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Home My WebLink AboutPermit M13-086 - SAHALE SNACKS - ALTERATIONSAHALE SNACKS 3411 S 120 PL M13-086 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.TukwilaWA.gov MECHANICAL PERMIT Parcel No.: 1023049069 Address: 3411 S 120 PL TUKW Project Name: SAHALE SNACKS Permit Number: M13-086 Issue Date: 05/29/2013 Permit Expires On: 11/25/2013 Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD 4THFL , SEATTLE WA 98168 Contact Person: Name: BRYAN GALVIN Address: 4102 B PL NW , AUBURN WA 98001 Email: bryang@universalrefrig.com Contractor: Name: UNIVERSAL REFRIGERATION INC Address: PO BOX 614 , AUBURN WA 98071-0614 Contractor License No: UNIVERI159RF Phone: 253-939-5501 Phone: 253 939-5501 Expiration Date: 04/01/2014 DESCRIPTION OF WORK: INSTALL (3) REFRIGERATION SYSTEMS, (2) DEHUMIDIFICATION SYSTEMS, (2) EXHAUST FANS, REVISE (2) MAKEUP AIR SYSTEMS, (1) EXHAUST SYSTEM AND INSTALL GAS PIPING FOR (2) WATER HEATERS. Value of Mechanical: 128,157.00 Type of Fire Protection: UNKNOWN Electrical Service Provided by: Permit Center Authorized Signature: Fees Collected: $1,606.81 International Mechanical Code Edition: 2009 Date: 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 theprformance of work. I a f uthor. y- d to sign and obtain this mechanical permit and agree to the conditions on the back of this pe Signature: , Date: 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 M13-086 Printed: 05-29-2013 PERMIT CONDITIONS Permit No. M13-086 1: ***BUILDING DEPARTMENT CONDPI'IONS*** 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: Readily accessible access to roof mounted equipment is required. 6: 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. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 11: 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. 12: ***FIRE DEPARTMENT CONDMONS*** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: Refrigeration systems shall comply with International Fire Code Section 606, International Mechanical Code Chapter 11 and NFPA 720. 15: H.V.A.C. units rated at greater than 2,000 cfm require auto -shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2328) 16: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air -moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 17: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2328) 18: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2328) 19: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2328) 20: 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 #2328) doc: IMC -4/10 M13-086 Printed: 05-29-2013 21: All new fire alarm systems or411mi ifications to existing systems shall have th ten approval of The Tukwila Fire Prevention Bureau. No work shallence until a fire department permit has be obtained. (City Ordinance #2328) (IFC 104.2) 22: 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) 23: 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) 24: 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 Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 25: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 26: Maintain fire extinguisher coverage throughout. 27: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 28: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 29: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. doc: IMC -4/10 M13-086 Printed: 05-29-2013 • CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. Project No. Date Application Accepted: t"-606 Date Application Expires: l l ', — 13 (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 Site Address: " ///S• (ZOf 4 'P/ Tenant Name: .altit1/,e- -5‘44c-4. King Co Assessor's Tax No.: 707-3 D'i9 6'69 Suite Number: Floor: / PROPERTY OWNER Name: Shane Hean Chuck Address: 4102 B P1 NW Name: --.4/......_ C Phone: (253) 939-5501 Fax: (253) 735-3432 City: Aubum State: WA Address: 72_ ZC� / r k s 477 ,'�b / City: 1-(p____ State: 1,,4_Zip:,72/a CONTACT PERSON — person receiving all project communication Name: Shane Hean Chuck Address: 4102 B P1 NW Address: 4102 B P1 NW a iV L. Phone: (253) 939-5501 Fax: (253) 735-3432 City: Aubum State: WA Zip: 98001 Phone: (253) 939-5501 Fax: (253) 735-3432 Email: `y/A1 @universalrefrig.com New Tenant: ❑ Yes ENo MECHANICAL CONTRACTOR INFORMATION Company Name: Universal Refrigeration Address: 4102 B P1 NW City: Auburn State: WA Zip: 98001 Phone: (253) 939-5501 Fax: (253) 735-3432 Contr Reg No.: UN]VERI 159RF Exp Date: 04/01/2014 Tukwila Business License No.: gu 5 _ d q9 '31 2 4i ori Valuation of project (contractor's bid price): $ /?(.43 Describe the scope of work in detail: /moi* `1 ) re -F9 T s S' ,( (Z) cle4t uw/A' fia X011- 57 7 91 ` Z) / exp r /`,, ( ice O2 -'.a_ke_ clo ..gf;-- st 9 S ((J ,c s f s /c. G -i -C -di -t S c7CZK 77'25' // I'-' (Z) rva r--Gea 5 Use: Residential: New ❑ Replacement ❑ Commercial: New U Replacement ❑ Fuel Type: Electric Gas [ 1' / Other: 71/a�ev `i 2.d e -r-5 611- H: \Applications \Forms-Applications 11- H:\Applications\Forms-Applications On Line \2011 Applications\Mcchanical Permit Application Revised 8.9-11.docx Revised: August 2011 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater 21 / Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm Unit Type Qty Air handling unit >10,000 cfrn Evaporator cooler Ventilation fan connected to single duct 21 / Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment Sig 5 Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu s 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER -IRA I T I ' ED A NT:. Signatuye , . - Print Nam= Mailing Address: 4102 B P1 NW Date: ZO Day Telephone: (253) 9 9-5501 Auburn WA 98001 City H:Wpplications\Forms-Applications On Line \2011 Applications'Mechanical Permit Application Revised 8-9-1 l.docx Revised: August 2011 bh State Zip Page 2 of 2 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 1023049069 Address: 3411 S 120 PL TUKW Suite No: Applicant: SAHALE SNACKS RECEIPT Permit Number: M13-086 Status: PENDING Applied Date: 05/07/2013 Issue Date: Receipt No.: R13-01543 Payment Amount: $1,606.81 Initials: WER Payment Date: 05/07/2013 03:13 PM User ID: 1655 Balance: $0.00 Payee: UNIVERSAL REFRIGERATION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 46721 1,606.81 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 PLAN CHECK - NONRES 000.345.830 Total: $1,606.81 1,285.45 321.36 a oe e..ti_na Printed• 05-07-2013 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Elvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 y2 . r13-o8ta Project: 5A Nl. , SNf1CK� Type of Inspection: r- t NJA L - Address: 314(I s i ZO til. - Date Called: Special Instructions: Date Wanted: -.1- 13 Ci:mi; p.m. Requester: Phone No: mss'- ( —so6s— Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: /39 L e /2c.2p6Y"/ f v -/4 c/ .-pir - ( 0/6 / ; J4/ spe 1 Dat 2 E SPECTION FEE REQ ' IRED. Prior to next inspection. fee must be p. id at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. �S INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 g, (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project , (( S'1/tcV.) Type9f-Inspection: ` �f N -AA, A.6 Add ess__4 ( / .� __1 „( Date led: Special Instructions: t Date Wanted:- .• Z.f '.m. 0 + 'a:Ln.1,---1.'! p Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: o Inspec or: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. , PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 1g. (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: • S a HOLE_ Sri 'K Type of Inspection: DvtioKE s l-Itr, DaokjN Address: 31-111 1;LCD .PL Date Called: FJJflL., 3) �Lic-r _l�vsvv16• !;z»u — ,vo 7 0e9-71( pr6-5(6 Special Instructions: (0 et yt' Date Wanted: C' 7- 1 -g a:m.` p.m. Requester: Phone No: aor.=.-9 3 q - cam. 6, EjApproved per applicable codes. Corrections required prior to approval. 2 COMMENTS: (1��) VAPTS Ok) 1260'C--sik)F 7-o 8cc Ate 1-/8 A (a) 5"410ge S r/tt7 1•611,0,0 - ij ,7 ()elm P i 3) �Lic-r _l�vsvv16• !;z»u — ,vo 7 0e9-71( pr6-5(6 4% iR/ Srhv'f/zi/P ' A/s4t 11oJS / Inspe � L or: ll Date: 6 _ 7- / REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 N3s Project: CNALi- c=, IJ�e S Type of Inspection: 610 K.,_ Stit i d. Address: t-1\\ S 12.0 ?c., c, Date Called: Special Instructions: Date Wanted:. (4, 7- I3 _ q; p. p.m. Requester: Phone No: - ©.Approved per applicable codes. EJCorrections required prior to approval. COMMENTS: In 7stt r: n) E,JNjjSPECTION FEE R QUIRED. Prior to aid at 6300 Southcenter Blvd., Suite 100 Date: . rfext inspection. fee must 'be Callao schedule reinspection. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 g (206) 431-3670 Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit PERMIT NO. Project: ScNALE Skiff'KS Type of Inspection: 8811c ri -I" J Address: '3 --Ill S 126 PC_ Date Called: ( DzaeT - nc.1gvsays --= c� !c T al. -A/5 t 44-44:9 Special Instructions: Date Wanted:. a.m. Requester: 2,P �,,;Szthi-/,Ol Ph g a No: (:1 ElApproved per applicable codes. El Corrections required prior to approval. COMMENTS: ( DzaeT - nc.1gvsays --= c� !c T al. -A/5 t 44-44:9 (3). 2,P �,,;Szthi-/,Ol _ -1� A.1-... 44),A Srplo x8- ..s- ,vo.✓)0 16sp cor: cc- "Ce -c. EINSPECTION FE REQUIRED.,¢rior to next inspection, .fee -must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule .reinspection. Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 \1 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 MI3-dsce) ProjEct'4-- SARc,_.s TypZC f s ect(i f *(; 0 ti Addres (`i'-'7 3-41/ , i PL_ Date Called: Special Instructions: Date Wanted:).o C 3 r i !c_a m p.m. Requester: Phone No: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: t ;,;Jesl \1\ - l -efi✓ ;ei , z�77 Lac Inspec •� v'^9-7 1 1:C`\ ►l�_,t`r'_ Dat SPECTION FEE REQUII ED. Prior to ext inspection. fee must be at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 .0206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: A f ALF S a t tfie k S Type of Inspection: R..,006.14-- ---- k/ M e -C - Address: , "moi '1( , 7, 6 PL Date Called: Special Instructions: Date Wanted:. *5 -7 (— (3 ia'm`. `-p-tf% Requester: PhoneNof- ^ 3'' ? % 0 2 �/,,� Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: 4 0DUc% :01 ,,N:Z / S (,1,u,./4 /5,,, 72/(1'/ Rd)(, dj - — 46✓d‘,/,-/ } Inspect R INSPECTION FEE RE4IRED. Pcfor to .laid at 6300 Southcenter Blvd., Suite 100. • Date] next inspection, fee must be Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /1- m 3 -M 13- o2 DO— 9-1'15 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: .c/4414 (,e 5,ki 4c -Kc Sprinklers: £ 3 Type of Inspection: n4✓-Cr►N;4-C. o ra C `-jai' G 1\ r ill__ P- 1 -S Address: ' Suite #: 3� SC// P1 BUD. Contact Person: Special Instructions: 7 Phone No.:', Approved per applicable codes. Corrections required prior to approval. COMMENTS: -----'' Sprinklers: Fire Alarm: F4- -(71) I D ,// S o ra C `-jai' G 1\ r ill__ P- 1 -S pc_ Pa /five c:51,o p Miti s Permits: Occupancy Type: 0 it c�- pc_. 1, 0-- a - .„ .-. 7 , Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: --„)__ Date: 6/)/j2 Hrs.: 57/1„, ,`, _ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Nam& Address: City: State: Zip: Word/Inspection Record._Form.Doc 6/11/10 T.F.D. Form F.P. 113 Amak r)1 /3- a 9fr Ainimiimir ASSOCIATED AIR BALAYVCE COUNCIL Date: .113 Page: 1 of 3 Project Name: Sole -Lti) j1/�GL,c k System: �F- t / 1 F- Z, E'F•- .5►, EF -'1 TERMINAL NUMBER 2 3 5 ROOM NUMBER seiTvA TERMINAL TYPE 1 SIZE AIR DISTRIBUTION DATA FACTOR �• E. C-• C G. E. 6. E. A. E.G. t= . G • 24x244 VN x2'1 2.14X214 Z' Z4 1“Xl14 DESIGN TEST (FPM OR CFM) FPM I CFM TEST 1 I TEST 2 I TEST 3 95-0 ICA -0 9oo ci Seoo O 3060 3660 tZt6 'loo 3 L Oc.) � C575- 2RO° 32co 320o `1000 3 100 365-0 2950 L300 FINAL FPM I CFM 990 qSn 3650 2`176- 3650 '77S3650 2%t 'Z,ZS Remarks: ASSOCIATED AIR BALANCE COUNCIL Project Name: .Lut.le t5 vla. c (C 5 System: MU —154-c,t44 S TERMINAL NUMBER 2 4 -7 1 10 11 12. I(4 ROOM NUMBER 5ee Pla tit 15 1 TERMINAL TYPE C. O. c. o. c.. O. c. D. c, n. c. 0. c. 0. c. 0. c. O. C. D. C.. 1) c. �.p SIZE tBktSa, 1 B klf6 I8kte taxi$ c ate OW4 ►43x14., iGxted Itpxto (1,0c le 1(9x1(9 4 P•Ix l y Date: (Q / /Z f /3 Page: z of 3 AIR DISTRIBUTION DATA FACTOR DESIGN FPM I CFM TEST (FPM OR CFM) TEST 1 1 TEST 2 I TEST 3 I5bt /L/00 iSozo 16.25- i 5 6.25' i5 O ,114/0 1 sc.a (75t 15-0o ./2./b c._ /35-0 ►s& eta 1560 /72o tSoO /Z- 70 lae0 _615- •90 fIS&O 575- (0.4).0 7s(0.4).0 5 Logo (p9D (goo 14 57) 1306 1(/0 4,3� 135-.0 53'0 772.0 5-o -70 0 b5� I.sr� r 1/ 47) /5'56 11125- t'O FINAL FPM I CFM Remarks: Adak —`. ASSOCIATED AIR BALANCE COUNCIL . Project Name: — 11.Cctto_ ma c -k-5 System: ISH ` ( r .0 TERMINAL NUMBER 2 05A ROOM NUMBER TERMINAL TYPE 1 SIZE G.