc,VVbx [Eq. cal = 2.00 in Avcx = 18.00 in2 Avcox = 18.00 in2 [Eq. D -23] tljed,V D-21] 1.0000 [Eq. D -27 or D -28] [Sec. D.6.2.1(c)] 't`c,V = 1.0000 [Sec. D.6.2.7] Vbx = 7(le /do)o.2./ do\ fc(ca1)1.5 [Eq. D -24] le = 1.77 in Vbx = 826.83 Ib Vcbx = 826.83 Ib [Eq. D -21] Vcby = 2 * Vcbx [Sec. D.6.2.1(c)] Vcby = 1653.66 Ib = 0.70 Oseis = 0.75 Vcby = 868.17 Ib (for a single anchor) Check anchors at cy2 edge Vcby = Avcy/' vcoy 'Ped,V 'Pc,VVby [Eq. D-21] cal = 2.67 in (adjusted for edges per D.6.2.4) Avcy = 16.00 in2 Avcoy = 32.00 in2 [Eq. D -23] 'ed,V 1.0000 [Sec. D.6.2.1(c)] `Yc,V = 1.0000 [Sec. D.6.2.7] Vby = 70e /do)0.2 ! do� fc(ca1)1.5 [Eq. D -24] le = 1.77 in Y about:blank Page 6 of 7 a.5S CO: 37 5/26/2010 Page 7 of 7 Vby = 1272.99 Ib Vcby = 636.50 Ib [Eq. D-21] Vcbx = 2 * Vcby [Sec. D.6.2.1(c)] Vcbx = 1272.99 Ib = 0.70 4seis = 0.75 Vcbx = 668.32 Ib (for a single anchor) 10) Concrete Pryout Strength of Anchor in Shear [Sec. D.6.3] Vcp = kcpNcb [Eq. D -29] kg) = 1 [Sec. D.6.3.1] Ncb = 1396.21 Ib (from Section (5) of calculations) Vcp = 1396.21 Ib = 0.70 [D.4.4] 4seis = 0.75 (IA/bp = 733.01 Ib (for a single anchor) 11) Check Demand /Capacity Ratios [Sec. D.7] Tension - Steel : 0.0000 - Breakout : 0.0000 - Pullout : 0.0000 - Sideface Blowout : N/A Shear - Steel : 0.1489 - Breakout (case 1) : 0.5874 - Breakout (case 2) : N/A - Breakout (case 3) : 0.3816 - Pryout : 0.3479 T.Max(0) <= 0.2 and V.Max(0.59) <= 1.0 [Sec D.7.2] Interaction check: PASS Use 3/8" diameter Titen HD anchor(s) with 2.5 in. embedment BRITTLE FAILURE GOVERNS: Governing anchor failure mode is brittle failure. Per 2006 IBC Section 1908.1.16, anchors shall be governed by a ductile steel element in structures assigned to Seismic Design Category C, D, E, or F. Alternatively the minimum design strength of the anchor(s) shall be at least 2.5 times the factored forces or the anchor attachment to the structure shall undergo ductile yielding at a load level less than the design strength of the anchor(s). Designer must exercise own judgement to determine if this design is suitable. about:blank \O—I.Cl r2-P1 Olt- 37 5/26/2010 National Cooler Corporation RE: National Cooler Corporation Prefabricated Model 200 Refrigeration Panels for Walk -In Coolers and Freezers 3. The panel foam shall be separated from the room in which it is located and from the interior of the cooler and freezer by 'A -inch thick gypsum wallboard or other approved thermal barrier material having an index of 15 when tested in accordance with UBC Standard No. 26 -2. Exceptions 2 and 5 of the 2008 City of Los Angeles Building Code, Section 2603.3 may be utilized where applicable. 4. Complete plans and calculations, signed and stamped by a civil or structural engineer or architect registered in the State of California, shall be submitted to the Structural Plan Check for their approval for each job. 5. An approved fire retardant roof covering (Class "A" or "B ") shall be placed over the panels when used as exterior roof panels. 6. A separate approval from the Electrical Testing Laboratory shall be required for electrical installations within the panels. 7. Design of building utilizing the panels shall be in accordance with the requirements of the 2008 City of Los Angeles Building Code and the design data specified below: 130x \ 5'' A. Panel Height Limitation (feet) and Maximum Concentric Axial Loads (PLF) Thickness Interior Panels Exterior Panels (201b /ft2) Maximum Axial Load (PLF) 3'/2" 14' 7q ` Cv- 1 10' 500 4" 16' 12' 500 5" 20' 16' 500 5' /z" 22' 18' 500 6" 24' 20' 500 B. Maximum Allowable Loads for Roof or Ceiling Panels Span t= 3.5in. t =4 in. t =5in. t= 5.5in. t =6 in. 10' 40 47 59 "715 64 70 12' 29 35 47 54 59 14' 21? 15 26 36 41 46 16' 16 20 28 32 36 18' 12 16 22 7IS 26 29 RR 24553 Page 2 of 5 X3i 5" WFU with Steel Skin 8c)xc.G. 2 C 4- (Roof Panel) Core Thickness caw, : = 5.in ✓ Panel Length ,1= 22•ft ✓ Panel Width AX:= 47.in Skin Thickness t := .0179-in Panel Thickness h := c + 2•t h = 5.036 -i MATERIAL PROPERTIES 2# Urethane: Fbf := 6.75•psi Fvf := 11.2 -psi Ec:= 475 -psi A,:= (W – 2.1.5•in)•c 3.44•i c n >c 12 Adhesion ad := 10 -psi Shear Modulus Gc := 262 -psi Ac = 220•in2 1 = 458.33•in4 26 (la Steel Skin: Fbs := .66.36•ksi Fbs = 23.76•ksi Fvs := 16-ksi Es := 29000•ksi As := 47•in•t•2 Is := 47.in. [(c + 2•t)3 – c3 Is := 47• in• 12 2 x 6 HF #2 Rail: Fb := 850•Cd•CF•psi LAUREN TNOVAS CON91l7W c uc 10372 SW Bonanza Way Tigard, OR 97224 501717.1027 Itcctr uct u ral(a)gma Rrom 26 go STEEL SKIN 2 r.5' RAIL 21/ URETHANE As = 1.683•in2 Is = 10.592.in4 Load Duration Cd := 1.0 Fbr = 1020-psi Unit designations used: kips = 1000•Ibf ksi = kips .2 in Size Factor CF := 1.2 plf = lbf psf = Ibf — ft2 lb = lbf Project Name Seafood City Project # 10 -19 Location 1368 South Center Blvd., Seattle, Washington Client Hill Phoenix Cooler Division By LMT Date 5/26/10 Page of 1 I1 47" 111 VA As = 1.683•in2 Is = 10.592.in4 Load Duration Cd := 1.0 Fbr = 1020-psi Unit designations used: kips = 1000•Ibf ksi = kips .2 in Size Factor CF := 1.2 plf = lbf psf = Ibf — ft2 lb = lbf Project Name Seafood City Project # 10 -19 Location 1368 South Center Blvd., Seattle, Washington Client Hill Phoenix Cooler Division By LMT Date 5/26/10 Page of wp 144-Elm 12 1 CA 3 47 ft 15.—•L 8 CHECK BENDING larail = 67.872•in4 , := Frail'? , S = 27.149•in3 r EItot = 2.548 x 108.1b-in2 Elrail = 9.088 x 107• Ib• in2 Fbr•S•8•Eltot 12 1 wb := L2 Elra;l 47 ft LTC LAUREN Maim Corsul:ma uc 10372 SW Bonanza Way Tigard, OR 97224 503 -317 -1023 Itcstructur.I gmail.com tap = 18•psf 1 : wb = 27•psf >1 Project Name Seafood City Project # 10 -19 Location 1368 South Center Blvd., Seattle, Washington Client Hill Phoenix Cooler Division By LMT Date 5/26/10 Page %'�f �'7 101-1P.)-1 1s t•Wr, Cr. c -U 1 T strvtae-f t`-y G) 2 zls x 4 "4wit (e.) V.— 1°\52-i4 (see. c% ft-1 \\--loT= \e>ks2 e3,c z v"'t2- a:ki C2 11,E roc t°1— \IL- 3 t� 41 DiL N10 k bit �oN At_ v j 4--ts 49=, t2 , KI 2) a's 22 9'� 191 = , U3?1 - (2_90 d X c2 C71 a)) � (8 s LTG LAUREN THOMAS Consurrev a,uc 10372 SW Bonanza Way Tigard, OR 97224 503-317-1023 Itcstructural@grnail.com Project Name Seafood City Location 1368 South Center Blvd., Seattle, Washington Client Hill Phoenix Cooler Division By Project # 10 -19 LMT Date 5/26/10 Page of 3a-7 Solid Wood Column Calculation (per NDS -1997) Column Length, le = le = 9 108 Slenderness Ratio, le/d = Column Stability Factor, Cp feet Inches 36.00 Width, d = Wood Column Design 1 = Input Values 3 Inches (Least Dimension) Note: Slenderness shall be < 50, < 75 during const. Cp = [1+ (FCE /Fc *)] /2c - {[1+ (FcE /Fc *)/2c12 - (FcE /Fc *) /c) 1/2 = 0.19 Where: Fc* = Fc (CDxCMxC,xCfxC;) 1650 PSI FcE = KcE E' / (1e/d)2 = 324.074074 FcE /Fc* = 0.19640853 KcE = 0.3 (Visually Graded Lumber) Material E' Microllam LVL Sawn Lumber (DF /L #2 +) Glu Lam (22F) 1500 1500 1,400,000 1,600,000 c= 0.8 (sawn lumber) c= 0.85 (round timber piles) c= 0.9 (glued - laminated timber) Selected Value =I 0.8 I Fc= Fe* xCp= 309.756 Selected Column Dimensions = Selected Values: Adjustment Factors: Load Duration,* Wet Service,* Temperature,* Beam Stability, Volume Factor, Flat Use, Incising,* Repetive Use, Curvature, Shear Stress Factor,* CD = CM = CT = CL = Cv = CfU = C;= Cr = Cc = CH= Fc = F *c (Adjustment Factors) PSI 3 inches x 1500 1,400,000 1.00 1.00 1.00 1.00 1.00 1.10 1.00 1.00 1.00 1.00 Table [2.3.2] [2.3.4] [2.3.11] 1.0 / 1.15 1.0 - 2.0 3.5 Allowable Column Load = Pal = 3,252 pounds LAUREN THOMAS Cotttsul7Na ur 10372 SW Bonanza Way Tigard, OR 97221 503- 317.1023 Itcstructural Qgmail.com inches Project Name Seafood City Location 1368 South Center Blvd., Seattle, Washington Client Hill Phoenix Cooler Division Project # 10 -19 By LMT Date 5/26/10 Page rycjof 917 Calculation for Seismic Forces, using Analysis per ASCE 7 -05 (For Non - Buildings, per chapter 13) Spectral Response Accelerations: (from maps) Ss = 1.205 0.2 sec. S1= 0.416 1.0 sec Determine Site Coefficients: (from Table 11.4 -1 and 2) Fa = 1.018 F„ = 1.568 Sms = Ss x Fa = Sm, =S1 x Fv = Sips = (2/3) Sms = SD1 = (2/3) Simi - 1.227 0.652 0.82 0.44 Site Class: D (Use Site Class D unless Geotech Report available) Occumpancy Category: 11 (From Table IBC table 1604.5) Seismic Design Category (SDC): D (From Tables 11.6 -1 and 2) Calculate Seismic Design Force - Fp Amplification Factor Response Mod. Factor Component Weight Importance Factor (Eq. 13.3 -1) ap = 2.5 (Table 13.5 -1 or 13.6 -1) Rp = 6.0 (Table 13.5 -1 or 13.6 -1) z = 9.0 ft h = 9.0 ft Wp = 4750 Ibs Ip = 1.0 Fp = (.4 *ap *Sds *Wp *(1 +2z /h)) /(Rp /Ip) = 1952 Ibs Fp max = 1.6 *Sds *Ip *Wp = Fp min = .3 *Sds *Ip *Wp = LTC LAUREN THOMAS Corsuimc uc 10372 SW Bonanza Way Tigard, OR 97224 503- 317.1023 Itcstructu ral®gmaiLcom 6246 Ibs 1171 Ibs (Eq. 13.3 -1) (Eq. 13.3 -2) (Eq. 13.3 -3) Project Name Seafood City Project # 10 -19 Location 1368 South Center Blvd., Seattle, Washington Client Hill Phoenix Cooler Division By LMT Date 5/26/10 Page of VOCYO\ b ' 1 (.(G)(\--V) t ck .fix L = s .r-\ amt cr 04(.94 = -72,0 Fv _ -17.0 C \,5) ekce# 01(- \'2,42) rv100(1= tc07 -O w Ca-SA 7154 45044 rvtcc 1 3 k,2 `� t266 G `� i 1.0 0 No lDnd b (2) \ 2O c- z 1450 -G. (cc-fi t/2- °I t t clop (k,5) A= l2 !Ls .',o- VoX t (2 \z)(' A 02_s LTC LwaeN THOMAS CONSULTING. LUC 10372 SW Bonanza Way Tigard, OR 97224 503- 317 -1023 hcstructura1@gmail.com Project Name Seafood City Location 1368 South Center Blvd., Seattle, Washington Client Hill Phoenix Cooler Division By Project # 10 -19 LMT Date 5/26/10 Page `-;),. of 3? • PER'�y 1•a 9Mx { r1�.� PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M10 -051 DATE: 05 -25 -10 PROJECT NAME: SEAFOOD CITY - MARKET SITE ADDRESS: 1368 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: 061'1,a, Building Division Public Works ❑ M 51( ►\Ik Ire Prevention Structural Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete tt Incomplete DUE DATE: 05-27 -10 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS 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: 06-24 -10 Not Approved (attach comments) fl DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • • PE PLAN REVIEW /RO • ING SLIP ACTIVITY NUMBER: M10 -051 DATE: 04 -16 -10 PROJECT NAME: SEAFOOD CITY - MARKET SITE ADDRESS: 1368 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: n Bing Ivlslon • n Public Works pi kwc. 4- Ire Prevention Structural Gd Planning Division Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 04 -20 -10 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: REVIEWER'S INITIALS: Please Route Structural Review Required No further Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Approved with Conditions DUE DATE: 05-18-10 Not Approved (attach comments) n 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: Seok -kj C 4 -6+ SITE ADDRESS: V (Qoj so,,} M4( ORIGINAL ISSUE DATE: gip_( b PERMIT NO: M ( 0 -- s 1 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 5 -)-J --(0 Summary of Revision: Summary of Revision: S-1-trvc_-1 -),rovi a_Ac,i4o o -ate ; ; rt4e; - ft/AA-11'w\ co se Received by: ,, D No/2M 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) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: City of Tukwila • .RE:VISION :SUB•M ITTAL 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: A4 Ja l pZ k9l d Plan Check/Permit Number: %'2I / Ur ` 7' 1 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # L after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: .S'EAR O c 'rp 411111Xei j,3 .,c7$9 c? b /lot/ I Zi -()/D NOR Phone Number: � 2 : 7 3 9 7& Z Summary of Revision: RECEIVED Y CIF TU1CW.A MAY 25 2010 PERMIT CENYER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: /l Entered in Permits Plus on ���-� ( H:\Applications\Forms- Applications On Line\2009 -08 Revision Submittal.doc Created: 8 -13 -2004 Revised: 8 -2009 Contractors or Tradespeople P nter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Portland Mechanical Contrs UBI No. 602258442 Phone 5036567400 Status Active Address 2000 Se Hanna Harvester Drive License No. PORTLMCO24KA Suite /Apt. License Type Construction Contractor City Milwaukie Effective Date 5/1/1998 State Or Expiration Date 2/27/2012 Zip 97222 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Portland Mechanical Const Inc Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status PMCMEML942KC Pmc Mechanical Lk Construction Contractor Contractor 01/22/2010 Unused 5/3/2006 5/3/2010 Active Business Owner Information Name Role Effective Date Expiration Date Hettervig, Mark John President 05/01/1998 Amount Brooks, Ivan L. Secretary 05/01/1998 01/22/2010 Vandegrift, Kenneth Vice President 05/01/1998 01/22/2010 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 3 DEVELOPERS SURETY & INDEMNITY 550168C 06/12/2002 Until Cancelled $12,000.00 11/25/2002 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 9 OHIO CAS INS BK053121776 10/28/2006 10/28/2010 $1,000,000.00 10/30/2009 8 OHIO CASUALTY INS CO 53121776 10/28/2004 10/28/2006 $1,000,000.0010 /27/2005 7 co 10 CAS INS 53121776 10/28/2003 10/28/2004 $1,000,000.00 11/19/2003 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 04/30/2010 EXTERIOR NSF GASKET 2x WOOD (T&G) BUTYL CAULKING (3 /81BEAD,32'TIOR BELOW) 2x WOOD (T&G) METAL 1" X 5" CONT. 26GA. GALV. STEEL TOP CAP WITH #8 X 5/8" TEK SCREWS 023" O,C. 3/8" X 6" LAG BOLT AND WASHER 023" O.C. METAL CEILING PANEL 1' X 7 1/2" CONT. 26GA. GALV. STEEL TOP CAP WITH 18 X 5/8" TEK SCREWS 023" O.C. 3/8" X 8" LAG BOLT AND WASHER 023" O.C. METAL 3/4" PLYWOOD 1" X 6 1/2" CONT. 26GA. GALV. STEEL TOP CAP WITH /a x 5/8" TE1( SCREWS 923" O.C. 3/8' X B" LAG BOLT ANO WASHER 023" O.C. 2x4 WOOD METAL EXTERIOR INTERIOR 7 11. X 26GA. GALV. STEEL COVE BASE(NSF CERTIFIED) INTERIOR & EXTERIOR W /fl8 X 5 /8" TEK SCREW 7/8" X 7/8" X 200A. CONT. ANGLE #14 X 3" TEK SCREWS 0 23" 0.C. FLOOR PANEL 3/4' PLYWOOD CEILING PANEL WALL PANEL KEY WAY BUTYL/CAW(ING 3/B" BEADS MECH. APPLIED CEIUNG PANEL BUTYL/CAULKING (3/8" BEAD) BUTYL /CAULKING (3/8 "BEAD) NSF GASKET SIUCONE(1 /4 "BEAD) 2x WOOD = =r WALL PANEL FOAM CEILING CEILING LAG DOS! TO WALL (3 1(2" TI•IK( CEILING, COOLER) CAM LOCK PLUG BUTTON FASTENER NSF GASKET 048" 0.0. MAX. _INTERIOR PANEL TO PANEL MOP-FRAME, TONGUE 4 GROOVE) NSF GASKET BUTYL /CAULKING (3/8 "BEAD) i<'; •/ SILICONE 2x WOOD NSF GASKET WALL PANEL FOAM CEILING LAC DOUN TO UJALL NSF GASKET 2x WOOD WALL PANEL SIUCONE (1 /4"x) FOAM GASKET SILICONE/CAULKING 1/4" BEADS CEILING LAG DO% TO WALL (5N TI-K. CEILING, FREEZER) 80 NAIL 0 12" O.C. EXISTING FLOOR INTERIOR INTERIOR DOOR SECTION / 2 " 1/2" 6" 16GA. GALV. STEEL ANGLE 20 CA. 7/8" x 7/8" CONT. /14 X 2 1/2" TEK SCREWS 0 23" O.C. 6 AFF CAULK (3/8"BNEAO) EXTERIOR 6"H. X 26GA. GALV. STEEL COVE BASE(NSF CERTIFIED) W / 118 X 5/8" TEK SCREW — COOLER PANEL KEY WAY SIUCONE (1 /4'BEAO) EXTERIOR :+�+�14. + INTERIOR U1ALL TO �Loo� uJ ®o0 �I��E (FREEZER) CHASE OVERHEAD DOOR BRACKET DOOR SECTION 3/8" CARRIAGE BOLT #14 X 21/2 TEK SGRE3^S (ANGLE TO DOOR SECTION) I 'GA.Ai �Y STEEL ANGLE 2-3/4" PLYWOOD X 8" X 84 WITH STUCCO WHITE COVER y � i•b. WALL TO CURB (COOLER) HILT1 DRNE PINS WITH MIN 1 1 /4'EMB 023" O.C. CONC. CURB FINISH FLOOR EXTERIOR 611. X 26GA. GALV, STEEL 3 COVE BASE(NSF CERTIFIED) W/ f8 X 5/8" TEK SCREW 20 GA. 7/8" X 7/8" CON". /14 X 2 1/2" TEK SCREWS 0 23' O.C. 6" AFF 4 - #14X2 1 /2rr TEK SCREWS (ANGLE TO DOOR SECTION) DOOR SUPPORT ANGLE MIDST BE INSTALLED TO DOOR SECTION STUD OR MASONRY WALLS 145' HILTI DRIVE PINS MIN.1 I /4' EMB. - OR tfOUIVALENT (ANGLE TO FLOOR) INT. EXT. DOOR SUPPORT ANGLE MUST BE INSTALLED TO 17008 SECTION COOLER(INT.) 20 GA. 7/13" X 7/8" CONT. /14 X 2 1/2" TEK SCREWS 0 23' O.C. „ 6 "H. X 260A. GALV. STEEL COVE BASE NSF CERTIFIED) W / 118 X 5/8" TEK SCREW COOLER PANEL KEY WAY SIUCONE (1 /4 "8EAD) CONN TO BEAM BY OTHERS W 8 X 13 BEAM 4 - #14 X 2" WOOD STEW BM TO WOOD PL. 012 EQUALLY SPACED SCREWS W/ WASHERS TO PNL TOP PL. THREE(3) 2.4 OR 2X5 WOOD WI1H 1140(2) MSG Phil ROWS OFF 7/16` x 2 1/2' 15GA. STAPLES 0 CO C. DOM SW 2.4m7 20GA GALV. U -CAP (FACTORY MOUNTEP) `-- � X30 OH CMS g rank k v8.X4'LAC SCREWS 0 16'O.C. trmt •Nt100 ems (2X4'OR2X5') CAW(NG CAlA001,4 UJUNG PANEL- CE1u1JG PAtf1. WO(2) THR3) ROWS /OF P1l170x 1 1/4' IBCat STAPLES 0 6'0.A WOOF BEAM VI w 3ieXe!JG SCREWS 0 25. O.C. 1100_1 B. AM t0 CEILING REVIEWED E APPROVE APR 2 9 2010 11W2)24COLUWWN 9uGIJ1 LOCK PAl�1S WOOD BEAM TO WALL COOLER PANEL KEY WAY CEIUNG L SIUCONE (1/4 "BEAD) CAULKING (3/8 "BEAD) (3/8 BEAD) FINISH FLOOR ti • , . :• •� • .: WALL TO CURB (COOLER) HILT! DRIVE PINS WITH MIN 1 1 /4 "EMB 023" O.C. CONC. CURB • ', • • WALL TO CURS (COOLER) HILTI DRIVE PINS WITH MIN 1 1 /4 "EMB 023" O.C. CONC. CURB — FINISH FLOOR 2 -, 2 X 4 WOOD COLUMN REQ D W /IN 12 OF STEEL BEAM (ADD IF NO RAIL ® LOCATION GOVERNMENT REGULATION N.R. 6, known os the "Energy Independence cnd Security Act of 2007" (EISA) and adopted by Ite Cofi {ornio Energy Commission {CEC), provides new requirements for Wolk -in Cooler cnd Wady -in Freezer monufcclurers effect :ve Januory 1, 2009 fcr all new Welk -in Cooler and Wolk -in Freezer cop:Do: lens. All watt pcne.le, ceiling pane's, Door panels, and doors manufactured by hill PHOENIX comely wilt, (A and the CEC; however, some accessories commonly purchased with your Walk -in boxes may not comply with the new regulctions. d is ultlrnotely the manufacturers of these accessories that ore responsible to comply with EISA and the CEC requiet;ans whIch ere ovailab'e al: htlp/( www .hydrogenene'rygo(ioddefetea Mk low 110 -140 la- 19 -Q7,! fa( ESA line r1, section 312 NtR:/ /l3A.S_ ^9 oy ss92v/. CRDiS94£ fi /24011CU14.7304e9/.24QI1,M..LR_1D For CEC reguialiors (Ca'i!orr;c) PROPRIETARY INFORMATION DRAWINGS MAY NOT OI.RECTIY DR INDIRECTLY RE REPRI,DUCLD (DIIRTALLY OR OIIIERwIS(), COPIED TwANSUiliD, UR ANY PURIP,N VI .:AID CONHOENOAL IN'ORVATION DISCLOSED TO OTHERS WITHOUT THE PR,OR CRUTCH FERI41551ON OF fill PHOENIX. NOR IS iT PERl11,TE0 FOR ALT' OTHER PERSON TO COPY, RYlR E ENGINEER, DLSASSELIRLE, RENI, (EASE, LOAN, SELL DISTRIDUIE, SUB LICE.RSE. OR OTHERWISE RECREATE FROPRIETARY IttFCRNATiON INCLUDED IV 111ESF DRAWINGS. THESE IA4TER'M 5 ARE PROTECTED t/NOIR COPYRIGHT LAWS AND WUL ttOT BE roRTTITED. WALK —INS MAIN OFFICE 505 PECAN ST., Ste. 200 TEL: 817 339 -2100 FORT WORTH, TX 76102 FAX: (817) 339 -2199 WEST COAST FACTORY 420 E. ARROW HWY. TEL: 592 -8830 SAN DIMAS, CA 91773 FAX: 909) 592 -8890 EAST COAST FACTO909 RY 1003 SIGMAN ROAD, TEL: 770 285 -3280 CONYERS, GA 30013 FAX: (770) 285 -3093 SEAFOOD CITY QV-AP) SEATTLE, HA DETAIL CUSTOMER SEAFOOD GITY - SEATTLE DRAWN BY DATE SCALE SHERRY 03/18/10 N.T.S. ia- oogb -n MIO osi RECEIVED APR 16 2010 PERMIT CENTER 48' -0" [576] 0.0. FREEZER • IgrAmorbm•Almf b ire .ewainn�,t emit rwiir /AMPAN•,Pw�w.Kwrrwrr,Mrrr YAKAII IIIIMIIII rN.rw .wr ltkas r rA•AiteADrJr►r/r' r (CD©[E 'MEM (AV 25' -6" [306] It ,1013 P.G. 5' 7'--6" [90] 1 0 rr► _- - it rr�r . r0:111111/1 r/. 