(Q. Maitool It 2ox2o 2.01c7-0 spur— Date: coflZ(1.3 Page: of 3 AIR DISTRIBUTION DATA FACTOR 111.1111 DESIGN TEST (FPM OR CFM) FPM I CFM 2.250 225) 3E90 300 TEST 1 I TEST 2 I TEST 3 2445T) ,Z-170 SSU k15- 2110 2Io(.3 o 5'C� 2Z©o 232v 3010 FINAL FPM I CFM 2ZZ5" 2ZPc 320 Remarks: FRANKLIN ENGINEERING MECHANICAL CONSULTING 625 4th Avenue Suite 202 Kirkland, WA 98033 MEMO TO: City of Tukwila Building Department FROM: Frank Erwin DATE: May 17, 2013 PH 425 827-3324 FAX 425 827-6252 frank@franklineng.com REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 4 2013 City of Tukwila BUILDING DIVISION RE: Shale Snacks - Phase III: Manufacturing Improvements 3411 South 120t Place, Suite 100; Tukwila, WA We have review the mechanical permit drawings dated 4/25/13 by Universal Refrigeration; Auburn, WA. The systems provide cooling and drying of nuts using split system refrigeration units, dedicated desiccant dehumidifier units, and outside air ventilation cooling systems. All the systems have followed good industry standards of design and construction. The client has provided most of the sizing and performance information on this project. To the best of our knowledge, we approved of these mechanical system designs for this application. CORritefiON LTR# RECEIVED CITY OF TUKWILA MAY 2 2 2013 PERMIT C ENWSTRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. SABEY INTERGATE EAST Building 1 — Sahale Snacks STRUCTURAL CALCULATIONS FOR MECHANICAL UNI 2009 International Building Code May 3, 2013 ENW Project No. 0143013-3 M I 3- 0 8 (a • REVIEWED FOR CODpPPRCE ROVED MAY 242013• City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 072013 PERMIT CENTER • 9725 Third Avenue NE . Seattle, WA 98115 o 206.525.7560 . fax 206.522.6698 www.engineersnw.com 58'-0" 58'-0" 58'-0" WAR HOUSE 124 WAREHOUSE 123 13 <14 e VL 0` vv. )QOfv: 4.1'7 ps iii 111111111 �y..... _ „_.1, �• ,� °1� gi. '— a 19 4 '- 19 4f' Mill20 0" 19 S" '- '- III 0 �i ,� ©✓ 11 ,� u" , !: - poi• D ti- t ;'-8� '-d' =1�Ii1C: e . . _ L M PACKAGING r� PACKAGING PACKAGING � f WASHROOM n • 199 19n (a° 117 113 1 91 ENW ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 9725 THIRD AVE NE, SUITE 207, SEMTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT So Ila 1-e_ SpA6r--.1 DATE S -2- 1 3 SUBJECT tRtitf: OA E NI Y5e F SHEET OF By P)( ... ... ... ^ • • •••••••• ..... _ ......... . ....... .. ...... ... ... ... D ... • .. • ...... ......... ......... c Title : Dsgnr: Description : Scope : Job # Date: 2:50PM, 3 MAY 13 C3 Rev: 580004 User. KW -0606898, Ver 5.8.0, 1 -Dec -2003 (c)1983-2003 ENERCALC Engineering Software Description Sahale Snacks - M1 General Timber Beam Page 1 sahalesnacks.ecw:Calculations General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 4x8 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 3.500 in 7.250 in Sawn 1.150 Pin -Pin Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No.2 Fb Base Allow 900.0 psi Fv Allow 180.0 psi Fc Allow 625.0 psi E 1,600.0 ksi 8.00 ft 1.00 ft 1.00 ft Lu Lu Lu 0.00 ft 0.00 ft 0.00 ft Full Length Uniform Loads ma. Center Left Cantilever Right Cantilever DL DL DL 70.00 #/ft 70.00 #/ft 70.00 #/ft LL LL LL #/ft #Ift #/ft Tra ezoidal Loads itwommegmetri #1 DL @ Left 85.00 #/ft LL @ Left #/ft Start Loc 1.500 ft DL @ Right 85.00 #/ft LL @ Right #/ft End Loc 8.000 ft Summary Beam Design OK Span= 8.00ft, Left Cant= 1.00ft, Right Cant= 1.00ft, Beam Width = 3.500in x Depth = 7.25in, Ends are Pin -Pin 0.337: 1 1.2 k -ft 3.4 k -ft at 4.080 ft at 8.000 ft Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 453.06 psi Fb 1,345.50 psi 1.16 k -ft -0.04 k -ft -0.03 k -ft -0.04 k -ft 3.44 fv Fv 30.45 psi 207.00 psi Maximum Shear * 1.5 Allowable Shear: Reactions... Left DL Right DL Camber: 0.57 k 0.68 k @ Left @ Right @ Left @ Center @ Right Max Max 0.8 k 5.3 k 0.50 k 0.61 k 0.041 in 0.111 in 0.042 in 0.57 k 0.68 k Deflections Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 " D. @ Center @ Left @ Right Dead Load -0.074 in 4.040 ft 1,297.8 L.Defl)... 0.111 in 0.041 in 0.042 in Total Load -0.074 in Deflection 4.040 ft ...Length/Defl 1,297.76 Right Cantilever... Deflection ...Length/Deft Left Cantilever... Dead Load Total Load 0.028 in 0.028 in 867.8 867.8 0.028 in 0.028 in 853.0 853.0 Stress Calcs Bending Analysis Ck 31.887 Cf 1.300 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 Max Moment 1.16 k -ft 0.03 k -ft 0.04 k -ft @ Left Support 0.69 k 3.351 in2 207.00 psi 0.57 k 0.68 k Sxx 30.661 in3 CI 0.000 Sxx Req'd 10.32 in3 0.31 in3 0.31 in3 @ Right Support 0.77 k 3.732 in2 207.00 psi Bearing Length Req'd Bearing Length Req'd Area 25.375 in2 Allowable fb 1,345.50 psi 1,345.50 psi 1,345.50 psi 0.263 in 0.310 in c Title : Dsgnr: Description : Scope : Job # Date: 2:50PM, 3 MAY 13 C`I Rev: 580004 User. KW -0606898, Ver 5.8.0. 1 -Dec -2003 (c)1983-2003 ENERCALC Engineering Software General Timber Beam Page 2 sahalesnacks. ecw: Calculations Description Sahale Snacks - M1 Query Values M, V, & D a@ Specified Locations @ Center Span Location = © Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment -0.03 k -ft -0.03 k -ft -0.03 k -ft Shear 0.50 k 0.50 k 0.50 k Deflection 0.0000 in 0.0000 in 0.0000 in c ENW ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS PROJECT # SUBJECT 9725 THIRD AVE NE, SurrE. 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT RS IV fk'csS DATE 5 -2 -13 go\)14- fz-LIN SHEET c•-5- OF BY 1) . .t rimyr rr .... •••• 23, . . . ... • .. • ..... ' •.• ....... . ......... ........ ............... • • .. .. • • 1 ^ .. ENW ENGINEERS NORTHWEST, INC., P.S. ~ STRUCTURAL ENGINEERS PROJECT # PROJECT 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 Set" 1C SAct DATE - 3--13 SUBJECT "' fr( " SHEET C" OF . • • 1 3 Title : Dsgnr: Description : Scope : Job # Date: 2:50PM, 3 MAY 13 G7 Rev: 580004 User: KW -0806898, Ver 5.8.0, 1 -Dec -2003 (c)1983-2003 ENERCALC Engineering Software General Timber Beam Page 1 sahal esnacks, ecw: Calculations Description Sahale Snacks - M2 General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 4x8 3.500 in 7.250 in Sawn 1.150 Pin -Pin Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No.2 Fb Base Allow 900.0 psi Fv Allow 180.0 psi Fc Allow 625.0 psi E 1,600.0 ksi 8.00 ft Lu ft Lu ft Lu 0.00 ft 0.00 ft 0.00 ft Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary DL DL DL 164.00 #/ft #/ft #/ft LL LL LL #/ft #/ft #/ft Span= 8.00ft, Beam Width Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 513.48 psi Fb 1,345.50 psi = 3.500in x Depth = 7.25in, Ends are Pin -Pin 0.382 : 1 1.3 k -ft 3.4 k -ft 1.31 k -ft at 0.00 k -ft at 0.00 k -ft 0.00 k -ft 3.44 fv Fv 33.19 psi 207.00 psi Beam Design OK Maximum Shear * 1.5 0.8 k Allowable 5.3 k 4.000 ft Shear: @ Left 0.66k 0.000 ft @ Right 0.66 k Camber: @ Left 0.000 in @ Center 0.127 in Reactions... @ Right 0.000 in Left DL 0.66 k Max 0.66 k Right DL 0.66 k Max 0.66 k Deflections Center Span... Deflection ...Location Dead Load Total Load -0.085 in -0.085 in 4.000 ft 1,129.58 4.000 ft ...Length/Defl 1,129.6 Camber ( using 1.6 * D.L. Defl) ... @ Center 0.127 in @ Left 0.000 in @ Right 0.000 in Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Stress Calcs Bending Analysis Ck 31.887 Cf 1.300 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 Max Moment 1.31 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 0.84 k 4.069 in2 207.00 psi 0.66 k 0.66 k Sxx 30.661 in3 CI 0.000 Sxx Req'd 11.70 in3 0.00 in3 0.00 in3 @ Right Support 0.84 k 4.069 in2 207.00 psi Bearing Length Req'd Bearing Length Req'd Area 25.375 in2 Allowable fb 1,345.50 psi 1,345.50 psi 1,345.50 psi 0.300 in 0.300 in Title : Dsgnr: Description : Scope : Job # Date: 2:50PM, 3 MAY 13 Rev: 580004 User: KW -0606898, Ver 5.8.0, 1 -Dec -2003 (c)1983-2003 ENERCALC Engineering Software General Timber Beam Page 2 sahalesnacks.ecw:Calculations Description Sahale Snacks - M2 Query Values M, V, & D Qa Specified Locations Center Span Location = Right Cant. Location = © Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear Deflection 0.66 k 0.0000 in 0.00 k 0.0000 in 0.00 k 0.0000 in .... • r ; EN WENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS PROJECT # SUBJECT 0,4-1 si" PROJECT 9725 THIRD AVE NE, SUITE 207, S S sA) A cKC EArn..E, WA 98115 (206) 525-7560 FAX (206) 522-6698 21.5 25 t 2_ • • ... • • DATE c9 SHEET OF BY P/C 0 1 23. . _ .. ^ ... Title : Dsgnr: Description : Scope : Job # Date: 2:51 PM, 3 MAY 13 G� b Rev: 580005 User. KW -0606898, Ver 5.8.0, 1 -Dec -2003 (c)1983-2003 ENERCALC Engineering Software Description sahale snack EP3steel Steel Beam Design Page 1 sahalesnacks. ecw: Ca Iculations General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy 36.00 ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0ksi Steel Section : C10X20 Center Span Left Cant. Right Cant Lu : Unbraced Length 23.50 ft 0.00 ft 0.00 ft 0.00 ft Pinned -Pinned Bm Wt. Added to Loads LL & ST Act Together Distributed Loads Note! Short Term Loads Are WIND Loads. DL LL ST Start Location End Location #1 #2 #3 0.296 #4 #5 #6 #7 k/ft k/ft k/ft ft ft Point Loads Dead Load Live Load Short Term Location #1 #2 #3 0.700 0.650 4.000 Summary 19.500 #4 #5 Note! Short Term Loads Are WIND Loads. #6 #7 ft Using: C10X20 section, Span = End Fixity = Pinned -Pinned, Lu Moment fb : Bending Stress fb 1 Fb Shear fv : Shear Stress fv/For 23.50ft, Fy = 36.0ksi = 0.00ft, LDF = 1.000 Actual Allowable 24.510 k -ft 31.284 k -ft 18.615 ksi 23.760 ksi 0.783 : 1 4.404 k 1.162 ksi 0.081 : 1 54.576 k 14.400 ksi Beam OK Static Load Case Govems Stress Max. Deflection Length/DL Defl Length/(DL+LL Defl) -1.083 in 260.4 : 1 260.4 : 1 l Force 8 Stress Summary Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ DL Maximum Only 24.51 k -ft 24.51 4.40 k 4.37 k -1.083 in 0.000 in 0.000 in 0.000 ft 4.40 4.37 -1.083 0.000 0.000 0.000 Reaction @ Left 4.40 4.40 Reaction @ Rt 4.37 4.37 Fa calc'd per Eq. E2-1, K*Ur < Cc I Beam Passes Table B5.1, Fb per Eq. F1-1, Fb = 0.66 Fy «-- These columns are Dead + Live Load placed as noted -» LL LL+ST LL LL+ST CaD_ Center A Center AA Cants @ Cants 0.000 0.000 0.000 0.000 -1.083 0.000 0.000 0.000 4.40 4.37 0.000 0.000 0.000 0.000 k -ft k -ft k -ft k -ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k 1 Title : Dsgnr: Description : Scope : Job # Date: 2:51 PM, 3 MAY 13 CI) Rev: 580005 User. KW -0606898, Ver 5.8.0, 1 -Dec -2003 (c)1983-2003 ENERCALC Engineering Software Steel Beam Design Page 2 sahalesnacks.ecw:Calculations Description sahale snack EP3steel l Section Properties C10X20 Depth Web Thick Width Flange Thick Area Xcg Dist. Values for LRFD Design.... J Cw 10.000 in 0.379 in 2.740 in 0.436 in 5.87 in2 0.606 in Weight Ixx lyy Sxx Syy R-xx R-yy 0.368 in4 Zx 56.90 in6 Zy K 19.94 #fft 78.900 in4 2.800 in4 15.800 in3 1.310 in3 3.660 in 0.690 in 19.400 in3 2.700 in3 1.000 in ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 9725 THIRD Ave NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT S) hh_r DATE 5 -3- 13 SUBJECT . G1 a SHEET OF BY or. ..... ... . • . ..... .. . - .... - . • t .. • '1 4 ,1 1 _ . • 810 t 1 . _ . .5 • ; .. T • - • ' t .. • Title : Dsgnr: Description : Scope : Job # Date: 2:51 PM, 3 MAY 13 Rev: 580004 User. KW -0606898, Ver 5.8.0, 1 -Dec -2003 (c)1983-2003 ENERCALC Engineering Software Description Sahale Snack RB2 General Timber Beam Page 1 sahalesnacks. ecw: Calculations General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 6.75x31.5 Beam Width 6.750 in Beam Depth Member Type Load Dur. Factor Beam End Fixity 31.500 in GluLam 1.150 Pin -Pin Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base Allow Fv Allow Fc Allow E 58.00 ft 8.50ft 8.50ft 2,400.0 psi 240.0 psi 650.0 psi 1,800.0 ksi Full Length Uniform Loads LL LL LL Center DL 847.00 #/ft Left Cantilever DL 847.00 #/ft Right Cantilever DL 847.00 #/ft Lu Lu Lu 0.00 ft 0.00 ft 0.00 ft #/ft #/ft #/ft Point Loads Dead Load Live Load ...distance 17,400.0 lbs lbs -8.500 ft Summary 17,400.0 lbs lbs 66.500 ft lbs lbs 0.000 ft lbs lbs 0.000 ft lbs lbs 0.000 ft lbs lbs 0.000 ft lbs lbs 0.000 ft Beam Design OK Span= 58.00ft, Left Cant= 8.50ft, Right Cant= 8.50ft, Beam Width = 6.750in x Depth = 31.5in, Ends are Pin -Pin Max Stress Ratio 0.871 : 1 Maximum Moment -178.5 k -ft Maximum Shear * 1.5 33.8 k Allowable 204.9 k -ft Allowable 58.7 k Max. Positive Moment 177.66 k -ft at 29.150 ft Shear: @ Left 24.56 k Max. Negative Moment -178.50 k -ft at 0.000 ft @ Right 24.56 k Max @ Left Support -178.50 k -ft Camber: @ Left 0.793 in Max @ Right Support -178.50 k -ft @ Center 4.074 in Max. M allow 204.88Reactions... @ Right 0.830 in fb 1,918.85 psi fv 159.03 psi Left DL 49.16 k Max 49.16 k Fb 2,202.49 psi Fv 276.00 psi Right DL 49.16 k Max 49.16 k Deflections E _,..t, C,==W^ +elea - .. %.valM- aas•'s.d%m. -;U,roY ,pss w%y.a.. cr . 