15- -0" [180] a LATCH IS.R HINGE CLOSER 56 486 AFH 12775 r 1/8 "ALUMINUM DIAMOND PLATE INTERIOR FLOOR (FIELD INSTALLED) CONSTRUCTION : FINI51-I : ACCESSORIES : ocAd- gad NOTE : WALLS: CEILING: FLOOR: SFECIFICATIONS 4" WOOD- FRAME(Tte), POLYURETHANE F -I -P 5" WOOD- FRAME(Tl &), POLYURETHANE F -I -P 4" WOOD -FRAME (T$62, WITH TWO (2) LAYER OF 3/4" PLYWOOD ON TOP AND 2 X 4 SUPPORT @24" ON CENTER, POLYURETHANE F -I -P STUCCO GALV. STEEL INTERIOR STUCCO GALV. STEEL EXTERIOR I/8 "ALUMINUM DIAMOND PLATE INTERIOR FLOOR (FIELD INSTALLED STUCCO GALV. STEEL EXTERIOR FLOOR I EA. - ; E A . EA. - I EA. - I EA. - I EA, - 60" X 84" HINGED, INFIT, 4" THICK FREEZER DOOR (STUCCO GALV. STEEL INT.$EXT) 36"H. ALUMINUM DIAMOND KI KPLATES INT. EXT. I6GA.GALV. STEEL JAMB (4 "� HEATED FRAME (352 3 SIDED) DOOR HEATER (5 S2 ) HEAVY DUTY THRESHOLD HEATER VAPOR PROOF 48" FLUORESCENT LIGHT FIXTURE - ISIOFES (LIGHT BULBS NOT INCLUDED) -SHIP LOOSE 66 X a0 " PLASTIC CURTAIN LIGHT SWITCH WITH PILOT LIGHT 2" THERMOMETER HEATED AIR VENT ( #1832) LAS DOWN CEILING 010 �y/_yA(yJYA` GOVERNMENT REGULATION N.R. 6, known as the "Energy Independence and Security Act of 2007^ (EISA) and adopted by iha California Energy Commission (GEC). provides new requirements for Welk -in Cooler and Walk -in freezer manu!odurers alledive January T. 2009 Tor all new Walk -in Cooler and Woik -in Freezer applications, At wall panels, ceiling panes, Poor panels, and doors manufactured by Hsl PHOENIX comply with EISA and the CSC; however, some accessories commonly purchased with your 4Ya!k -in Sores may not campy with the new regulations. It is ultimately the manufacturers of these accessories that we responsi:Ae to comply with ESA and tta CEC regulations whch are avails/he est- bttoli ever r= or , Is e`er . 4c 110 -14 2-19-07 ea or tiSA T;1Ie ft, swoon 312 I tR✓./trueSts:'GSO$Gyiscilsiac ", t = kio rr : -At -t: Fcs CFC regulations (Cali/ark) PROPRIETARY INFORMATION LAWMCS MAY NOT O1RECILY OR INDRECTLY BE REPROOOCED (DY'ITALLY OR O1HE,RWISF,). CORED 1RANSUIITEO. OR A1f1 PORTION Of SAID CONFIDENTIAL LVFORW+TION DISCLOSED 10 OTHERS WI11mU1 "iC. PrtCP, WRITTEN PERMISSION OF IC. PHOENIX, h'OR t5 H PERLf..TTED FOR ANr OTHER PERSON f0 COPT. REVERSE ENGINEER, DISASSEMBLE, RENT, LEASE. LOAN. SELL EYSIRiBUTE, SUB UCEYSE, OR OTHERNLSE RECREATE PROPRIETARY ItfORWLBON INCLUDED IN THESE DRAWINGS. THESE VATERMIS ARE PROTECTED UNDER COPYCICHT LAWS AND WIII. NOT BE FORFEITED. REVIEWED FOR CODE COMPLIANCE APEMOVE APR 2 9 2010 City of Tukwila BUILDING DIVISION SUBM!TTAL DRAWING DRAWING MUST BE SIGNED & RETURNED REVIEW ALL DIMENSIONS, SPECS, DETAILS, DOOR SIZES AND SWINGS ❑ APPROVED AS IS — MANUFACTURE AS DRAWN P APPROVED AS NOTED -- MANUFACTURE AS NOTED r- NOT APPROVED — REVISE AND RESUBMIT DELIVERY DATE REQUIRED DATE SIGN PRINT NAME SIGNATURE AUTHORIZES MANUFACTURING 1111Leilagilli2k WALK -INS MAIN OFFICE 505 PECAN ST., Ste. 200 TEL: (817) 339 -2100 FORT WORTH, TX 76102 FAX: (817) 339 -2199 WEST COAST FACTORY 420 E. ARROW HWY. TEL: 909 592 -8830 SAN DIMAS, CA 91773 FAX: (909) 592 -8890 EAST COAST FACTORY 1003 SIGMAN ROAD, TEL: (770) 285 -3280 CONYERS, GA 30013 FAX: (770) 285 -3093 JOB SEAFOOD GITY SEATTLE, HA GROCERY FREEZER (JV -AP) CUSTOMER SEAFOOD CITY -- SEATTLE DRAWN BY SHERRY DATE 03/I q/10 SCALE 3/16" =1' -0" DRAWING NO. 10-- 00g6 -2 RECEIVED APR 16 2010 PERMIT CENTER CV I ` 1 a \ 0 1 s 1/8 "ALUMINUM DIAMOND PLATE INTERIOR FLOOR (FIELD INSTALLED) CONSTRUCTION : FINI51-I : ACCESSORIES : ocAd- gad NOTE : WALLS: CEILING: FLOOR: SFECIFICATIONS 4" WOOD- FRAME(Tte), POLYURETHANE F -I -P 5" WOOD- FRAME(Tl &), POLYURETHANE F -I -P 4" WOOD -FRAME (T$62, WITH TWO (2) LAYER OF 3/4" PLYWOOD ON TOP AND 2 X 4 SUPPORT @24" ON CENTER, POLYURETHANE F -I -P STUCCO GALV. STEEL INTERIOR STUCCO GALV. STEEL EXTERIOR I/8 "ALUMINUM DIAMOND PLATE INTERIOR FLOOR (FIELD INSTALLED STUCCO GALV. STEEL EXTERIOR FLOOR I EA. - ; E A . EA. - I EA. - I EA. - I EA, - 60" X 84" HINGED, INFIT, 4" THICK FREEZER DOOR (STUCCO GALV. STEEL INT.$EXT) 36"H. ALUMINUM DIAMOND KI KPLATES INT. EXT. I6GA.GALV. STEEL JAMB (4 "� HEATED FRAME (352 3 SIDED) DOOR HEATER (5 S2 ) HEAVY DUTY THRESHOLD HEATER VAPOR PROOF 48" FLUORESCENT LIGHT FIXTURE - ISIOFES (LIGHT BULBS NOT INCLUDED) -SHIP LOOSE 66 X a0 " PLASTIC CURTAIN LIGHT SWITCH WITH PILOT LIGHT 2" THERMOMETER HEATED AIR VENT ( #1832) LAS DOWN CEILING 010 �y/_yA(yJYA` GOVERNMENT REGULATION N.R. 6, known as the "Energy Independence and Security Act of 2007^ (EISA) and adopted by iha California Energy Commission (GEC). provides new requirements for Welk -in Cooler and Walk -in freezer manu!odurers alledive January T. 2009 Tor all new Walk -in Cooler and Woik -in Freezer applications, At wall panels, ceiling panes, Poor panels, and doors manufactured by Hsl PHOENIX comply with EISA and the CSC; however, some accessories commonly purchased with your 4Ya!k -in Sores may not campy with the new regulations. It is ultimately the manufacturers of these accessories that we responsi:Ae to comply with ESA and tta CEC regulations whch are avails/he est- bttoli ever r= or , Is e`er . 4c 110 -14 2-19-07 ea or tiSA T;1Ie ft, swoon 312 I tR✓./trueSts:'GSO$Gyiscilsiac ", t = kio rr : -At -t: Fcs CFC regulations (Cali/ark) PROPRIETARY INFORMATION LAWMCS MAY NOT O1RECILY OR INDRECTLY BE REPROOOCED (DY'ITALLY OR O1HE,RWISF,). CORED 1RANSUIITEO. OR A1f1 PORTION Of SAID CONFIDENTIAL LVFORW+TION DISCLOSED 10 OTHERS WI11mU1 "iC. PrtCP, WRITTEN PERMISSION OF IC. PHOENIX, h'OR t5 H PERLf..TTED FOR ANr OTHER PERSON f0 COPT. REVERSE ENGINEER, DISASSEMBLE, RENT, LEASE. LOAN. SELL EYSIRiBUTE, SUB UCEYSE, OR OTHERNLSE RECREATE PROPRIETARY ItfORWLBON INCLUDED IN THESE DRAWINGS. THESE VATERMIS ARE PROTECTED UNDER COPYCICHT LAWS AND WIII. NOT BE FORFEITED. REVIEWED FOR CODE COMPLIANCE APEMOVE APR 2 9 2010 City of Tukwila BUILDING DIVISION SUBM!TTAL DRAWING DRAWING MUST BE SIGNED & RETURNED REVIEW ALL DIMENSIONS, SPECS, DETAILS, DOOR SIZES AND SWINGS ❑ APPROVED AS IS — MANUFACTURE AS DRAWN P APPROVED AS NOTED -- MANUFACTURE AS NOTED r- NOT APPROVED — REVISE AND RESUBMIT DELIVERY DATE REQUIRED DATE SIGN PRINT NAME SIGNATURE AUTHORIZES MANUFACTURING 1111Leilagilli2k WALK -INS MAIN OFFICE 505 PECAN ST., Ste. 200 TEL: (817) 339 -2100 FORT WORTH, TX 76102 FAX: (817) 339 -2199 WEST COAST FACTORY 420 E. ARROW HWY. TEL: 909 592 -8830 SAN DIMAS, CA 91773 FAX: (909) 592 -8890 EAST COAST FACTORY 1003 SIGMAN ROAD, TEL: (770) 285 -3280 CONYERS, GA 30013 FAX: (770) 285 -3093 JOB SEAFOOD GITY SEATTLE, HA GROCERY FREEZER (JV -AP) CUSTOMER SEAFOOD CITY -- SEATTLE DRAWN BY SHERRY DATE 03/I q/10 SCALE 3/16" =1' -0" DRAWING NO. 10-- 00g6 -2 RECEIVED APR 16 2010 PERMIT CENTER CO N. ao 1 0) 29.-5" [353] D.D. COOLER 9' - 1" [1091 2'-6" 6'-7" 11•-e [1361 91-0" [1081 WOOD BEAM - 2 X 5) 2?-6" 5' gt)'SPR/4 <13fgeSRAW%V)41Y/b,"(1) LTS 0 AM E T AIR SPACE 00A11/04111/.0AN021111,041110211115,41110WAII 61.■ **ma 0•1161011106 Xi .2 —4 1REFRIOERATIONY RACK 4150 LBS. C'1 C X .2 ce) ) 56X8.2 w.6.4 ,4z3 ,r) 66..6 2 X 5 8'- CO (NI 21`--11" FLAN VIEW veaasavi" 2 EA -14 .DX13 STEEL I3F.AM) X10 4 EA. - 2 X 4 - 4E3" LONG HOOD 1 BY OTHERS). WITH 3/8' P X 6" LAG FRONT ELEvATIoN 29'-9" CONSTRUCTION : FNI161-1: ACCESSORIES : NOTE: 2'- 1 6`-.1" 21'- / cl,RE3 LA'roUT 2 - 3/4' PLYWOOD BACKING (FAR SIDE)Aelk 1RIGHT ELEVATION SPECIFICATIONS WALLS 3 1/2" WOO-FRAME (T46), POLYURETHANE F- -P CEILING : WOOD-FRAME (T4G) °NEN LAYER OF 3/4" PLYWOOD ON TOP, POLYURETHANE F-I-P 200A. GALy, STEEL INTERI(YR CEILING 5ThG60 GALV. STEEL INTERIOR VIALL STUCCO GALV. STEEL EXTERIOR 1 EA. - 60' X e44 HINGED INFIT, 3 1/2" TH1GK COOLER 1700R (5ThOGO 6ALV. STEEL INT.4EXT.) * 3641 ALUMINUM DIAMOND KICKPLATES INT. 4 EXT. 1 166A.GALV. STEEL „IAMB 0 1/21 I EA - 60" X 84" FRANK MANUAL, SINGLE, HORIZONTAL SLIDING COOLER DOORIAll 246A. STUCCO WHITE 6ALV. STEEL FINISH, 36"H. ALUMINUM DIAMOND KICKPLATES INT4EXT„ POLY STAY ROLLERS CLOSURE HOOK, PULL HANDLES INTERIOR AND EXTERIOR. PLATED LAG DOLTS AND WAS1-ER5 4. 20SA.E'ALV. STEEL JAMB (3 1/2') 1 EA. - VAPOR PROOF 45" FLUORESCENT LIGHT FIXTURE- IblOFES (LIGHT BULBS NOT INCLUPED) -SHIP LOOSE I EA. - 66" X q0" PLASTIC CURTAIN 2 EA. -1.161-1T SWITCH WITH PILOT LIGHT 2 EA. - T THERMOMETER I LOT - STFUCTURAL SUPPORT I EA, - b6 X .10 PLASTIC. CURTAIN WITH CHASE OVERHEAD DOOR BRACKET * LOT - ALt THREAD RODS LOT - GARRAGE BOLT LA6 DOWN CEILING -146 ON HEADER JOINTS REVIEWED FOR CODE COMPLIANCE A '14 ONE APR 2 9 2010 City of Tukwila BUILDING DIVISION SUBMITTAL DRAWING DRAWING MOT BE SIGNED & RETURNED RENEW ALL DIMENSIONS, SPECS, DETAILS, MR SIZES AND SWINGS APPROVED AS IS - MANUFACTURE AS DRAWN 0APPROVED AS NOTED - MANUFACTURE AS NOTED E Nor APPROVED - REVISE AND RESUBMIT DELIVERY DATE REQUIRED DATE SIGN PRINT -N-41 SIGNATURE AUTHORIZES MANUFACTURING GOVERNMENT REGULATION HE 6, Vasa 'Crew Sordaat ad Sonar Mel 2007" MI 604 adatd et LS (add* Nag Corr:riga pad* neakaand Pa Wat-'4 6600 N64-61 (NOW lantacOrto ONalv• ,, 1 ... 16,00a Coda ad WA... fowl: madam eml Kola ado, Po* AM P.N. 011 awn ...do ilsvd tHOOIX array Si 6/56 to CM; Now, sato armorer conrcady Woof ath i 11616-ts tau. ray na cask .46 the no apt**. a atartal, ths ran/a:arm d 4.. alerido ht niatant* 6,676 aa. CEa ad a. Cr) ORknao 6,60, to math ot bi.)6406.16,6-facaaaataailaa,a.* 1.. "'DO " 66, na ttrts/ArturtmisathasIrtzsrtartahalintirtaafalaglILLO r. c1C NI•kibN (Cd4.ad PROPRIETARY INFORMATION WINGS AT Ng Cattlia c. 0666116 **MAD ICICITC.) Pi Cr.C61,60, 06610 1164466M, 016 *m MO Ca 64) CCataXaall. Idtall4C61 01666.6 oaram liWIR DE r aarftli alinikAa JILL ',Val NW 16 nt MUM MI lat Itazt la Ctla. Dal6CER. CCiamsa. RIAL ICA% Ma 44a. watalt. 4 aI 6wa. aa ParafT6M 110$, 4 calAam D a4 4 am MAM DOS lIaVS (tit( L6C4 CaK0 (4) ll (WM, fjff F0144:11E1 ILK WALK-INS MAIN OFFICE 505 PECAN ST., SW. 200 TEL: (817) 339-2100 FORT WORTH, TX 76102 FAX: 517) 339-2199 WEST COAST FACTORY 420 E. ARROW HR. TEL: (909) 592-9830 SAN 011AAS, CA 91773 FAX: 009) 592-8890 EAST COAST FACTORY 1003 SICMAN ROAD. TEL: (770) 265-3280 CONYERS, 04 30013 FAX: (770) 285-3093 SEAFOOD CITY SEATTLE, WIA PRODUCE COOLER (.N-AP) CuStrturrt SEAFOOD CITY - SEATTLE 04•4 SHERRY Mb 03/115/10 DRAWN NO. 10-00%-1 1/4":71.-0" 051 RECEIVED APR 1 6 2010 PERMIT CENTER LATCH 56-- . IJOLT @ 1•" (LG. tA. K.IL) 1 TO CEILING PANEL. 1 1 1.6.12 486 ANO IIIGE 127/S 1 1 T1.5- • 11111WEINI .1 CO p_ ,—,..rt 0 . CNI }.... I ,_ # ,■., L ' I I '.2-I II I DOOR PANEL HOG 7' I . I FRONT ELEvATIoN 29'-9" CONSTRUCTION : FNI161-1: ACCESSORIES : NOTE: 2'- 1 6`-.1" 21'- / cl,RE3 LA'roUT 2 - 3/4' PLYWOOD BACKING (FAR SIDE)Aelk 1RIGHT ELEVATION SPECIFICATIONS WALLS 3 1/2" WOO-FRAME (T46), POLYURETHANE F- -P CEILING : WOOD-FRAME (T4G) °NEN LAYER OF 3/4" PLYWOOD ON TOP, POLYURETHANE F-I-P 200A. GALy, STEEL INTERI(YR CEILING 5ThG60 GALV. STEEL INTERIOR VIALL STUCCO GALV. STEEL EXTERIOR 1 EA. - 60' X e44 HINGED INFIT, 3 1/2" TH1GK COOLER 1700R (5ThOGO 6ALV. STEEL INT.4EXT.) * 3641 ALUMINUM DIAMOND KICKPLATES INT. 4 EXT. 1 166A.GALV. STEEL „IAMB 0 1/21 I EA - 60" X 84" FRANK MANUAL, SINGLE, HORIZONTAL SLIDING COOLER DOORIAll 246A. STUCCO WHITE 6ALV. STEEL FINISH, 36"H. ALUMINUM DIAMOND KICKPLATES INT4EXT„ POLY STAY ROLLERS CLOSURE HOOK, PULL HANDLES INTERIOR AND EXTERIOR. PLATED LAG DOLTS AND WAS1-ER5 4. 20SA.E'ALV. STEEL JAMB (3 1/2') 1 EA. - VAPOR PROOF 45" FLUORESCENT LIGHT FIXTURE- IblOFES (LIGHT BULBS NOT INCLUPED) -SHIP LOOSE I EA. - 66" X q0" PLASTIC CURTAIN 2 EA. -1.161-1T SWITCH WITH PILOT LIGHT 2 EA. - T THERMOMETER I LOT - STFUCTURAL SUPPORT I EA, - b6 X .10 PLASTIC. CURTAIN WITH CHASE OVERHEAD DOOR BRACKET * LOT - ALt THREAD RODS LOT - GARRAGE BOLT LA6 DOWN CEILING -146 ON HEADER JOINTS REVIEWED FOR CODE COMPLIANCE A '14 ONE APR 2 9 2010 City of Tukwila BUILDING DIVISION SUBMITTAL DRAWING DRAWING MOT BE SIGNED & RETURNED RENEW ALL DIMENSIONS, SPECS, DETAILS, MR SIZES AND SWINGS APPROVED AS IS - MANUFACTURE AS DRAWN 0APPROVED AS NOTED - MANUFACTURE AS NOTED E Nor APPROVED - REVISE AND RESUBMIT DELIVERY DATE REQUIRED DATE SIGN PRINT -N-41 SIGNATURE AUTHORIZES MANUFACTURING GOVERNMENT REGULATION HE 6, Vasa 'Crew Sordaat ad Sonar Mel 2007" MI 604 adatd et LS (add* Nag Corr:riga pad* neakaand Pa Wat-'4 6600 N64-61 (NOW lantacOrto ONalv• ,, 1 ... 16,00a Coda ad WA... fowl: madam eml Kola ado, Po* AM P.N. 011 awn ...do ilsvd tHOOIX array Si 6/56 to CM; Now, sato armorer conrcady Woof ath i 11616-ts tau. ray na cask .46 the no apt**. a atartal, ths ran/a:arm d 4.. alerido ht niatant* 6,676 aa. CEa ad a. Cr) ORknao 6,60, to math ot bi.)6406.16,6-facaaaataailaa,a.* 1.. "'DO " 66, na ttrts/ArturtmisathasIrtzsrtartahalintirtaafalaglILLO r. c1C NI•kibN (Cd4.ad PROPRIETARY INFORMATION WINGS AT Ng Cattlia c. 0666116 **MAD ICICITC.) Pi Cr.C61,60, 06610 1164466M, 016 *m MO Ca 64) CCataXaall. Idtall4C61 01666.6 oaram liWIR DE r aarftli alinikAa JILL ',Val NW 16 nt MUM MI lat Itazt la Ctla. Dal6CER. CCiamsa. RIAL ICA% Ma 44a. watalt. 4 aI 6wa. aa ParafT6M 110$, 4 calAam D a4 4 am MAM DOS lIaVS (tit( L6C4 CaK0 (4) ll (WM, fjff F0144:11E1 ILK WALK-INS MAIN OFFICE 505 PECAN ST., SW. 200 TEL: (817) 339-2100 FORT WORTH, TX 76102 FAX: 517) 339-2199 WEST COAST FACTORY 420 E. ARROW HR. TEL: (909) 592-9830 SAN 011AAS, CA 91773 FAX: 009) 592-8890 EAST COAST FACTORY 1003 SICMAN ROAD. TEL: (770) 265-3280 CONYERS, 04 30013 FAX: (770) 285-3093 SEAFOOD CITY SEATTLE, WIA PRODUCE COOLER (.N-AP) CuStrturrt SEAFOOD CITY - SEATTLE 04•4 SHERRY Mb 03/115/10 DRAWN NO. 10-00%-1 1/4":71.-0" 051 RECEIVED APR 1 6 2010 PERMIT CENTER 40' -10M" [49 ] O.D. COOLER 19' -97" [237] 243" [253] .63. -410 L AilJAU' Frdi 44,ZSI M!R4II;.!4IVW)Uth2i •) V � I X I i(NJ n II;r 81,1 1 li) I:) y,kurl,trrww+gf:S.ttcGC duty ?raEpzc�+�sz�iv:;rra 9 0 0 d) SUBMITTAL DRAWING DRAWING ,MUST BE SIGNED & RETURNED REV +EW ALL DIMENSIONS, SPECS, DETAILS, DOOR SIZES AND SWAGS © APPROVED AS IS - VANUFACTURE AS DRAWN ❑ APPROVED AS NOTED - MANUFACTURE AS NOTED L] NOT APPROVED -- REVISE AND RESUBMIT DELIVERY DATE REQUIRED DATE SIGN PRINT NAME SIGNATURE AUTHORIZES MANUFACTURING CONSTRICTION : FINISH ACCESSORIES : 2" AIR SPACE in NOTE : 41' -32" [495] SPEC;FIC,4T1DN5 CEILING : 3 12" 1,400D-FRAME OO- FRAMEE TT+4.0), POLYURETHANE F-�I -P STUCCO l^16HITE STEEL ALV.. STEELIEXTERIOR HI-ERE INDICATED STUCCO GALV. STEEL BALANCE OF EXTERIOR I EA. - 00' X 84' HINGED, INFIT, 3 1/2° THICK COOLER DOOR (STUCCO GALV. STEEL INT.4EXT.) e 36 "H. ALUMINUM DIAMOND KIGKPLATES INT. 4 EXT. I EA. - 60' X 84 FRANK MANUAL SINGLE, HORIZONTAL SLIDING COOLER DOOR N/ 246A. STUCCO WHITE GALV, STEEL FINISH, 36 1H, ALUMINUM DIAMOND KIGKPLATES INTAEXT., POLY STAY ROLLERS CLOSURE HOOK, PULL HANDLES INTERIOR AND EXTERIOR, ING PLATED LAG BOLTS AND WAS -IERS 2OGA.6ALV. 5 IELL JAMS (3 1/2'1 b EA. - VAPOR PROOF 48" FLUORESCENT LIGHT FIXTURE - 18I0FES (LIGHT BULBS NOT INCLUDED) -SHIP LOOSE I EA. - 66' X g0' PLASTIC CURTAIN 2 EA. - LIGHT SWITCH NITH PILOT LIGHT 2 EA. - 2" THERMOMETER I LOT - STRUCTURAL SUPPORT I EA. - bb" X g0" PLASTIC CURTAIN I'IITH CHASE OVERHEAD DOOR BRACKET LOT - ALL THREAD RODS $ LOT - CARRAGE BOLT LAG DOWN CEILING 146 ON HEADER JOINTS 0) 1 IS.R 486 ANO HINGE CLOSER PLAN VIEW CO° .