4 2§B,vo f » t' Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -2.716 in -2.716 in Deflection 0.528 in 0.528 in ...Location 28.850 ft 28.850 ft ...Length/Deft 386.0 386.0 ...Length/Defl 256.3 256.26 Right Cantilever... Camber ( using 1.5 * D.L. Defl ) ... Deflection 0.553 in 0.553 in @ Center 4.074 in ...Length/Defl 368.7 368.7 @ Left 0.793 in @ Right 0.830 in M Title : Dsgnr: Description : Scope : Job # Date: 2:51 PM, 3 MAY 13 Rev: 580004 User. KW -0606898, Ver 5.8,0, 1 -Dec -2003 _ (c)1983-2003 ENERCALC Engineering Software General Timber Beam Page 2 sahalesnacks.ecw:Calculations Description Sahale Snack RB2 Stress Calcs Bending Analysis Ck 20.711 Cv 0.798 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 Max Moment 177.66 k -ft 178.50 k -ft 178.50 k -ft @ Left Support 33.81 k 122.514 in2 276.00 psi 49.16 k 49.16 k Sxx 1,116.281 in3 CI 0.000 Sxx Read 967.94 in3 972.52 in3 972.52 in3 @ Right Support 33.81 k 122.514 in2 276.00 psi Bearing Length Req'd Bearing Length Req'd Area 212.625 in2 Allowable fb 2,202.49 psi 2,202.49 psi 2,202.49 psi 11.205 in 11.205 in Query Values M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment -178.50 k -ft -178.50 k -ft -178.50 k -ft Shear 24.56 k 24.56 k 24.56 k Deflection 0.0000 in 0.0000 In 0.0000 in Latitude and Longitude of a Point iTouchMap.com Mobilo and Daxklop Horne » Latitude and Longitude of a Point A Maps http://itouchmap.com/latlong.ht 1 Places Google Earth I Cities I Earthquakes 1 Lat - Long To find the latitude and longitude of a point Click on the map, Drag the marker, or enter the... Address: 3411 South 120th Place Tukwila, WA 98168 Go Map Center: Get Address - Land Plat Size - Street View - NEW! Rectangle Tool - Area Photographs Try out 3D Google Earth. Google Earth gives you a 3D look of the area around the center of the map, which is usually your last click point, and includes latitude, longitude and elevation information. Latitude and Longitude of a Point Note: Right click on a blue marker to remove it. Clear/Reset Alt Markers Center Red Marker Get the Latitude and Longitude of a Point When you click on the map, move the marker or enter an address the latitude and longitude coordinates of the point are inserted in the boxes below. Latitude: 47.495436 Longitude: -122.289094 Latitude: Longitude: Degrees 47 -122 Minutes 29 17 Seconds 43.569 20.7384 Show Point from Latitude and Longitude Use this if you know the latitude and longitude coordinates of a point and wart to see where on the map the point is. Use: 'f' for N Let or E Long - for S Lat or W Long. Example: +40.689060 -74.044636 Note: Your entry should not have any embedded spaces. Decimal Deg. Latitude: Decimal Deg. Longitude: Show Point Example: +34 40 50.12 for 34N 40' 50.12" Degrees Minutes Seconds Latitude: Longitude: Show Point ® TouchMap.com 2007-2012 of 1 5/3/2013 2:28 PIS Design Maps Summary Report http://geohazards.usgs.gov/designmaps/us/summaryphp?template=mini `USES Design Maps Summary Report User -Specified Input Report Title Sahale Snacks Fri May 3, 2013 21:30:10 UTC Building Code Reference Document 2009 NEHRP Recommended Seismic Provisions (which makes use of 2008 USGS hazard data) Site Coordinates 47.49544°N, 122.28909°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III •f`. t,71 COM] City Samnta High Po nt Duwamish L State Vashon a Lincoln Park White ;, `,\ Arhnr Center �� a Heiflhts Kubota ifinhrfden5 Cenrgetown Delridge Rainier! Valleyi Burien YY? Tukwila SeaTac '4 �k 1�$.��' Normandy ) 0 'u - Park USGS-Provided Output Ss = 1.513 g S, = 0.568 g S,.5= 1.513g SMI = 0.852 g SDS = SDI = Rentor 1.009 g 0.568 g N ewcastle -batted States �- - Mexico a 4�V 419 ;sae Fool Aonlnn kiS For information on how the Ss and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions In the direction of maximum horizontal response, please view the detailed report. 1.76 1.60 1.44 1.28 1.12 ro 0.96 a 0.80 0.64 0.48 0.32 0.16 0.00 MCER Spectrum 1.10 0.99 0.89 0.77 1 0.66 Lot ▪ 0.55 0.44 0.33 0.22 0.11 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 Period, T (sec) Design Response Spectrum Period, T (sec) For PGAM, TL, CRS, and CR1 values, please view the detailed reoort. 2.00 of 2 5/3/2013 2:30 PN Input = Job Number: Job Name: Location: ENGINEERS -NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful LATERAL LOADING FOR MECHANICAL UNITS Sahele Snacks SHEET CO OF REV.1 12/2/09 REV.2 2/3/10 Seismic: ASCE 7-05 Section 13.3.1 Mechanical ft Electrical Component Attachments Wind: ASCE 7-05 Section 6.5.15.1 & Figure 6-21 (rooftop equipment) Component Definition: ME -1) Airside HVAC, fans, air handlers, air conditioning units, cabinet heaters, air distribution boxes and other me'Table 13.6-1 Table 13.6-1 Category = Mechanical and Electrical Components Site Class (soil) = Ss = Ip = Section 13.1.3 Equipment is mounted on Wind Speed = Exposure = Category = Is this a hurricane prone region? Kd= Wind is The mechanical unit is MU Operating Weight = MU Height = MU Length = MU Width = Roof height above ground level = Buiding Width = Seismic Output F. _ SAG Sss adR9 zfi = Fpu=1.6'Sos to Wp = Fp,= 0.4'an Soelp/R;(1+2z/h)Wp = Fp.=0.3'Sos'In Wp= Wind Output Comparison: Fp,, design = Fp design e Fp design - z= I= Kr = = (KJmwro = (q4)=d = (gap,am= Gk = G= (gJ,mGkG = (gJva. dG = Area Factor = F“0 = q:GkC✓4 Freund = q:G /4 = F D 1.513 1.0 Roof 85 mph B 11 NO 1.00 Normal to face Flexible 11001bs 4.50 ft. 8.00 ft. 4.00 ft. 24.00 ft. 160.00 ft. 1.00 1.513 1.009 0.417 1.0000 1.6144 0.5045 0.3027 TOP OF ROOF Table 1-1 Table 6-1 Table 6-4 Dynamically Sensitive GRADE Table 11.4-1 Sms = FaSs Section 11.4.3 (Eq. 11.4-1) Sds - 2/3Sms Section 11.4.4 (Eq. 11.4.3) 8ft 1100 Ibs (MAX.) MU 4.5 ft NOTE: Wind direction Is Into Page - - - - - 24 ft 1 A 180 ft Table 13.6-1 at roof level •Wp Upper bound 'Wp Calculated 'Wp Lower bound (Eq. 13.3-2) (Eq. 13.3-1) (Eq. 13.3-3) 0.5045 IN (U.S.D.] 0.3532 'W (A.S.D.) Working (0.7 factor 388 Ibs .-Total Force (A.S.D.) 26.25 ft. (height at centroid of MU) 1 Table 6.1 1.00 Sec. 6.5.7.2 (Eq. 6-3) 18.50 'Kz Sec. 6.5.10 (Eq.6.15) 0.70 Table 6-3 0.70 Table 6-3 12.96 pat Velocity pressure at height z above the ground 12.95 psf Velocity pressure at height h above the ground 1.410 Gust effect factor - Section 6.5.6 1.3 Net force coefficient from Fig. 6-21 23.75 psf (Eq. 6.28 ) 23.73 psf (Eq. 6.28 ) 36.0 sq.ft. Projected area normal to the wind except where Ck is specified for the actual surface area. 1.9 Section 6.5.15.1 1626 Ibs (Eq. 6.28 ) 8551bs (Eq. 6-28 ) 1626 Ibs .e -Total Force (A.S.D.) Fwlnd> Fselamic--. Wind Governs Lateral Design WIND LOADS & REACTIONS v hkouo= 2.25 ft. (height of lateral load) Gm 0.00 In. (holddown clearance) MO = 4.00 ft. (length of holddown) MOT = 3659 Ib -ft (ASD) T = C = 915 Ibs IASDI Tw, = T-0.6(PO/2) (ASD Combo: 0.6D+W) = 5851be (ASO] Therefore, design for 585 Ibs net uplift at each end of the unit WORKING (ASD] ULTIMATE (USD] SEISMIC UPUFT @ EACH END OF UNIT WIND UPLIFT @ EACH END OF UNIT = SESIMC SHEAR ON EACH SIDE OF UNIT • WIND SHEAR ON EACH SIDE OF UNIT = Olbs 685 Ibs 194 Ibs 813Ibs 0 Ibs 969 Ibs 272 Ibs 1301 Ibs 5/3/2013 MU Lateral - Basic ASCE7-05 MU Lateral.xlsx . .... ........ • ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL, ENGINEERS PROJECT # PROJECT SUBJECT tYlEdi kri SHEET qo OF By 1714- 9725 THIRD AVE NE, SUITE 207, SEArrLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 RiASLE Pki PCP DATE 00 .......... • I . .. - • . • ! .. ...... .. T r , s _3 ... ... . 4.. .... . . .......... • _. ......... • ; • •1- 4 5 �-I 5M11s z oio43 580=0" 58=O" 58=0" n; 6 3/4" x31 1/2" 1L . + 1 5/8" DO fit 11 DO 01-1-2 DO I/2" CDX (5 PLY) PLYWOOD ID N_ 7vn�r A fl\ 0nnC tO 5F 5 1/2" 6 3/4" c DI INC.,�� ~^ URAL ENGINEERS I�=�� " ` ` YV 98|\5 5�5-750OP^xp06 522-6008 9725TxmoA",NC.3vns2O7.�umru. ^ ��v"/ , _ 5 - �l -\'� ' 5 R �l � /� ~�;J DATE � � ��.`�-�� --.",`-. PROJECT PROJECT �O-�L ��-� SHEEP / OF ��n� / ^' )� SUBJECT ' - ~- k��~_ BY '-4-._ .. • ' -..-F !• ' - _ ' - _ • ! | | ' --�-'+-�--1 | ! | !___�_� i i _ • _ i | ! | ! | | / | - ] '� � ! � ] . .. e, �u-.°7 ^ � ��'w�� ' ��. - / • ! | 1 .�_ i ! .--• -~+ !--T-- --- F 09 |-_ • ENW ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 9725 THIRD AVE NE, SUITE 207, SEATI1E, WA 98115 (206) 525-7560 Fax (206) 522-6698 5 3N AC.K. PROJECT # PROJECT HRL)g. DATE SUBJECT (ZICkt. CVTI SHEET b OF By 12K, ...,• ..... -•• • .. . • ' . . . • .. • y • ... ... .......... ...... --, ! I 1 t ; 1 .41••• ! i Z--. i ; I • .. _ 4. it 1 ... ENW ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT 31v DATE SUBJECT 120 0 F- ei-A SHEET b3 OF BY to J. ... • .1-- • 3 0 Z, . ...... ... ^ .. 2— 1 I .vcr) • r .. ^, ..... ... .. • t -..• .... ; i ... .. . ..... . ...... ...... ......... ......... ........ • ... • ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # SUBJECT PROJECT `)Ig_cTiof) 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 A DATE SHEET VII OF BY pY ....... .... • ; ' ..... ." ••• .... • ..... ... _ N woo,0 ; •• .. • I .. • ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT 3iltvS 51)FC.. S )3 SUBJECT 'ThU13> SHEET OF BY P)C i ...... . .. r- ... • • ; . me*v. ..... /0 • 4 ... X_ .. . .._C- . IL i Yt ^ .. _ ........ ! . t •-• . .• • .• ..... •-• • ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT si4 SN Ac. -P DATE 5 3-13 SUBJECT c11'\3 C SHEET (4' OF BY P _ .4 • • • 1 ......... .. i • • • t • ... ... : 1 I : i . . : .... . .1- . . '-....... ...,4..3---..,..1. I 1 . i ! 1 • ..1 • •4 • . • ENW ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT 5 n AL --E 57UIN4 DATE 3 13 SUBJECT ec-TrO SHEET V.7 OF BY P .. . ---•- ...... ... ... 1 . • - • 7-5e1"1- . • • 1 ' • . ......... LAG ... 'Of liJ • - . • • .. ..... _ ; ! .. . ... . I • i ! I ! ! I i ! ; i ! ... •• ... ght ....... - • - ........ • .... ...... -• .. . !. — . . • • ..•. • .. t; . ............. .• — .. 1 ... .. . . ; .. ... • .. ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 Fax (206) 522-6698 PROJECT # PROJECT RNL-ft e\cl DATE 5-4 SUBJECT 191../(N C aNf)L SHEET OF BY PC • 1 ... • • . • i 00 00 EXIST. 6x16 PURLIN @ 8"oc Di 14 la la 14 la 14 14 0 O 0 0 0 EXIST. GLB 23'-0" 0 00 0 00 1 3/SK3 DI w 14 m m 14 la x O 0 0 O 0 ADD C10x20 x 23'-0" C'TRD. ON SPAN TIGHT TO @ 2x'S OR 4x'S @ MECH. UNITS 0 0 4x14 REINFORCEMENT DETAIL 1/4" = 1'-0" SAHALE SNACKS INTERGATE BLDG. 1 ENG'D: KAEMINGK DWN: D. TALOA JOB NO: 01043013 ROOF BRACE DETAIL DATE: 05-03-13 SHEET: S1 Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525-7560, Fax: (206)522-6698 www.engineersnw.com S K 1 EXIST. 2x STIFFENERS SECTION CL CL NEW C12 PER DTL. 4/S5.1 w/ 3/4" DIAMETER THRU-BOLTS EXIST. 4x14 @ 8'-0"oc 3/4" = [PER PLAN] SAHALE SNACKS INTERGATE BLDG. 1 ENG'D: KAEMINGK DWN: D. TALOA JOB NO: 01043013 SUB DETAIL DATE: 05-03-13 SHEET: S1 Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525-7560, Fax: (206)522-6698 www.engineersnw.com S K2 NEW C12 w/ 4- 3/4" DIA. THRU-BOLTS EA. END & 2'-0"oc INTERMED. STAGGERED i•o CL CL ih 23'-0" { 2'-0"oc STAGGER 2'-0" NI 11 SECTION 3/4" = 1'-0" (V CL ih 1 1/2" CL CL 6" 1 1/2" EXIST. 