-- �r CNI CO �.-... I r ............. �... 1 f] _li BACK ELEVATION 13' -8" [164] r--t r.l<o 2 - 3/4" PLYW'WOP BAGKINGG (FAR 510E) r�2 RIGHT ELEVATION foc% V A\k( tics [205] f CUFF L4XOUT 3' -9 " [165 } GOVERNMENT REGULATION "k V. Nun m IN (now iY rpdgea CM SuVy Mil Mr XISIO RA *NANA iy O. Ofilsda Imyy Con,TO. (ON:. poA1a M ftpyptap{ M °d-r Cw'r ad Mii -n Ffulir v^adit1n, "F.tbn bxyy t, riW IY "l u. piL ^n twY• ad aa•K fm■vr .{aYttm,. AI R7 {cook NON ;gawk Ito mos w1 HM "fre1u4N 1.1 MOM renVH .it CO aq R . OTC: ro..t ,. iaal rcotu:s wnlvJy a1mp11c p+m pu 4m..e mw pay .a w.,dy .0 U. n1p RyhHa'L n Y atlptOry at p"n'kdvon if Dr.% etttuttie i u1 {rtyf. ib p a1RT/ . ' tr,a N n. or •iCk b! CMS n pgkn M: etialho,VvxmomazahiAlointrok p. IIC -11.) tt -IP- ON Rif SF NSA 1M R tR6a Stt na/Lnitrors2sed.rr orotW.e,throw.f9 ii sa rit "ydeb„ Iea)tan) tAk 0 PROPRIETARY INFORMATION MI MS IMF Wi a&Citr OR °CONN'MT OF DOtJOINNO WILLY OR °noviz). coem ICos_ SR 0, MY min fr 510 OMIT MrIt PF0I'14141 MOM 11101101 INOOIR ME MIX bf11t1 FURSapl DI "U MM. Ka I W,Nt17N IA N" OIHOI MOON ID CW1. ROM mom oewsa.ve,F- rad. WsL ww, st1:. asliwn, URI LR& OR DAMAO 4L:t9A,t MIAOW, DEIa"lroi AIM If nk`(f AAS Mt pi@SVS IC° PROMO w.*< QklMD11 (MS MD ut MN NE MAO. WALK -INS MAIN OFFICE 505 PECAN ST., Ste. 2007E1; 817 339 -2100 FORT WORTH, IX 76102 FAX: (817) 339 -2199 WEST COAST FACTORY 420 E. ARROW HWY. 'EL: 909) 592 -6830 SAN DIMAS, CA 9177.5 FAX: 1909) 592 -8890 EAST COAST FACTORY 1003 SIGMAN ROAD, TEL: 770 285 -3280 CONYERS, CA 30013 FAX: 770) 285 -3093 051 DESCN' SEAFOOD CITY SEATTLE, HA MEAT COOLER CUStOWN SEAFOOD CITY - SEATTLE MOAN DT WIC SWILL (.N -AP) l0- OOg6 -3 REVIEWED FOR CODE COMPLIANCE AP ROVED APR 2 9 2U10 City of Tukwila BUILDING DIviw ' ECEIVED APR 16 2010 PE IT CENTER 1 DOOR PANEL HEIG 7 1 BACK ELEVATION 13' -8" [164] r--t r.l<o 2 - 3/4" PLYW'WOP BAGKINGG (FAR 510E) r�2 RIGHT ELEVATION foc% V A\k( tics [205] f CUFF L4XOUT 3' -9 " [165 } GOVERNMENT REGULATION "k V. Nun m IN (now iY rpdgea CM SuVy Mil Mr XISIO RA *NANA iy O. Ofilsda Imyy Con,TO. (ON:. poA1a M ftpyptap{ M °d-r Cw'r ad Mii -n Ffulir v^adit1n, "F.tbn bxyy t, riW IY "l u. piL ^n twY• ad aa•K fm■vr .{aYttm,. AI R7 {cook NON ;gawk Ito mos w1 HM "fre1u4N 1.1 MOM renVH .it CO aq R . OTC: ro..t ,. iaal rcotu:s wnlvJy a1mp11c p+m pu 4m..e mw pay .a w.,dy .0 U. n1p RyhHa'L n Y atlptOry at p"n'kdvon if Dr.% etttuttie i u1 {rtyf. ib p a1RT/ . ' tr,a N n. or •iCk b! CMS n pgkn M: etialho,VvxmomazahiAlointrok p. IIC -11.) tt -IP- ON Rif SF NSA 1M R tR6a Stt na/Lnitrors2sed.rr orotW.e,throw.f9 ii sa rit "ydeb„ Iea)tan) tAk 0 PROPRIETARY INFORMATION MI MS IMF Wi a&Citr OR °CONN'MT OF DOtJOINNO WILLY OR °noviz). coem ICos_ SR 0, MY min fr 510 OMIT MrIt PF0I'14141 MOM 11101101 INOOIR ME MIX bf11t1 FURSapl DI "U MM. Ka I W,Nt17N IA N" OIHOI MOON ID CW1. ROM mom oewsa.ve,F- rad. WsL ww, st1:. asliwn, URI LR& OR DAMAO 4L:t9A,t MIAOW, DEIa"lroi AIM If nk`(f AAS Mt pi@SVS IC° PROMO w.*< QklMD11 (MS MD ut MN NE MAO. WALK -INS MAIN OFFICE 505 PECAN ST., Ste. 2007E1; 817 339 -2100 FORT WORTH, IX 76102 FAX: (817) 339 -2199 WEST COAST FACTORY 420 E. ARROW HWY. 'EL: 909) 592 -6830 SAN DIMAS, CA 9177.5 FAX: 1909) 592 -8890 EAST COAST FACTORY 1003 SIGMAN ROAD, TEL: 770 285 -3280 CONYERS, CA 30013 FAX: 770) 285 -3093 051 DESCN' SEAFOOD CITY SEATTLE, HA MEAT COOLER CUStOWN SEAFOOD CITY - SEATTLE MOAN DT WIC SWILL (.N -AP) l0- OOg6 -3 REVIEWED FOR CODE COMPLIANCE AP ROVED APR 2 9 2U10 City of Tukwila BUILDING DIviw ' ECEIVED APR 16 2010 PE IT CENTER 0 rlC) CO 22'--0" [264] O.D. COOLER turArAraramoiroweaunrewour In # 0 0 0 0 0 0 0 0 1 i.......... JI /PK BRACKET ---1) -J ': (_1 [Yil ■..) ii ©(0)©PLED li co it 08 t_ 4'-11* I --- P 0 0A / N 8 X 1 3 '‘. I .....4 0 0 0 0 0 N. 0 0 'C4 0 > SI! 0 ON,L. OA i', V 1, cl il (Q' 1° _ < x cl/ OV. I SZ, \ ■-) '<" - 1 p W 8 X 13 \\_ 0 ' .rawatourlrArourw"nricarAncoprawrour.orgAroraorArommr..miorrurozur 1-4 - c_pxec2. CROSS BIRAGE_I',411H,„ , 6R-cr'sx@vgiA4Ektr FLAN vIEW 9 2 - 3/4" PLYINOOP BACKING (FAR SIDE) 0 'SACK ELEVATION :C CO ICY cu LANroUT 2 - 3/4" PLYWOOD BACKING (FAR SIDE) 3 f5X13 CONSTRUCTION : FINISH ACCESSORIES : 4750 135..'n-FRI6ERATION —PACK[CONNEGTION TO 2 EA - AI f5X13 STEEL BEAM) 4 EA, - 2 X 4 - 48' LON& WOOP (BY OTHERS). KITH 3/e)" 49 X 6' LA6 BOLT 12 O.G. EA SKID TO CEILING PANEL. LEFT E EvAT ON SPECIFICATIONS 1^1ALL5 : 3 112" ROOD-FRAME (T6), ROL -IANE. F-I-P CEILING r 56 ROOD-FRAME (T16) HITH 0 I) LAYER OF 3/4" PLYWOOD ON TO, POLYURETHANE F-I-P 206AGALV. SIttL INTERIOR CEILING STUCCO GALV. 5IttL INTERIOR ALL STUCCO GALV. STEEL EXTERIOR 2 EA. - 60" X Szl' FRANK MANUAL, SINGLE, HORIZONTAL SLIDING COOLER DOOR VV 246A. 511)&601441TE 6ALV. STEEL FINISH, 36H. ALUMINUM IAMOND KICKPLATES INT.t EXT., POLY STAY ROI FRS, CLOSURE HOOK, FILL HANDLES INTERIOR AND EXTERIOR', ZING PLATED LAG BOLTS AND HASHERS 206A. 6ALV. STEEL JAMB (4) 4 EA. - VAPOR PROOF 48" FLUORESCENT LicA-rr FIX1URE- 11310FE5 (LIGHT BULBS NOT INCLUDED) -SHIP LOOSE 2 EA - W X (40" PLASTIC CURTAIN HIM CHASE OVERHEAD DOOR BRACKET LOT - ALL THREAD RODS * LOT - CARRAGE BOLT 2 EA. - LIGHT SNITCH WITH PILOT LIGHT 2 EA. - 2" THERMOMETER LOT - STRUCTURAL SUPPORT NOTE : LA6 DOWN CEILING -it& ON HEADER JOINTS SIMMITTAL DRAWING DRAWING MUST BE SIGNED & RETURNED REV ALL DIVERSIONS, SPECS, DETAILS, DOOR SIZES AND SWINGS APPROVE) AS IS - MANUFACTURE AS DRAWN APPROVE) AS NOTED MANUFACTURE AS NOTED Li NOT APPROVED - REVISE AND RESUBMIT DELIVERY DATE REQUIRED DATE SIGN_ PRINT NAME SIGNATURE AUTHORIZES MANUFACTURING A HLV. LISCNI CN REY. 8Y GOVERNMENT REGULATION it I, tow of Chs 'Nov Nowt.. awl !emit ki of 2017- NIE4 *OW ty CJ,* frau C.c.minim (AC pmf.fts oft ffouccorN We old 11cfc..O Ifreraf c'f,oNdvso rfIvaIn foVT I. IAN Io of. aft-N Cco* 141,,,, gnat., o/PINNPra. N tot web. afrq prob. fkor frt,c1r. fy IU 11./XM arr.* TA IM tot tIr c M'd rullollAn toca . 4 vancIO VI% td tot npktio..c. a kt NNW, M nroIcaLfor 4 Uw,N aramos NO. NosoaLa co■ot Pt, (IA DA 14 CM NctNtofe aNco .fta,c04 bItc/jiNtheoromaccuoy.4=f444,,f;f2J-. oaf r frol "OF It, we. 1F2 Maim recq to e-qhvirtnchfritikranZ122114.1.tra fa (CC rNakIlcoc ICaffon*) PROPRIETARY INFORMATION VOW NM AN MEM ■1914CriY EV' IMCOLFAD (MLLI OR emeeel. OCCIO WIN OF VA CONOMO, Ofotomo (MOW, MOM loDF)Jr MIX IMAM Of NLI. ri1, CM 6 IT KRUM KR kyr 66R Pfir.01 10 CAN. Erma. WW. Of5tMiat. PW I.f/M. LAW. AU, WAIVE, AM MIKE. 04 CHIME OIAOKCINVOEURI NJORMIVII KM) N RIM MUMS WU MAWS OF PROMO LAX 000fICON lJIs 66 int BC Mina :J1il1 PMOEI4IJC WALK—INS MAIN OFFICE 05 PECAN ST., Ste. 200 1EL: (817) 339-2100 FORT WORTH, TX 76102 FAX: (17) 339-2199 WEST COAST FACTORY 420 E. ARRDW 111/tY. 1EL. 009) 592-8830 SAN DIVAS, CA 91773 FAX: (909) 592-8890 UST COAST FACTORY 1003 SOAR ROAO, 151: (770) 285-3280 COWERS, CA 30013 FAX: (770) 285-1093 EAFOOD CITY SEATTLE, HA F1514 COOLER (JV-AP) 4°A7001) CITY - SEATTLE t4tO.sb 051 ........ ORAN, 01 SHERRY 606 NO. (Alt 03/18/ 1 10 10-0016-4 SCALE 1/4"=1'-0" REVIEWED FOR CODE COMPLIANCE APA rpm APR 2 9 2010 City of Tukwila BUILDING Dllimiriral RECEIVED APR 1 6 2010 PERMIT CENTER ------------------------------ 30'-5 1/2" --------- a- (B) 28'—o" — 212'-11" C0" 28'0" z„ F ,/— 20%-3" 4/4 F. 8\ 7'-9" G 30' —5 1/2° VIIIMVISMIIRXMORS,106.1.8712.K1140115■03.31.1tINISCAI...57- NOTE: ALL DIMENSIONS AND CASE LAYOUTS BASED ON A NADEL RETAIL ARCHITECT PLAN REC'D: 1247-09. CASE DIMENSIONAL SPECIFICATIONS BASED ON APPLICABLE MANUFACTURERS SPECIFICATIONS. (11.K.;1,11-/CY WAREHCATSE WALK—IN GROCERY FREEZER 4n21 UHL( Ali)NG ' RACK /2 (SYSTEM'S 3 & 4) ABOVE COOLER. SEE R-7 FOR MORE INFO. AA36-170 AA36-170 F0-0-01 14F I ,414 H 4 I- I I 4/ 4:22 C1'-1CrIVIN. 2 -4W 35/8.A/S 44\ \\,./4 , 144„ s< /11.,1W)/ C<Q( I I)F./4 1.114,41,[sA11424. F'11 '=== H— \ 44„, 44, 4,„ 4 3 \ 21,-1074' \ '110, „ 141 4/10 1111 .11.\ 1111/ A1111.1 T`{ <40 H —1,44,41 • ‘,4„, ±, + lc, I WALK—IN PRODUCE COOLER 22x8 WALK—IN PRODUCE COOLER 13.x10' / '4\ 30 WALK—IN PRODUCE COOLER6-E-2>_1, : RACK ¢1 (SYSTEM'S I & 2) ABOVE COOLER. SEE R-7 FOR I MORE INFO. 1 ' :0 1,1 ==. /F./ DRY STD/PREP 40•-• M.D. PRODUCE CS. OHPH-12 OHPH -12 asaauseoluesasmiscasess: , I , I I I \ . ?1 = H I /=1 1'11'1/ 44`Y` 1'4,1 iR Ii ri 0 ri SHEET NO. INDEX DESCRIPTION R .0 R2.0 R3.0 R4.0 R5.0 R6.0 FIXTURE/PROBE PLAN REFRIGERATION PLAN PLUMBING PLAN ELECTRICAL PLAN ELECTRICAL REQUIREMENTS COMPRESSOR WIRING DEFROST WIRING REFRIGERATION EQUIPMENT ROOM LAYOUT ENERGY MANAGEMENT SYSTEM DETAIL CASE SECTION & DETAIL DRAWING SYMBOLS LEGEND, DESCRIPTION IPM (N) (E) (R) REF. A/S REFRIGERATION SYSTEM PLEXIGLASS PARTITION FIXTURE BY 01HERS NEW EXISTING EXISTING & RELOCATED REFERENCE AIR SPACE VIF VERIFY IN FIELD ONE(1) BELDEN CABLE FROM PROBE 0 LOCATION AS SHOWN TO Al PANEL #1. ALLOW 8' EXTRA CABLE AT BOTH ENDS OF EACH CABLE. VERIFY LOCATION OF PANEL. 11 ONE(1) BELDEN CABLE FROM PROBE LOCATION AS SHOWN TO Al PANEL #2. ALLOW 8' EXTRA CABLE AT BOTH ENDS OF EACH CABLE. VERIFY LOCATION OF PANEL. NOTES "CABLE" REFERS TO BELDEN #9534 FOUR(4) CONDUCTOR STRANDED AND SHIELDED CABLE WITH A DRAIN WIRE. NO SUBSTITUTES, NO EXCEPTIONS. PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. ALL BELDEN CABLE RUNS ARE TO BE CONTINUOUS WITH NO SPLICES. CABLE SHALL NOT BE RUN IN THE SAME CONDUIT WITH, OR IN CLOSE PROXIMITY TO, HIGH VOLTAGE WIRING ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR TAGGING BOTH ENDS OF ALL BELDEN CABLES WITH MATCHING SYSTEM AND CASE NUMBERS AS PER THE HILL PHOENIX PLAN. ALL WALK—IN BOX TEMPERATURE PROBES ARE TO BE LOCATED BETWEEN THE WALL AND BACK OF BLOWER COIL. SEE DETAIL ELECTRICAL CONTRACTCR IS TO PROVIDE THE 4"X4" ELECTRICAL BOXES AND COVER PLATES AND 3/4" PVC AS PER DETAIL #1. THE CONDUIT AND CABLE PENETRATION ARE TO BE SEALED AS PER ELECTRICAL SPECS, ALL EMS CONTROLLER LOCATIONS REQUIRE A DEDICATED 120 VOL1 AC SUPPLY WITH GROUND CIRCUIT. ALL EMS CONTROLLER LOCATIONS REQUIRE A DEDICATED 120VAC GROUNDED CONVENIENCE OUll ET WITHIN 10 FELT. THE OUTLETS ARE TO BE ON A SEPARATE CIRCUIT FROM THE POWER FOR THE EMS CONTROLLERS. g . LY A REVISED TO REFLECT NEW ARCHITECT'S BACKGROUND RECEIVED 12/17/09. ARCHITECT'S LATEST. In 8 TWC(2) BELDEN #9534 CABLES ARE REQUIRED BETWEEN EACH EMS CONTROLLER LOCATION. ELECTRICAL CONTRACTOR IS TO SUPPLY CONDUIT OF SUFFICIENT SIZE TO HANDLE TOTAL NUMBER OF BELDEN CABLES, MEET BUILDING CODE SPECIFICATIONS, AND WI1H ROOM FOR FUTURE EXPANSION. ELECTRICAL CONTRACTOR IS TO PROVIDE ALL STORE WIRING & CABLE FOR E.M.S. WITH A MINIMUM OF TWENIY(20) FEET OF BELDEN CABLE PAST THE PROBE LOCATION ON THE HILL PHOENIX PRINT. THE EMS PHONE LINE IS TO HAVE AN RJ-11 JACK INSTALLED NEXT TO THE EMS MODEM. THE PHONE LINE IS TO BE IN SERVICE BEFORE THE EMS IS STARTED. ALL REFRIGERATION EQUIPMENT IS DEPENDENT ON THE FUNCTIONALITY OF THE EMS SYSTEM. ALL CABLES AND WIRING MUST BE INSTALLED AND HOOKED—UP BEFORE THE REFRIGERATION SYSTEM CAN BE STARTED. NOTE: ALL DIMENSIONS ARE TAKEN FROM INSIDE FACE OF FINISHED WALL, OR FROM CENTER LINE OF COLUMN, 111,71C0119,03,1P350491114115111511013. SOME DETAILS MAY NOT APPLY TO THIS JOB SEAL coNourr WIRE BY ELECT, CONT'R. AIR FLOW Vt WALL Detail "A" 1_4 4, AI:7 — BELDEN # 9534 FROM EMS BOARD. J--BOX W/COVER --SEALANT ■-/ REVIEWED FOR CODE COMPLIANCE AP ROVED APR 2 9 2010 City of Tukwila BUILDING DIVISION to ()5I -- 8' EXTRA BELDEN CABLE /0534 OUTSIDE COOLER/FREEZER INSIDE COOLER/FREEZER 4"x4" J-BOX W/COVER COIL EXCESS 1"/ CABLE INSIDE —CONDUIT FOR BELDEN CABLE 3/4" PVC TYPICAL PROBE LOCATION RECEIVED APR 1 6 2010 PERMIT CENTER NOTE TO CONTRACTORS: IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO OBTAIN AND USE THE LATEST PLANS. HILL PHOENIX WILL NOT BE RESPONSIBLE FOR ANY CONSTRUCTION WORK PERFORMED WITH OBSOLETE PLANS. 0 a. iSHEET NO.: OF ' z CL. XTURE /PROBE ,00,■Manscr■ R1.0 SCALE: 212' -11" NOTE: ALL DIMENSIONS AN CASE LAYOUTS BASED ON A NADEL RETAIL ARCHITECT1 LA .E t RECD: 12.17.09. CASE DIMENSIONAL SPECIFICATIONS BASED ON 'APPLICABLE MANUFACTURER'S SPECIFICATIONS. 30' -5 1/2" 28' -0" 40' -0" 28' -0" 30' -5 1/2" LEGEND DESCRIPTION REFRIGERATION SYSTEM No. BLOWER COIL FAN MOTOR BLOWER COIL FAN MOTOR WITH ELECTRIC HEATER. REFRIGERATION STUB -UP REFRIGERATION OVERHEAD UNDERGROUND TRENCH REFRIGERATION LINE ABOVE GROUND REFRIGERATION EQUIPMENT RESPONSIBILITY A.- REFRIGERATION .- COMPRESSOR RACK HP C:5 C.i E F )/ WARE1I0LJ bE= WALK -IN GROCERY FREEZER 3 RUSSELL RACK VIBRATION ISOLATORS b.- COMPRESSORS HP c.- REMOTE HEADER HP 2.- TEMPERATURE CONTROL HP 3.- MOTOR CONTROL PANEL : HP 4.- DEFROST PANEL HP 5.- UNDERGROUND TRENCHING GC a.- BACKFILL AND COMPACTION GC 6.- FALSE COLUMNS GC 7.- CASE SETTING 0 a.- CASE DRAIN LINES PC 8.- EVAPORATOR COILS HP a.- COIL DRAIN LINE b.- DRAIN LINE HEATER 9.- FREEZER DOOR SWITCH : EC B.- MACHINE ROOM 1.- ROOF OPENING 2.- WEATHER PROOF OPENING a.- BURGLAR BARS b.- BIROSCREEN C.- PRODUCE DEPARTMENT GC GC GC GC GC CC GC GC a.- PRODUCE QUICK COUPLERS 0.- E.M.C. OCKE 1.- TEMPERATURE PROBE HP 2.- COMPUTER PANELS HP E.- CONDENSER 1.- EVAPORATIVE CONDENSER UNIT HP 2.- EVAP. DISCHARGE DUCT HP HPEC PC 3.- EVAP. WATER PIPING PC. 4.- CONDENSER CONTROL PANEL F.- WALK -IN BOX 1.- COOLER AND FREEZER 2.- LIGHTS 3.- SWITCHES 4.- DOOR. HEATERS G.- HEAT RECLAIM 1.- HEAT RECLAIM COIL 2.- HEAT RECLAIM WATER TANK 3.- TANK SAFETY PAN 4.- HEAT RECLAIM PIPING IL- WOOD PRODUCT N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 1.- ISLAND CHEESE CASE 21' -7' 2.- FLORAL CASES I.- PERMITS AND FEES 1.- REFRIGERATION CONDITIONING EC - ELECTRICAL CONTRACTOR CC = GENERAL CONTRACTOR PC = PLUMBING CONTRACTOR HP - HILL PHOENIX SC = SHEET METAL CONTRACTOR 0 = OTHERS N/A = NOT APPLICABLE 11= SUPPLIER 11 = INSTALLER III = CONN. BY 14' -2" NOTE: SOME DETAILS MAY NOT APPLY TO THIS JOB A EA 110 vifyQy.. z a 3i11Y O z' �s B � 8 8g A ell REFRIGERATION r 1 8 CEILING PVC FALSE — COL. 10 MATCH EXIST. COLUMN BY GENERAL CONTRACTOR DS DS m ANGLE BRACKET STRAPS L.. FLOOR TYPICAL INSTALLATION FOR REFERENCE ONLY FALSE COLUMN N.T.S. WALK -IN PRODUCE COOLER i RUSSELL AA36 -145 WALK -IN PRODUCE COOLER 1 RUSSEU. AA26 -115 REVIEWED FOR CODE COMPLIANCE AP ROSE APR 2 9 2010 Eli ��. I <.I WALK -IN PRODUCE COOLER 1 RUSSELL AA66 -295 REFRIGERANT LINE CHASE .o 0 N o w 0.... N C c r w — 0 F, p n L�uwkG C 2 q•- wr O�'C 0 €a>, v`oE°3r0 -5-2050 o E c.o 8 A o wn o.a o .+ N - 0, M C G w' O Ta,� O � w 0 45 0° c w wv N o o.,.� a000.gal oB-z '8 awr Ji O +�" -S.R OrF. Fcnnwo.i�ooI33omv SAND BACKFILL CONCRETE FLOOR City of Tukwila BUILDING rIVI.InrI STUB 6 °MIN. ABOV FLOOR Aa6A -i °<5 DRY ST OHPH -12 ()MPH 12 18" MINIMUM BELOW FLOOR 1" SLOPE PER EVERY 20' OF PIPE 4" MIN, SAND TYP. "P" TRAP ns NOTE: ALL DIMENSIONS ARE TAKEN FROM INSIDE FACE OF FINISHED WALL, OR FROM CENTER LINE OF COLUMN. TYPICAL UNDERGROUND TRENCH DETAIL WHEN LINES START FROM A CHASE TRENCH DETAIL N.T.S. os NOTE; TO CONTRACTORS: IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO OBTAIN AND USE THE LATEST PLANS. HILL PHOENIX WILL NOT BE RESPONSIBLE FOR ANY CONSTRUCTION WORK PERFORMED WITH OBSOLETE PLANS. SHEET NO.: OF scam 1/8" = 1' -0" ------------------------------------- 30.-5 1/2" 28.-0" ) 212-11" 40'-0" 28-0" 2C-3" (: .8) 7'-9" 30.-5 1/2" NOTE: ALL DIMENSIONS AND CASE LAYOUTS BASED ON A NADEL RETAIL ARCHITECT`i PLA. REC'D: 12-17-09. CASE DIMENSIONAL SPECIFICATIONS BASED ON APPLICABLE MANUFACTURER'S SPECIFICATIONS. 40•213111.111.4 / CR. W AREHOU SL1 (N)MEAT COOLER ' ,P.C. TO BIDED PRODUCE NEAT DRAIN UNE IN WALL I.11\11. OADli\IC /00 •'0;0 /c., ''''‘c0c,\ /Acc, AAA 'Accx /AN n(1,`. <„, HI H (r — PI I/VII3A API Pl• H 3 ) P/0c. /A\ \‘, 'PA Ac00, /0. \ ../..„/ „ s/0„0"),), WALK—IN PRODUCE COOLER RUSSELL AA36-145 WALK—IN PRODUCE COOLER 1 RUSSELL AA26-115 OD„,,,,l,„/„, I t) H H H WALK—IN PRODUCE COOLER 2E2 RUSSELL AA66•295 1.4 MO-295 IMMOCEMrni jJ DRY STO/PREP 0 21'-r PROMCE OHPH-12 OHPH-12 1.1 1 n r i .Dr ... 