4x14 L5x3x1/4" x 0'-9" EA. END w/ 2- 3/ THRU-BOLTS EXIST. GLB SAHALE SNACKS INTERGATE BLDG. 1 ENG'D: KAEMINGK DWN: D. TALOA SUB DETAIL JOB NO: 01043013 DATE: 05-03-13 SHEET: S1 ^ �^ J 3 Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525-7560, Fax: (206)522-6698 www.engineersnw.com .hunters Corporation -- Dehumidification Division Equipment Schedule for Dehumidification System Prepared for : q: System Schematic - Model No. HCD-2250-EA-SFB-2 Quotation No Date : 04/14/2013 Release 5.1 rev 0 PM 27535 Plus Prepared by : Daniel Mitchell Reference No..�LE*, eft Dehumidifier React Heater React Fan Supply Fan F & BP Filter REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 4 2013 City of Tukwila BUILDING DIVISION System Utilities Electric FLA @ 460/3/60 67.1 [State Points 1 A 'Volume SCFM l 2250! 2250 22501 01 22501 Summer (Temperature F 1 621 621 971 621 99J Moisture Gr/Lb 33 331 4.7 331 4.7 General Specifications Construction: • Products are manufactured in ISO 9001 certified facilities. • All air plenums are constructed of strain hardened aluminum sheet of 0.125 inch minimum thickness which is welded, gasketed and/or sealed to be air and vapor tight at design static pressures and air flows. All process air handling structures are insulated with 1 inch Armaflex as required to minimize exterior sweating and heat transfer. Provisions are made to remove any air moving or control component, including coils, without dismantling plenums, boxes or ductwork. Removable panels will provide access from both the left and right hand side whenever not conflicting with other unit specifications. Access panels for filter, coil, and blower service and control adjustment shall be quick release type with captive hardware. Access panels shall be labeled and furnished with resilient gaskets mating to knife edge to preserve the air and vapor integrity. Performance: • Supply air performance is shown for a specific condition above. Detailed performance for each component is shown on its respective performance sheet. Changes to inlet conditions will affect the performance of individual components. RECEIVED CITY OF TUKWILA MAY 0 7 2013 PERMIT CENTER Munters Corporation - Dehumidification Division System Equipment Schedule - HCD Prepared for : Release 5.1 rev 0 P/N 27535 Plus Sheet 2 of 2 Quotation No : Date : 04/14/2013 Dehumidifier Desiccant Type Silica Gel Process Air SCFM 1 Remove Wheel AP '-- lbs/hr-- -- .-.1- in WC... 2250 41 1.61 I 1 Unit AP in WC. 1.94 Reactivation Air SCFM Wheel AP Unit AP Energy 1 Input in WC in WC. _ Type ;kW. 503 1.34 3.07 Electric 48 Fans Location) Type Supply BAF React. 1 FC Fan Data Size RPM 12-1/4 3450 700-35 3450 Rotation CW CCW Performance SCFM ! T.S.P. Sys. Loss I E.S.P. in WC in WCW._ -- 1- i 2250 j 4.52 2.33 j 2.19 503 ! 3.86 3.07 1 .79 AT 2 Motor Data HP RPM 3 ' 3450 1 i 3450 Filters Location! Eff. Pre 30 Filter Data SCFM I Face SgFt 2250 ! 6 Face FPM. 375 Int AP Final AP in WC in WC .16 .24 Sizes and Quantities Qty 1 @ 12 x 24 Qty 1 @24 x 24 Winters Corporation - Dehumidification Division Technical Data Sheet for HoneyCombe® Dehumidifier Prepared for : Dehumidifier Model: HCD-2250-EA PLUS 503 SCFM 85. ° F 86. gr/lb Weatherhood Included Unit Loss: 1.94 "WC React. Heater: Type: Heater kW: Req'd Btuh: FLA: RLA: Temp Out °F: Electric 103 MBH Electric 48 103200 60.3 38 275 275 ° F 97 ° F 4.7 grllb Fans: Quotation No : Date :04/14/2013 Release 5.1 rev 0 P/N 27535 Plus Prepared by : Daniel Mitchell Reference No : 120 ° F 213 grllb 2250 SCFM 62. ° F 33. grllb Ext. S P: .79 "WC Unit Loss: 3.07 "WC Weatherhood Included Process Reactivation 700-35 3450 CCW BHR 1 3450 TEFC DH Fan Size: Fan RPM: Rotation: Discharge: Motor HP: Motor RPM: Motor Type: Mounting: See Gen Arr Unit: Wheel type: Wheel RPH: Voltage: Frequency: Phase: FLA: Lbs/Hr: SiGel 8 460 60 3 63.4 41 HoneyCombe Dehumidifier Specifications General Construction: • Dehumidifiers are manufactured completely in ISO 9001 certified facilities. • All air plenums are constructed of strain hardened aluminum sheet of 0.125 inch minimum thickness which is welded, gasketed and/or sealed to be air and vapor tight at design static pressures and air flows. Process air inlet plenums are insulated with with 1 inch insulation that has an equivalent thermal conductivity of less than 0.27 Btu-in/hr-ft'-'F. Access panels are labeled and furnished with resilient gaskets to preserve the air and vapor integrity. • Standard bulb seals are furnished suitable for working pressures upto +1- 8 inch WG Reactivation Air Heaters: • Electric Heater Subassembly includes industrial heaters elements with a high limit thermostat assembled in an insulated heater duct mounted on the unit. Wiring is factory complete to National Electric Code standards requiring single power feed only. Reactivation heater capacity and electrical characteristics are per the schedule above. Control Enclosure: • NEMA 4 hinged door housing factory wired Definite Purpose contactors, control relays, microprocessor controller, power distribution block, transformer and control power terminal block. All power and control wiring is in conformance with National Electric Code. Included as standard is a control indicating package. This feature includes a Run Time meter showing hours of operation, a Power On amber light, a green Run light, a rotary selector switch with Auto, Off, and Manual positions and a red Fault light. The fault circuitry is actuated by loss of rotation of the wheel, overheat condition at the reactivation heaters or reactivation leaving air temperature below design set point. Energy Modulation: • Subassembly for electric reactivated unit to include a Solid State Proportioning Controller (SSPC). A reactivation temperature sensor is factory mounted in the reactivation discharge outlet. Process and Reactivation Fans: • Reactivation fan and motor are supplied per the schedule above. Fan motor to be TEFC. 3.50 31.00 4SP@ 6.00 = 24.00 -18X 1/4-20 THDS 11 25.00 24.00 NOTES: .50 30.00 DETAIL 'A' 3.50 6.00 = 18.00 2.88 .75 13.50 12.00 .75 1.75 -10X 1/4-20 THDS .00 2.63 PROCESS AIR OUTLET SEE DETAIL 'B' PROCESS AIR OUTLET 14.63 0 2SP@ 4.00 = 8.00 10.25 DETAIL 'B' m 1.CAPACITIES, ENERGY REQUIREMENTS AND FEATURES WILL BE ALTERED TO MATCH APPLICATIONS. CONSULT TECHNICAL DATA SHEET AND MANUAL BEFORE INSTALLING OR OPERATING UNIT. 2.BLOWER(S) ARE PROVIDED WITH DAMPER AND MANUAL LOCKING QUADRANT. 3.UNLESS OTHERWISE SPECIFIED, DIMENSIONS ARE IN INCHES 4.ANY ELECTRICAL AND/OR MECHANICAL REASSEMBLY IS THE RESPONSIBILITY OF OTHERS UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE WITH MUNTERS. THIS INCLUDES DISASSEMBLY THAT WAS NECESSARY TO FACILITATE SHIPPING. 5.SYSTEM SKID IS TO BE FULL PERIMETER SUPPORTED. 6.SYSTEM IS NOT DESIGNED FOR OPEN ROOF CURB MOUNTING. 7.REFER TO SECTION 110.26 IN THE NEC CODE BOOK FOR CLEARANCES AND REQUIREMENTS TO ELECTRICAL PANELS. THESE REQUIREMENTS MAY IMPACT THE LOCATION OF THE SUPPLIED EQUIPMENT. IT IS THE CUSTOMER'S RESPONSIBILITY TO PLAN THE LOCATION OF THIS EQUIPMENT USING THE REQUIREMENTS SET FORTH IN NEC AND OTHER LOCAL CODES. APPROXIMATE WT. = 1400 LBS. 31.50 (36.81) 87.00 9.57- 30.31 50.19 48.94 REACTIVATION AIR HEATERS (WITHIN) 39.00 (81.75) RECOMMENDED ACCESS AREA :RECOMMENDED ACCESS AREA ii / CRITICAL ACCESS-' AREA 96" HIGH -24.00-- "-ELECTRICAL ENCLOSURE CIRCUIT BREAKER ELECTRICAL CONTROLLER -. MAIN PANEL CONNECTION `. (WITHIN) ' REACTIVATION AIR INLET PROCESS FAN -- (WITH MANUAL DAMPER) 0 -AIR FLOW GAUGES N PROCESS AIR INLET .'_ ./ : I, . V . DESICCANT WHEEL ACCESS PART NO. 87859-01 • '-30% FILTER ACCESS (BOTH INSPECTION SIDES) WINDOW ACE & BYPASS (ACCESS FAR SIDE) Revision 0 Chem. note RELEASED I Rev by Rev date 11 CJG 4117113 7719 : Pf-f/-(1 81.75 -REACTIVATION FAN / (WITH MANUAL DAMPER & WEATHERHOOD) REACTIVATION AIR OUTLET N PROCESS AIR INLET SEE DETAIL "A" 21.50-.- 39 1.5039 00 43.00 21.00 0 CUSTOMER SAHALE SNACKS JOB NO. 21328353-01/02 Description GENERAL ARRANGEMENT HCD-2250-EA-SFBS Tolerances, if not indicated, according to: See MUNTERS Doc.No. 160-010266-001 1 - Sheet 1/2 Revision 0 ;' 1 1Mvl r itj LI Design by CJG DATE 4/17/2013 Design. ckd AMID DATE 4/17/2013 Drawing / Part No 87859-01 This document contains proprietary information and its contents are the exclusive property of Munters AB and its assignees and subsidiaries and its receipt or possession does not convey any rights to reproduce or disclose its contents, or to manufacture, use or sell anvddna that d may describe. Reproduction. disclosure or use of without soesfc written nernissinn ni Murders Is strictly forbidden. This document does not constitute a contractual obligation unless otherwise ezoressls earned unon in writing. FAN 2.7A UNIVERSAL REFRIG SALAHE SNACK COOLER 1 04 26.13 7/8 LIQ&15\8SUC �i�/1 // CONTROL FAN 2.7A CONTROL CONTROL FAN 5.4 et CONDENSING UNIT KESA2O0H8-480\3V MCA 51:0A MOCP80.0A 'REFRIG CHARGE 84# R R407CA DIM 75 X 45 X 45H WT 1100 .7/8 LIQ & 1 318 SUC NOTE- PRESSURE SETTINGS CUT IN CUT OUT LOW 25 # 3# HI SAFETY 340 # 405# FAN CYCLE 300# 220# FLOODED HEAP CONTROL ORI 175# OPEN ON RISE EVAP KMP - 368MA 460\1V FAN 2.7A Wi 400 DIM 118" X 1.7" X 28"H T STAT C EVAP KMP - 368MA 46011V -� SENSOR FAN 2.7A WT 400 DIM 118" X 17"X28"1-1 e'a - Xi* LIQ SOL - T STAT -n SENSOR X -et LIQ SOL 5/8 LIQ 1 3/8 SUCTION REFRIGERATIONi ■■ U-( EQUIP NT SUMMARY STEVE SNODGRASS SRS 3017 NE 103RD SEATTLE, WA 98125 USA Ph: 206 525 0745 Fx:. 206'525 0745 Email: STEVESNOD@MSN.COM CUSTOMER SHIP TO BRYAN GALVIN UNIVERSAL REFRIGERATION 4102 0 PLACE NW AUBURN, WA 98001 USA Ph: 253 939 5501 SAHALE SNACK UNIVERSAL REFRIGERATION 4102 B -PLACE NW AUBURN, WA 98001 USA Ph: 253 939'5501 QUOTE DATE': 15 Apr 2013 QUOTE# : Q1ODLSSA-A PROJECT : KESB200H8-2 -KMP368MA UR 04 15 13-4 FACTORY ORDER '# : 03021.26010.01593-A00 EST SHIP WEIGHT : ( Less Options ) CUSTOMER ORDER # : 1341.6A (_ITM 1 QTY PRODUCT NO 'DESCRIPTION (DETAILS SYSTEM 1 KESB200H8-2 -KMP368MA UR 04 15 13. Suction Temperature: 45 °F Ambient Temperature: 85 °F Refrigerant: R407C 001 1 KESB200H8-HT4B 1 PACKAGE 1 OPTION 1 OPTION 1 OPTION 1 OPTION 1 OPTION 1 OPTION 1 OPTION 2 MANUAL OPTION 1 MANUAL OPTION 1 MANUAL OPTION 2 MANUAL OPTION 002 2 STD -SLD -78-115 003 2 KMP368MA-S4A 2 OPTION ES -UNE SEMI -HERMETIC CONDENSING UNIT Notes: LETS MAKE SURE WE HAVE A OILFAIL CONRTOL PRE-ENGINEERED OPTION PACKAGE, A - STD ADJUSTABLE PRESSURE CONTROLS, SEPARATE HIGH/LOW WITH FLEX HOSE CAPACITY CONTROL UNLOADING, 1 BANK UNLOADING LIQUID LINE FILTER + SIGHT GLASS, REPLACEABLE PHASE / VOLTAGE MONITOR, 3 -LEAD PUMP DOWN TOGGLE SWITCH RECEIVER INLET BALL VALVE TWO VALVE ADJ FLOODED HEAD PRESSURE CONTROL A419 T -STAT SHIP LOOSE COND FAN CONTACTOR EVAP FUSING COND FUSING LIQUID UNE. SOLENOID VALVE, STANDARD 115V COIL, SHIPPED LOOSE MEDIUM PROFILE EVAPORATOR EXPANSION VALVE, SPORLAN TXV Notes: 407C 15 TD Notes: EBSNE-8 W/ #6 NOZZLE. TERMS, CONDITIONS AND REMARKS Please quote FACTORY ORDER #. Lead Time Is Dependent On Part Availability and Will Be Confirmed At Time Of Order. Price Book - 2012 - Standard UST Price Book Rev 1.6 220 1593 PAGE 1 OF 1 car ( ,CP' NATIONAL. REFRIGERATION AND AIR CONDITIONING CANADA CORP. 159 ROY. BLVD, PO BOX 2020 1111111 MEM JEWBRANTFORD, ON5Y6 CANADA N3T' KESB200H8-HT4B ES -LINE SEMI -HERMETIC CONDENSING UNIT PURCHASER : UNIVERSAL REFRIGERATION SUBMITTED BY : STEVE SNODGRASS PROJECT : KESB200H8-2-KMP368MA UR 04 08 13-2 DATE : 10 Apr 2013 ORDER # : 03021.26010.01593-A00 ITEM # : 1 QUOTE # : Q1ODLSSA-A ID # : PURCHASER'S PO # : TAGGING : • Copper tubing secured with cushion clamps • Crankcase heater • Flooded head pressure control (non adjustable) • High efficiency PSC fan motor with Internal overload protection MODEL FEATURES • Outdoor weather -resistant housing with removable hood • Pre -formed piping • Receiver with fusible plug and outlet valve • Spring mounted, accessible semi - hermetic compressor • Suction Service valve • Units are shipped with Helium holding charge • Weatherproof electrical control box with compressor contactor and fused control circuit • High efficiency enhanced copper tube and aluminium fin coil design PRE-ENGINEERED OPTION PACKAGE A - STD B C 0 E F G H J DEFROST FUSING - SHOW SET QTY Up to 30 Amps 35 Amps to 60 Amps Over 60 Amps ELECTRIC DEFROST KIT (TIMECLOCKINCL) Up to 40A Htrs, 30A Fans 1 Evap Up to 60A Htrs, 30A Fans 1 Evap Up to BOA Htrs, 30A Fans 1 Evap Up to 40A Htrs, 30A Fans 2 Evap Up to 60A Htrs, 30A Fans 2 Evap Up to 80A Htrs, 30A Fans 2 Evap Up to 60A Htrs, 40A Fans 3 Evap 115V Control Circuit 30A Contactor 40A Contactor 60A Contactor ADJUSTABLE PRESSURE CONTROLS Johnson Dual with Rex hose Separate High/low with fax hose - BALL VALVE H'Uquid Line Liquid Une ',Suction Une Suction Une 1 • 1 MODEL OPTIONS ( * = Shipped Loose CABINET FINISH 0 Painted Grey CAPACITY CONTROL BYPASS E HG Bypass to Evaporator HG Bypass to Suction Une CAPACITY CONTROL UNLOADING 1 Bank Unloading Compressor Circuit Breaker Compressor Time Delay Relay CONDENSING UNIT PRISON PACKAGE. Tamper Proof Screws Crankcase Pressure Regulator Current Sensing Relay Discharge Air Hood Discharge Line Check Valve DISCONNECT SWITCH Fused Non -Fused Extended 4 -Year Compressor Warranty Extended Leg Kit COIL COATING E ElectroFin Coating Heresite Coating FIN AND MATERIAL Gold Coat Fins Copper Fins Hail Guard for Condenser Heated and Insulated Receiver Hoffmann Fan Speed Control Insulated Suction Lino LIQUID LINE FILTER + SIGHT GLASS Sealed Replaceable Liquid Line Lock -Out Relay 1 LIQUID LINE SOLENOID VALVE *Standard 230V Coll *Standard 115V Coil OOIL FAILURE CONTROL Optical OLC-K1 OIL SEPARATOR Standard With 011 Filter and Solenoid Oversized Receiver PHASE / VOLTAGE MONITOR 3 -Lead 6 -Lead (MotorSavcr455) Pump Down Toggle Switch Receiver Inlet Ball Valve Single Point Electrical Stainless Steel Housing Sub Cooling Circuit SUCTION ACCUMULATOR With Heat Exchanger Without Heat Exchanger SUCTION FILTER Sealed Type Replaceable Core - TIME CLOCK 1 Paragon 8145 Style .230V Paragon 8145 Style •115V Paragon 8145 Style Two Valve Adj Flooded Head Pressure Control Wind Guard QulckVac Valves MANUAL. OPTIONS 1 COND FAN CONTACTOR 1 EVAP FUSING 1 T -STAT INSTALLED 2 COND FUSING 1 1 1 1 1 1 VOLTAGE SYSTEM REFRIGERANT RATING SUCTION TEMP AMBIENT TEMP CAPACITY 460/3/60 R407C 20Hp 40.0 °F 85.0 °F 186,700 BTUH FANS COMPRESSOR CIRCUIT TOTAL QV, POWER FLA/FAN TYPE QTY RLA LRA AMPS WATTS MCAt MOP* 2 Dim A 1.7 45 17/32 in Dim B 75 7/8 in Dim C 45 3/4 In Dim D 13 In LIQUID 7/8 in SUCTION 1 5/8 in SOUND WEIGHT 1,005 Ib CAPACITY 84 Ib 4C2397SH-2NU-Y Ni 1 32.1 176 35.5 Dimensions shown are for standard unit less options. See certified drawing for more details. * Indicates Option Is Shipped Loose t MCA.. Minimum Circuit Ampacity * MOP.. Maximum Overcurrent Protection MCA & MOP Shown Here are reflective of the condensing unit ONLY. Single point connections WILL show different on dataplate. APPROVALS CE MEA APPROVED BY : DATE : Approval of this drawing signifies that the equipment is acceptable under the provision of the job specifications. Any change made hereon by any person whomsoever subject to acceptance by NATIONAL REFRIGERATION at its home office. PAGE 4 OF 7 REFRIGERATION AND Order Item No: 1 . KESB200H8-HT4B ES-LINE SEMI-HERMETIC CONDENSING UNIT AIR CONDITIONING CANADA CORP. IRhLtNATIONAL REPRI4 159 ROY BLVD; PO BOX 2020 BRANTFORD, ON 'REFRIGERNVINNs CANADA N3T 5Y6 NATIONAL REFRIGERATION will fumish equipment In accordance with this drawing and specifications, and subject to its published warranty. Approval of this drawing signifies that the equipment is acceptable under the provision of the job specifications. Any change made hereon by any person whomsoever subject to acceptance by NATIONAL REFRIGERATION at its home office. DATE : 10 Apr 2013 PURCHASER : UNIVERSAL REFRIGERATION PROJECT : xesazoou8-2 -KMP36e14A UR 04 os 13-2 SUBMITTED BY : STEVE SNODGRASS Dimensions shown are for standard unit less options. DIMENSIONS DIMENSION A 45 17/32 in DIMENSION B 75 7/8 in tecsuRa HOOD DIMENSION C 45 3/4 in AND LESS DIMENSION D 13 in -� DIMENSION E DIMENSION F DIMENSION G 0 in rj DIMENSION H' \l CONNECTIONS UQUID 7/8 in SUCTION 1 5/8 in DRAIN WATER — - __ _ a DISCHARGE PAN LOOP- -. HOT GAS SIDE PORT B INLET HOT GAS # HOT GAS OUTLET A 0=I I -:. - OTHER - • SHIPPING WEIGHT 1,005 ib - - i I ) --- CAPACITY 84 Ib w' !,1,7q.- O 0 APPROVALS _ ( . E us 1111! JfcCIATIG 1 f11( HIES IF— IVIEA i 1 ..S:6 0 t ?: 1 B ?l 7--9 t —a e.'�.1E c ? --, a _ NOTES: PAGE 5 OF 7 NATIONALREFRIGERATION AND AIR CONDITIONING CANADA CORP. 159 ROY BLVD, PO BOX 2020 BRANTFORD,.ON CANADA N3T'5Y6 KM P368MA-S4A MEDIUM PROFILE EVAPORATOR PURCHASER : UNIVERSAL REFRIGERATION SUBMITTED BY : STEVESNODGRASS PROJECT : KESB200H8-2 -KMP.368MA.UR 04 08'13-2 DATE : 10 Apr 2013 ORRER=# : 03021.2601'0:01593-A00 ITEM # : 3 QUOTE 41Q1ODLSSA-A ID # : PURCHASER'S PO # : TAGGING : • 3/8" Tubing coil construction (reduces refrigerant operating charge) • Factory installed solenoid valve wire harness • Heavy gauge textured aluminum cabinet construction resists scratches/corrosion • High efficiency PSC fan motor with Internal overload protection MODEL FEATURES • NSF approved "flush to ceiling mount" • Spacious piping "end compartment allows for easy assembly • Unit Is shipped upright for convenient handling and quick installation • Totally Enclosed, Internally Protected, Bali Bearing Motors • Schrader connection on suction header • Hinged access panels tospacious electrical and header compartments • Attractive and durable high density polyethylene fan guards • High efficiency enhanced copper tube and aluminium fin coil design PRE -ASSEMBLED EVAP Sporlan TXV, LLSV,T-stat KE2 Demand Defrost w/Sporlan TXV KE2 Demand Defrost w/Sporlan EEV *KE2 Demand Defrost w/Sporlan TXV *KE2 Demand Defrost w/Sporlan EEV Emerson TXV, LLSV,T-stat KE2 Demand Defrost w/KE2 EEV *KE2 Demand Defrost w/KE2 EEV ADJUSTABLE T -STATS *Johnson A19ABC-24 *Johnson A419ABC-1 *Saginomiya *Danfoss Aux Sideport Connector CABINET FINISH Painted White Painted Black Stainless Steel CPC SENSORS Coil Temp Sensor Return Air Temp Sensor Suction Pressure Transducer MODEL OPTIONS ( * = Shipped Loose ) DEMAND DEFROST ELECTRONIC CONTROLLER KE2 Therm - Demand Defrost *KE2 Therm - Demand Defrost Dual Circuit EEV SENSOR/TRANSDUCER BRAND CPC/Emerson KE2 Therm Other - Specify in Notes - ELECTRONIC CONTROLLER - *Sporlan Kelvin II EEV Controller *Emerson EEV Controller *Other EEV Controller- Specify MFR - Model in Notes EVAPORATOR PRISON PACKAGE Tamper Proof Screws EXPANSION VALVE Sporlan TXV KE2 Therm EEV (less sens+trans) Sporlan EEV (less sens+trans) Emerson TXV - COIL COATING ❑ ElectroFin Coating FIN AND MATERIAL Copper Fins Insulated Drain Pan KE2 THERM [-:_l *Router 4120184 *8 Port Switch #20166 *CAT5e Shielded Cable - Soft w/connectors *Contactor Kit - 50A #20217 *Liquid / Suction Heat Exchanger LIQUID LINE SOLENOID VALVE Sporlan Emerson Nitrogen Charged and Sealed Room Thermostat *Room Thermostat Wire Fan Guards 1 101111101 VOLTAGE SYSTEM REFRIGERANT AIR FLOW EVAP. TEMP BOX TEMP CAPACITY 460/1/60 R407C 9720 CFM 40.0 °F FANS HEATERS :CIRCUIT TOTAL QT. POWER FLA/FAN TYPE QN AMPS AMPS WATTS MCAt MOP* 3 0.33HP 0.9 2.7 2.9 15 Dim A 118 1/4 in Dim B 34 in Dim C 36 in DIM .D -DISTRIBUTOR 7/8 in SUCTION 1 5/8 in SOUND WEIGHT 349 Ib CHARGE 14 Ib Dimensions" shown are for standard unit less options. See certified drawing for more details. * Indicates Option Is_Shipped Loose t MCA.. Minimum Circuit Ampacity * MOP.. Maximum Overcurrent Protection APPROVALS APPROVED BY : DATE: Approval of this drawing signifies that the equipment is acceptable under the provision of the job specifications. Any change made hereon by any person whomsoever subject to acceptance by NATIONAL REFRIGERATION at its home office. PAGE 6 OF 7 NATIONAL REFRIGERATION AND Order Item No: 3 KMP368MA-S4A MEDIUM PROFILE EVAPORATOR y� s gipT AIR CONDITIONING CANADA CORP. '/ 159 ROY BLVD, PO BOX 2020 BRANTFORD, ON w.maSTRUO RI7IDNr.� CANADA N3T 5Y6 NATIONAL REFRIGERATION will furnish equipment in accordance with this drawing and specifications, and subject to its published warranty. Approval of this drawing signifies that the equipment is acceptable under the provision of the job specifications. Any change made hereon by any person whomsoever subject to acceptance by NATIONAL REFRIGERATION at its home office. DATE : 10 Apr 2013 PURCHASER : UNIVERSAL REFRIGERATION PROJECT : K888200H8-2-KMP388MA UR 04 08 13-2 SUBMITTED BY : STEVE SNODGRASS Dimensions shown are for standard unit less options. DIMENSIONS DIMENSION'A 118 1/4 in �� " '� '� ' • "� "� " DIMENSION'S 34 in , DIMENSI,ON C 36 in 1 DIMENSION D •• % ALL :MODELS DIMENSION!E , v N < � AIR THROW_ DIMENSION-F o `-I% APPROX. 75 FEET METERS) DIMENSION G 0 in N '-ALL IN OPEN SPACE DIMENSION H me - CONNECTIONS ft- DISTRIBUTOR 7/8 in ' SUCTION 1 5/8 in, . 3/4 NPT (14NP5) 11 7/8 ;(302) DRAIN 3/4 in , DRAIN WATER •. (6?b) (ad, (31 1) _' (j4474 DISCHARGE MINIMUM CLEARANCE PAN LOOP HOT GAS SIDE PORT 1 8 1 /4 HOT GAS INLET 30O4). HOT GAS OUTLET gg � �4 34 3 (2Ob4 (864) (864) f A* 185+OTHER Ib SHIPPING SHIPPING WEIGHT 349 *D 1 Q Q Pe- CHARGE 14 Ib d t4 oz ...9 in 1 APPROVALS • � I TOP VIEWo M U, C' us o - 0 ,r- --r p Nr---,r 1 0. CD..... NOTES: PAGE 7 OF 7 UNIVERSAL REFRIG SALAHE SNACK COOLER 2 04 26 13 TYP FOR 2EA Z. FAN FAN 1 3.6A CONTROL 7/8 LIQ & 1 318 SUC CONDENSING UNIT KESA120H8-48M3V MCA 36.5A MOCP50.0A REFRIG CHARGE 84# R R407CA DIM 75 X 45 X 45H WT 1100 EVAP KMP - 488MA 460VIV FAN 6.6A WT 500 DIM 136"X 17'X28"H c- -,3 T STAT -I= SENSOR LIQ SOL NOTE- PRESSURE SETTINGS CUTIN LOW 25 # HI SAFETY 340 # CUT OUT 3# 405# FAN CYCLE 300# 220# FLOODED HEAD CONTROL ORI 175# OPEN ON RISE OMER REFR/GERAT/O.N;�- EQUIPMENT SUMMA SHIP TO STEVE SNODGRASS SRS 3017 NE 103RD" SEATTLE, WA 98125 USA Ph: 206 525'0745 Fx: 206 525 0745 Email: STEVESNOD@MSN.COM BRYAN GALVIN UNIVERSAL REFRIGERATION 4102'. B PLACE NW AUBURN, WA 98001 USA Ph: 253 939 5501 SAHALE SNACK UNIVERSAL REFRIGERATION 4102 B PLACE'NW AUBURN, WA 98001 USA Ph: 253 939 5501 IOTE"DATE QUOTE;# : PROJECT : 26 Apr -2013 Q10DLSS_E-A KESA120H8.-2 -KMP488MA UR, 04 08 13-4 FACTORY ORDER # : 03021.4928.9.01593-A00 EST SHIP WEIGHT : ( Less Options ) CUSTOMER ORDER # : 13416B 1 QTY (PRODUCT'NO (DESCRIPTION (DETAILS SYSTEM 1 2 KESA120H8-HT4B 2 PACKAGE 2 OPTION 2 OPTION 2 OPTION 2 OPTION 2 OPTION 2 OPTION 4 MANUAL OPTION 2 MANUAL OPTION 2 MANUAL OPTION 2 MANUAL.OPTION 2 STD -SLD -78-115 2 KMP488MA-S4A 2. OPTION KESA120H8-2 -KMP488MA UR 04 08 13 Suction'Temperature: 40 °F Ambient Temperature: 85 °F Refrigerant: R407C ES -LINE SEMI -HERMETIC CONDENSING UNIT Notes: SEE SRS WIRING DIAGRAM PRE-ENGINEERED OPTION PACKAGE, A - STD ADJUSTABLE PRESSURE CONTROLS, JOHNSON DUAL WITH FLEX HOSE LIQUID LINE, FILTER + SIGHT GLASS, REPLACEABLE PHASE / VOLTAGE MONITOR, 3 -LEAD PUMP DOWN TOGGLE SWITCH RECEIVER INLET BALL VALVE TWO VALVE ADJ FLOODED HEAD PRESSURE CONTROL CONDFUSING COND FAN CONTACTOR A419 T -STAT SHIPPED LOOSE EVAP FUSING LIQUID LINE SOLENOID VALVE, STANDARD 115V COIL, SHIPPED LOOSE MEDIUM PROFILE EVAPORATOR EXPANSION VALVE, SPORLAN TXV 1593 Notes: 407C 15TD Notes: EBSNE1.1 W/#8 NOZZLE TERMS, CONDITIONS AND REMARKS Please quote FACTORY ORDER #. Lead Time Is Dependent On Part Availability and Will Be Confirmed At Time Of Order. Price Book - 2012 - Standard LIST Price Book Rev 1.6 PAGE 1 OF 5 ' NATIONAL REFRIGERATION AND KESA120H8-HT4B I ES -UNE SEMI=HERMETIC CONDENSING UNIT IP AIR CONDITIONING CANADA CORP. 159 ROY BLVD, Po BOX 2020 BRANTi�et9arIROMMV� CANADA N3ToN CANADA N3T.SY6 PURCHASER : UNIVERSAL.REFRIGERATION SUBMITTED BY : STEVE SNODGRASS PROJECT : KESA120H8-2-KMP488MA UR 04 08 13-4 DATE : 26 Apr 2013 ORDER _# : 03021.49289.01593-A00 ITEM '# : 1 QUOTE # : Q1ODLSSE-A ID # : PURCHASER'S PO # : 13416B TAGGING : 'MODEL FEATURES • Copper tubing secured with cushion • Outdoor weather -resistant housing with • Weatherproof electrical control box clamps removable hood with compressor contactor and fused • Crankcase heater • Pre -formed piping control circuit • Discharge and suction vibration • Receiver with fusible plug and outlet • Copeland DiscusTM with CoreSense eliminators valve Protection • Flooded head pressure control (non • Spring mounted, accessible semi- • High efficiency enhanced copper tube adjustable) hermetic compressor and aluminium fin coil design • High efficiency PSC fan motor with • Suction Service valve • Discharge Muffler internal overload protection • Units are shipped with Helium holding charge. 