11 1E21 - 7.000,/01. / LEGEND SOME SYMBOLS MAY NOT APPLY TO THIS JOB DESCRIPTION REFRIGERATION SYSTEM No. BLOWER COIL FAN MOTOR BLOWER COIL FAN MOTOR WITH 15551 ELECTRIC HEATER. 12 " X 12" FLOOR SINK 12 " X 6" FLOOR SINK FLOOR SINK AT PRODUCE CASE WITH 1/2" COLD WATER STUB—UP FOR HOSE REEL/HOSE DISCONNECT, AND SHUT OFF VALVE MOUNTS 6" ABOVE THE FLOOR AT PRODUCE CASE. FURNISHED AND INSTALLED BY PLUMBING CORTRACTOR. PRESSURE REGULATING VALVE. PRODUCE CASES CONNECTED TO ONE PRESSURE REGULATING VALVE; SET AT 15LBS AND MOUNT ABOVE THE FLOOR AT PRODUCE PREP. 1111,3173111511111 DRAIN LINE FROM BLOWER COIL TO F.S. 4-1.w> COLD WATER STUB—UP. HOT WATER STUB—UP. 1 12"X12" FLOOR SINK SET FLUSH W/ FINISHED FLOOR INCLUDING FLOOR COVERING SUCH AS TILE, LINOLEUM, ETC. W.TH HALF GRATE COVER FLOOR SINK 10 BE HALF—EXPOSED. FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR. 4 Li r 12"X12" FLOOR SINK SET FLUSH W/ FINISHED FLOOR INCLUDING FLOOR COVERING SUCH AS TILE, 1.INOLEUM, ETC. WITH FULL GRATE COVER. FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR. WATER SPRAY SYSTEM. PLUMBING CONTRACTOR TO FURNISH AND INSTALL ALL TUBING NECESSARY, ETC.. FIXTURE CONTRACTOR TO FURNISFI AND INSTALL HOSE REEL/HOSE DISCONNECT. WATER SHUT—OFF VALVE MOUNTED +4" ABOVE THE CONCRETE CURB FOR HOT CASE. EXISTING FLOOR SINK TO BE CAPPED OFF OR RELOCATED AS REQUIRED. 12"x12" FLOOR SINK W/ 4" DIA. MIN. WASTE OUTLET & 1-1/2" COLD WATER SUPPLY. WALL FOR REFERENCE ONLY --GALV. ELL — KICK PLATE — HALF GRATE r— GALV. WASTE OUTLET P—TRAP CONNECTED TO SCHEDULE 40 PVC PIPE FOR DRAIN LINE. OF FLOOR SINK TYPICAL FOR TYLER CASES 1/2 EXPOSED NOTE: DRAIN LINE MATERIAL TO BE TYPE—M COPPER TUBING WHEN CASES ARE USED AS PART OF THE RETURN AIR SYSTEM FOR STORE AIR CONDITIONING. FINISHED FLOOR SCHEDULE 40 PVC PIPE RUNS TO FLOOR SINK. (SEE NOTE) FREEZER WALL VAPOR SEAL CASE DRAIN DETAIL / TRAP SINK IN 111 DRAIN LINE @ WALK - IN BOX AIR FLOW WRAPPED WITH A DRAIN LINE HEATER WITH HEAT UNIT OF 30 WATTS PER LINEAL FOOT (FREEZER SOX ONLY) — DRAIN LINE MIN. PITCH — A. PER FOOT INSULATION [-FINISHED FLOOR NOTE: ALL DIMENSIONS ARE TAKEN FROM INSIDE FACE OF FINISHED WALL, OR FROM CENTER LINE OF COLUMN. REVIEWED'oR''- CODE COMPLIANCE piPionOVED APR 2 9 2010 City of Tukwila BUILDING olvisinw 9' ECEIVIED APR 1 6 2010 PERMIT CENTER NOTE TO CONTRACTORS: IT IS '7HE RESPONSIBILITY OF EACH CONTRACTOR TO OBTAIN AND USE THE LATEST PLANS. HILL PHOENIX WILL NOT BE RESPONSIBLE FOR ANY CONSTRUCTION WORK PERFORMED WITH OBSOLETE PLANS. clOSMINOICIMICESCOMCMCOCOOMOVINCI 0 O.. 0 6 tr3 el; CO CO 0 IAA ft, 0 0 8 tr. SHEET NO.: 27. WALK-IN PRODUCE COOLER 1 RUSSELL AA36-145 WALK-IN PRODUCE COOLER 1 RUSSELL AA26-115 WALK-IN PRODUCE COOLER RUSSELL AA66-295 3C-5 1/2" WALK-IN GROCERY FREEZER 3 RUSSELL AE64-215 r 28.-0° D .„) E 212'-11 40'-0" KKEr „ • • 0 • at) • • , • • • • iso a (84) (83) A(11)(5X6)[c] LJ (82) 1 OC12. Y . V\t/K F R E. () I .1 SEE F G/) r' 4C Or • H (N)MEAT j-,-;\ PREP v..- J(2) RUSSELL FL36-135 Is\IL.(„)\ 1/1(11.. (36)(c] REMOTE DEFROST PANEL 12 FOR [RACK 12 (VERIFY LOCATION) I I IM P . ELECTRICAL CONTRACT' • 1 RUN 3 BELDON CABLES 15301FE FROM Al PANEL n TO CPC E2 AT COMPRESSOR RACK #2. VERIFY LOCATION OF ALL PANELS '• - ' BEFORE RUNNING ANY CABLES. .7),;;EK OC KF-7; 33) [C) „/ , \ 44,44442 B. Y-11' 4' I 44, /4''!!! 2 23 -s'sc H- I 'KEE 0 H /fl./\/11/ .. < </A \ \ X \ \!11.,22K, 4. 4, /44,4444,!! 44,44 \„ ,,K\ X, \ „ 4,4 \ \ 44444,Ir. , '444444>< ", • , 'Lc EsEsE, 605 [c] Hi (17 [c] to)[c] 8 \ / rrE / \<..! 444 /ris !Isk Al PANEL 11. ELECTR CAL CONTRACTOR TO RUN 3 ELDON CABLES #5301FE FROM Al PANEL •1 TO CPC E2 AT COMPRESSOR RACK #1. VERIFY LOCATION OF ALL PANELS BEFORE RUNNING ANY CABLES. kr1xrcr -21 135 [c] DRY STO,IRREP REMOTE DEFRO PANEL #1 FOR RAC VERIFY LOCATION 0 2D 44,4,,,I1X, ,44 4.44. /4-4, 44:41 I44,I.p._I,144,42I4.1J.IT S. H / \)),;•,</' „/ / / OHPH-8 OHPH-11 OHPH-1 2 [C](14 OHPH-12 4,4 - 4,I,„ 24X25) \ [C] L)1.?Y (1( .1)(21..)111-:////sK 2' 2 KiKEL12s;;; 2sK2 H Cs,./EssRl's ; . • H H I'-'111/Eisrs1`s,41M1,11 21fs 21 LJ-1 HnOrij NOTE: ALL DIMENSIONS AND CASE LAY0 TS BASED ON A NADEL RETAIL ARCHITECT PLAN REC'D: 12-17-09. CASE DIMENSIONAL SPECIFICATIONS BASED ON APPLICABLE MANUFACTURER'S SPECIFICATIONS. , I 0 1 5 - 2 1 OgsiAft 051 rrArrrilarin.IBLARS LEGEND SOME SYMBOLS MAY NOT APPLY TO THIS JOB OR DESCRIPTION REFRIGERATION SYSTEM No. BLOWER COIL FAN MOTOR BLOWER COIL FAN MOTOR WITH ELECTRIC HEATER. ELECTRICAL ITEM No.(SEE R5.0) CONTROL WIRES (SEE R5.0) T-STAT AND SOLENOID JUNCTION BOX ELECTRICAL STUB-UP CONVENIENCE OUTLET W/ INSULATED GROUND FRAME DOOR HEATER TSTAT AT FIXTURE. SUPPLY AND INSTALL BY REFRIGERATION CONTRACTOR AND WIRE BY ELECTRICAL CONTR. SOLENOID VALVE SUPPLY AND INSTALL BY REFRIGERATION CONTRACTOR AND WIRE BY ELECTRICAL CONTR. EPR VALVE SUPPLY AND INSTALL BY REFRIGERATION CONTRACTOR GRIT VALVE SUPPLY AND INSTALL BY REFRIGERATION CONTRACTOR _STRIKE PLATE SUPPLY & INSTALL BY E.0 SQ."D" C5482 SWITCH ' WITH HA-1 ARM SUPPLY & INSTALL BY E.0 FREEZER BOX FREEZER DOOR SWITCH N. "..S. NOTE: ALL DIMENSIONS ARE TAKEN FROM INSIDE FACE OF FINISHED WALL, OR FROM CENTER LINE OF COLUMN. r-‘ (-1 n in. , sEPARAtt. -, I ECEIVED APR 1 6 2010 • ■ ' '1TCENTER 1/1 NOTE TO CONTRACTORS: IT IS TE-IE RESPONSIBILITY OF EACH CONTRACTOR TO OBTAIN AND USE THE LATEST PLANS. HILL PHOENIX WILL NOT BE RESPONSIBLE FOR ANY CONSTRUCTION WORK PERFORMED WITH OBSOLETE PLANS. .4 SIMI /6191126i 0141,11P 444-> 0 tn re SHEET NO. OF SCALE: R40 = ELECTRICAL _ . NOTES ALL NOTES MAY NOT APPLY TO THIS PROJECT 1 ELECTRICAL CONTRACTOR TO MAKE FINAL HOOK -UP OF ALL REFRIGERATED CASES, COOLER BOXES COMPRESSOR UNITS CONDENSERS AND TOWERS AS WELL AS ANYTHING PERTAINING TO THE SAME. ALL WIRING TO CONFORM WITH LOCAL CODES, 3 ALL REFRIGERATED CASES AND STANDARD SUPERSTRUCTURES (WHEN INDICATED) ARE SUPPLIED WITH FACTORY, INSTALLED FLUORESCENT LIGHT FIXTURES AND TUBES, PROVIDE WITH SWITCH AT LIGHT PANEL. 5 DEFROST HEATERS ARE CONTROLLED BY TIME CLOCK ON OR NEAR COMPRESSOR. 7 WHEN FLUORESCENT LIGHT FIXTURES AND TUBES ARE FURNISHED WITH SHELVING,INSTALLATION DOES NOT INCLUDE INSTALLING OF THE LIGHT FIXTURES.ELECTRICAL CONTRACTOR TO FURNISH ALL LABOR AND MATERIAL AND PUT LIGHTS IN OPERATION . PROVIDE WITH SWITCH AT LIGHT PANEL. 9 ELECTRICAL CONTRACTOR TO CONNECT ALL EQUIPMENT FURNISHED BY FIXTURE CONTRACTOR AND OWNER TENANT. 1 1 3 -WIRE CONTROL CIRCUIT TO COMPRESSOR CONTROL PANEL REQUIRED "SIZE WIRE FOR COIL MOTOR REQUIREMENTS ". 1 1 115V. J -BOX FROM CEILING OF COOLER. ELECTRICAL, CONTRACTOR TO INSTALL JUNCTION BOXES AND RACEWAY FURNISHED WITH DOORS AND CONNECT HEATERS. �. 5 • ELECTRICAL CONTRACTOR TO SEAL ALL LINES INTO COOLER BOXES AND / OR CASES. 2 FANS, LIGHTS, AND WARMERS ALL TO OPERATE ON SEPARATE CIRCUITS. REVISED FLOOR SINKS, COILS AND PANEL LOCATIONS PER CUSTOMER REQUEST & REVISED FLOOR PLAN PER ARCHITECT'S LATEST. FACTORY INSTALLED CONTROL PANEL ON CONDENSING UNIT IS COMPLETELY INTERNALLY WIRED, W111-1 OVERLOAD PROTECTION, NECESSARY CIRCUIT BREAKERS CLOCKS & RELAYS WHERE REQUIRED. ALL CONDUIT, WIRING, J- BOXES,OUTLETS & COVER PLATES,CONTROL, ETC. (OTHER THAN THOSE FURNISHED IN CONTROL PANEL BY R.C.) ARE TO BE FURNISHED & INSTALLED BY E.C. Q 0 DEFROST HEATERS, FAN MOTORS, WARMERS AND CASE LIGHT CONNECTIONS ON CASES ARE TO BE MADE AT RIGHT HAND END OF CASE. ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL WIRING FOR CASE TO CASE HOOK -UP IN CASE WIREWAY. 1 0 ELECTRICIAN T 0 CHECK ALL WIRING CONNECTIONS FOR TIGHTNESS AT TERMINAL BLOCKS ON REFRIGERATION EQUIPMENT. 12 115V. J -BOX FROM CEILING OF COOLER. ELECTRICAL CONTRACTOR TO MOUNT LIGHT BALLASTS AND DO ALL WIRING LIGHTS FURNISHED BY FIXTURE CONTRACTOR. 1 FUSES AND /OR FUSE DISCONNECTS REQUIRED AHEAD OF PROVIDED MOTOR /COMPRESSOR CONTROL PANELS, TO BE PRO AND INSTALLED BY ELECTRICAL CONTRACTOR. ``�''W --' � ____-------- ----___________ `" ELECTRICAL REQUIREMENTS SCHEDULE _ - - -_- -- - -_ - -_ _.__ - -- --- _. -. -- SYSTEMS BLOWER COILS 115 VOLT CASE REQUIREMENTS 12' or 5 DOOR CASES Q F L W T A T M Y N I S I R 8' or 4 DOOR CASES I7' or 3 DOOR CASES TOTAL AMPS CASE DEFROST REQUIREMENTS 12' CASE s' CASE s 7 CASE SYSTEM NO. OLD New DESCR. DEFROST TYPE PROBE QTY. MODULE IN DEER. PANEL TEMP. CONTROL COIL MODEL ITEM NO. [C] CTRL WIRE Q T Y AMPS UNIT TOTAL AMPS FANS VLT ( P H I JBOX ITEM NO. AMPS UNIT DEFROST TOTAL AMPS VLT [PH JBOX SYS. NO. LTH CASE MODEL [C] ITEM CTRL NO. WIRE Q F L W T A T M Y N S I R _ 0 F L W T A T M Y N S R F L W A T M N ( S R ITEM NO Q T Y zoo v. i pn a I /CASE Q T Y zoo v. i ph. A /CASE Q tae v. T pN. . Y 17CASE HIGH LEG _ SEE OR TOTAL KEY AMPS I PH NOTES ,:aho•z ABOVE FLOOR _ NOTES _ RACK 1 - -� MEM ��_�= 0.7 p.7 0.7 0.7 �� 2.6 -_��e -0111111111110111111111 MN SYSTEM 1 '-,-■ - -�_��� IININ� ���_�� �� ®� 1A FROZEN FOOD COFFIN CS WI GLASS ED 1 CS _� -�� 1A 12' OWIZ -F �j'�(1'© 2,0 2,0 2.0 2.5 ��� ® ��� ������© 2.0 ®��'Q 23.0 ® 25.0 2 3 YES L END CASES L 13' OWEZ -F 0- � 1.4 �® L 5.8 YES 11111111 REACH IN ICE CREAM FOOD __ - ED 1 CS : - ��■ 1 B 19 ORZ -C �' Q® 2.9 7.8 Q 2.0 2.4 6.3 �___ ���� IMEIIIMENIMIIIIM=1.111.11 ��� �M�-_� 4.2 ® 0.6 �_S_ = __�__ ���_______11,111=11111111:: 111111111 _��� ��������_�_= MELIMINEMilillii.7 5.2 e 5.2 4.4 �___ _�© __© 9.5 11.1 29.8 -�� 4 �� 3 27.6 25.1 22.6/22.6/22.6 c� 313 2,3 YES _ WALK -IN G FREEZER ED 1 LIL n BOX AE64 -215 C 3 2.7 8.1 230 1 6 22.6 67.8 208 © YES -� �� 1.5 2.0 1.4 1.4 2 .3.4.5.6 _ COMMON 1C MINIUMNIMINIMENI ���� H © NMI � M __ 2.6 2.6 ��� 3.D 7.0 5.0 5.0 9.0 MIN O���� MilliIMIMNIIIIIII 1.4 1.4 ' 4.8 1.4 4.1 1.4 8.4 21.0 14.7 11.2 18.6 __� 17.9 15.0 52 -� ® ®� SYSTEM 2 ® 2A 16' OSDM DE -�__� 10 �•� ® 1 2A MULTI-DECK DELI CASE TO 1 CS 6.3 6 3 5.6 5.6 0.8 0.8 NE213 L/L. CS 2B 40' OSDM -DE l��' � I= 1 2C MULTI -DECK DELI CASE FOR WEDGE TO 1 L/L CS CS -.._ 2C -_,., 2D1 .., 82...... 24 _. _O5DM D.E OHPH -B [12 13 C C �� ©® -��_�_ -___ �___ -����� all 2D1 _ _ _ _., - -PRODUCE CASE TO __. 1 2D2 PRODUCE CASE TO 1 -_ -_� 2D2 4D' OHPH -B 14 2.8 MI _� -_.� 1 _ 2D _ COMMON 1 01111.111111111111111111111111111111111111 ®�"��� 2D ����� 2E1 PRODUCE COOLER TO 1 BOX AA36-145 _ L • C 1 1.35 1.4 115 2E1 �;_=- __� -.® �II�� , 1 1 2E2 _ PRODUCE COOLER TO 1 BOX AA66 295 16 C 1 2.7 2.7 115 1 ®_ -_� 2E2 -- �® PRODUCE COOLER TO 1 LIL BOX AA26115 �� C 1 4 4.0 115 1 NMI 1111111=111111111111M11111111111 2E3 MEIN =NM COMMON -�� 2E �� © COMMON -� -_� 2 ��� orming 11 11 COMMON DISCHARGE 1 &2 i_ - - --- _ illiiiiiiiiiimmiinimi 2.0 2.0 �__ ® ® 5,7 �� ������__ RACK 2 _ _ - ....._ . _ - _ SYSTEM 3 _ _ _ MEMIIIIIMEMOMMIUMEMMEMBEEMEIMMEMMENINE ®' 3A __.- - -___. L FROZEN FOOL) COFFIN CS W( GLASS _ . -- -- --- _- -___._ __. . END CASES E D 1 L/L �C5 Cr -- 3A L OWIZ -F OWEZ -F (20) C) __ L _4.4 S.2 (21)_. -_ L ® ® 18.4. 2 3 , r YES YGS M 3B FROZEN FOOD COFFIN CS Wj GLASS ED 1 L1L(' CS 3B L 28' 13' OWIZ -F OWEZ -F =______ 14.5 5.2 11.5 5.2 �' L �' L 1 2 23.0 23.0 2 - 15.4 . 5.8 38.3 25.0/25.0 3 2 , 3 2 , 3 YES `!ES YES YES ® END CASES FROZEN FOOD COFFIN CS W /GLASS ED 1 L!L @CS 3C L 24 13' OWIZ -F OWEZ -F ���© L L END CASES [C] 1.,.,.,§ FROZEN FOOD WI GLASS ED 1 L!L @CS D ® 4.4 (27) 1 2.3 YES �, END CASES 13' OWEZ-F ® 2 0.7 2.6 ® ■ IIIIIMI YES COMMON 3 -�� �� ������ MIN Mil �� �=MOM ���- 0.9 2.0 ®�� 2.8_ 2.8 41__ 0.8 NM ��_ MIMI 1.5 11. -ii�� �_�� �_�� �� �e� 1.9 6.0 o� 7.0 7.5 $.4__ 4.7 �a �� EIMMINIMIIIIMMEIIMINIIMIEMEMEM- s .01111.1111 IIIIIIIIIIIIIIIIIIIII -� [C] _.. C 2 ��- �e �- -� SYSTEM 4 IIII _ 4A MULTI DECK MEAT TO 1 SPORT 4A 24' 05M 30 ��� 48 BACK TO BACK M.D MEAT CS 5° BASE FRAME TO 1 SPORT 4B ® 03UM �� 1.9 0.5 0.5 2.0 �� �_ E SERVICE MEAT CASE (5" BASE FRAMES TO 1 5(SSaICS 4C 4D 36' 20' OGM._... O3UM (32) 33 -12_4. 1.3 ® 1 - 1 -- - �__._____.---- -4C 4D M.D. MEAT (5° BASE FRAME) TO 1 SPORT 4E MEAT COOLER (IRREGULAR:624 S.F.) TO 1 L/L@BOX LR(ry?BOX AA46 -192 AA36 -170 II C C 2 2 1.8 , 1.35 3.6 2.7 116 115 1 1 1 YES YES 4E _ 4F 4G 4 �_- _��_� _ � ��� Mill -- 1 ___ _ _________ 4F FISH COOLER TO 1 4G _ MEAT PREP (CLOSED) TO 1 L1L�u BOX FL36 100 (36) [C] 2 1.8 3.6 115 YES i __ .. 4 o COMMON -���)♦ _�_- NUM �S� �=����� COMPRESSOR SCHEDULE RACK #1 REMOTE DEFROST INTERLOCK PANEL SCHEDULE SYS NO. SYSTEM COMPRESSOR RACK MODEL NO. COMPRESSOR MODEL NO. RATINGS PER COMDR. H.P. R.L.A. L.RA. FUSES BC FAN C.B. COMP. O.L. HTRS. "TOTAL COMPRESSOR H.P. RACK R.L.A. RATINGS I VLT. ( PH. RACK WEIGHT SYS. NO. 208 V. AMPS SYS. NO. 208 V. AMPS RACK #1 A B 1 M1 4C1480SL -2NU 5.0 13.5 ?5.0 • YES NO 1 C 67.8 1 B 52.7 M2 483604PL -2NU 20.0 35.6 176.0 • YES NO 11111 TOTALS = 25.0 49.1 251.0 1A 25 11111 Ml 401761 PL -2NU 7.5 16.6 90.0 YES NO TOTAL = 92.8 TOTAL = 52.7 M2 4B2707PL -2NU 13.0 24.3 147.0 • YES NO aillTOTALS = 20.5 40.9 237.0 Note: Systems that ere interlocked must be run by the same time clock or gang clock drive motor. - TOTALS- 45.5 90.0 460 3 5000 LBS RACK #2 Note: The higher amperage of either column "A" or column "B" indicates the "RLA" of the defrost load, for either a stand alone panel, or, as an add to a "combo" panel 3 M1 4C0969SL -4SU 4.0 10.3 58.0 NO YES NO M2 4C1761PL -2NU 11111,111 16.6 90.0 NO YES NO RACK 1#2 REMOTE DEFROST INTERLOCK PANEL SCHEDULE TOTALS = 11.5 26.9 148.0 4 4C1480PL -2NU 10.0 13.5 75.0 NO YES NO Ela 4C2397PL -2NI! 13.0 22.1 126.0. NO YES NO SYS. NO. 208 V. AMPS SYS. NO. 208 V. AMPS �. .1..____® TOTALS = 23.0 35.6 201.0 TOTALS= 34.5 62,5 460 3 5000 LBS n SEE DEFROST INTERLOCK SCHEDULE FOR ADDITIONAL AMP LOAD TO BE INCLUDED WITH RACK. A B 3D 184 3A 18.4 MISCELLANEOUS ELECTRICAL REQUIREMENTS 3C 50.0 3B 38.9 ITEM NO. DESCRIPTION AMPS CONNECTION TOTAL = 68.4 TOTAL = 56.7 REMARKS VOLTS PH N.P. WATTS /FLA MCA MOCP TYPE LOCATION Note: Systems that are interlocked must be run by the same time clock or gang clock drive motor. LEGEND _ _ _ .�. _- __ __ r_. _.: (#) ELECTRICAL ITEM # SEE SCHEDULES THIS SHEET. (SEE SHEE'r Note: The higher amperage of either column "A" or column "B" indicates the "RLA" R -4 IF INCLUDED WITH SET.) (80) NOT USED of the defrost load, for either a stand alone or, as an add to a "combo" (81) DRAINLINE HEATER 120 500 JBOX SEE R4.0 AT FREEZER BOXES panel, panel [C] CONTROL WIRES (SEE NOTES FOR NO. OF WIRES REQUIRED) (82) DOOR HEATER 120 500 JBOX SEE R4.0 ATFREF7FR BOXES, PER COIL KEY NOTES: (03) DOOR SWITCH JDOX SEE R4.0 RATED 10A. 200V. 10 RUN (2) TWO CONTROL WIRES FROM FIXTURE /COIL TO THE REMOTE DEFROST (84) FREEZER BOX VENTHEATER 120 1 500 JBOX SEE R4.0 ATFREF7FR BOXES PANEL. (FOR SOLENOID OR TERMINATION) - BY E.C. (85) CONVENIENCE OUTLET 120 20.0 JBOX SEE R4.0 & R9.0 At Service cases & Machine room, Dedicated ground req. ® RUN (4) FOUR CONTROL WIRES FROM FIXTURE /COIL TO THE REMOTE DEFROST (86) RUSSELL VAC -95 AIR COOLED CONDENSER #1 W/ SRO 460 9 19.2 20.0 23.2 SINGLE POINT ON ROOF PANEL SEE WIRING DIAGRAMS. (FOR SOLENOID AND TERMINATION). - BY E.C. (86A) RUSSELL VAC -68 Al R COOLED CONDENSER #2 W/ 8R0 460 3 6 12.8 13.6 16.8 SINGLE POINT ON ROOF 30 RUN APPLICABLE DEFROST HEATER WIRES FROM FIXTURE /COIL TO THE (87) A.I. PANEL #1 120 1 3.0 JBOX SEE R4.0 REQ. CLEAN POWER APPLICABLE REMOTE DEFROST PANEL SEE WIRING DIAGRAMS ON SHEET. - BY E.C. (88) E.M.S. COMPUTER 120 1 10.0 JBOX MACHINE ROOM REQ. CLEAN POWER ® RUN (2) TWO WIRES FROM FREEZER BOX DOOR SWITCH TO EITHER REMOTE (89) E.M.S. MODEM 120 III. 3.0 JBOX MACHINE ROOM REQ. CLEAN POWER & PHONE LINE DEFROST PANEL I OR 2. SEE WIRING DIAGRAMS - BY E.G. / (90) T STATAND SOLENOID VALVE 120 A� 0.6 OOND ±2" SEE R4.0 ATSALES FLOOR ®RUN APPLICABLE WIRES FROM EITHER REMOTE DEFROST PANEL 1 OR 2 AS (91) REMOTE DEFROST PANEL #i 208 92.8 SINGLE POINT VERIFY 208V DEFROST AMPS INCLUDES DEFROST FROM INTERLOCK SCHEDULE APPLICABLE TO RESPECTIVE EVAP COIL FAN MOTORS. SEE WIRING DIAGRAMS - BY E.G. (92) TOTAL 460V CONNECTED LOAD ATRACK PANEL #1 460 45.5 90.0 98.9 134.5 SINGLE POINT @ COMP'R RACK TOTAL 460V RACK AMPS INCLUDES: COMPRESSOR AMPS T ©RUN (3) THREE WIRES FROM EITHER REMOTE DEFROST PANEL 1 OR 2 (93) REMOTE DEFROST PANEL #2 208 69.4 SINGLE POINT VERIFY 208V DEFROST AMPS INCLUDES DEFROST AMPS FROM INTERLOCK SCHEDULE L TERMINATION STAT/ FAN PERMIT AND z T, . DELAY ?SIEEBWIR WIRING DIAGRAMS. EVBY E.G. (94) TOTAL 460V CONNECTED LOAD AT RACK PANEL #2 460 34.5 62.5 74.3 96.4 SINGLE POINT @ COMP'R RACK TOTAL 460V RACK AMPS INCLUDES: COMPRESSOR AMPS APPROVAL NOTE: (96) A.I. PANEL 120 1 3.0 JBOX SEE R4.0 REQ. CLEAN POWER t REFERENCE WIRING DIAGRAMS FOR ADDITIONAL INFO. •.' APR 16 2010 tit t APR q ',' ITQ� CENTER v t 6 ..� NOTE TO CONTRACTORS: IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO AND USE THE LATEST PLANS. HILL PHOENIX WILL NOT BE RESPONSIBLE FOR ANY CONSTRUCTION WORK PERFORMED WITH OBSOLETE PLANS. SHEET NO., R5.0 OF SCALE, NOT TO SCALE dEN a g ,N a `I; T o N I REVISED PER ARCHITECT'S LATEST FLOOR PLAN, REVISED TRENCHING PER FIELD CONDITIONS do REVISED SYSTEM 2D2 FROM 48' TC 44'. 