1 r _ .111 • E ! _ — _ — — — — — 1 1 — — PRE-ENGINEERED OPTION PACKAGE A - STD B C D E F G H ) DEFROST FUSING- SHOW SET QTY Up to 30 Amps 35 Amps to 60 Amps Over 60 Amps ELECTRIC DEFROST KIT (TIM ECLOCK 'INCL.) Up to 40A Htrs, 30A Fans 1 Evap Up to 60A Htrs, 30A Fans 1 Evap Up to 80A Htrs, 30A Fans 1 Evap Up to 40A Htrs, 30A Fans 2 Evap Up to 60A Htrs, 30A Fans 2 Evap Up to 80A Htrs, 30A Fans 2 Evap Up to 60A Htrs, 40A Fans 3 Evap 115V Control CircuitFIN 30A Contactor 40A Contactor 60A Contactor ADJUSTABLE PRESSURE CONTROLS Johnson Dual with flex hoseMANN Separate High/Low with flex hose BALL VALVE *Liquid Line Liquid Line *Suction Line Suction Line MODEL 0 _CAPACITY — NI IRCompressor . — — — `- — _ T — — 1 _ OPTIONS ( * = Shipped Loose ) CABINET FINISH Painted Grey CONTROL BYPASS HG Bypass to Evaporator HG Bypass to Suction Line CAPACITY CONTROL UNLOADING ModuLoad Circuit Breaker Compressor Time Delay Relay CONDENSING UNIT PRISON PACKAGE Tamper Proof Screws Crankcase Pressure Regulator Current Sensing Relay Discharge Air Hood Discharge Lino Check Valve DISCONNECT SWITCH Fused Non -Fused Extended 4 -Year Compressor Warrantyr� Extended Leg Kit COIL COATING Electronn Coating Hereslte Coating AND MATERIAL Gold Coat Fins Copper Fins Hall Guard for Condenser Heated and Insulated Receiver Hoffmann Fan Speed Control Insulated Suction Line LIQUID LINE_FILTER + SIGHT GLASS Sealed Replaceable Liquid Line Lock -Out Relay — 1 _ — — " 1 1 1 — '� —SUCTION f- L — 1 — 2 1 1 1 LIQUID UNE SOLENOID VALVE *Standard 230V Coil *Standard 115V Coll OIL SEPARATOR Standard With Oil Filter and Solenoid Oversized Receiver PHASE / VOLTAGE MONITOR 3 -Lead 6 -Lead (MotorSaver455) Pump Down Toggle Switch Receiver Inlet Ball Valve Single Point Electrical Stainless Steel Housing Sub Cooling Circuit ACCUMULATOR With Heat Exchanger Without Hent Exchanger SUCTION FILTER Sealed Type Replaceable Core TIME CLOCK Paragon 8145 Style +230V Paragon 8145 Style +115V Paragon 8145 Style Two Valve Adj Flooded Head Pressure Control Wind Guard nc Valves MANUAL OPTIONS COND FUSING COND FAN CONTACTOR A419 T -STAT SHIPPED LOOSE EVAP FUSING VOLTAGE SYSTEM REFRIGERANT RATING SUCTION TEMP AMBIENT TEMP CAPACITY 460/3/60 R407C 12Hp 40 °F 85 °F 160000 BTUH FANS COMPRESSOR CIRCUIT TOTAL QTY POWER FLA/FAN TYPE QTY RLA LRA AMPS WATTS MCAt MOP* 2 1.7 3DF3R15METFD 1. 23.6 138 27- ,'929- 50 S� Dim A 45 17/32 in �- Dimensions shown are for standard unit less APPROVALS Dim B 75 7/8 in -- ! options. See certified drawing for more details. Dim C 45 3/4 Ing * Indicates Option Is Shipped Loose `C Dim D 141n t MCA.. Minimum Circuit Ampaclty LIQUID 7/8 in I ■ * MOP.. Maximum Overcurrent Protection o 0 SUCTION 1 3/8 in i + (� "' `' MCA & MOP Shown Here are reflective of the SOUND condensing unit ONLY. Single point connections - sIN WEIGHT 1085 Ib- -- -.l WILL show different on dataplate. SEE SRS WIRING DIAGRAM CAPACITY 84 Ib _MEA APPROVED BY : DATE : Approval of this drawing signifies that the equipment is acceptable under the provision of the job specifications. Any change made hereon by any person whomsoever subject to acceptance by NATIONAL REFRIGERATION at its home office. PAGE 2 OF 5 NATIONAL REFRIGERATION AND Order Item No: 1 • KESA120H8—HT4B ' ES-LINE SEMI-HERMETIC CONDENSING UNIT ' ® ilifilltri AIR CONDITIONING CANADA CORP. 159 ROY BLVD, PO BOX 2020 BRANTFORD, ON ------7I6111MTION = CANADA N3T 5Y6 NATIONAL REFRIGERATION will fumish equipment in accordance with this drawing and specifications, and subject to its published warranty: Approval of this drawing signifies that the equipment is acceptable under the , provision of the job specifications. Any change made hereon by any person whomsoever subject to acceptance by NATIONAL REFRIGERATION at its home office. DATE : 26 Apr 2013 PURCHASER : UNIVERSAL REFRIGERATION PROJECT : 84120M-2-KMP4881+A UR 04 08 13-4 SUBMITTED BY : STEVE SNODGRASS Dimensions shown are for standard unit less options. DIMENSIONS DIMENSION A 45 17/32 in OPTIMAL AR f DIMENSION B 75 7/8 in otsauRrE►o \ DIMENSION C 45 3/4 in MU DIMENSION D 14 in \\ DIMENSION E �I ,, DIMENSION F DIMENSION G 0 in DIMENSION H \i_ CONNECTIONS UQUID 7/8 in • SUCTION 1 3/8 in DRAIN WATER - DISCHARGE PAN LOOP HOT GAS SIDE PORT HOT GAS INLET i•_ HOT GAS OUTLET A o _Fc'_ I- _ t. i is I t I i x I i ij= = OTHER t_ — •; , -,_t SHIPPING WEIGHT 1085 Ib I 2 = - _ _ = oo CAPACITY 84 ib 0 0 APPROVALS C E c us L11I I I( MEA 3!,4 31 41.5 9 21 8 71 A. 8 4 150 C a_ 8 ` NOTES: PAGE 3 OF 5 triNATIONAL REFRIGERATION AND AIR CONDITIONING CANADA CORP. 159 ROY BLVD, PO BOX 2020 aaaaf631QESi01dNCX13 BRANTFORD, ON CANADA N3T 5Y6 KMP488MA-S4A MEDIUM PROFILE EVAPORATOR PURCHASER : UNIVERSAL REFRIGERATION SUBMITTED BY : STEVE SNODGRASS PROJECT : KESA120H8-2 -KMP488MA UR 04 08 13-4 .DATE : 26 Apr 2013 ORDER # : 03021.49289.01593-A00 ITEM •# : 3 QUOTE # : Q1ODLSSE-A ID # : PURCHASER'S PO # : 134165 TAGGING : • 3/8" Tubing coil construction (reduces refrigerant operating charge) • Factory installed solenoid valve wire harness •. Heavy gauge textured aluminum cabinet construction resists scratches/corrosion • High efflciency'PSC fan motor with internal overload protection MODEL FEATURES • NSF. approved "flush to ceiling mount" • Spacious piping end compartment allows for easy assembly • Unit is shipped upright for convenient handling and quick installation • Totally Enclosed, Internally Protected, Ball Bearing Motors • Schrader connection on suction header • Hinged access panels to spacious electrical and header compartments • Attractive and durable high density polyethylene fan guards • High efficiency enhanced copper tube and aluminium fin coil design PRE -ASSEMBLED EVAP Sporlan TXV, LLSV,T-stat KE2 Demand Defrost w/Sporian TXV KE2 Demand Defrost w/Sporian EEV *KE2 Demand Defrost w/Sporian TXV *KE2 Demand Defrost w/Sporlan EEV Emerson TXV, .LLSV,T-stat KE2 Demand Defrost w/KE2 EEV *KE2 Demand Defrost w/KE2 EEV ADJUSTABLE T -STATS *Johnson A19ABC-24 *Johnson A419ABC-1 *Saginomlya *Danfoss Aux Sideport Connector CABINET FINISH Painted White Painted Black Stainless Steel CPC SENSORS [1 Coil Temp Sensor Return Air Temp Sensor Suction Pressure Transducer MODEL OPTIONS ( * = Shipped Loose ) DEMAND DEFROST ELECTRONIC CONTROLLER KE2 Therm - Demand Defrost *KE2 Therm - Demand Defrost Dual Circuit _ • EEV SENSOR/TRANSDUCER BRAND CPC/Emerson KE2 Therm Other - Specify in Notes ELECTRONIC CONTROLLER *Sporian Kelvin II EEV Controller *Emerson EEV Controller *Other EEV Controller- Specify MFR - Model In Notes EVAPORATOR PRISON PACKAGE [� Tamper Proof Screws EXPANSION VALVE Sporlan TXV KE2 Therm EEV (less sens+trans) Sporlan EEV (less sens+trans) Emerson TXV ❑ • COIL COATING ElectroFin Coating FIN AND MATERIAL Copper Fins Insulated Drain Pan KE2 THERM *Router #20184 *8 Port Switch #20166 *CAT5e Shielded Cable - 50ft w/connectors *Contactor Kit - 50A #20217 *Liquid / Suction Heat Exchanger LIQUID LINE SOLENOID VALVE Sporlan Emerson Nitrogen Charged and Sealed Room Thermostat *Room Thermostat Wire Fan Guards VOLTAGE SYSTEM REFRIGERANT AIR FLOW EVAP. TEMP BOX TEMP CAPACITY 460/1/60 R407C 12200 CFM 40 °F FANS HEATERS CIRCUIT TOTAL QTY POWER FLA/FAN TYPE QTY AMPS AMPS WATTS MCAt MOP* 4 0.33HP 0.9 3.6 3.8 15 Dim A 136 1/41n Dim B 30 in Dim C 32 in Dim D DISTRIBUTOR 7/8 In SUCTION 1 5/81n SOUND WEIGHT 433 Ib CHARGE 16 Ib ::=i• _ Dimensions shown are for standard unit Tess options. See certified drawing for more details. * Indicates Option Is Shipped Loose t MCA.. Minimum Circuit Ampacity * MOP.. Maximum Overcurrent Protection 407C 15TD ** ACTUAL FIN SPACING 8 FPI ** APPROVALS COO APPROVED BY DATE : Approval of this drawing signifies that the equipment is acceptable under the provision of the job specifications. Any change made hereon by any person whomsoever subject to acceptance by NATIONAL REFRIGERATION at its home office. PAGE 4 OF 5 NATIONAL REFRIGERATION AND Order Item No: 3 KM P488MA-S4A . MEDIUM PROFILE EVAPORATOR • ® JffPI1ite AIR CONDITIONING CANADA CORP. 159 ROY BLVD, PO BOX 2020 BRANTFORD, ON REBIBERATION' CANADA N3T 5Y6 NATIONAL REFRIGERATION will furnish equipment in accordance with this drawing and specifications, and subject to Its published warranty. Approval of this drawing signifies that the equipment is acceptable under the provision of the job specifications. Any change made hereon by any person whomsoever subject to acceptance by NATIONAL REFRIGERATION at its home office. DATE : 26 Apr 2013 PURCHASER : UNIVERSAL REFRIGERATION PROJECT : KESA120H8-2-KMP488MA UR 04 08 13-4 SUBMITTED BY : STEVE SNODGRASS Dimensions shown are for standard unit Tess options. DIMENSIONS DIMENSION A 136 1/4 in DIMENSION B 30 in .� DIMENSION C 32 in ' DIMENSION D �, All MODELS DIMENSION E a AIR THROW DIMENSION F•M o APPROX 75 FEET DIMENSION G 0 in % `� IN OPEN SPACE23 S DIMENSION H 1 11 CONNECTIONS �'lor DISTRIBUTOR 7/8 in / 3/4 NPT (I4NPS) Ii 7/8 1 SUCTION 1 5/8 in '/, DRAIN CONNECTION (3O2) DRAIN 3/4 in WATER ^ (s2be}j (27)"" a4344 MINIMUM dLEARANCE DISCHARGE PAN LOOP HOT GAS SIDE PORT HOT GAS INLET Alia HOT GAS OUTLET gg � 33•��pp 3p 332q(30$)(762)(762)61 (762)(8f3)13- 5164 OTHER SHIPPING WEIGHT 433 Ib ij ZzillZ CHARGE 161b LI c' ''d _o rev, aQ re TOP VIEW APPROVALS ^� i 1 1 g C ®US 0 n —vb Q L--yro 1r- o _� CI) NOTES: ** ACTUAL FIN SPACING 8 FPI ** .. PAGE OF 5 Backward -Inclined DD3 z BELT—DRIVEN o SWSI o NON—OVERLOADING REVIEINED FOR CODE COMPLIANCE APPROVED MY 2 4 ZOO 0 City of WSG II& E UOLLDONG D6ViSOON 9120 Central Type BI Centrifugal Blowers are available as U.L Listed for Grease Removal (UL762) 9 1l O -BO 12 thru 27 -BO 30 thru 36 (Shown with optional discharge flange) CIEN7NAL BLOWASER COMPANY —cs Ivo 211 5.7th Ave.. City of Industry, CA 91746 (626) 330-3182 Fax (626) 3 www.centralblower.com TUKWILA ZEPTE sEN2Oo00x3 CG14G1100 2 130-2000 00 0 PIERIIIMIT CENTER MAY 07 Me Central Blower Co. 211 S. 7TH Ave City of Industry, CA 91746 Phone: 626.330.3182 • Fax: 626.330.9406 Email: info@centralblower.com • Website: www.centralblower.com Backward -Inclined Blowers 12 thru 27 BI Recommended CFM 1000 through 12,000 CFM Results 1 - 7 of 7 Item 0 Blower Specifications 1281 12 1/4 Inch Wheel Diameter Outlet Area (SQ. FT.) 0.855 Tip Speed (FPM) = 3.21 x RPM Max. BHP = 0.079 x (RPM/1000)3 1581 15 Inch Wheel Diameter Outlet Area (SQ. FT.) 1.282 Tip Speed (FPM) = 3.93 x RPM Max. BHP = 0.217 x (RPM/1000)3 18B1 18 1/4 Inch Wheel Diameter Outlet Area (SQ. FT.) 1.898 Tip Speed (FPM) = 4.78 x RPM Max. BHP = 0.580 x (RPM/1000)3 20BI 20 Inch Wheel Diameter Outlet Area (SQ. FT.) 2.280 Tip Speed (FPM) = 5.24 x RPM Max. BHP = 0.910 x (RPM/1000)3 22BI 22 1/4 Inch Wheel Diameter Outlet Area (SQ. FT.) 2.821 Tip Speed (FPM) = 5.83 x RPM Max. BHP = 1.562 x RPM/1000 3 24 1/2 Inch Wheel Diameter Outlet Area (SQ. FT.) 3.490 Tip Speed (FPM) = 6.41 x RPM Max. BHP = 2.420 x (RPM/1000)3 2781 27 Inch Wheel Diameter Outlet Area (SQ. FT.) 4.260 Tip Speed (FPM) = 7.07 x RPM Max. BHP = 3.982 x (RPM/1000)3 Results 1 - 7 of 7 5/6/2013 1 Page 1 of 1 24 -BI 24.50 -INCH WHEEL DIAMETER OUTLET AREA (SQ. FT.) 3.490 TIP SPEED (FPM) = 6.41 x RPM MAX. BHP = 2.420 x (RPM/1000)3 VOLUME CFM O.V.FPM SP,in.WG SP, in. WG 1/4" RPM BHP 1/4" RPM BHP 3/8" RPM BHP 1/2" RPM BHP 5/8" RPM BHP 3/4" RPM BHP 1.0" RPM BHP 1-1/4" RPM BHP 1-1/2" RPM BHP 1-3/4" RPM BHP 2.0" RPM BHP 2-1/2" RPM BHP 3.0" RPM BHP 3-1/2" RPM BHP 2800 802 428 0.18 476 0.25 522 0.32 565 0.40 606 0.448 680 0.65 748 0.83 811 1.02 872 1.22 929 1.43 1034 1.86 1130 2.30 1217 2.77 3200 917 457 0.23 504 0.31 547 0.38 587 0.46 626 0.55 698 0.74 763 0.93 824 1.13 881 1.34 936 156 1040 2.02 1135 2.51 1222 3.01 3600 1032 491 0.28 534 037 575 0.45 613 0.54 649 0.63 718 0.83 781 1.03 840 1.25 895 1.47 948 1.70 1047 2.18 1141 2.71 1227 3.25 4000 1146 525 035 567 0.44 605 0.53 641 0.63 676 0.73 740 0.93 801 1.15 859 138 912 1.62 963 1.86 1059 2.37 1148 2.90 1234 3.47 4400 1261 561 0.43 600 052 637 0.62 670 0.72 703 0.83 766 1.05 824 1.27 879 151 931 1.77 981 2.03 1074 256 1161 3.12 1242 3.70 4800 1375 598 0.51 634 0.62 670 0.72 702 0.83 733 0.94 792 1.18 848 1.42 901 1.67 952 1.93 1001 2.20 1091 2.77 1176 3.36 1256 3.97 5200 1490 636 0.62 670 0.72 703 0.84 735 0.95 765 1.07 821 132 875 158 925 1.84 974 2.11 1021 239 1110 2.98 1193 3.60 1270 4.24 5600 1605 674 0.73 707 0.85 738 0.97 768 1.09 797 1.22 851 1.48 902 1.75 952 2.03 . 