1 a N 0, a g c u z s t, P- P, M REVISED FLOOR SINKS, COILS AND PANEL LOCATIONS PER CUSTOMER REQUEST & REVISED FLOOR PLAN PER ARCHITECT'S LATEST. SHEET NO., R5.0 OF SCALE, NOT TO SCALE LL__ 460V /3PH /60Hz L __ (BY OTHERS) LI__ _ LL_- 208V /1PH /60Hz L2__ (BY OTHERS) g___ 120V /1PH. /60HZ POWER WITH GROUND (BY E.G.) PANEL AT RACK 1201 IPh BLS RFCPDdE cc i iai AT BMW ND WPM 24v TRANSFORMER TO FEED OIL LEVEL CONTROLS MIN. 20VA PER CONTROL. USE MULTIPLE TRANSFORMER AS NECESSARY. CC • M1 iFT ---- TO CNTRLR INPUT RD # TERM U F9 --I 9— F2 --II— SYSTEM #1 M -1 1 -1 4C1480SL- 2NU -UL R G M1 _L AUX.T L.P. • I 1 L N B1 B2 12 TO CNTRLR # INPUT BD # TERM # TO CNTRLR # INPUT BD # TERM # C TO CNTRLR # OUTPUT BD # NC TERM # C TO CNTRLR # OUTPUT BD # NO —TERM # 11 • 14 (91) (M2) H•P. MOTOR PROTECTION MOD. COMPRESSOR 1 -1 OMB OIL LEVEL CONTROL CCC M2 TTT • 1 -2 4B3604PL- 2NU -UL R G 0 L.P. H.P. 11 L N 81 I 82 NO2 11 2 14, (M1) (92) TO CNTRLR # INPUT BD # TERM # TO CNTRLR # INPUT BD # TERM # C TO CNTRLR # OUTPUT BD # NC TERM # C TO CNTRLR # OUTPUT BD # NO— TERM # CMA • I NOA" 'NCA I I 2 —I I M1 J I 10200 240/ , J MOTOR PROTECTION MOD. OIL FAIL MOD. COMPRESSOR 1 -2 TO CNTRLR # * INPUT BD 0 TERM i F3 --II— F4 —{ (- SYSTEM #2 2 -1 4C1761PL- 2NU -UL TO CNTRLR # INPUT BD # TERM # C TO CNTRLR # OUTPUT BD # NC— TERM # C TO CNTRLR # OUTPUT BD # NO— TERM # 0 U 0 H.P. MI) (92) CMA NA " I ^ 'NCA 112 M1 U 120 240 •- ✓•MMoMW/% MOTOR PROTECTION MOD. OIL FAIL MOD. COMPRESSOR 2 -1 J 2 -2 4C2707PL- 2NU -UL R G 0 TO CNTRLR # INPUT BD # TERM # C TO CNTRLR # OUTPUT BD # NC TERM # C OUTPUT BD # NO— TERM # 0 0 L.P. H.P. r MOTOR PROTECTION MOD. M2 CNA A'' I ^ 'NCA II 120 240 .,ANA COMPRESSOR 2 -2 OIL FAIL MOD. PF RACK #1 COMPRESSOR PANEL WIRING DIAGRAM NOTE: SEE ELECTRICAL REQUIREMENTS SHEET R -6 FOR ALL AMP LOADS. SEE ELECTRICAL RF.QUIREMENTS SHEET R -6 FOR DEFROST INTERLOCK SCHEDULE. SEE REFRIGERATION ELECTRICAL PLAN R -4 FOR CASE OR COIL LOCATION AND CONFIGURATION. DESCRIPTION MANUAL "ON -OFF` SWITCH WEll FUSES 1 -PHASE BREAKER I r r 9 3 -PHASE BREAKER INDICATOR LIGHT - - NORMALLY OPEN RELAY CONTACT t NORMALLY CLOSED RELAY CONTACT INTERLOCK CONTACT LOCATED OPPOSING DEFROST CONTACTOR. -i I- CURRENT SENSING RELAY CONTACT I�� DIGITAL INPUT ISOLATION RELAY USED WHERE COMPUTER INPUT CARD CANNOT ACCEPT HIGH VOLTAGE DIRECTLY ONTO CARD. RELAY WITH ONE SET OF CONTACTS USED FOR DIGITAL INPUT ISOLATION WHEN COMPUTER INPUT CARD CANNOT ACCEPT HIGH VOLTAGE DIRECTLY ONTO CARD. .VAM• HEATER TO TIME DELAY THERMOSTAT L-.x-L L T SOLENOID VALVE TYPICAL BLOWER COIL WITH ELECTRIC HEATER TYPICAL CASE WITH HEATERS AND TERMINATION THERMOSTAT IL WI 1 TERMINAL BLOCK CURRENT SENSING RELAY RX RELAY T TERMINAL LOCATED ON NC10 COMPUTER CONTROL CARD -TYPE DDATC ET M ELAPSED TIME METER NI L.P. LOW PRESSURE SWITCH H.P. HIGH PRESSURE SWITCH REVERSE ACTION LOW PRESSURE SWITCH E1 E•I L.P 0 Oki COMPRESSOR MOTOR COMPRESSOR BODY COOLING FAN UNLOADER SOLENOID CUR O CURRENT SENSING RELAY CSR CURRENT SENSING RELAY CONTACT 1-1 1-1 240 ALARM M2 , L2• MI • SOLID STATE OIL FAIL CONTROL DEMAND COOLING MODULE rF�• SOLID STATE INHERENT PROTECTION MODULE SOLENOID VALVE CRANKCASE HEATER FACTORY WIRING UNIT ASSEMBLY WIRING (TYLER) L) - -- 460V /3PH /60Hz (BY OTHERS) Lo___ U - -- 208V /1PH /60Hz L2___ (BY OTHERS) a___ 120V /1PH. /60HZ POWER WITH GROUND (BY E.C.) PANEL AT RACK E2 coNrRaU.01 LEN IPh LT6 RECEPDG1x AV2t connoua IERFr 10GiA11 MECUM AT Ma DIAN Ro w1M 24v TRANSFORMER TO FEED OIL LEVEL CONTROLS MIN. 20VA PER CONTROL. USE MULTIPLE TRANSFORMER AS NECESSARY. F1 F2 —I SYSTEM #3 TO CNTRLR INPUT ED AT TERM LL JJ 3 -1 4C0969SL- 4SU -UL R G M1 -L. AUX.T TO CNTRLR # INPUT BD # TERM # TO CNTRLR # INPUT BD # TERM # C TO CNTRLR # OUTPUT BD # NC— TERM # C TO CNTRLR # OUTPUT BD # — NO— TERM # 0 El LI L I V IM. N L N B1 B2 12 11 (M1) (M2) L.P. H.P. MOTOR PROTECTION MOD. COMPRESSOR 3 -1 x1 II .- .1.1 -.� II OMB OIL LEVEL CONTROL CC( • 3 -2 4C1761PL- 2NU -UL • R G M2 -I- AUX.T TO CNTRLR # INPUT BD # TERM # C TO CNTRLR # OUTPUT BD # NC— TERM # C TO CNTRLR # OUTPUT BD # NO TERM # U Ell U U L Y 18 L N Bi 82 12 H.P. 11 14, (Mi) (92) CMA NA " i ^'NCA M2 " MI L2 120 240 -N ANNA. MOTOR PROTECTION MOD. OIL FAIL MOD. COMPRESSOR 3 -2 TO CNTRLR # * INPUT BD # TERM Y F3 —IF— F4 —II— SYSTEM #4 T 4 -1 4C1480PL- 2NU -UL R G AUX.T TO CNTRLR # INPUT BD # TERM # C TO CNTRLR # OUTPUT BD # NC— TERM # C TO CNTRLR # OUTPUT BD # NO TERM # M2 I) U 0 U Y !1 L N 01 B2 2 (M1) 14 (92) A NOA" I ^'N MI U vN 120 240 L.P. H.P. MOTOR PROTECTION MOD. OIL FAIL MOD. COMPRESSOR 4 -1 M4 - -- 4 -2 4C2397PL- 2NU -UL R G M41 AUX.T TO CNTRLR # INPUT BD # TERM # C TO CNTRLR # OUTPUT BD # NC TERM # C TO CNTRLR # OUTPUT 8D # NO TERM # U U U rThe L N 81 B2 12 11 14 (MI) (M2) CNA NA " I ^'NCA M2 U 120 240 L.P. H.P. MOTOR PROTECTION MOD. OIL FAIL MOD. COMPRESSOR 4 -2 PF M(OO5I EXTERNAL FIELD ASSEMBLY WIRING ,r-TERMINAL ``� / STRIP AT Y., PANEL. —FACTORY ■�y� INSTALLED D1 ;JUMPER (REMOVE WHEN \ i INSTALLING DOOR SW.) ---- WIRING FROM DOOR SWITCH NOT TO SCALE TYPICAL FOR SYSTEMS 2A THRU 2E DETAIL AT DOOR SWITCH CONNECTION RELIVED APR 162010 P' ' .. jIT CENTER RACK #2 COMPRESSOR PANEL WIRING DIAGRAM NOTE TO CONTRACTORS: IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO OBTAIN AND USE THE LATEST PLANS. HILL PHOENIX WILL NOT BE RESPONSIBLE FOR ANY CONSTRUCTION WORK PERFORMED WITH OBSOLETE PLANS. 3 DRAWING NAME: SHEET NO.: R6.0 OF SCALE: NOT TO SCALE a 0 0 I 4 N REVISED PER ARCHITECT'S LATEST FLOOR PLAN, REVISED TRENCHING PER FIELD CONDITIONS & REVISED SYSTEM 202 ROM 48' TO 44'. REVISED TO REFLECT NEW ARCHITECTS BACKGROUND RECEIVED 12/17/09. REVISED FLOOR SINKS, COILS AND PANEL LOCATIONS PER CUSTOMER REQUEST & REVISED FLOOR PLAN PER ARCHITECT'S LATEST. < Q a 3 DRAWING NAME: SHEET NO.: R6.0 OF SCALE: NOT TO SCALE 20BY/3PH /60Hz (BY arms) LI L2 L3 c RACK #1 REMOTE DEFROST PANEL '):)3 ATOMS AT SAM MLR NO POUT WM Ai UM MOT COMM NO ORR* MAO C- No- DEFROST CONTROLLER BOARD # #— NC- OUTPUT # C TEMPERATURE CONTROLLER # NC- BOARD # OUTPUT # TERMINATION CONTROLLER BOARD # INPUT # C— DEFROST CONTROLLER #- NO- BOARD # NC OUTPUT # n TEMPERATURE C CONTROLLER #- BOARD # OUTPUT # -_J I r - --I -r -11_1 II Ir1�ir.1_1_� H I I1+wl Y, J TC -3 -1 SYSTEM 1A IF USED - - --4 r - - -4 I r - --(-1 I r - -1-1 I I r - -1-1T 1Lr_-1-T.T III r- LJ rI -IJ-I I41., 6 DRS 6 DRS 6 DRS 4 DRS TC -3 -2 SYSTEM 1B TERMINATION BOARDO# #— INPUT # IF USED ijI - - -1-q -t - t I I r I -I -t -f -- -1- -I 1 I i I r- r- - -a-1- I- i---- I -I- --I r-1 lip r r-1- - - - r- -I_I -4 1 I I I 1 -1 7'J I IT CHECK WIRING PER COIL E.C. TO ADJUST AS NECESSARY. EVAPORATOR TEMPERATURE C CONTROLLER #-._ —NC -BOARD # OUTPUT # ►Qi ` O W USED SYSTEM 2A TEMPERATURE C CONTROLLER #_ NC -BOARD # OUTPUT # T01 F USED SYSTEM 2B TEMPERATURE C CONTROLLER #_ NC -BOARD # OUTPUT # T01 IF USED SYSTEM 2C ►�i ,J TEMPERATURE. C CONTROLLER # B — NC OARD # # OUTPUT TEMPERATURE C CONTROLLER #— -NC -BOARD # OUTPUT # J T02 SYSTEM (2D1 & 2D2) CHECK WIRING PER COIL E.C. TO ADJUST AS NECESSARY. TEMPERATURE C CONTROLLER #- NC BOARD # OUTPUT # TEMPERATURE C CONTROLLER #_ NC HOARD # OUTPUT # TEMPERATURE C CONTROLLER #_ —NC- HOARD OUTPUT # TI4 7`114 -{qT I I T03 SYSTEM (2E1, 2E2, & 2E3) EVAPORATOR CHECK WIRING PER COIL E.C. TO ADJUST AS NECESSARY. EVAPORATOR 41- O DEFROST CONTROLLER # NO BOARD # NC OUTPUT # C TEMPERATURE NC CONTROLLER # BOARD # OUTPUT # TERMINATION CONTROLLER #— BOARD # INPUT # DOOR PROOF (IF USED) LOW VOLTAGE INPUT BOARD # FACTORY INSTALLED JUMPER. REMOVE WHEN DOOR SW. INSTALLED. SEE DETAIL THIS SHEET. DOOR SWITCH BY ELECTRICIAN TS -3 -3 SYSTEM 1C NOTE: SEE ELECTRICAL REQUIREMENTS SHEET R -6 FOR ALL AMP LOADS. SEE ELECTRICAL REQUIREMENTS SHEET R -6 FOR DEFROST INTERLOCK SCHEDULE. SEE REFRIGERATION ELECTRICAL PLAN R --4 FOR CASE OR COIL LOCATION AND CONFIGURATION. SYMBOL o,MM0 1.4 faN IIN.I'i DESCRIPTION .ANUAL "ON -OFF" SWITCH WITH FUSES 1 -PHASE BREAKER 3 -PHASE BREAKER INDICATOR LIGHT. NORMALLY OPEN RELAY CONTACT NORMALLY CLOSED RELAY CONTACT INTERLOCK CONTACT LOCATED OPPOSING DEFROST CONTACTOR. CURRENT SENSING RELAY CONTACT DIGITAL INPUT ISOLATION RELAY USED WHERE COMPUTER INPUT CARD CANNOT ACCEPT HIGH VOLTAGE DIRECTLY ONTO CARD. RELAY WITH ONE SET OF CONTACTS USED FOR DIGITAL INPUT ISOLATION WHEN COMPUTER INPUT CARD CANNOT ACCEPT fi1GH VOLTAGE DIRECTLY ONTO CARD. HEATER TIME DELAY THERMOSTAT SOLENOID VALVE TYPICAL BLOWER COIL WITH ELECTRIC HEATER TYPICAL CASE WITH HEATERS AND TERMINATION THERMOSTAT Btr131 H DI TERMINAL BLOCK R CURRENT SENSING RELAY RELAY D TERMINAL LOCATED ON — - C--- _ NC1O COMPUTER CONTROL CARD -TYPE DDATC ETM ELAPSED TIME METER �i L.P. LOW PRESSURE SWITCH LEI H.P. HIGH PRESSURE SWITCH 206V /3PH /60Hz (BY OTHERS) L1 m L2 H L3 RACK #2 REMOTE DEFROST PANEL HALT CONTROLLER -o- nct frE1-147-1 RACK #1 REMOTE DEFROST PANEL WIRING DIAGRAM 1 >5 C DEFROST CONTROLLER # NO- BOARD # NC OUTPUT # C TEMPERATURE NC CONTROJ T ER # BOARD # OUTPUT # TERMINATION r— CONTROJ.T.ER #— BOARD # INPUT # I I I I I I r- +-1 --� r- -t-1 -i SYSTEM 3A TC -3 -1 I- -T r r� r J T7 I I r--- - --r - -- I I I I r-- -fit - -- t-t r -1-1-i r- -I -1 -- r -I-i -, r- l-I --� [2 144 11 Imo' 1 'I f yl I YI C DEFROST CONTROLLER # —^ENO BOARD # NC OUTPUT # C TEMPERATURE NC CONTROJ.IFR # BOARD # OUTPUT # TERMINATION CONTROLLER # BOARD # INPUT # TC -3 -1 SYSTEM 3B IF USED ;) :) r C DEFROST BOARD # CONTROLLER # NO NC - OUTPUT # C TEMPERATURE CONTROI.T,ER # NC - BOARD # OUTPUT # TERMINATION I— CONTROLLER #- T BOARD # INPUT # SYSTEM 3C TC -3 -2 TEMPERATURE C - CONTROLLER #— —NC - BOARD # OUTPUT # I EPR ® I RACK L_.�qi J TO1 SYSTEM 4A Sl [� EPR ® T RACK L J S TO1 TEMPERATURE C - CONTROIJ,F,R #- NC - BOARD # OUTPUT # SYSTEM 4B TEMPERATURE C - CONTROIJ,ER #_ NC BOARD # OUTPUT # SYSTEM 4C El TEMPERATURE C - CONTROLLER #- NC - BOARD # OUTPUT # IF USED SYSTEM 4D TEMPERATURE C - CONTROLLER # NC - BOARD # OUTPUT # L~ SYSTEM 4E TEMPERATURE C - CONTROJLER #- NC - BOARD # OUTPUT # I I L. SYSTEM 4F TEMPERATURE C - CONTROJLF,R #_ NC - HOARD # OUTPUT # TO1 IF USED SYSTEM 4G I------ r - - --I I I I- - -- t t - - --t-t I I I r I I I r- 1-1 --1 I YI I 1 1 L.P. REVERSE ACTION LOW PRESSURE SWITCH COMPRESSOR MOTOR COMPRESSOR BODY COOLING FAN UNLOADER SOLENOID CcR CO CURRENT SENSING RELAY CSR CURRENT SENSING RELAY CONTACT SOLID STATE OIL FAIL CONTROL 110* ALASAt N1> �2 N, • it f2 tiii F,2 DEMAND COOLING MODULE SOLID STATE INHERENT PROTECTION MODULE • SOLENOID VALVE CRANKCASE HEATER C— DEFROST CONTROLLER #_ NO BOARD # NC OUTPUT # C TEMPERATURE NC CONTROLLER # BOARD # OUTPUT # TERMINATION r -- CONTROLLER #— BOARD # INPUT # TC -3 -1 SYSTEM 3D FACTORY WIRING UNIT ASSEMBLY WIRING (TYLER) EXTERNAL FIELD ASSEMBLY WIRING TERMINAL STRIP AT PANEL. FACTORY INSTALLED JUMPER '(REMOVE I WHEN I INSTALLING DOOR SW.) WIRING FROM DOOR SWITCH NOT TO SCALE TYPICAL FOR SYSTEMS 2A THRU 2E DETAIL AT DOOR SWITCH CONNECTION j'410 0,51 RECEIVED APR ` 16 2010 ERM T CENTER RACK #2 REMOTE DEFROST PANEL WIRING DIAGRAM MNIONMNI NOTE TO CONTRACTORS: IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO OBTAIN AND USE THE LATEST PLANS. HILL PHOENIX WILL NOT BE RESPONSIBLE FOR ANY CONSTRUCTION WORK PERFORMED WITH OBSOLETE PLANS. NOVEMBER 19, 2009 z 9 7. €o WA 111E Oge ts F! 6ee 2Av a z ° Zj .5zg'Ng okAP gel ggil g MMIENNNNIIINNINNINNIONO 0 U N ° 0, N C U, C c .c o - = 0. c o• o:c.c cw'C C- i°o- °-± -d o 4 w 0 r° '�0oo N-ao.,�. 0 c O-0 y E€ 0) p N_ 8- 211 E8:a2 o°ocoa Fc a.o m 0.N 8.'8.5t 3 u w STORE /PROJECT: FE oo O L W a LIT a SHEET NO.: ANNOINNINNISC R6.1 or SCALE: NOT TO SCALE LI NOTE: GENERAL CONTRACTOR OR BOX MANUFACTURER TO PROVIDE SUPPORT FOR RACK. HILL PHOENIX DOES NOT PROVIDE STRUCTURAL CALCULATIONS. CONSULT STRUCTURAL ENGINEER. 13' 11" RECEIVER PANEL REQUIRE'S 3'-0" CLEARANCE. 8 -7" 92) 8..8x8.9) SINGLE STACKED COMPRESSOR RACK #1 W/ SHEET METAL COVER. WEIGHT APPROX. 4800LBS. PARTIAL FLOOR PLAN AT RACK (°T AVIV/ 11‘1".■-,■\,,.■,,/,'■ [LI:1.1r 117.11 11-. LI N 1/4 = 13'-11" 2 PARTIAL FLOOR PLAN AT RACK # ivi G.C. TO PROVIDE OPENING IN ROOF FOR REFRIGERATION LINES. VERIFY EXACT LOCATION IN THE FIELD WITH REFRIGERATION CONTRACTOR AND STRUCTURAL. G.C. TO SEAL OPENING AROUND EFRIGERATION LINES. G.C. TO PROVIDE/LEVEL PLATFORM FOR REFRIGERATION EQUIPMENT. VERIFY LOCATION & CONSTRUCTION W(//STRUCTURAL/ NGIN4R. <s,;. RUSSELL MODEL VA -93 AIR /COOLED CONDENSER #1 NET WEIGHT: APPROX 2000 LBS. PANEL REQUIRE'S 3'-6" MIN. CLEARANCE. 26'-0" 5 PARTIAL ROOF PLAN AT CONDENSER # I011"W* t t ti I i kW/ +11.410/0. elb"44N &pi 1 X49/I 1 1415.05° li(l " "4\ 1 rVIk 1 I 0V11 t41i k \ l • V ' IM •-• 4..11. 0.1.' S5.5.0. itg,i4A kgtith 1 WV *........ ..... INLET OUTLET T 8 d 86 ) 0" C NDENSER_ 9'-0" PLATFORM 6" 98 1/4" SIDE FAN & MOTOR DATA END PHYSICAL DATA MODEL NO. FAN DATA MOTOR DATA DIMENSIONS (INCHES) WEIGHT FANS FAN DIA. TOTAL CFM NOM H.P. MIN. CIRC. AMPACITY A INLET OUTLET NET VAC 1140 RPM MOTORS 1140RPM 208/230/1PH 460/3PH. 98-1/4 (2)1-5/8 (2)1-1/8 1 1 40Ibs 063 4 30" 41000 1 1/2 N/A 12.8 RUSSELL VAC-063 AIR COOLED CONDENSER 11" CONDENSER 208-230/3/60 (BY OTHERS) 0 LL. 1/4"= " CONDENSER 98-0" PLATFORM 8'-0" CONDENSE 86A Iwo 11 PANEL REQUIRE'S 3'-0" MIN. CLEARANCE. 3'-3" SINGLE STACKED COMPRESSOR RACK #2 W/ SHEET METAL COVER. WEIGHT APPROX. 4800LBS. 2) 8) (89) PLATFORM FROM 3/4" PLYWOOD — SHAPE EDGES AS SHOWN ALL AROUND. ROOFING MATERIAL — CARRY OVER TOP OF PLATFORM. 3 i" SHAPED WOOD CANT STRIP Il . ,i'.. . ........... ............ ...... ......-,..-.-....v.t...3.-34%-:36.576: ........ If ,85" EiLd 0=5 000 irm 24GA. GALV. —STEEL COVER LEVEL - --1111.7■11021 .... SHEATHING TYPICAL SHAPED 4 AROUND NOTES: 14) VERIFY WITH RESPECTIVE CONTRACTOR(S) FOR EXACT SIZE AND LOCATIONS OF ROOF PLATFORMS. PROVIDE 4x6 BLOCKING BELOW ROOF SHEATHING BETWEEN PURLINS AS REQUIRED. EQUIPMENT PLATFORM DETAIL NOTE: GENERAL CONTRACTOR OR BOX MANUFACTURER TO PROVIDE SUPPORT FOR RACK. HILL PHOENIX DOES NOT PROVIDE STRUCTURAL CALCULATIONS. (CONSULT STRUCTURAL -ENGINEER. 26'-4" PANEL REQUIRE'S 3'-6" MIN. CLEARANCE. RUSSELL MODEL VAC-63 AIR COOLED CONDENSER #2 NET WEIGHT: APPROX 1400 LBS. --.,„ G.C. TO PROVIDE LEVEL PLATFORM FOR REFRIGERATION I EQUIPMENT. VERIFY LOCATION 8c CONSTRUCTION STRUCTUPAL ENGINEER. n I G.C. TO PROVIDE OPENING IN ROOF FOR REFRIGERATION LINES. VERIFY EXACT LOCATION IN THE FIELD WITH REFRIGERATION CONTRACTOR AND STRUCTURAL. G.C. TO SEAL OPENING AROUND REFRIGERATION LINES. PARTIAL ROOF PLAN PLAN AT CONDENSER # SHAPED 2X PLATFORM SUPPORTS 16" O.C. FOR REFERENCE ONLY N.T.S 3' 6' DRIP BEAD — is REFRIGERATION PIPING - GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SEALING AROUND PIPE ONCE PIPE IS SET IN PLACE. FIBER CANT 3/8" LAG BOLT. BOLT TO DECK AT 2'-0" O.C. COUNTERSUNK. LAP SEALANT SHEET METAL HOOD FLASHING TERMINATION BAR EPDM ROOFING MEMBRANE TREATED WOOD CURB RIGID INSULATION AND 11-IERMAL BOARD OVER METAL DECKING TREATED 2 X 6 - BUILD UP TO MATCH INSULATION THICKNESS. FOR REFERENCE ONLY 4 RAINHOOD DETAIL FAN & MOTOR DATA 96" END PHYSICAL DATA 1 1/2" MODEL NO. FAN DATA MOTOR DATA DIMENSIONS (INCHES) WEIGHT FANS FAN DIA. TOTAL CFM NOM. H.P. MIN. CIRC. AMPACITY A INLET OUTLET NET VAC 1140 RPM MOTORS 1 1 4ORPM 208/230/1PH 460/3PH. 1 46-1 /4 (2)2-1/8 (2) I -1 /8 1 840 LBS 095 6 30" 63000 1 1/2 N/A 1 9.2 208-230/3/60 (BY OTHERS) FDS L2 - — L3_ • GRND LUG IB ALSir SMELDED. ROUTE TO MAIN CONTROLLER 0 PANEL ON COMPRESSOR RACK OR REFERENCE ONLY 1/4"= GRND LUG IBELDON /19534. SHIELDED. ROUTE TO MAIN CONTROLLER 0 PANEL ON COMPRESSOR RACK LE TB 230V. T2 24V. 2 - FIELD WIRING - FACTORY WIRING C = CONTACTOR TB = TERMINAL BOARD M = MOTOR FCT = THERMOSTAT OR PRESSURE STAT = GROUND CONN. (FOR REFERENCE ONLY) 191 (§) OUT 1 593 TZE I I 8R0 BOARD OUT 2 1134 °A °A T T °A °A B. B' TOO OUT? OUT 8 le €9 TS2 TS1 NOT USED C1 230V. T2 24V. 0 C2 183 103 C-3 RIGHT SIDE CONTROL BOX FIELD WIRING - FACTORY WIRING C = CONTACTOR TB - TERMINAL BOARD TOGGLE SWITCH M = MOTOR Fill = THERMOSTAT OR 'PRESSURE STAT = GROUND CONN. (FOR REFERENCE ONLY) LEFT SIDE CONTROL BOX C) TB1line 1 05 Atz POWER -Tx 8R0 BOARD OUT 1 OUT 2 OUT 3 OUT 4 OUT 5 OUT TB3-q c) Th6R Er"ff'H El" OUT 7 TOOTS eel leal 15310 •••••••5111•1570.710,7•M•16•••■ N T S RUSSELL VAC-95 AIR COOLED CONDENSER 10 NOT USED MtowOSl ,......_ IREVIEWED FOR CODE COMPLIANCE A i•PAInVED , I APR 2 9 2010 City of Tukwila RECEIVED APR 1 6 2010 j_3UILDING1)11/1.clnAl 1.1. CENTER NOT TO CONTRACTORS: IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO OBTAIN AND USE THE LATEST PLANS. HILL PHOENIX WILL NOT BE RESPONSIBLE FOR ANY CONSTRUCTION WORK PERFORMED WITH OBSOLETE PLANS. 