998 230 1044 259 1130 3.21 1212 3.86 1288 453 6000 1719 712 0.86 744 0.99 774 1.11 802 1.24 830 138 883 1.65 931 1.c 979 2.23 25 253 1068 2.82 1152 3.46 1231 4.13 1306 4.83 7000 2006 811 1.27 839 1.41 866 156 892 1.70 916 1.85 964 2.16 1010 2.48 053 TE 1095 3.14 1136 3.48 1213 4.18 1286 4.88 1358 5.64 8000 2292 912 1.79 936 1.95 960 2.12 984 2.29 1007 2.45 1051 2.79 1093 3.14 1134 351 1172 3.87 1209 4.25 1282 5.02 1351 5.82 1417 6.60 9000 2579 1014 2.44 1036 2.63 1057 2.82 1079 3.01 1101 3.19 1141 357 1179 3.95 1217 4.34 1254 4.75 1290 5.16 1356 5.99 1421 6.86 1484 7.76 10000 2865 1117 3.25 1137 3.46 1157 3.67 1176 3.88 1196 4.09 1234 450 1270 4.92 1305 5.35 1338 5.77 1372 6.22 1437 7.13 1497 8.06 1555 9.01 11000 3152 1221 4.23 1239 4.46 1258 4.69 1275 4.92 1295 5.16 1328 5.61 1363 6.07 1396 653 1427 6.99 1458 7.46 1519 8.44 1578 9.44 1633 105 12000 3438 1325 5.40 1342 5.65 1359 5.90 1376 6.15 1392 6.41 1424 6.91 1457 7.41 1488 7.90 1518 8.41 1547 8.91 1603 9.93 1660 11.0 1714 12.1 27 -BI 27.00 -INCH WHEEL DIAMETER OUTLET AREA (SQ. FT.) 4.260 TIP SPEED (FPM) = 7.07 x RPM MAX. BHP = 3.982 x (RPM/1000)3 VOLUME CFM 0.V. FPM SP,in.WG 1/4" RPM BHP 3/8" RPM BHP 1/2" RPM BHP 5/8" RPM BHP 3/4" RPM BHP 1.0" RPM BHP 1-1/4" RPM BHP 1-1/2" RPM BHP 1-3/4" RPM BHP 2.0" RPM :•.• ••' BHP 3.0" RPM BHP 3-1/2" RPM BHP 3400 798 390 0.21 430 0.630 467 034 502 0.45 538 055 604 0.79 669 0.99 730 1.22 785 •38 1.69 930 2.20 1017 2.78 1095 333 3800 892 414 0.27 452 036 488 0.42 520 052 552 0.63 615 0.87 680 1.10 738 132 ' 158 840 1.82 935 233 1020 2.94 1098 355 4200 985 442 034 482 0.44 512 052 545 0.60 572 0.73 630 0.95 691 1.20 1 .3 795 1.72 845 1.95 940 250 1024 3.14 1100 3.78 4600 1080 470 0.40 509 050 538 0.61 568 0.72 593 0.83 648 1.05 706 1 .' 58 156 802 1.85 855 2.10 942 2.66 1029 333 1105 4.00 5000 1174 504 0.44 540 058 566 0.70 592 0.83 622 0.96 667 722 1.42 771 1.70 812 2.00 866 2.28 950 2.84 1030 356 1110 4.22 5400 1268 530 054 568 0.67 593 0.82 617 0.95 648 1.08 • • : 130 740 136 786 1.84 827 2.16 880 230 958 3.04 1038 3.75 1115 4.49 5800 1362 560 0.65 597 0.80 620 0.94 645 1.09 673 1 710 1.42 760 156 804 2.00 842 231 892 2.60 967 3.23 1048 3.96 1122 4.70 6200 1455 592 0.77 626 0.90 648 1.08 674 1.22 7! 1.37 738 1.60 780 1.88 822 2.18 863 250 910 2.81 980 3.42 1059 4.20 1132 4.93 6600 1549 623 0.92 655 1.05 675 1.22 70 .38 728 152 777 1.76 803 2.06 843 238 886 2.69 928 3.03 996 3.68 1082 4.47 1141 5.23 7000 1643 658 1.07 687 1.20 704 136 2 152 755 1.68 793 1.93 831 2.25 868 259 908 2.90 949 3.24 1014 3.95 1088 4.72 1152 551 8000 1878 738 1.50 760 1.62 779 .8 803 1.92 822 2.14 860 2.45 900 2.82 936 3.19 969 3.55 1006 3.88 1069 4.68 1130 5.48 1194 636 9000 2113 816 2.00 834 2.14 :. 231 876 2.45 890 2.73 929 3.12 970 3.41 1002 3.96 1032 4.35 1065 4.67 1127 5.60 1182 6.42 1240 7.28 10000 2347 894 2.63 911 2.80 929 2.97 948 3.16 967 3.48 1000 3.90 1039 433 1070 4.88 1098 5.30 1129 5.95 1189 6.83 1240 7.70 1293 8.40 11000 2582 972 3.41 '88 3.60 1005 3.80 1022 3.98 1040 430 1074 4.81 1109 5.24 1138 5.85 1166 6.35 1193 6.80 1252 7.87 1302 8.85 1350 9.73 12000 2817 1052 9.40" 1067 452 1082 4.70 1102 4.93 1121 5.28 1150 5.85 1178 630 1213 6.88 1238 7.50 1264 8.00 1320 9.05 1365 103 1412 11.2 13000 3052 113x/5.45 1145 5.60 1160 5.74 1180 6.00 1198 6.42 1229 7.02 1253 752 1282 8.15 1305 8.75 1332 9.25 1390 10.5 1430 11.8 1477 12.8 14000 3286/ .1f10 655 1222 6.73 1238 6.95 1256 7.29 1275 7.66 1307 835 1330 8.90 1355 958 1382 103 1405 10.8 1460 12.1 1495 135 1540 14.6 Performance shown is for Type B - Free Inlet, Ducted Outlet. Power rating (BHP) does not include drive losses. Performance ratings do not include the effects of appurtenances in the airstream. 91Z0 Central Type 11 Centrifugal Blowers available as aU.L Listed for cease Removal NL762) Central Blower Co. certified that the Backward Inclined Blowers shown here -in are licensed to bear the AMCA Seal.The ratings shown are based on tests and procedures performed in accordance with AMCA Publication 211 and comply with the requirements of the AMCA Certified Ratings Program. Central Blower Catalog • Page 9 WEATHER HOOD STANDARD CENTRAL BLOWER CO. 211 S. 7TH AVE. CITY OF INDUSTRY, CA 91746 (626) 330-3182 FAX (626) 330-9406 www.centralblower.com BACKWARD INCLINED UPBLAST DISCHARGE RESTAURANT UTILITY SET cmvn eetulra aWatedfor ULlh Gonne liemond 011362) DRAIN FITTING Cenod Blower[scattj: rho the ICent Wasnarrs 0.0•RI 011 nodes thfogall.li In Sonnet! to Sem the asiCn Sea The moot shoran ale bated on tats and toxewa ocrlaneed to accordance rolth ANVI PbeYatkn 2t end coon* Mitt the reounereents a1 AMU Ce.,aed Radon, Pow.. CLEAN OUT DDDR 1 R i - MODEL Wpm L A B C TITLE: E G H PHASE I J K L M N P Q R SHAFT 12 BI 12 1/4 13 1/8 9 13/16 24 1/16 14 5/8 3 11/16 16 1 3/4 11 1/2 13 29 11 3/4 21 3/4 7/16 22 5/8 11 1 15 BI 15 16 1/8 12 29 1/8 17 5/8 4 1/4 19 2 12 1/2 15 7/8 32 14 1/8 26 1/4 9/16 27 5/8 _ 14 1 18 BI 18 1/4 19 9/16 14 5/8 35 1/2 21 1/2 5 1/4 22 5/8 2 15 5/16 19 5/16 38 1/8 16 7/8 31 7/8 9/16 33 5/8 18 1 3/16 20 BI 20 21 7/16 15 15/16 38 7/8 23 1/2 5 23/32 22 5/8 2 3/16 15 5/16 21 3/16 39 7/16 18 3/16 33 7/8 9/16 36 7/8 22 5/8 1 3/16 22 BI 22 1/4 23 13/16 17 13/16 42 7/8 25 7/8 6 1/16 26 1/8 2 1/4 16 1/2 23 1/2 43 15/16 20 1/8 37 15/16 9/16 40 15/16 20 1 3/16 24 81 24 1/2 26 3/16 19 5/8 49 9/16 27 7/8 6 1/8 26 1/8 2 1/4 16 1/2 25 7/8 45 1/16 21 15/16 39 15/16 9/16 45 15/16 26 1/8 1 3/16 27 BI 27 29 21 5/8 52 31 1/4 7 1/4 30 3/8 2 1/4 18 3/8 28 9/16 49 1/8 24 1/4 27/32 9/16 49 13/16 24 1 7/16 30 BI 30 32 3/16 24 59 1/4 36 1/4 9 1/2 39 2 20 11/16 31 1/2 58 26 15/16 _45 54 1/4 9/16 55 1/2 a 39 1 11/16 36 BI 36 1/2 39 1/8 29 3/16 71 3/8 43 7/8 11 3/8 47 2 22 7/8 38 5/8 70 31 9/16 65 7/8 9/16 67 3/16 47 1 15/16 PROJECT: ENGINEER: CERTIFIED BY: LOCATION: CONTRACTOR: TITLE: ARCHITECT: HP DATE: ITEM MNOEL QTY. CFM O.V. SP RPM HP VOLT PHASE CYCLE ARRNG. WGT. ACCES. & REMARKS /'t — Z41(15-4 0- 6 0 /77c7 /-5-- 97g 3 4160 3 ao u� UNIVERSAL REFMGERATION HEAIIK6 & AIR cIww(601ug6 Heating Air Conditioning Refrigeration Contractor's License # UNIVERI'159RF - Oregon -License # - 160248. City of Tukwila Department of Community Development 5/22/13 6,-1F; ;:1u MAY2 2 2013 PE, - RE:: Response letter for Sahale Snacks Correction Letter #1, Mechanical Permit Application #M13-086 To whom it may concern; I amwriting this letter in response. to the correction leiter provided. If you have any questions or need additional information please do not hesitate to contact me. Responses: I have included a stamped letter from a3party mechanical engineering firm, Franklin Engineering, who has reviewed and approved our design: Please. "see add M -D drawing which shows the support detailsfor the indoor refrigeration equipment. The proposed refrigeration systems utiliied for this project is R -407C. Per table 1103.1 of the 2009. IMC we are allowed up to 17 pounds of refrigerant per 1000 -cubic feet of room volume., Please see below for calculations showing. maximum quantities of refrigerant per room: Room 122 and 120 are the same size,, calculation is for each room: Room Iength133') x width (19') x height (16.5') = 10,345 cubic feet (volume) 10,345/1000=10.34 x 17 (maximum pounds of refrigerant allowed per 1000 cubic feet) =•175:78 -.pounds Maximum amount of ,refrigerant; allowed per, room=175.78.. Actual amount for Room 122: 118 pounds of_R-407C • Actual amount for room 120: 84 pounds of R -407C • Note regarding Section 1104:2.2- According to section 1104:2 we are not,required to comply with section 1104.2.1 and 1104.2.2"or the possible exceptions as we are not exceeding the amounts shown in Table 1103.1. ry:T' Galvin Universal Refrigeration P.O. Box 614 • 4102 "B" Plebe N.W. • Auburn, WA 98071 Seattle (253) 839-2126 •Tacoma: (253)' 922=3141 • Auburn: (253) 939-550i • Fax: (253) 735-3432 May 21, 2013 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Bryan Galvin Universal Refrigeration 4102 B P1 NW Auburn, WA 98001 RE: Correction Letter #1 Mechanical Permit Application Number M13-086 Sahale — 3411 S 120 P1 Dear Mr. Galvin, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire Department has no comments. Building Department: Dave Larson at 206 431-3678 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File No. M13-086 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: May 13, 2013 Project Name: Sahale Snacks Permit # M13-086 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36. Please submit all plans on the same size paper. Revised plans need to be the same size as originally submitted). (If applicable) Structural Drawings and structural calculation sheets shall be stamped and signed. 1. The plans need to be stamped by a mechanical engineer licensed in the State of Washington. 2. Please provide installation details for the indoor refrigeration equipment, EC -1A, 1B, 2 and 3. 3. Please provide calcs to show compliance with allowable quantities of refrigerant as related to table 1103.1 and also see section 1104.2.2 for industrial occupancies. Revise the plans as necessary to comply with these sections or justify that these provisions are not needed. Site code sections applicable. Should there be questions concerning the above information please contact the Building Division at 206-431-3670. *EMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: M13-086 DATE: 05/22/13 PROJECT NAME: SAHALE SNACKS SITE ADDRESS: 3411 S 120 PL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Buu ilaing Division Fire Prevention Planning Division Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete tKi Comments: Incomplete ❑ DUE DATE: 05/23/13 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUESITHURS ROUTING: Please Route Y p Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 06/20/13 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: • PLAN REVIEW ROU ING SLIP PE I: Cot ACTIVITY NUMBER: M13-086 PROJECT NAME: SAHALE SNACKS SITE ADDRESS: 3411 S 120 PL X Original Plan Submittal Response to Correction Letter # DATE: 05-07-13 Response to Incomplete Letter # Revision # After Permit Issued DEPA'TMEN S: B i din: Di4ision Public Works ❑ Fire Prevention Structural n Planning Division Permit Coordinator • DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-09-13 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUESITHURS ROUTING: Please Route1)tjStructural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06-06-13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) �X Notation: , v REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED:\1J Departments issued corrections: Bldg 1( Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 51221 l ?J Plan ChecWPermit Number: M I. " 0 e �o O Response to Incomplete Letter # Br -Response to Correction Letter.# ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ,p,..tex.t.... Avvexe,ct.,5 /� Project Address: 3 L% 60 v I ZO tI Pc , lu lk w 8 (a , l/J A Contact Person: � .*f&4 l Got ( tkj' Phone Number: ZS' 3 - R 3,- 5-5-01 Summary of Revision: P(taSt. _'dee I NJu&J re-spot/ice. (e *e' ReCEIVED •tTv op Ttpetigk A MAY 2 2 2013 t'ERMIT CENTER Sheet Number(s): — "Cloud" or highlight all a"reas'of revisionincludiiig date of revision Received at the City of Tukwila Permit Center by: fid Entered in Permits Plus on H: Applications\Fonns-Applications On Line \2010 Applications\7-2010 - Revision Submittal.doc Created: 8-13-2004 Revised: 7-2010 � J . ..