8 o T ED TRENCHING PER FIEED CONDfNONS & REVISED SYSTEM 2D2 FROM 48' TO 44'. RECEIVED 12/17/09. 0 8 .<1 NOVEMBER 19, 2009 5 're U z III 5 ELI 1:7 C 13 ...C. a 2 = 6-14- _f3 .5JN8 7-5 tc, E o ES.. 5:: a! 5:: 4211':11:13■11115-gil STORE /PROJECT: ammulmonom SHEET NO.: R7.0 SCALE: NOT TO SCALE 120V /1 Ph CLEAN POWER W/ GROUND REFRIGERATION AT RACK BY E.C. RACK "1" PHONE LINE 120V /1 Ph CLEAN POWER W/ GROUND AT RACK BY E.C. REMOTE DEFROST PANEL MFLEX88 8R0 #3 8R0#4 120V /1 Ph CLEAN POWER W/ GROUND AT RACK BY E.C. ANALOG INPUT PANEL 16AI #3 MA� ma'mQ1 a ° aril 0[80o0EL9ggg BELDEN r #8761 - -J - -1 BELDEN #8761 COND'R #1 RACK 1 AT MANAGERS OFFICE VERIFY IN FIELD BELDEN #8465 ALARM 120V /1 Ph CLEAN POWER W/ GROUND REFRIGERATION AT RACK BY E.C. RACK "2" EINSTEIN2 PHONE LINE BELDEN #8465 120V /1 Ph CLEAN POWER W/ GROUND AT RACK BY E.C. REMOTE DEFROST PANEL MFLEX88 8R0 #3 00©©0 °v° 000 ONEHEL9BPIE - MFLEX168 1 J BELDEN #8761 BELDEN 120V /1 Ph CLEAN C #8761 POWER W/ GROUND AT RACK BY E.C. ANALOG INPUT PANEL 16AI #3 COND'R #2 — RACK 2 FOR REFERENCE ONLY 1 SCALE NONE TYPICAL EMS BOARD LAYOUT © RACK. RACK #1 COMP PANEL Count Panel EMS I D Description Compressor 1 SuctionTem.° _25° T r -Df ® CommRun A T ePoint Ro Function • Off Brd 1 m® Wired By 1 168 PanelBuilder 1 Comp 1 -1 Comp 2 Comp 1 -1 Comp Unloader 1 _25° A A Ro • Off 1 2 168 PanelBuilder 3 Comp 1 -2 Comp Compressor -25° _25° ® ® A Ro • off OR1off 1 1 © 4 168 168 PanelBuilder 4 Comp 1 -2 Comp Unloader 25° _25° A Ro PanelBuilder 5 Comp 2 -1 Comp Compressor 1 20° MIMI nill A Ro • off 1 5 168 PanelBuilder 6 Comp 2 -1 Comp Unloader I 20° PanelBullder A Ro • off 1 6 168 PanelBuilder 7 Comp 2 -2 Comp Compressor Refrigeration 20° 20 A Ro • Off 1 © 168 PanelBuilder 8 Comp 2 -2 Comp Unloader a 20° 20" A A • Off 1 8 168 PanelBuilder PanelBuilder 0 168 PanelBuilder 8 Comp 4 -2 Comp Unloader 4 15" EMI A Ro 10 1 10 Comp 2C Refrigeration 2 20° . MI A A A Ro Ro Pa 11 Comp 1 -1 Compressor Run PanelBuilder -28° Comp A Di • Off 1 1 168 PanelBuilder 12 Comp 1 -2 Compressor Run 1 _28° ® A Di N! 1 ® 168 PanelBuilder 13 Comp 1 2 -1 Compressor Fail PanelBuilder _28° Comp A A Di Q1YOff • Off 1 1 3 4 168 PanelBuilder 14 Comp Compressor Run 2(r Di 168 PanelBuilder 15 Comp 2 -2 Compressor Run Compressor Fail 20° Comp Comp A Di • Off 1 5 168 PanelBuilder 16 Comp 2 Compressor Fail Compressor Run 20° 15' A Di • Off 1 6 168 PanelBuilder 17 Comp 1 Suction Pressure ® 25° Di A Di PSI 1 Q 168 UA 18 Comp 2 Suction Pressure PenolBuildor 20° MI A Di PSI 1 8 168 UA 19 Comp ALL Discharge Pressure ° 22 Comp A Di PSI 0 9 168 UA 20 Comp ALL Reciever Level PanelBuilder ALl Comp A Ai / Di % 0 10 168 UA 21 Comp Spare ALL Discharge Pressure ALL 111111111 A Ai / Di _Om PSI 1 168 168 22 Comp Spare Comp Spare ALL ® A Ai 1 Di A A 1 ® 168 168 23 Comp Spare Spare 2 3 88 A Ai I Di Di 1 13 168 168 24 Comp Spare Spare 2 4 88 A Ai / Di Ai I Di 1 14 168 168 25 Comp Spare Spare 2 5 88 A Ai / Di Comp 1 15 168 24 26 Comp Spare 2 G A A Ai / Di 1 1 16 168 25 RACK #1 REMOTE DEFROST PANEL Count Panel EMS I D Description System SuctionTemp° TypeDf CommRun TypePoint Function Brd Pt Cut Sht Wired By 1 Comp 1A Refrigeration 1 -25° PanelBuilder A Ro On /Off 2 1 88 PanelBuilder 4 Comp 1A Defrost 1 -25° CondFans5 &6 A Ro On/Off © 2 Ell 3 � �PanelBuilder PanelBuilder PanelBuilder 4 16 Refrigeration 1 25° Ro A Ro On/Off aComp Comp 1B Defrost 1 -25° MIMI nill A A Ro Ro Ro On/Off On/Off On/Off ®Q ©® ® • 88 88 88 PanelBuilder © Comp 1C Refrigeration I -25° PanelBullder 6 Comp 1C Defrost 1 -25° A PanelBuilder 8Ro Comp 2A Refrigeration 2 20 M A A Ro OrVOff ® Ro 88 PanelBuilder 8 Comp 28 Refrigeration 2 20" r A Ro On /Off © 0 88 PanelBuilder 0 168 PanelBuilder 8 Comp 4 -2 Comp Unloader 4 15" 4 A Ro Or /Off 1 10 Comp 2C Refrigeration 2 20° . MI A A A Ro Ro Pa On/Off On/Off On/Off 3 ©Illlli 3 :1� 3 8R0 8R0 8R0 PanelBuilder 11 Comp 2D1 Refrigeration 2 20° PanelBuilder 2 Comp 2D2 Refrigeration 2 20" PanelBuilder 4 Comp 2E Refrigeration 2 20 _1111M. A Ro Ro On/Off 3 3 4 5 SRO: 8R0 PanelBuilder 1 Comp Spare 12 Comp 3 -2 Compressor Run 4 Comp Spare A Di Temp 1 A Ro Ro Ba amp _ ©Q j 6 B 8R0 8R0 8R0 Compressor Fail ® T Comp Comp Spare A Di On/Off 1 A 168 Spare 14 Comp 4 -1 Compressor Run 4 15' PanelBuilder A Di On /Off 1 4 168 PanelBuilder 15 Comp 4 -2 ® A Di On/Off ®0 Di 88 1 20 Comp IA Defrost Term 1 -28° PenolBuildor 21 Comp 16 Defrost Term I -28° 1 A Di Temp 17 2 88 PanelBuilder 22 Comp 1C Defrost Term 1 23° 1 A Di Di Ai I Di Ai / Di On/Off imm00 ® ® 2 2 3 5 6 88 88 88 88 PanelBuilder 23 Comp 1C Door Switch 1 -28° ® A A PanelBuilder 24 Comp Spare ALL Discharge Pressure ALL ALL 25 Comp Spare PSI 1 9 168 A 20 26 Comp Spare ALL ALL PanelBuilder A A A Ai / Di Ai / Di 1 ©0 88 2 8 88 168 27 Comp Spare Spare 2 3 88 CONDENSER #1 PANEL Count Panel EMS I D SuctionT Description System emp° TypeDf CommR un TypePoi nt Function Brd Pt Cut Sht Wired By Pt Cond CondFansl &2 Condenser Fans A Ro ChfCt 4 1 8Ro PanelBuilder A Cond CondFans3 &4 Condenser Fans 111.1111111M A Ro OIfCif 4 2 8Ro PanelBuilder 3 Cond CondFans5 &6 Condenser Fans 1111111 A Ro OKI 2 168 8Ro PanelBuilder 4 Cond Spare 3 MI A Ro NM 4 4 8Ro 3 5 Cond Spare IIIIIIIIIIIIIIIIIIIIIIIIIIIIM A Ro ME 4 5 8Ro A 6 Cond Spare IIIIIIIIIII M® A Re MN 4 6 8Ro Compressor Q Cond Spare = A -EM A Ro MR 4 am 8Ro 168 8 Cond Spare 4 -1 Comp M A Ro MIN 4 8 8Ro A RACK #2 COMP PANEL Front View SW1 use White #20 to connect all 24V commons Back View E2 Power Interface Board 0 Uro Side View BB ES 00 °o °o Set Jumbera to Na RS- 485 -IA uu U Etc R0 -485 -1D 637 -4880 (E2 Digital I/O card O OMEECI Keyboard 11 = Lamp SW1 = Switch (momentary) H1 = Horm ) 24VAC (50VA) to E2 Prewired 24VAC common 5 Conductor Cable Belden 8465 or Equal Alarm Receiver System Logic Digital Sensor Bypass INPUT from Digital I/O Card INPUT ONE Alarm Output Signal from RX /BX Alarm Receiver N Digital Sensor Application Logic IN* Alarm Output ALARM PANEL Digital I/O Card Digital Output ONE Count Panel EMS I D Description System SuctionTemp° TypeDf CommRun TypePoint Function Brd Pt Cut Sht Wired By 1 Comp 3 -1 Comp Compressor 3 -10° Case Temperature A Ro On /Off 1 1 168 PanelBuilder 2 Comp 3 -1 Comp Unloader 3 -10° Case Temperature A Ro On/Off 1 2 168 PanelBuilder 3 Comp 3 -2 Comp Compressor 3 -10° Case Temperature A Ro Orr /Off 1 3 168 PanelBuilder 4 Comp 3 -2 Comp Unloader 3 -10" A Ro On /Off 1 4 168 PanelBuilder 5 Comp 4 -1 Comp Compressor 4 15° 4 A Ro On /Off 1 5 168 PanelBuilder 6 Comp 4 -1 Comp Unloader 4 15` 4 A Ro On /Oft 1 6 168 PanelBuilder 7 Comp 4 -2 Comp . Compressor 4 15° 4 A Ro On /Off 1 7 168 PanelBuilder 8 Comp 4 -2 Comp Unloader 4 15" 4 A Ro Or /Off 1 8 168 JobSite 9 Comp 4A Defrost 4 A PanelBuilder 11 Comp 4B Defrost 4 16° JobSite 10 Ro On /Off 3 2 8R0 PanelBuilder 12 Comp 4C Refrigeration 4 15° JobSite 11 Comp 3 -1 Compressor Run 3 -10' PanelBuilder A Di On /Off 1 1 168 PanelBuilder 12 Comp 3 -2 Compressor Run 4 -10" PanelBuilder A Di Temp 1 2 168 PanelBuilder 13 Comp 3 Compressor Fail 3 •10° PanelBuilder A Di On/Off 1 3 168 PanelBuilder 14 Comp 4 -1 Compressor Run 4 15' PanelBuilder A Di On /Off 1 4 168 PanelBuilder 15 Comp 4 -2 Compressor Run 4 i 5° PanoiBuildor A Di On /Off 1 5 168 PanelBuilder 16 Comp 4 Compressor Fail 4 15" A Di On /Off 1 6 168 PanelBuilder 17 Comp 3 Suction Pressure 3 -10° A Di PSI 1 7 168 UA 18 Comp 4 Suction Pressure 4 15' A Di PSI 1 8 168 UA 19 Comp ALL Discharge Pressure ALL ALL PanelBuilder A Di PSI 1 9 168 UA 20 Comp ALL Reciever Level ALL ALL PanelBuilder A Di °a 1 10 168 UA 21 Comp Spare 2 3 88 PanelBuilder A Di 3D 1 11 168 22 Comp Spare 2 4 88 PanelBuilder A A Ai I Di Spare 1 1 12 168 23 Comp Spare 2 5 88 Ai l Di Comp 13 168 24 Comp Spare Ai I Di 2 G A Ai / Di 26 1 14 168 25 Comp Spare Ai I Di 2 7 A Ai / Di 27 1 15 168 26 Comp Spare Ai / DI 2 8 A Ai / Di 1 16 168 RACK #2 REMOTE DEFROST PANEL Count Panel EMS I D Description System SuctionTemp" TypeDf CommRun TypePoint Function Brd Pt Cut Sht Wired By 1 Comp 3A Refrigeration 3 -10° Case Temperature A Ro On /Off 2 1 88 PanelBuilder 2 Comp 3A Defrost 1 -10° Case Temperature A Ro On/Off 2 2 88 PanelBuilder 3 Comp 3B Refrigeration 3 -10" Case Temperature A Ro On /011 2 3 88 PanelBuilder 4 Comp 3B Defrost 3 10° A Ro On]Off 2 4 88 PanelBuilder 5 Comp 3C Refrigeration 2 -10° 4 A Ro On /Off 2 5 88 PanelBuilder 6 7 Comp Comp 3C 3D Defrost Refrigeration 3 -10" 10° 4 A A Ro Ro OniOff On /Off 2 2 6 7 88 88 PanelBuilder PanelBuilder 8 Comp 3D Defrost 3 -10° 4 A Ro On /Off 2 8 88 PanelBuilder 9 Cond Spare Case Temperature 2 16° 4 A Ro Or /Off 3 1 BRO JobSite 10 Comp 4A Defrost 4 A PanelBuilder 11 Comp 4B Defrost 4 16° JobSite A Ro On /Off 3 2 8R0 PanelBuilder 12 Comp 4C Refrigeration 4 15° JobSite A Ro Ori /Off 3 3 8RO PanelBuilder 13 Comp 4D Refrigeration 4 15° JobSite A Ro On /Off 3 4 8R0 PanelBuilder 14 Comp 4E Refrigeration 4 11° 14 A Ro On/Off 3 5 SRO PanelBuilder 15 Comp 4F Refrigeration 4 16' 15 A Ro On/Off 3 6 8R0 PanelBuilder 16 Comp 4G Refrigeration 4 15° A Ro On /Off 3 7 8R0 PanoiBuildor 17 Comp Spare 3 15 168 A Ro Spare 3 8 8R0 18 Ai I Di 3 16 168 10 20 Comp 3A Defrost Term -10° A Di On /Off 2 1 88 PanelBuilder 21 Comp 3B Defrost Term -10" A Di On/Off 2 2 88 PanelBuilder 22 Comp 3C Defrost Term ,. -10° A Di On /Off 2 3 88 PanelBuilder 23 Comp 3D Defrost Term -10° A Di On/Off 2 4 88 PanelBuilder 24 Comp Spare A Al I Di 2 5 88 25 Comp Spare A Ai I Di 2 G 88 26 Comp Spare A Ai I Di 2 7 88 27 Camp Spare A Ai / DI 2 8 88 CONDENSER #2 PANEL Count Panel EMS I D Description System SuctionT emp° TypeDf CommR un TypePoi nt Function Brd Pt Cut Sht Wired By 1 Cond CondFansl &2 Condenser Fans 1 -25° Case Temperature A Ro CriCf 4 1 8Ro PanelBuilder 2 Cond CondFans3 &4 Condenser Fans 1 -25 Case Temperature A Ro al/af 4 2 8Ro PanelBuilder 3 Cond Spare Box Temperature 1 _a Case Temperature A Ro Criaf 4 3 8Ro PanelBuilder 4 Cond Spare Case Temperature 2 20' A Ro Deg F° 4 4 8Ro JobSite 5 Cond Spare Case Temperature 2 20° 4 A Ro Deg F° 4 5 8Ro JobSite 6 Cond Spare Case Temperature 2 20' 4 A Ro Deg F° 4 6 8Ro JobSite 7 Cond Spare Case Temperature 2 20° 4 A Ro Deg P 4 7 8Ro JobSite 8 Cond Spare Case Temperature 2 20° 4 A Ro Deg F° 4 8 8Ro JobSite H1 Digital I/O Card Digital Output TWO vent #20 To make this connection: -Go to Alarm Filtering Setup (menu 7 -5 -2) -Go to tab 3: Outputs - Press F3 -2 (setup multiple outputs) - F1 add record -Ether controller. application:property address of logict input (digital sensor control) Alarm Horn Prewired REFERENCE ONLY 130 APPROX. 4° APPROX. A.I. PANEL 1• NIPPLE 120V /IPH CLEAN POWER W /GROUND. SUPPLIED AT RACK BY E.C. FINISHED FLOOR LOW VOLTAGE GUTTER 4°x4'x LENGTH REQUIRES 1 BELDEN CABLE TO E.M.S. CONTROLLER 0 RACK ON ROOF. VERIFY IN FIELD. a 1 J FINISHED FLOOR REFERENCE ONLY TYPICAL E.M.S. PANEL LAYOUT AI PANEL #1 Count Panel EMS I D Description S stem SuctionTemp° T peDf CommRun T pePoint Function Brd Pt Cut Sht Wired By 1 AiPanel 1A Case Temperature 1 -25° Case Temperature A Ai Deg P 3 1 168 JobSite 2 AiPanel 1B Case Temperature 1 -25 Case Temperature A Ai Deg r 3 2 168 JobSite 3 AiPanel 1C Box Temperature 1 _a Case Temperature A Ai Deg F° 3 3 168 JobSite 4 AiPanel 2A Case Temperature 2 20' A Ai Deg F° 3 4 168 JobSite 5 AiPanel 2B Case Temperature 2 20° 4 A Ai Deg F° 3 5 168 JobSite 6 AiPanel 2C Case Temperature 2 20' 4 A Ai Deg F° 3 6 168 - JobSite 7 AiPanel 2D1 Case Temperature 2 20° 4 A Ai Deg P 3 7 168 JobSite 8 AiPanel 2D2 Case Temperature 2 20° 4 A Ai Deg F° 3 8 168 JobSite 9 AiPanel 2E1 Box Temperature 2 20 15° A Ai Deg P 3 9 168 JobSite 10 AiPanel 2E2 Box Temperature 2 20° A A Ai 1 Di Deg F' 3 10 168 JobSite 11 AiPanel 2E3 Box Temperature 2 2(P A A Ai / Di Deg F° 3 11 168 JobSite 12 AiPanel Spare A A Ai / Di 6 3 12 168 14 13 AiPanel Spare ® ® A A Ai / Di 6 3 13 168 15 14 AiPanel Spare A Ai / Di A Ai i Di 168 3 14 168 15 AiPanel Spare A Ai / Di A Ai 1 Di 168 3 15 168 16 AiPanel Spare A Ai I Di 3 16 168 AI PANEL #2 Count Panel EMS I D Description Case Temperature - SuctionTem•° -10° T -Df CommRun A TypePoint Ai Function Deg F' Brd 6 Pt 1 Cut Sht 168 Wired By JobSite 1 AiPanel 3A 2 AiPanel 3B Case Temperature -10° A Ai Deg F° 6 2 168 JobSite 3 AiPanel 3C Case Temperature ® -10° A Ai Deg F° 6 3 168 JobSite 4 AiPanel 3D Case Temperature -10° A Ai Deg F° 6 4 168 JobSite 5 AiPanel 4A Case Temperature 15° A Ai Deg F' 6 5 168 JobSito 6 AiPanel 4B Case Temperature 4 15° A Ai Deg F' 6 6 168 JobSite 7 AiPanel 4C Case Temperature 4 15° A Ai Deg F° 6 7 168 JobSite 8 AiPanel 4D Case Temperature 4 15° ® MI IIIIIII A Ai Deg F' 6 S 168 JobSite 9 AiPanel 4E Box Temperature 4 15' A Ai Deg F° 6 9 168 JobSite 10 AiPanel 4F Box Temperature 4 15° A Ai / Di Deg F' 6 10 168 JobSite 11 AiPanel 4G Box Temperature 15° A Ai / Di Deg F' 6 11 168 JobSite 12 AiPanel A Ai / Di 6 12 168 13 AiPanel A Ai ! Di 6 13 168 14 AiPanel ® ® A Ai / Di 6 14 168 15 AiPanel A Ai / Di 6 15 168 16 AiPanel A Ai / Di 6 16 168 MIOO51 PERMIT RMTANo APPROVAL REQUIRED ECE VED APR 16 2010 PERMIT CENTER TYPICAL RO & Al BOARD POINT LAYOUT NOTE TO CONTRACTORS: IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO OBTAIN AND USE THE LATEST PLANS. HILL PHOENI.K WILL NOT BE RESPONSIBLE FOR ANY CONSTRUCTION WORK PERFORMED WITH OBSOLETE PLANS. g d 6 a N d q a Tl Cl? SEATTLF_EMS.OWG a o a 0 N F, T T 0 T s N NOTICE OF NON - RESPONSIBILITY 'NI drawings a'4 speef ions are furnished only as o guide to assist the M:h eat and Owner with store epuipnest in Use of dmainis for eWaturol or i,V2itxWral purpose is not authorized: aee af dneinga and specificaSons am also 1 REVISED PER ARCHITECT'S LATEST FLOOR PLAN. REVISED TRENCHING PER FIELD CONDITIONS & REVISED SYSTEM 2D2 FROM 48' TO 44'. 1 REVISED TO REFLECT NEW ARCHITECT'S BACKGROUND RECEIVED 12/17/09. REVISED FLOOR SINKS, CONS AND PANEL LOCATIONS PER CUSTOMER REQUEST & REVISED FLOOR PUN PER ARCHITECT'S LATEST. $ <K K1 N P. 1 rt mr: JOHN VAZQUEZ m fi I g Tl Cl? SEATTLF_EMS.OWG a AM NOTICE OF NON - RESPONSIBILITY 'NI drawings a'4 speef ions are furnished only as o guide to assist the M:h eat and Owner with store epuipnest in Use of dmainis for eWaturol or i,V2itxWral purpose is not authorized: aee af dneinga and specificaSons am also TM E X C E G L E /V C E spume) mrPaer Hill PHOENIX 221 S. Berry St., Brea, California 92821 Phone: (714) 255 -7200 lons FEE w Ip I— w N w V) F- LU 0 LEI DRAWING NAME: SHEET No.: R8.0 OF SCALE: NOT TO SCALE StROCOAtE (OPIgNN.) SECOND SHE1F FOR 89' suPFRS,RUCruRE o1, M1LY 41 S /18h (1017nm] 34 7 25 1 /16in [63.7cm] REM SWING DOORS SINGLE SHELF ONLY /81n (88.5cm] N - AVAILABLE ON THIS MOOS_ , • REVSED PER ARCHITECT'S LATEST FLOOR PLAN, REVISED TRENCHING PER FIELD CONDITIONS & REVISED SYSTEM 202 FROM 48' TO 44'. REVISED TO REFLECT NEW ARCHITECT'S BACKGROUND RECEIVED 12/17/09. REVISED FLOOR SINKS, COOS AND PANEL LOCATIONS PER CUSTOMER REQUEST & REVISED FLOOR PLAN PER ARCHITECT'S LATEST. 831n [210.Ban1 80 15/161,, [205.6cm] /A 1 COIL aaa.111., % 21 1 /tin [J ' OI [21 ..&m) 1O / / / / / / / / / / / / / / / / / / / / / / / / / / / / //. / 0 / / / + ' %////////// [15&4an] (F1UME MGM) RAT REAR SILL (54.8cm] (OPTIONAL) ` 25 7 /Bin [65./8in �; '/ ` , ROW LIGHT (OPTIONAL.) 9.75' MIRROR (OPTONL) /19n O / / % 24h [fiLOan] dam 83 1 (60 160 `� / 271,, [6&6an] 1,411 [135 32 1/41,, [81.9cm] 13' MIRROR (OPfIONA) (e/ or / ehdF oto Mo) Ne) OPTIONAL SHELVING 4[118 13/119n FOR MIRRORS 4en) / STANDARD FRONT 43 7 an] [111.4cm] EMENDED /16n o]) 55 1 (5r OPRON) /18In 51 1 0[.13 0p8606 T 1/2 BUMPER CONFIGURATION (OPTIONAL) [7 B /3cm] 2[81 /ban] / 27h [68.8m] - / - SOW FRONT 13' 1FRJi40PANE GLASS FROM �: • 32 3/161,, in (DOOR HOCIO) 32 /41,, 3 [81.801] 22in 27 7/16 [697cm] I • [ 150] 271n [68.6cm] L i1 .418% 30 12 J (314c,,) n [83 2cm] PLENUM COIL Iiii,A1 I 27h [BaBan] /Wm - / 1Nn (38.1cm] / - 35 [ 9D2 (Man] tiro [28.0 m] [559cm] /7m anj / / 13 /113In [78.2nn] / [an1 - /iii / /// /J (736.2cm] /t61n -, / 28 9/16m [874cm] 4 5 /8in [11.7cmj .. . COIL % /j /��j / / / / /��// 7 22 13 27 1 /15'm [887cmn Op�j / / /164n 25 1J 5 13 /n [17cm] :::::' 30 J/81n [77.2an] /im, ] % ® �������� / /// i 18 1 [409cm] 6.� [20,x] P. •--.. 38 5 /16in [97.3cm] Sh [12.7an]- 77 9/165 6 7/16m (18.1m]' 26n (66Aanj [27.9an] $� [Sg (85Sam] 49 1 /i6in [124.8cm] -.. 37 ii [85.5an] 5 1/Bin /Iiii / / / /// 7 19.8cm) -"I •- .. . /ttio 38 3/41n [985cm] O [1B8.9an] 6 7 /1eh [16.4cmr 31 1I /16n [80.6cm] • 28 3 /8in [72.0nnj4 Win 29 15 /16in [76.9cm] (99.1cm] 42 9/161,, (im.2em] (42 15/16in W/ 1/2 BUMPER CONFIGURATION) 32 9/161,, (82.13.] 43 1 /4in [109.9cm] .. .. OWIZ WIDE ISLAND FROZEN FOOD /ICE CREAM CS. 2 ORZ REACH -IN FROZEN FOOD /ICE CREAM CASE 3 OHPH HIGH MULTI -DECK MERCHANDISER 4 0GM (11" BASE FRAME) VERTICAL GLASS SERVICE DISPLAY CASE LIGHTED REAR S LL (OPTIONAL) EXTENDED STANDARD FRONT 83 [212.4an] 39 11/16,, [100.7cm] SOLID FRONT 13" THERMOPANE GLASS FRONT 5 /bin (2oi�i] [ 14919cm 32in [81.3cm] all ] [713.7an] /4in / 819161,, [88.9cm] / / 12 3/8h [ 31.4cm1 /tin j I / [,oanj 3n1 Row UpR (OPIION4L) e.7s• 14R8)R (OPIION4j 13• MIRROR (01,00114.) 5�t4uTRn� 5' MENDED FRONT W/NOSE LIGHT 50 ,3 /,Yn (,29.00m) 1HRWr 7-1/2' MENDED FRONT W/NOSE MT 48 5 /18h [I227cm) 1NR(MT r_l % T` I 14 13/1 bin / O / / /16n 25in `yam- -emu [635cm] 1/4 In [81.9 6• PLEXIGLAS FRONT 6•GlASS FRONT 4' SOLID FRONT STANDARD FRONT • / 19 [496an) 23 ii [B02an1 /16in 2zn [ssxm] i 26 J [80.6an] [37.6cm] 33 9 i 6in 85.3cm 35 [902cm] tin 35 1 / [ � 1 0 18 3 4 [ 6.6Cm] a [90.2cm] 481/18In 481/181,, [ 122.icm] [122.1cm] in cm 1 l 26 9 16111 / 8m COIL PLENUM [67.5Cm� f --32 cm] I in cm] in cm] in cm] m] I I 24 1/8 [61.4 In cm] I\ I 17 [43.2 21 3/16 [53.8 in cm] 2 -1/2• EXTENDED FRONT VI/NOSE 53 5 /16th [135.4an] THROAT MIT 5' �� FRONT 50 IJ /1Gn [i29.Om] THROAT / COIL %�j��� / /����������� PLENUM /Iiiir/�� /// / / / // / / 25 7/16 [64.8 % 27 5/16 [69.3 I I r [68,9c 0 19 15/16 [50.7 � // 1 32In [81.3cmj / 1, e 19 7/161,, [49 29 3 [756cm1 4cm] 2[5i9rn�] / jj / / / / / / / / / / /����������� n PIfT1UY / / /i.,ier, i 18 1 [ {7.5em] 141/2h [36.9cm] / / 1� / / / '/ t9 Ho6an1 (602an] /tin / // COIL / / PLENUM / /�����II/Iii /��� /� F P / [13.1 an] ! L 9 [24.1cm]* I 4 i [10.2 cm] 31 9/18 in [80.2 cm] 51n [12.7Cm�- "1/21,, 27 1 /4in [69,3cm] 36 7/16 In [02.6 5 1 /51n [73.tcm] 5 1 [432cm] 5 1 /ein cm] 43 1/4 in (109.8 _ 8 13 /19,, [172an} (602cm7 37 11 it 9/16In I cm] 6 13/161n [172cm] 31 9 39 1 /4in /16in [95.8cm) ►, 42 3 /4in [108.6cm] [99.7cm] 43 1 /4b [109.9an] /:6in [80.2cm] 39 1 /4in [99.7cm] 43 1 /8in [109.5cm] 5 03UM (5" BASE FRAME) MULTI DECK MERCHANDISER 6 05DM MULTI DECK MERCHANDISER 7 05M MULTI DECK MERCHANDISER 8 OWEZ WIDE ISLAND FROZEN FOOD /ICE CREAM END CS. AA -AE SCHEDULE MODEL NUMBER AA26 -1158 FINS PER INCH 6 UM 1560 OVERALL DIMENSIONS APPROX CONNECTIONS SHIPPING MODEL NUMBER CAPACITY (Bthu /hr) EFM MOTOR ELECTRICAL DEFROST DIMENSIONS IN ( ) CONNECTIONS IN) ( ) SHIP. WT.� ' NO OF FANS 2 A 37 B - C - W 451/2 LIQUID 1/2 SUCTION ODS 7/8 HOT GAS ODS - TNT /EXT EQUALIZER EXT DRAIN WEIGHT MPT LB. 3/4 74 TD TD TD QTY AMPS 115V AMPS 230/1 WATTS AMPS 230/1 AMPS 230/3 AMPS 460/1 A B C D E LIQUID SUCTION DRAIN ( LBS ) r_ I00 I t =l� 0 d >, d00 }P)4:1f /�1 'li 0T I 'i0✓0 ." e:t ,2 I.)N 0, 0 .9 ," 4>40 5%8 1 t." 14,8 s'_1 /.e/ ,. 3,0 /1.8 4S61 7,-1/2 7..112 [a 11!; (a_ "I;',e( 1!? ].. E ]1� 58 -1/2 �_r a €��. !1.- 1/2 EN °a !i._ FN 7/8 00 � 7/8 �C, /d MP l ' ; :1 MPT ../ . I11�' 1 155 205 AA36 -145B 6 2400 3 55 I - 631/2 1/2 7/8 5/8 EXT 3/4 105 AA36 -1708 6 2340 3 55 - • 631/2 112 11/8 - EXT 3/4 115 5 g F I i.1 at, 0 13,500 1 }I.Yid 00 20,050 f.. 0t1 27,000 ( xk,✓'@.)l,, l.. 1670 ].', ,2k� 3 .:.`l 3 3 *A . (4 1.65 ..' (. T':1 i 5960 5r "')Ir 1i.) 26.0 2G ., : �/ 22.5 2r 5 � w 13.0 .'.3 ?, (.? 36 v � 3 10 -1/2 106112 9 -3/4 L, ..'P Ip" ,/ 4 12 • rj 1 m 82 -1/2 8261/2 1/2 FN 2 .` ` 1/� d- 1 -118 OD rt 1- '[Pd31JLi 3/4 MPT 3 l P.i` ,�l'1• l�fl, I- 2 65 ��a.� 8�5 AA46 -192B 6 3200 4 361/2 1 36 1/2 - 81 1/2 1/2 1 1/8 EXT 3/4 140 AE64 -2158 4 4950. 6 361/2 36 361/2 117 ]/2 1/2 1 1/8 _ EXT 3/4 245 p ? I.� +, I.,'.. 1£D(.? I-- !1, 171() f 3,6..)L.)4.1 .':',t.1 )f.3 :. £ .i.tt ,; i:i(.I r)12. d, €d )f) Jf, / /t,0 A�.. ✓.,.DI..S r /"sr'.(.) f'1. 1�. ,!d, 1. 1 2T ,.'r 2.2 n f1t;.J �..Bk.i 80 /t(} ,:::7. dJ " .0 91,3 1.� ? I i t'Y 1 � x. ] /.` .e. ,fl 4 '�.... :�? Idb 1 /. } d1 •i /C? r��tea.. t.'..,. ��g. ,� .3 t a v,l [ 1 `; 1�) __1 10£1 I/� 106-1/2 », , 1/2 EN 112 EN 1 115 �)L1 OD 1 -1/8 00 „. ,I PT ,�1�. l�,F t 3/4 MP i 3s_.> 25 310 AA66.295B 6 4800 6 36 1/2 36 361/2 117 i/2 1/2 1 1/8 - EXT 3/4 250 (1 370 x "a �"`i�Os.,o £.. ,.r ,a {I(a 56,000 114,096 ' +e n...may,4 / 7 t-20 F. 1 "? �g 7I`."I` /7 } .i"_b.2 3,3 �([C.� 920 '„ 0 a,A ;3.5 43r1 ),..I 3 {w.."k p tlP. + "1 21,6 ^" §NIT �:f, l ]8 xi ° "ila." ,, .1 1 3 If2 12-3/4 • .2 -3 I�...,11�1 5 F• !a� (rye y E4.�I n.k"•1(C. 13(1 -'!/2 E �� 7 /a'�FN ° d 1l4� i - :v ¢ D i'" /$OD 1.. 1 ii � 1r5 (�C. $p 7 �.iI4 bYdC'79 3 . ,�/4. 11�i _.. i3 /C1 J 9 1�a[.] ALL LIQUID CONNECTIONS ARE 1/2" EXTENDED FLARE NUT UNLESS SPECIFIED AT TIME OF ORDER < „W„ 15" (1) ALL MODELS •e •w u • •• ••• • 4 1/4" REQUIRE EXTERNALLY EQUALIZED TXV • • • •• • • •• • • • • • •• • • •• • • • • • • • • • •• • • •• • • •• • • •• • • • • • • •• • • • • • •• • • •• • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • 0 • .Nees• „ 3 1/4" „A,• „B„ „C > 12 5 8" / > < >Ic >I< I I I I 5 1 /4" 1/2„ O ( rf» n_ Q ��w�� ts) �t � `���� �°�� I) ((•) ,1 13 /8 15 2 1 /2" n n -7/8 "ELECTRICAL AIR 1/4 KNOCKOUTS > ON TOP[ PANEL) FLOW -- 4 " ® ® �-� A A �- 6 1 /4 :::: , v ```��''i���) ``�wi���) u � `�� �vII � - ELECT. KNOCK -OUTS FRONT, BACK AND TOP DRAIN AA, AE SUCTION UNITS CONN 11 1/2" 1 1/2° C AIR AIR HOT ' < 2 3/4" 2 1/2" SUCTION DRAIN AH, AG UNITS MODEL: M-AEXX-XXX LIQUID B D i I FLOW FLOW 1 t 1 3/4" - ALL MOUNTING HOLES ARE 3/8" DIA. M 1 Ofites- 0 -3/4" MPT DRAIN 5 I REVIEWED CODE COMPLIANCE wE APR 2 9 2010 13" APR PERMIT 16 S 2010 NT City of Tukwila NOTE TO CONTRACTORS. BUILDING lI I l t p ,, IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO OBTAIN AND USE THE LATEST PLANS. HILL PHOENIX 9 RUSSELL AA -AE SERIES UNIT COOLER DETAIL N.T.S. 10 RUSSELL FL SERIES UNIT COOLER DETAIL N.T.S. WILL NOT BE RESPONSIBLE_ FOR ANY CONSTRUCTION WORK. PERFORMED WITH OBSOLETE PLANS. I1III N N - i REVSED PER ARCHITECT'S LATEST FLOOR PLAN, REVISED TRENCHING PER FIELD CONDITIONS & REVISED SYSTEM 202 FROM 48' TO 44'. REVISED TO REFLECT NEW ARCHITECT'S BACKGROUND RECEIVED 12/17/09. REVISED FLOOR SINKS, COOS AND PANEL LOCATIONS PER CUSTOMER REQUEST & REVISED FLOOR PLAN PER ARCHITECT'S LATEST. aaa.111., 0 6 0 110 r:„a W W 0 CO CO CO U 0 ckt tnao d� o ow ac6 q 0 i 0911 U SCALE: NOT TO SCALE 29' -5" [353] O.D. COOLER [109] 1' -4' [136] 9' -0" [108] 2' -6" 6'_7" 00 LO 0 N. Forant,_,— „_,_■■/ 0 0 0'1, 0 0 I 0 I, � I, 1, � I, � I, I, 0 1, 0 0 0 2' —s tD 1 6" A ft WOOD BEAM 0 (3 -2X5 0 8'-41" 1 0 0 0 1 0 0 1 N 11) N 4 - G 6 X 81/2 GROSS DRAGE TH SIM. BOLTL @ BEAM EN CLIPS W/ 2 3/8 "� 2" AIR SPACE CO SIM. 1 II 1 PA 51 1 1, I, i G6X8.2 12'-9” P.G. 2' -6" i i 7 8' GbX8.2 RI6ERATI0N RACK 4750 LBS. GbX8.2 L_A/ / co rr G6X8.2 WOOD BEAM 3 ANN 1^10 `-NN L 00 Lt. lo 1 f I. 00 N "co u CO 26GA X 3" X I8 PLATE WITH (q) its x 5/8" TEK SCREWS EACH SIDE OF JOINT 21 -11" PLAN VIEW RAGK(GBON REFRIGERATION 2 EA - W SXI3 STEEL BEAM) 4 EA. - 2 X 4 48" LONG WOOD (BY OTHERS). WITH 3/8 4) X 6 LAG BOLT @ 12" O.G. EA. SKID TO CEILING PANEL. PANEL HEIGHT FRONT ELEVATION Co M 29' -9" 2' -6" 11" 11' 9' -4 N Co N CURB LAY0U7 2 - 3/4" PLYWOOD BAGK I NC (FAR SIDE) RIGHT ELFV4TION CONSTRUCTION : FINISH ACC5SSORIES HALLS CEILING SPECIFICATIONS 3 1/2" WOOD -FRAME (T$6), POLYURETHANE F -I -P 5 �� WOOD -FRAME (T$6) WITH ONE(I) LAYER OF 3/4" PLYWOOD ON TOP, POLYURETHANE F -I -P 20GA. GALV. STEEL INTERIOR CEILING STUCCO GALV. STEEL INTERIOR HALL STUCCO GALV. STEEL EXTERIOR EA. - 60" X 84" HINGED, INFIT, 3 1/2 THICK COOLER DOOR (STUCCO GALV. STEEL INT. EXT) * 36 "H. ALUMINUM DIAMOND KICKPLATES INT. It EXT. 166A.6ALV. STEEL JAMB (3 1/2 ") EA. - 60" X 84 FRANK MANUAL, SINGLE, HORIZONTAL SLIDING COOLER DOOR W/ 24SA. STUCCO WHITE GALV. STEEL FINISH, 36 "H. ALUMINUM DIAMOND K I CKPLATES I NT. $EXT., POLY STAY ROLLERS, CLOSURE HOOK, PULL HANDLES INTERIOR AND EXTERIOR, ZING PLATED LAS BOLTS AND HASHERS * 206A.6ALV. STEEL JAMB (3 1/29 1 EA. VAPOR PROOF 48" FLUORESCENT L I HT F I XTURE- 18I OFES (LIGHT BULBS NOT INCLUDED) -SHIP LOOSE EA. - 66" X 10 PLASTIC CURTAIN 2 EA. - LIGHT SWITCH WITH PILOT LIGHT 2 EA. 2" THERMOMETER LOT - STRUCTURAL SUPPORT EA. - 66" X q0" PLASTIC CURTAIN WITH CHASE OVERHEAD DOOR BRACKET * LOT - ALL THREAD RODS * LOT - CARRIAGE BOLT NOTE : LAG DOWN CEILING T$S ON HEADER JOINTS FOUNDATION, FOOTINGS, ANCHOR BOLT EMBEDMENT, EDGE DISTANCES AND ALL REINFORCING ARE TO BE DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER BASED ON CONCRETE STRENGTH AND SPECIFIC SOIL CONDITIONS OF THE BUILDING SITE. FOUNDATION TO BE DESIGNED FOR LOADS DESIGNATED ON PLAN ALL FOUNDATION DIMENSIONS TO BE FIELD VERIFIED o o 6 / SUBMITTAL DRAWING DRAWING MUST BE SIGNED & RETURNED REVIEW ALL DIMENSIONS, SPECS, DETAILS, DOOR SIZES AND SWINGS APPROVED AS IS - MANUFACTURE AS DRAWN ❑ APPROVED AS NOTED - MANUFACTURE AS NOTED NOT APPROVED REVISE AND RESUBMIT DELIVERY DATE REQUIRED DATE SIGN PRINT NAME SIGNATURE AUTHORIZES MANUFACTURING 6 /I /10 ADDED 266A PLATES BOB REV. DATE DESCRIPTION REV. BY GOVERNMENT REGULATION H.R. 6, known as the `Energy Independence and Security Act of 2007" (EISA) and adopted by the California Energy Commission (CEC), provides new requirements for Walk —in Cooler and Walk —in Freezer manufacturers effective January 1, 2009 for all new Walk —in Cooler and Walk —in Freezer applications. All wall panels, ceiling panels, floor panels, and doors manufactured by Hill PHOENIX comply with EISA and the CEC; however, some accessories commonly purchased with your Walk —in boxes may not comply with the new regulations. It is ultimately the manufacturers of these accessories that are responsible to comply with EISA and the CEC regulations which are available at: http://www, ydrogen.energy.gov /pdfs /eiso public low 110 -140 12- 19- 07.adf for EISA Title III, section 312 htta: / /www. energy. ca .govjaaaliances /2008rulemoking /2008— MER -1B For CEC regulations (California) PROPRIETARY INFORMATION DRAWINGS MAY NOT DIRECTLY OR INDIRECTLY BE REPRODUCED (DIGITALLY OR OTHERWISE), COPIED TRANSMITTED, OR ANY PORTION OF SAID CONFIDENTIAL INFORMATION DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN PERMISSION OF HILL PHOENIX, NOR IS IT PERMITTED FOR ANY OTHER PERSON TO COPY, REVERSE ENGINEER, DISASSEMBLE, RENT, LEASE, LOAN, SELL, DISTRIBUTE, SUB LICENSE, OR OTHERWISE RECREATE PROPRIETARY INFORMATION INCLUDED IN THESE DRAWINGS. THESE MATERIALS ARE PROTECTED UNDER COPYRIGHT LAWS AND WILL NOT BE FORFEITED. Hi // PHOE/V/X WALK —INS MAIN OFFICE 505 PECAN ST., Ste. 200 TEL: (817) 339 -2100 FORT WORTH, TX 76102 FAX: (817) 339 -2199 WEST COAST FACTORY 420 E. ARROW HWY. - TEL: (909) 592 -8830 SAN DIMAS, CA 91773 FAX: (909) 592 -8890 EAST COAST FACTORY 1003 SIGMAN ROAD, TEL: (770) 285 -3280 CONYERS, GA 30013 FAX: (770) 285 -3093 SEAFOOD CITY (JV -AP) SEATTLE, HA PRODUCE COOLER CUSTOMER SEAFOOD CITY - SEATTLE DRAWN BY DATE SCALE SHERRY 03/18/10 1/4"=V-0" DRAWN NO, IO- OOg6 -I CNI 47'-3" [567] O.D. FREEZER 266A X 3 X 12" PLATE WITH (6) #8 X 5/8 TEK SGREWS EACH SIDE OF JOINT IPA LO \ F- w V `-CeiN W I 00 W Att CL V ) \ 24' -9" [297] 7' -6" [90] LATCH 56 I.S.R 486 AFN HINGE 1277S , CLOSER 15' -0" [180] CNI I 1 FLOOR (FN �ELDINSTALLED)A� INTERIOR SUBMiTTAL DRAW/NC DRAWING MUST BE SIGNED & RETURNED REVIEW ALL DIMENSIONS, SPECS, DETAILS, DOOR SIZES AND SWINGS I-1 APPROVED AS IS - MANUFACTURE AS DRAWN n APPROVED AS NOTED MANUFACTURE AS NOTED NOT APPROVED - REVISE AND RESUBMIT DELIVERY DATE REQUIRED DATE SIGN PRINT NAME SIGNATURE AUTHORIZES MANUFACTURING CONSTRUCTION : FIN1514 ACCESSORIES NOTE : 2" X 4" X 20GA GALA/. STEEL CONT. ANGLE WITH #8 X 5/8" TEK SCREWS @ 12" O.G. 30 PLF WALLS: CEILING: FLOOR: SFECIFIC4TIONS 4" 14OOD- FRAME(T8G), POLYURETHANE F-I -P 5" WOOD- FRAME(T86), POLYURETHANE F-I -P 4" /4w PLYWOOD ON TOPS AND 2 X0 (2) 5UPPORR OF X24" ON CENTER, POLYURETHANE F-I -P STUGGO 6ALV. STEEL INTERIOR 51U000 GALV. STEEL EXTERIOR I/8 "ALUMINUM DIAMOND PLATE INTERIOR FLOOR (FIELD INSTALLED) STUCCO 6ALY. STEEL EXTERIOR FLOOR IEA. 8 EA. - IEA. - IEA. - EA. IEA. - 60 X 84" HINGED, I NF I T, 4" THICK FREEZER DOOR (STUCCO GALV. STEEL I NT. 4 EXT.) 36"1-1. ALUMINUM DIAMOND K I KPLATES INT. 4 EXT. I66A.GALV. STEEL JAMB (4") HEATED FRAME (30 3 SIDED) DOOR HEATER (5n ) HEAVY DUTY THRESHOLD HEATER VAPOR PROOF 4S" FLUORESCENT L I HT F I XTURE- 18 I OFES (LIGHT BULBS NOT INCLUDED ) -SHIP LOOSE 66" X c1O" PLASTIC CURTAIN LIGHT SWITCH WITH PILOT LIGHT 2" THERMOMETER HEATED AIR VENT (*1S32) LAG DOWN CEILING FOUNDATION, FOOTINGS, ANCHOR BOLT EMBEDMENT, EDGE DISTANCES AND ALL REINFORCING ARE TO BE DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER BASED ON CONCRETE STRENGTH AND SPECIFIC SOIL CONDITIONS OF THE BUILDING SITE. FOUNDATION TO BE DESIGNED FOR LOADS DESIGNATED ON PLAN ALL FOUNDATION DIMENSIONS TO BE FIELD VERIFIED BUILDING HALL (GROUTED GMU BY OTHERS) 3/8 "4' X 3" SIMPSON TITEN HD (2 3/4" EMB.) AT 24 O.C. "AIR SPACE 6/1/10 ADDED 26GA PLATES 4/30/I0 REVISED 0.117. FROM 48' TO 41' 3" R DATE DESCRIPTION BOB SHERRY REV. BY GOVERNMENT REGULATION H.R. 6, known as the "Energy Independence and Security Act of 2007" (EISA) and adopted by the California Energy Commission (CEC), provides new requirements for Walk —in Cooler and Walk —in Freezer manufacturers effective January 1, 2009 for all new Walk —in Cooler and Walk —in Freezer applications. All wall panels, ceiling panels, floor panels, and doors manufactured by Hill PHOENIX comply with EISA and the CEC; however, some accessories commonly purchased with your Walk —in boxes may not comply with the new regulations. It is ultimately the manufacturers of these accessories that are responsible to comply with EISA and the CEC regulations which are available at: http : / /www. hydrogen. energy .gov /pdfs /eisa_public_law_110- 140_12- 19- 07.pdf for EISA Title III, section 312 http : / /www.energy.ca.gov/ appliances /2008rulemaking /2008— AAER -1B For CEC regulations (California) PROPRIETARY INFORMATION DRAWINGS MAY NOT DIRECTLY OR INDIRECTLY BE REPRODUCED (DIGITALLY OR OTHERWISE), COPIED TRANSMITTED, OR ANY PORTION OF SAID CONFIDENTIAL INFORMATION DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN PERMISSION OF HILL PHOENIX, NOR IS IT PERMITTED FOR ANY OTHER PERSON TO COPY, REVERSE ENGINEER, DISASSEMBLE, RENT, LEASE, LOAN, SELL, DISTRIBUTE, SUB LICENSE, OR OTHERWISE RECREATE PROPRIETARY INFORMATION INCLUDED IN THESE DRAWINGS. THESE MATERIALS ARE PROTECTED UNDER COPYRIGHT LAWS AND WILL NOT BE FORFEITED. HG // PHOEN /X WALK -INS MAIN OFFICE 505 PECAN ST., Ste. 200 TEL: 817 FORT WORTH, TX 76102 FAX: 817 WEST COAST 420 E. ARROW HWY. SAN DIMAS, CA 91773 EAST COAST 1003 SIGMAN ROAD, CONYERS, GA 30013 FACTORY TEL: 909 FAX: 909 FACTORY TEL: 770 FAX: 770 339 -2100 339 -2199 592 -8830 592 -8890 285 -3280 285 -3093 JOB SEAFOOD G I TY SEATTLE, WA GROCERY FREEZER (JV -AP) CUSTOMER SEAFOOD C I TY SEATTLE DRAWN BY SHERRY DATE SCALE 03/1c1/10 3/I6 "= I ' -0" DRAWING NO. IO- 00g6 -2 0 O ao O 0 C, co C, N, N cn 19' -916" [23716] 40'- 1016" [49 16] O.D. COOLER 21' -14" [2534] 15' -24 101" 2. 266A X 3" X 18" PLATE WITH (a) #8 X 5/8 TEK SCREWS EACH SIDE OF JOINT AT PLATE JOINTS 2 AIR SPACE 1.0100 N 10' -18" [1218] LATCH 56 I.S.R 486 ANO HINGE 1277S `CLOSER PLAN VIEW 4CK ELEVATION 2 - 3/4" PLYWOOD BAGK I NS (FAR SIDE) ii 7' A �I If 7' I ELEVATION J SUBMITTAL DRAWING DRAWING MUST BE SIGNED & RETURNED REVIEW ALL DIMENSIONS, SPECS, DETAILS, DOOR SIZES AND SWINGS P- APPROVED AS IS - MANUFACTURE AS DRAWN PI APPROVED AS NOTED - MANUFACTURE AS NOTED n NOT APPROVED - REVISE AND RESUBMIT DELIVERY DATE REQUIRED DATE SIGN PRINT NAME SIGNATURE AUTHORIZES MANUFACTURING FOUNDATION, FOOTINGS, ANCHOR BOLT EMBEDMENT, EDGE DISTANCES AND ALL REINFORCING ARE TO BE DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER BASED ON CONCRETE STRENGTH AND SPECIFIC SOIL CONDITIONS OF THE BUILDING SITE. FOUNDATION TO BE DESIGNED DESIGNATED ON PLAN ALL FOUNDATION DIMENSIONS VERIFIED FOR LOADS TO BE FIELD CONSTRUCTION FINISH : ACCESSORIES NOTE : SPECIFICATIONS HALLS 3 1/2" HOOD-FRAME (T$6), POLYURETHANE F -I -P CEILING : 3 1/2" WOOD -FRAME (T$6), POLYURETHANE F -I -P STUCCO 6ALV. STEEL INTERIOR STUCCO WHITE 6ALV. STEEL EXTERIOR WHERE INDICATED STUCCO 6ALV. STEEL BALANCE OF EXTERIOR 41' -32 ". [495] EA. - 60" X 84 HINGED, INFIT, 3 1/2" THICK COOLER DOOR (STUCCO 6ALV. STEEL I NT. EXT) * 36 "H. ALUMINUM DIAMOND KICKPLATES INT. $ EXT. * 166A.6ALV. STEEL JAMB (3 1/2 ") I EA. 60" X 84" FRANK MANUAL, SINGLE, HORIZONTAL SLIDING COOLER DOOR H/ 246A. STUCCO WHITE 6ALV. STEEL FINISH, 36 "H. ALUMINUM DIAMOND KICKPLATES INT.