•.t, ....... • Contractors or Tradespeople titer 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 Phone Address Suite/Apt. City State Zip County Business Type Parent Company UNIVERSAL REFRIGERATION INC 2539395501 Po Box 614 Auburn WA 980710614 King Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 600599723 Active UNIVERI159RF Construction Contractor 12/6/1985 4/1/2014 Commercial/Industrial/ Refrig Unused Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status UNIVERIOOOBOUNIVERSAL REFRIGERATION INC Electrical Contractor Hvac/RfrgLtd Energy Unused 1/20/2000 1/20/2014 Active Business Owner Information Name Role Effective Date Expiration Date GATES, CHRISTOPHER A President 03/29/2012 Amount GALVIN, BRYAN S Vice President 03/29/2012 01CG749762-9 RAEDER, STEVEN C President 01/01/1980 03/29/2012 VERNON,GUYE 03/18/2013 01/01/1980 01/01/1980 JACKSON, SHELDON G 04/01/2012 01/01/1980 01/01/1980 OSENBAUGH, CHARLES R $1,000,000.00 01/01/1980 01/01/1980 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 AMERICAN STATES INS CO EX903622 12/06/2001 Until Cancelled $6,000.00 03/18/2002 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 27 American States Insurance Co 01CG749762-9 04/01/2013 04/01/2014 $1,000,000.00 03/18/2013 26 American States Insurance Co 01CG749762-8 04/01/2012 04/01/2013 $1,000,000.00 03/20/2012 25 American States Insurance Co 01CG7497627 04/01/2010 04/01/2012 $1,000,000.00 03/07/2011 24 AMERICAN STATES INS CO 01CG7497625 04/01/2009 04/01/2010 $1,000,000.00 03/09/2009 23 AMERICAN STATES INS CO 01CG7497624 04/01/2008 04/01/2009 $1,000,000.00 03/11/2008 22 FIRST NAT'L INS CO OF AMERICA 01CG7497623 04/01/2007 04/01/2008 $1,000,000.00 03/01/2007 httns://fortress.wa. a ov/lni/bbin/Print.asnx 05/29/2013 RRFLE - AIR CONDITIONING - HEAT PUMPS - REFRIGERATION- CONTRACTOR'S LICENSE NUMBER: AUBURN: < (253) 939-5501 SEATTLE: (253) 839-2126 1111111111111 If�ll!liil III; IIIIHIIIIIIIIUI111011111111111111111111 NMI MEI TACOMA: ' ' (253) 922-3141 FAX: (253) 735-3432 P.O. BOX 614 -AUBURN, WASHINGTON 98071 °UNIVERSAL REFRIGERATION DRAWING -2001 PERMIT ISSUE co T FILE COP, Permit Na. . approval is sub to �iAt! review8� *p'roval of construction docu the violat of SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical EIectrncai. fat Plumbing' E Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to Dior scope of work without prior approval of Tukwila Building Division. NOTA revisions will require a new plan submittal and may include additional plan review fees, RECEIVED CITU` OF TUKWILA' MAY 2 2: 201 . PERMIT CENTER • PRINT/PLOT DATE:`. 4/24/13 SHEET NUMBER: NOTE: These plans are diagrammatical only. Please verify all dimensions at job site. GAS PIPING REGULATOR DETAIL 409.4 MP REGULATOR VALVES A LISTED SHUTOFF VALVE SHALL BE INSTALLED IMMEDITELY AHEAD OF EACH MP REGULATOR 409.5 APPLIANCE SHUTOFF VALVE OR 409.5.3 P LIAN E SHALL BE PROVIDED WITH A SHUTOFF VALVE IN ACCORDANCE WITH SECTION 409.5.1,409.5.0, EACH A P C DUE DIAPHRAGM FAILURE I CRITICAL. ESCAPEMENT TO S C T THE AMOUNT OF GAS SC LIMITING 3 VENT LIMITERS ARE DESIGNED FOR USE INDOORS AND IN SPACES WHERE VENT LIMITERS ARE NOT TO BE USED OUTDOORS IF THEY ARE EXPOSED TO THE ENVIRONMENT. 13A15 VENT PROTECTOR IS AVAILABLE FOR OUTDOOR USE WHEN VENT, PROTECTION IS REQUIRED. 411.1.6 UNIONS A UNION FITTING SHALL BE PROVIDED FOR APPLIANCES CONNECTED BY RIGID METALLIC PIPE. SUCH UNIONS SHALL BE ACCESSIBLE AND LOCATED WITHIN 6 FEET (1829 MM) OF THE APPLIANCE. 410.1 PRESSURE REGULATORS A LINE PRESSURE REGULATOR SHALL BE INSTALLED WHERE THE APPLIANCE IS DESIGNED TO OPERATE AT A LOWER PRESSURE THAN THE SUPPLY PRESSURE. LINE PRESSURE GAS REGULATORS SHALL BE LISTED AS COMPLYING WITH ANSIZ21.80. ACCESS SHALL BE PROVIDED TO PRESSURE REGULATORS. PRESSURE REGULATORS-SHALLBE PROTECTED FROM PHYSICAL DAMAGE. REGULATORSINSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE APPROVED FOR OUDOOR INSTALLATION. TEEA FITTING WITH ONE OPENING CAPPED OR PLUGGED SHALL BE INSTALLED BETWEEN THE MP REGULATOR AND ITS UPSTREAM SHUTOFF VALVE. SUCH TEE. SERVE AS A SEDIMENT TRAP. THECONNECTION OF A PRESSURE -MEASURING INSTRUMENT AND TO FITTING SHALL BE POSITIONED TO ALLOW I A TEE FITTING WITH ONE OPENING CAPPED OR PLUGGED SHALL BE INSTALLED NOT LESS THAN 10 PIPE DIAMETERS DOWNSTREAM OF THE MP REGULATOR OUTLET. SUCH TEE FITTING. SHALL BE POSITIONED TO ALLOW THE CONNECTION OF A PRESSURE -MEASURING INSTRUMENT. R�O.F:'MOUNTED.....:DEHUMIDIFIC:.ATION1JNr Si DH -1:: DH -2 MUNTERS MUNTERS HCD-2250-EA-SFB-2 • AREA OF SERVICE VOLTAGE/PHASE MCA MOCP ROOM 122 2,250 300 .. 460/3: TBD TBD`:; 1,442 LBS: CD-2250-EA-SFB-2 ROOM 120 2,250 300 460/3 TBD TBD .,... 1,442 LBS. '. IN�OLOR:REFRIGE:R4.TiON,EQUIPM E'N HEDULE EC -1 A,1 B EC -2,3 KEEP RITE KMP368MA-S4A ROOM 120 HP PER FAN HEATER AMPS (3) .33' 460/1 (3).9 349 LBS.. KEEP RITE`: KMP488MA-S4A' :. ROOM 122 (4) .33 460/1 (4) 9 433 LBS. ROOF -MOUNTED REFRIGERATION EQUIPMENT SCHEDULE REFRIGERANT TYPE, QUALITY 1,005 LBS. CU -1 KEEP RITE KESB200H8-HT4B R -407C 84 LBS. 20`, 460/3 51.0`; 80 CU -2,3 KEEP RITE KESB120H8-HT46' R -407C 59 LBS. 12' 460/3 32.9`:. 50 805 LBS. EF -1,2 :'.CENTRAL BLOWER 24 BI 6,000 1.5 3 HP VFD 460/3 SEE PLANS MECHANICAL MEZZANINE NOTE These plans are diagrammatical only. Please verify all dimensions at job site. HVAC ABBREVIATIONS AFF' BDD BTUH CD ABOVE FINISHED FLOOR BACKDRAFT DAMPER BRITISH THERMAL UNIT PER HOUR CEILING DIFFUSER CFM CUBIC FEET PER MINUTE DB DECIBEL DEG `: DEGREE DH DUCT HEATER DN DOWN EA EXHAUST AIR EER ENERGY EFFICIENCY RATIO EG EXHAUST GRILLE ESP EXTERNAL STATIC PRESSURE EWT ENTERING WATER TEMPERATURE EXH EXHAUST FCU FAN COIL UNIT FD '` FIRE DAMPER, FLOOR DRAIN FPM FEET PER MINUTE FSD FIRE AND SMOKE DAMPER GA GAUGE GF GAS FURNACE: GPM GALLONS PER MINUTE GRD GRILLE, REGISTER, DIFFUSER GWB GYPSUM WALLBOARD HP HORSEPOWER, HEAT PUMP ID INSIDE DIMENSION TRH . INFRARED HEATER KW KILOWATT MBH THOUSAND BTU PER HOUR MCD MOTORIZED CONTROL DAMPER NC NOISE CRITERIA NIC NOT IN CONTRACT NTS NOT TO SCALE OBD OPPOSED BLADE DAMPER OC ON CENTER ON D OUTSIDE DIMENSION OR DIAMETER OSA PD' RPM RA RAG SA SG SP. SSG TBD TG TYP VAV VFD VTR WT OUTSIDE AIR PRESSURE DROP REVOLUTIONS PER MINUTE RETURN AIR RETURN AIR GRILLE SUPPLY AIR SUPPLY GRILLE STATIC PRESSURE SIDEWALL SUPPLY GRILLE TO BE DETERMINED TRANSFER GRILLE TYPICAL VARIABLE AIR VOLUME VARIABLE FREQUENCY DRIVE VENT TO ROOF VARIABLE VOLUME AND TEMPERATURE HVAC LEGEND INLINE EXHAUST FAN(S) ROOFTOP EXHAUST FAN; SIDEWALL EXHAUST FAN VAV FAN BOX HVAC NOTES DUCT INSULATION SHALL MEET REQUIREMENTS OF SECTION 1414.2 OF THE 2009 WSEC AND TABLE 14-5. 2. SMOKE DETECTOR(S) INSTALLED IN MAIN RETURN AIR DUCTS PER SECTION 606 OF THE 2009 IMC. HVAC SMOKE DUCT DETECTORS SHALL SHUT DOWN POWER TO THE UNIT UPON ACTIVATION AND A "SUPERVISORY" ZONE SHALL BE INITIATED AT FIRE ALARM PANEL UPON SMOKE DUCT DETECTOR ACTIVATION. IMC SECTION 606.2.1. 3. DUCTWORK-MAINTRUNK IS R-4.2 IN CONDITIONED SPACES AND R-8 IN UNCONDITIONED SPACES AS PER THE WSEC. 4 ALL SINGLE PACKAGE HVAC UNITS SHALL BE INSTALLED WITH ECONOMIZERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS PER I.M.C. 2009, SECTION 403, CHAPTER 6, CEILING EXHAUST FAN i I : I I AND SHALL OPERATE, PER W.S.E.C. 2009, SECTION 1413. 5. EQUIPMENT INSTALLATION INSTRUCTIONS TO BE ON-SITE FOR INSPECTIONS. 6.:ALL HVAC EQPM. TO BE LABELED TO THE SPACE SERVED. VVT DAMPER 7. DUCTS TO BE SUPPORTED AT EACH DIRECTION CHANGE. VERTICAL AT 12'-0" MAX., HORIZONTAL AT 10'-0" MAX. WITH STRAP, OR 8'-0" MAX. F TRAPEZE SUPPORT. THERMOSTAT 8.: THERMOSTAT TO BE SEVEN-DAY TYPE AND HAVE NIGHT SETBACK WITH 5 DEGREE DEADBAND. 9. THE HVAC INSTALLATION SHALL BE COMPLETE WHEN ALL SECTIONS OF 1416 WSEC HAVE BEEN SATISFIED. THIS SHALL INCLUDE AS -BUILT DRAWINGS, SUBMITTALS, 0&M MANUALS, SYSTEM BALANCE REPORT, AND A COMM- ISSIONING OMM ISSIONING REPORT. 10. DUCT SEALING SHALLEET REQUIREMENTS OF WSEC 1414.1. DUCT WORK WHICH IS DESIGNATED TO OPERATE HARDLID SUPPLY DIFFUSER AT PRESSURES B E 2" WE COLUMN A OV 1/A WATER CO UMN STATIC PRESSURE SHALL BE SEALED AS FOLLOWS: 1. STATIC PRESSURE 1/2 INCH TO 3 INCHES: SEAL ALL TRANSVERSE JOINTS AND LONGITUDINAL SEAMS. SPIRAL LOCK SEAMS IN ROUND AND FLAT OVAL DUCT WORK DO NOT REQDIRE SEALING;HOWEVER, OTHER SEAMS SHALL BE SEALED. FIRE SMOKE DAMPER ! 2. STATIC PRESSURE ABOVE 3 INCHES: SEAL ALL. TRANSVERSE JOINTS, LONGITUDINAL SEAMS AND DUCT WALL PENETRATIONS. 11: NREC FORMS, DUCTING PLANS (BALANCING FEATURES), AS WELL AS VIAQ INFORMATION IS REQUIRED ALONG WITH A. MECH. PERMIT AT THE`TIME OF THE TENANT IMPROVEMENT PERMIT. 12. PIPING INSULATION SHALL MEET THE REQUIREMENTS OF 1415 OF THE WSEC: GAS METER ZD12 X T -BAR SUPPLY DIFFUSER r1 Ox10 CD\ \300CFM-10"0/ T -BAR RETURN GRILLE HARDLID RETURN GRILLE FIRE DAMPER VOLUME DAMPER SMOKE DETECTOR FLEXIBLE DUCT SA/RA':. ROUND DUCT UP ROUND DUCT DOWN', DIFFUSER TAG REVIEWED FOR CODE COMPLIANCE APPROVED MAY 242013 City of Tukwila BUILDING` DIVISION TABLE 14-6 1,11115 91 PWE INSULATION (INCHES) FU80 DESIGN OPERATING TEPP. RANGE 'F.. . �,.. 1 1. 'ri"','r •71'r '.3,1' '7 In" TEMP. 'F (M1.) • 2 <1-1/2 to <4 4to<6 HEATING- S1'STBIS SIVA STEAM COIDDISAIE AND HOT WATER 2350 0.32-0.34 250 3.0 . 3.5 3.5 4.5 4.5 251-350 0.29-0.32: 200 2.0 3.0 2.5 3.5 3.5 201-250 0.27-0.30 150 2.0 2.0 2.5 2.5 2.5 141-200 0.25-0.29 125 1.5 1.5 1.5 2.0 2.0 105-140 0.22-0.28 :.. 100 1.0 1.0 1.5 1.5 1.5 DO(E511CcouMIO HOT WATER - - 21050 22-0 28 I 1 (CICIIOUIUEOG WATER ERINE AND REFRIOERAIIII CO 1' 1,0 1.0 1 1.5 ,,: 1.5 1 1.5 40-50 0-0 00 1.010 0.22-0.28 100 1.0 : 1.5 1.5 1.5 1.5 1.5 1.5 2.0: 2. PPM INSULATION NOT REOUMED B EIWEER CONIROL VALVE AND COL ON RUNOUTS WHEN CONTROL VALVE IS LOCATED WITHIN 4 FEET OF COL AID PIPE SID: IS < 1' SCOPE OF WORK JOB #13093 1. INSTALL (3) REFRIGERATION SYSTEMS 2. INSTALL (2) DEHUMIDIFICATION SYSTEMS 3. INSTALL (2) NEW EHXAUST.FANS. 4. REVISE (2) EXISTING MAKE UP AIR SYSTEMS. 5. REVISE (1)'EXISTING EXHAUST SYSTEM 6. INSTALL GAS PIPING FOR`(2) WATER HEATERS RECEIVED CITY OF TUKWILA MAY.07;2013 PERMIT CENTER U IVERSAL REFRIGERATION - AIR CONDITIONING - HEAT PUMPS REFRIGERATION CONTRACTOR'S LICENSE NUMBER: UNIVERI 159RF AUBURN: ';(253) 939-5501. TACOMA: (253) 922-3141 SEATTLE : (253) 839-2126: FAX (253) 735-3432 P.O. BOX 614 AUBURN, WASHINGTON 98071 ()UNIVERSAL REFRIGERATION DRAWING -2001 PERMIT ISSUE CO 77. LO 0 • r k RS' L REFRIOIRATIQN. AIR CONDITIONING = HEAT PUMPS - REFRIGERATION CONTRACTOR'S LICENSE NUMBER: AUBURN: (253) 939-5501 TACOMA (253) 9224141 SEATTLE:' ' (253) 839-2128. FAX. + (253) 7354432 P.O. BOX 614 AUBURN; WASHINGTON 98071 °UNIVERSAL REFRIGERATION DRAWING -2001 UNIVERI 159RF PERMIT ISSUE T /81'0 LI P D LINE BING CONTRACTOR 1.3/8"0 TION LINES (TO EC -1A AND EC -1 7/8"0 REFRIGERANT :RECEIVED.. CITY OF TUK ILA MAY 072013 PERMIT CENTS NOTE: Theseplans are diagrammatical only. Please verify all dimensions at job site. USE EXISTING 1,90 EHAUST FAN ON EQF 600 CFM 18x18 CD' 1,500 CFM -16"0. 15000 M�16°0 18 1.8- D 1500 CF 6"0 18x18 CD 1-500-CFM.1614 "18x18 CD 4501GFM-1610 : -2-2 I 114x14 CD 600 CFM -12"0 :x CD 1,500- FM 6u0 14x14' CD 600 CFM -12"0 250,000 TU WATER HEATERS UMBING q�. !NOB OTI4 REUSE EXISTING 1,200 CF EXHAUST FAN ON EQPM. M ZZ. NOTE: These plans are diagrarnrnatical only. Please verify all dimensions at job site. VENTILATION/GAS PIPING PLAN SCALE: 1/8" = 11-0 INSTALL NEW"WAtt`OUV� (USE EXISTING PENETRATIO RECEIVED CITY OF TUKWILA MAY 0 7 2013 PERMIT CENTER U f YERS -.RRFRIORRATION. - AIR CONDITIONING - HEAT PUMPS REFRIGERATION CONTRACTOR'S LICENSE NUMBER: UNIVERI 159RF AUBURN: (253) 939-5501 TACOMA: (253) 922-3141 SEATTLE: (253) 839-2128. FAX: (253) 735-3432 P.O. BOX 614 AUBURN, WASHINGTON 98071 ©UNIVERSAL REFRIGERATION DRAWING -2001 PERMIT ISSUE. m wn r 0 1 i S L . VAPO REFRIOR - AIR CONDITIONING - HEAT PUMPS - REFRIGERATION CONTRACTOR'S LICENSE NUMBER.UNIVERI 159RF AUBURN: (253) 939-5501'. TACOMA:' ` (253) 922-3141 SEATTLE: (253) 839=2126. FAX (253) 735-3432 P.O. BOX 614 - AUBURN, WASHINGTON 98071 ©UNIVERSAL REFRIGERATION DRAWING -2001'. 4/25/13 !PERMIT ISSUE T OUTSIDE AIR H 4x3E:P.00ESS C 1 OUTSIDE AIR HOO 20"0 DN THROUG REVIEWED FOR CODE COMPLIANCE APPROVED MAY 242013 RECEIVED CITY OF TUK.�dNI� A MAY 072013 PERMIT CENTER NOTE: These plans are diagrammatical only. Please verify all dimensions at job site.