$ EXT., POLY STAY ROLLERS, CLOSURE HOOK, PULL HANDLES INTERIOR AND EXTERIOR, ZING PLATED LA6 BOLTS AND HASHERS GPR PRUREEN 6 EA. * VAO OOF 48" OSG I T FIX O- I810FE0 (LIGHT BULBS INCLUDED SHIP OSE EA. - 66" X a0" PLASTIC CURTAIN 2 EA. - LIGHT SWITCH WITH PILOT LIGHT 2 EA. - 2" THERMOMETER LOT - STRUCTURAL SUPPORT EA. - 66" X a0" PLASTIC CURTAIN WITH CHASE OVERHEAD DOOR BRACKET * LOT ALL THREAD RODS * LOT - GARRASE BOLT LAS DOWN CEILING T$6 ON HEADER JOINTS vuo* osi 17' 1-k [20t CURE L4YOUT ID 6/1/10 ADDED 266A PLATES BOB REV. DATE DESCRIPTION REV. BY GOVERNMENT REGULATION H.R. 6, known as the 'Energy Independence and Security Act of 2007" (EISA) and adopted by the California Energy Commission (CEC), provides new requirements for Walk —in Cooler and Walk —in Freezer manufacturers effective January 1, 2009 for all new Walk —in Cooler and Walk—in Freezer applications. All wall panels, ceiling panels, floor panels, and doors manufactured by Hill PHOENIX comply with EISA and the CEC; however, some accessories commonly purchased with your Walk —in boxes may not comply with the new regulations. It is ultimately the manufacturers of these accessories that are responsible to comply with EISA and the CEC regulations which are available at: htto: / /www.hydrogen.energv.gov /pdfs /eisa public law 110 -140 12- 19- 07.pdf for EISA Title III, section 312 http: / /www. energy. co .gov /appliances /2008rulemaking /2008— AAER -1B For CEC regulations (California) PROPRIETARY INFORMATION DRAWINGS MAY NOT DIRECTLY OR INDIRECTLY BE REPRODUCED (DIGITALLY OR OTHERWISE), COPIED TRANSMUTED, OR ANY PORTION OF SAID CONFIDENTIAL INFORMATION DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN PERMISSION OF HILL PHOENIX, NOR IS IT PERMITTED FOR ANY OTHER PERSON TO COPY, REVERSE ENGINEER, DISASSEMBLE, RENT, LEASE, LOAN, SELL, DISTRIBUTE, SUB LICENSE, OR OTHERWISE RECREATE PROPRIETARY INFORMATION INCLUDED IN THESE DRAWINGS. THESE MATERIALS ARE PROTECTED UNDER COPYRIGHT LAWS AND WILL NOT BE FORFEITED. 14 11 PH®E/4I WALK -INS MAIN OFFICE 505 PECAN ST., Ste. 200 TEL: (817) 339 -2100 FORT WORTH, TX 76102 FAX: (817) 339 -2199 WEST COAST FACTORY 420 E. ARROW HWY. TEL: (909) 592 -8830 SAN DIMAS, CA 91773 FAX: (909) 592 -8890 EAST COAST FACTORY 1003 SIGMAN ROAD, TEL: 770 285 -3280 CONYERS, GA 30013 FAX: (7703 285 -3093 JOB SEAFOOD GITY SEATTLE, HA MEAT COOLER (JV -AP) CUSTOMER SEAFOOD G111- SEATTLE DRAWN BY SHERRY DATE 03/18/10 SCALE 1/411_ 11_011 IO- 00616 -3 _ N r� 00 DOOR PANEL HEIGI 7' 1 0 o 4CK ELEVATION 2 - 3/4" PLYWOOD BAGK I NS (FAR SIDE) ii 7' A �I If 7' I ELEVATION J SUBMITTAL DRAWING DRAWING MUST BE SIGNED & RETURNED REVIEW ALL DIMENSIONS, SPECS, DETAILS, DOOR SIZES AND SWINGS P- APPROVED AS IS - MANUFACTURE AS DRAWN PI APPROVED AS NOTED - MANUFACTURE AS NOTED n NOT APPROVED - REVISE AND RESUBMIT DELIVERY DATE REQUIRED DATE SIGN PRINT NAME SIGNATURE AUTHORIZES MANUFACTURING FOUNDATION, FOOTINGS, ANCHOR BOLT EMBEDMENT, EDGE DISTANCES AND ALL REINFORCING ARE TO BE DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER BASED ON CONCRETE STRENGTH AND SPECIFIC SOIL CONDITIONS OF THE BUILDING SITE. FOUNDATION TO BE DESIGNED DESIGNATED ON PLAN ALL FOUNDATION DIMENSIONS VERIFIED FOR LOADS TO BE FIELD CONSTRUCTION FINISH : ACCESSORIES NOTE : SPECIFICATIONS HALLS 3 1/2" HOOD-FRAME (T$6), POLYURETHANE F -I -P CEILING : 3 1/2" WOOD -FRAME (T$6), POLYURETHANE F -I -P STUCCO 6ALV. STEEL INTERIOR STUCCO WHITE 6ALV. STEEL EXTERIOR WHERE INDICATED STUCCO 6ALV. STEEL BALANCE OF EXTERIOR 41' -32 ". [495] EA. - 60" X 84 HINGED, INFIT, 3 1/2" THICK COOLER DOOR (STUCCO 6ALV. STEEL I NT. EXT) * 36 "H. ALUMINUM DIAMOND KICKPLATES INT. $ EXT. * 166A.6ALV. STEEL JAMB (3 1/2 ") I EA. 60" X 84" FRANK MANUAL, SINGLE, HORIZONTAL SLIDING COOLER DOOR H/ 246A. STUCCO WHITE 6ALV. STEEL FINISH, 36 "H. ALUMINUM DIAMOND KICKPLATES INT.$ EXT., POLY STAY ROLLERS, CLOSURE HOOK, PULL HANDLES INTERIOR AND EXTERIOR, ZING PLATED LA6 BOLTS AND HASHERS GPR PRUREEN 6 EA. * VAO OOF 48" OSG I T FIX O- I810FE0 (LIGHT BULBS INCLUDED SHIP OSE EA. - 66" X a0" PLASTIC CURTAIN 2 EA. - LIGHT SWITCH WITH PILOT LIGHT 2 EA. - 2" THERMOMETER LOT - STRUCTURAL SUPPORT EA. - 66" X a0" PLASTIC CURTAIN WITH CHASE OVERHEAD DOOR BRACKET * LOT ALL THREAD RODS * LOT - GARRASE BOLT LAS DOWN CEILING T$6 ON HEADER JOINTS vuo* osi 17' 1-k [20t CURE L4YOUT ID 6/1/10 ADDED 266A PLATES BOB REV. DATE DESCRIPTION REV. BY GOVERNMENT REGULATION H.R. 6, known as the 'Energy Independence and Security Act of 2007" (EISA) and adopted by the California Energy Commission (CEC), provides new requirements for Walk —in Cooler and Walk —in Freezer manufacturers effective January 1, 2009 for all new Walk —in Cooler and Walk—in Freezer applications. All wall panels, ceiling panels, floor panels, and doors manufactured by Hill PHOENIX comply with EISA and the CEC; however, some accessories commonly purchased with your Walk —in boxes may not comply with the new regulations. It is ultimately the manufacturers of these accessories that are responsible to comply with EISA and the CEC regulations which are available at: htto: / /www.hydrogen.energv.gov /pdfs /eisa public law 110 -140 12- 19- 07.pdf for EISA Title III, section 312 http: / /www. energy. co .gov /appliances /2008rulemaking /2008— AAER -1B For CEC regulations (California) PROPRIETARY INFORMATION DRAWINGS MAY NOT DIRECTLY OR INDIRECTLY BE REPRODUCED (DIGITALLY OR OTHERWISE), COPIED TRANSMUTED, OR ANY PORTION OF SAID CONFIDENTIAL INFORMATION DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN PERMISSION OF HILL PHOENIX, NOR IS IT PERMITTED FOR ANY OTHER PERSON TO COPY, REVERSE ENGINEER, DISASSEMBLE, RENT, LEASE, LOAN, SELL, DISTRIBUTE, SUB LICENSE, OR OTHERWISE RECREATE PROPRIETARY INFORMATION INCLUDED IN THESE DRAWINGS. THESE MATERIALS ARE PROTECTED UNDER COPYRIGHT LAWS AND WILL NOT BE FORFEITED. 14 11 PH®E/4I WALK -INS MAIN OFFICE 505 PECAN ST., Ste. 200 TEL: (817) 339 -2100 FORT WORTH, TX 76102 FAX: (817) 339 -2199 WEST COAST FACTORY 420 E. ARROW HWY. TEL: (909) 592 -8830 SAN DIMAS, CA 91773 FAX: (909) 592 -8890 EAST COAST FACTORY 1003 SIGMAN ROAD, TEL: 770 285 -3280 CONYERS, GA 30013 FAX: (7703 285 -3093 JOB SEAFOOD GITY SEATTLE, HA MEAT COOLER (JV -AP) CUSTOMER SEAFOOD G111- SEATTLE DRAWN BY SHERRY DATE 03/18/10 SCALE 1/411_ 11_011 IO- 00616 -3 22' -0" [264] O.D. COOLER 10' w 8' -62" _JJ i501 gOCD W 8 X 13 W 8 X 13 4' -11" SIM. 1 8' .-I 4 - G 6)(8.2 GROSS BRAG WITH BOLTS @ 1/4" EAM ENDS S W/ (2) 3/8 "N PLAN VIEW 2 - 3/4" PLYWOOD BACKING (FAR SIDE) Alalk BACK ELEVATION 22' -4" 0 0 0 CUE LAYOUT 2 - 3/4" PLYWOOD BACKING (FAR SIDE) 3 W 8X13 7' 7' 1 CONSTRUCTION : FINISH : ACCESSORIES : 450, B�NGTR0 TION �lL 2 EA - W SXI3 STEEL BEAM) 4 EA. - 2 X 4 - 48" LONG HOOD (BY OTHERS). WITH 3/8" X 6" LAG BOLT @ 12" O.G. EA. SKID TO CEILING PANEL. 4 LEFT ELEVATION r110�051 NOTE : SPECIFICATIONS WALLS : 3 1/2" HOOD-FRAME (The), G), POLYURETHANE F- I -P CEILING : 5" HOOD-FRAME (T4 G) HITH ONE(I) LAYER OF 3/4" PLYWOOD ON TO, POLYURETHANE F -I -P 206A.GALV. STEEL INTERIOR CEILING STUCCO GALV. STEEL INTERIOR HALL STUCCO GALV. STEEL EXTERIOR 2 EA. - 60" X 84" FRANK MANUAL, SINGLE, HORIZONTAL SLIDING COOLER DOOR W/ 24GA. STUCCO WHITE GALV. STEEL FINISH, 36 "H. ALUMINUM DIAMOND K I GKPLATES I NT. 4 EXT., POLY STAY ROLLERS, CLOSURE HOOK, PULL HANDLES INTERIOR AND EXTERIOR, ZING PLATED LAS BOLTS AND HASHERS * 206A. GALV. STEEL JAMB (4) 4 EA. - ISIIOF VAPOR (LIIGHT B4ULBS FLUORESCENT LUDE) -SHIP LOOSE 2 EA. - 66" X q0" PLASTIC CURTAIN WITH CHASE OVERHEAD DOOR BRACKET * LOT - ALL THREAD RODS * LOT - CARRIAGE BOLT 2 EA. - LIGHT SWITCH HITH PILOT LIGHT 2 EA. - 2" THERMOMETER LOT - STRUCTURAL SUPPORT LAG DOWN CEILING US G ON HEADER JOINTS FOUNDATION, FOOTINGS, ANCHOR BOLT EMBEDMENT, EDGE DISTANCES AND ALL REINFORCING ARE TO BE DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER BASED ON CONCRETE STRENGTH AND SPECIFIC SOIL CONDITIONS OF THE BUILDING SITE. FOUNDATION TO BE DESIGNED FOR LOADS DESIGNATED ON PLAN ALL FOUNDATION DIMENSIONS TO BE FIELD VERIFIED SUBMITTAL DRAWING DRAWING MUST BE SIGNED Sc RETURNED REVIEW ALL DIMENSIONS, SPECS, DETAILS, DOOR SIZES AND SWINGS ❑ APPROVED AS IS - MANUFACTURE AS DRAWN ❑ APPROVED AS NOTED - MANUFACTURE AS NOTED ❑ NOT APPROVED - REVISE AND RESUBMIT DELIVERY DATE REQUIRED DATE SIGN PRINT NAME SIGNATURE AUTHORIZES MANUFACTURING A b /1110 TO CEILING NEGTION BACK WALL BOB REV. DATE DESCRIPTION REV. BY GOVERNMENT REGULATION H.R. 6, known as the "Energy Independence and Security Act of 200T' (EISA) and adopted by the California Energy Commission (CEC), provides new requirements for Walk —in Cooler and Walk —in Freezer manufacturers effective January 1, 2009 for all new Walk —in Cooler and Walk —in Freezer applications. All wall panels, ceiling panels, floor panels, and doors manufactured by Hill PHOENIX comply with EISA and the CEC; however, some accessories commonly purchased with your Walk —in boxes may not comply with the new regulations. It is ultimately the manufacturers of these accessories that are responsible to comply with EISA and the CEC regulations which are available at: http:// www ,hydrogen.energv.gov /pdfs /eisa public law 110 -140 12- 19- 07.odf for EISA Title III, section 312 htto:/ /www. energy. ca .gov /000liances /2008rulemaking /2008— AAER -10 For CEC regulations (California) PROPRIETARY INFORMATION DRAWINGS MAY NOT DIRECTLY OR INDIRECTLY BE REPRODUCED (DIGITALLY OR OTHERWISE), COPIED TRANSMITTED, OR ANY PORTION OF SAID CONFIDENTIAL INFORMATION DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN PERMISSION OF HILL PHOENIX, NOR IS IT PERMITTED FOR ANY OTHER PERSON TO COPY, REVERSE ENGINEER, DISASSEMBLE, RENT, LEASE, LOAN, SELL, DISTRIBUTE, SUB LICENSE, OR OTHERWISE RECREATE PROPRIETARY INFORMATION INCLUDED IN THESE DRAWINGS. THESE MATERIALS ARE PROTECTED UNDER COPYRIGHT LAWS AND WILL NOT BE FORFEITED. 1-1111 PHOE 4I SEAFOOD CITY WALK —INS SEATTLE, HA MAIN OFFICE 505 PECAN ST., Ste. 200 TEL: (817) 339 -2100 FORT WORTH, TX 76102 FAX: (817) 339 -2199 WEST COAST FACTORY 420 E. ARROW HWY. TEL: (909) 592 -8830 SAN DIMAS, CA 91773 FAX: (909) 592 -8890 EAST COAST FACTORY 1003 SIGMAN ROAD, TEL: (770) 285 -3280 CONYERS, GA 30013 FAX: (770) 285 -3093 DISH COOLER (JV -AP) CUSTOMER SEAFOOD CITY - SEATTLE SHERRY DRAWN BY DRAWN NO. DATE SCALE 03/18/10 I/4 " =1' -0" 10- 0016 -4 EXTERIOR NSF GASKET 2x WOOD (T &G) FOAM BUTYL CAULKING (3 /8 "BEAD,32 "FOR BELOW) 2x WOOD (T &G) METAL CAM LOCK PLUG BUTTON FASTENER NSF GASKET 048" O.C. MAX. INTERIOR PANEL TO PANEL (WOOD - FRAME, TCNGlE 4 GROOVE INTERIOR 3, 4 20 GA. 7/8' X 7/8' CONT. 114 X 2 1/2' TEK SCREWS 0 23' O.C. 6� AFF 1' X 5" CONT. 26GA. GALV. SIttL TOP CAP WITH 18 X 5/8" TEK SCREWS 0 23" O.C. - 12" O.C. AT SIM. TO TO ROOF PANEL AND WALL PANEL WITH (8) #8 X 5/8' TEK SCREWS AT SPUCE - (12) #8 X 5/8" TEK SCREWS AT SPLICE AT SIM. BUM /CAULKING (3/8 "BEAD) NSF GASKET 2x WOOD WALL PANEL 3/8" X 6' LAG BOLT AND WASHER 023' O.C. METAL CEILING PANEL 2' X 2" X 26 GA STUCCO GALV. INSIDE ANGLE WITH 18 X 5/8" TEK SCREW 0 24'0.C. TO ROOF PANEL AND WALL PANEL W2" ITH (8) #8 X15/8' TEK SCREWS AT SPLICE (12) #8 X 5/8 TEK SCREWS AT SIM. SIUCONE(1 /4"BEAD) NSF GASKET FOAM CEILING LAG DOWN TO UJALL (31/2" INK CEILING, COOLER) COOLER PANEL KEY WAY SIUCONE (1/4 "BEAD) 3' X 2 3/4' X 3' X 26GA CONT. ANGLE VOTE 8 X 5/8' TEK SCREWS AT 12 0.C. CAULKING (3 /8"BEAD) FINISH FLOOR 3/81'0 X 3' SIMPSON TEN HD ANCHOR BOLT (2 1/2' EMB.) AT 24" O.C. CONC. CURB WALL TO CURB (COOLER) EXTERIOR 20 GA. 7/8" X 7/8' CONT. 114 X 2 1/2' TEK SCREWS 0 23' O.C. 6" AFF COOLER PANEL KEY WAY 18 X 5/8' TEK SCREW AT 12' O.C. 8' X 26GA STUCCO GALV. STEEL CONT. PLATE SILICONE (1 /4'BEAD) CAULKING (3 /8"BEAD) FINISH FLOOR 3/8"0 X 3" SIMPSON TITEN HD ANCHOR BOLT (2 1/2" EMB.) AT 24" O.C. WALL TO CURB (COOLER) 3/8' X 6' IA6 5GRENS OW) BLACK cur FOR HEATER THRESHOLD PLATE HEAVY DUTY T1RE5HOI.A HEATER EXTERIOR INTERIOR DOOR SECTION r x 7 1/2' CONT. 26GA. GALV. STEEL TOP CAP WfTH #8 X 5/8' TEK SCREWS 023" O.C. - 12" O.C. AT SIM. TO ROOF PANEL AND WALL PANEL WITH (8) #8 X 5/8" TEK SCREWS AT SPLICE - (12) 18 X 5/8" TEK SCREWS AT SPLICE AT SIM. NSF GASKET BUM /CAULKING (3 /8'BEAD) WA7x FVE 3/8" X 8" LAG BOLT AND WASHER 023" O.C. METAL 3/4" PLYWOOD CEILING PANEL 1" X 6 1/2" CONT. 26GA. GALV. STEEL TOP CAP WITH #8 X 5/8' TEK SCREWS 023' O.C. TO ROOF PANEL AND WALL PANEL WITH (8) 18 X 5/8' TEK SCREWS AT SPLICE - (12) 18 X 5/8' TEK SCREWS AT SPLICE AT SIM. 2' X 2' X 26 GA. STUCCO GALV. INSIDE ANGLE WITH #8 X 5/8' TEK SCREW 0 241O.C. TO ROOF PANEL AND WALL WITH (8) 18 XX5 /8? TEK C SCREWS AT SPLICE (12) (8) X 5/8 TEK SCREWS AT SIM. SIUCONE(1 /4 "BEAD) NSF GASKET FOAM CEILING LAG DOWN TO WALL 1 1/2'X1 1/2" X 6' 16GA GALV. STEEL ANGLE 4-114X2 1/2" TEK SCREWS (ANGLE TO DOOR SECTION DOOR SUPPORT ANGLE hR1S? BE INSTALLED TO DOOR SECTION FLOOR PANEL //�/ / / / / / / / / /// BL.00K OUT FOR HEATER/ STUD OR MASONRY WALLS 2 COOLER (INT.) 20 GA. 7/8' X 7/8' CONT. 114 X 2 1/2' TEK SCREWS 0 23' O.C. COOLER PANEL KEY WAY SILICONE (1/4 "BEAD) 3' X 2 3/4' X 3" X 26GA CONT. ANGLE V#TH _#8 X 5/8' TEK SCREWS AT 12 0.C. CAULKING (3 /8"BEAD) 38 "0X 3 SIMPSON THEN HD ANCHOR BOLT (2 1/2' EMB.) AT 24" O.C. WALL TO CURB rt. (COOLER) EXTERIOR BUTYL /CAULKING (3/8" BEAD) NSF GASKET 2x WOOD WALL PANEL 3/8" X 8' LAG BOLT AND WASHER 023" O.C. 2x4 WOOD METAL CEIUNG PANEL 2" X 2' X 26 GA. STUCCO GALV. INSIDE ANGLE WITH 18 X 5/8' TEK SCREW 0 24 "O.C. TO ROOF PANEL AND H WALL 8) #8X5/8? 5/8' 0.C. SCREWS WIT AT SPLICE (12) (8) X 5/8 TEK SCREWS AT SIM. SIUCONE(1 /4'BEAD) NSF GASKET FOAM CEILING LAG DOWN TO WALL (5" TNK CEILING, FREEZER) INTERIOR DOOR SECTION #14 X 21/2 TEK SCAMS (ANGLE TO DOOR SECTION) 11/2' X 11/2' X 6' I66A.GALV. STEEL ANGLE .145' HILTI DRIVE PINS MIN. I I /4' EMB. - OR EQUIVALENT (ANGLE TO FLOOR) DOOR SUPPORT ANGLE MUST BE INSTALLED TO DOOR SECTION CONN TO BEAM BY OTHERS W 8 X 13 BEAM - #14 X 2" WOOD SCREW BM TO WOOD PL. 2X4 FLAT W/3/8" LAG SCREWS W A HERS TO PNL T P PL.©12" EQUALLY SPACED 2 - 2 X 4 WOO COLUMN REQ'D W /IN 12 OF STEEL KAM (ADD IF NO RAIL ® LOCATION) tit 10 0 sl P • • L__ EXTERIOR WALL PANEL 8D NAIL 0 12' O.C. KEY WAY BUM /CAULKING 3/8" BEADS MECH. APPLIED 2' X 2' X 16GA GALV. STEEL ANGLE #8 X 5/8" TEK ,$CREW AT 24 0.C. 3/8'0 X BOLT (2 1 /T2�ENEMB ) AT 24 O.C. EXISTING FLOOR INTERIOR 7'H. X 26GA. GALV. STEEL COVE BASE(NSF CERTIFIED) INTERIOR & EXTERIOR W /f8 X 5/8' TEK SCREW 7/8' X 7/8' X 20GA. CONT. ANGLE #14X3'TEK SCREWS 0 23' O.C. SI GONE 1/4 BEADS 3/4' PLYWOOD FLOOR PANEL UJ,4L_L TO FLOOR WOOD FRAME (FREEZER) — CHASE OVERHEAD DOOR BRACKET 3/8' CARRIAGE BOLT INT. 2 -3/4' PLYWOOD X 8' X 84' WITH STUCCO WHITE COVER EXT. 20t'sA GAO/. U -CAP (FACTORY MOUNTED) 0 WS OF 18' OX 2 1/2 5G1 2) STAPLES 0 6.0.C. BOTH SIDES 8'X4'LAG 11i�Y00O( 0 18.0.C. RFf23) ROWS /OF ye x PLYWOCO 1 1/4' 18GA. STAPLES 0 6.0.C. WOOD BEAM MI NS CBiIiG PMEL 11M0 2 3[8' x eat etc 2x4 W000 WOCO 8081 neS -111111111111= CAUUONO CUM G PMEL WOOD EOM (2X4'OR2X5) WAXING CBING PANEL /8'X4'LAG SCREWS 0 23' O.C. WOOD BEAM TO WALL WOOD BEAM TO CEILING MI NM J A ell /10 �AGIINTEK OR DE AILS 42, 3, 4 5,II,12 REV. DATE DESCRIPTION BOB REV. BY GOVERNMENT REGULATION H.R. 6, known as the 'Energy Independence and Security Act of 2007" (EISA) and adopted by the California Energy Commission (CEC), provides new requirements for Walk —in Cooler and Walk —in Freezer manufacturers effective January 1, 2009 for all new Walk —in Cooler and Walk —in Freezer applications. All wall panels, ceiling panels, floor panels, and doors manufactured by Hill PHOENIX comply with EISA and the CEC; however, some accessories commonly purchased with your Walk —in boxes may not comply with the new regulations. It is ultimately the manufacturers of these accessories that are responsible to comply with EISA and the CEC regulations which are available at: http:// www .hydrogen.energv.gov /odfs /eiso public law 110 -140 12- 19- 07.pdf for EISA Title III, section 312 htto;//www. energy. co. gov/ applionces /2008rulemaking /2006—MER -1B For CEC regulations (California) PROPRIETARY INFORMATION DRAWINGS MAY NOT DIRECTLY OR INDIRECTLY BE REPRODUCED (DIGITALLY OR OTHERWISE), COPIED TRANSMITTED, OR ANY PORTION OF SAID CONFIDENTIAL INFORMATION DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN PERMISSION OF HILL PHOENIX, NOR IS IT PERMITTED FOR ANY OTHER PERSON TO COPY, REVERSE ENGINEER, DISASSEMBLE, RENT, LEASE, LOAN, SELL, DISTRIBUTE, SUB LICENSE, OR OTHERWISE RECREATE PROPRIETARY INFORMATION INCLUDED IN THESE DRAWINGS. THESE MATERIALS ARE PROTECTED UNDER COPYRIGHT LAWS AND WILL NOT BE FORFEITED. PHOEN /X SEAFOOD CITY WALK -INS SEATTLE, WA MAIN OFFICE 505 PECAN ST., Ste. 200 TEL: (817) 339 -2100 FORT WORTH, TX 76102 FAX: (817) 339 -2199 WEST COAST FACTORY 420 E. ARROW HWY. TEL: (909) 592 -8830 SAN DIMAS, CA 91773 FAX: (909) 592 -8890 EAST COAST FACTORY DETAIL (JV -AP) CUSTOMER SEAFOOD G I TY - SEATTLE L DRAWN BY SHERRY DRAWING NO. 03 /I S /10 IO -OO 1 S -D N.T.S. 1003 SIGMAN ROAD, TEL: (770) 285 -3280 DATE CONYERS, GA 30013 FAX: (770) 285 -3093 I SCALE