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HomeMy WebLinkAboutPermit M14-0064 - SAHALE SNACKS - REFRIGERATION SYSTEMSAHALE SNACKS 3411 S 120 PL EXPIRED 11/24/2014 M14-0064 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov MECHANICAL PERMIT 1023049069 Permit Number: M14-0064 3411 S 120 PL 100 Project Name: SAHALE SNACKS Issue Date: 3/31/2014 Permit Expires On: 9/27/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: SABEY CORPORATION 12201 TUKWILA INTL BLVD 4THFL, SEATTLE, WA, 98168 BRYAN GALVIN 4102 B PL NW , AUBURN, WA, 98001 UNIVERSAL REFRIGERATION INC 4102 B PLACE NW P.O. BOX 614, AUBURN, WA, 98001 UIVRI159RF Phone: (253) 939-5501 Phone: (253) 939-5501 Expiration Date: 4/1/2014 DESCRIPTION OF WORK: INSTALL (1) REFIRGERATION SYSTEM TO INCLUDE (1) ROOF MOUNTED CONDENSING UNIT AND (2) CEILING HUNG EVAPORATOR COILS WITH ALL NECESSARY REFIGERATION PIPING TO COMPLETE SYTEM Valuation of Work: $36,592.00 Type of Work: NEW Fuel type: Fees Collected: $677.04 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: 125 Sewer Distric: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: Permit Center Authorized Signature: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: Date -1)— 2012 2012 2012 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signat Print Name: Date: g-3j-ZU/y. This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 4: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 6: All construction shall be done in conformance with the Washington State Building Code and the 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: 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). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 10: 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. 11: ***MECHANICAL PERMIT CONDITIONS*** 12: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 13: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1800 MECHANICAL FINAL 0609 PIPE/DUCT INSULATION 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov • Mechanical Permit No. M t q' d Q Co Project No. Date Application Accepted: 1 q._ l L. f Date Application Expires: (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 /� King Co Assessor's Tax No.: (O Z 30' f — 7061 Site Address: 3g11 J`i /20A P% - /DO Suite Number: OD Floor: Tenant Name: `tales - hopo'J• New Tenant: ❑ Yes ER. —.No PROPERTY OWNER Name:.. "4, b-eA4 ..6.700v., R 704•. Address: / Zz...I:, ( '-'k Yct / i t( /1 _, 4 City: State: um. Zip: 0B/66 CONTACT PERSON — person receiving all communication /-- project Name: Shane Heath Chuck ryanfl/lt '�� Address: 4102 B P1 NW City: Auburn State: WA Zip: 98001 Phone: (253) 939-5501 Fax: (253) 735-3432 Email: bi^iN Cl @universalrefrig.com 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.: UNIVERI 159RF Exp Date: 04/01/2014 Tukwila Business License No.: BUS-0993124 eft,Valuation of project (contractor's bid price): $ 6(,�7�9- Describe the scope of work in detail:(,) 0 Y / ) "l00 fr? t- c v� S 44 c1 l .1 " ilel (z) c' c� i ( / C✓ Ct ` C CD / // 14/( q ( � � c 5 f�P �^ 1, � �i U�� � / t7 P�l�� `_ 'C7Z''f /r 7� Use: Residential: New ❑ Replacement XCommercial: New ❑ Replacement Fuel Type: Electric ❑ Gas ❑ ❑ /5Ce Other: H:WpplicationsWoms-Applications On Line \2011 Applications\Mechanical 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 Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct 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 Boiler/Compressor Qty 0-3 hp/I00,000 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 PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Date: 3 - i9 zo/v Print Name: J�1ry Aeschlimann Day Telephone: (253) 939-5501 Mailing Address: 4102 B P1 NW Auburn WA 98001 City State Zip H:Wpplications\Forms-Applications On Line\2011 Applications Mechanical Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 2 Cash Register Receipt • City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT QUANTITY I PAID $677.04 M14-0064 Address: 3411 S 120 PL 100 Apn: 1023049069 $677.04 MECHANICAL $651.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 $32.50 PERMIT FEE R000.322.100.00.00 $488.30 PLAN CHECK FEE R000.322.102.00.00 $130.20 TECHNOLOGY FEE $26.04' TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R1530 R000.322.900.04.00 $26.04 $677.04 Date Paid: Wednesday, March 19, 2014 Paid By: UNIVERSAL REFRIGERATION Pay Method: CHECK 47905 Printed: Wednesday, March 19, 2014 2:50 PM 1 of 1 SYSTEMS INSPECTI014 NO. INSPECTION RECORD Retain a copy with permit 7,411-1-4,64 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: l411-Hil Si\-hieVc Type of Inspection: FiNA ., Address: 3 I l S R O Pi, Date Called: i kA,M IQ G Special Instructions: 0 A I 1 1I MP,4c( Date Wanted: r a.m.' Requester: I�(til1�!L/ Phone c 0 3 z0(1:5 % Approved per applicable codes. jCorrections required prior to approval. COMMENTS: ) \, i) 1-Q R A 44t o _ NA } \ N A\--- \-2 , - \3kctf ..- ( (i i r{.) ko N?c, Ins ector: Date: 7.3 —26— 11/ --iiREINSPECTION FEE SQUIRED. Prior �o next inspection, fee must be a pat 6300 Southcenter Blvd., Suite 1050. Calf to schedule reinspection. I( INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 M►'1-nod 9 Project: `-�A1-}A1 �(vtic iCS Type_ of Inspection: ReR 1G (7AAT; Mi Address 1 0.1 L rl O'rV\ Date Called: �-; Special Instructions: \ `.o-5 l' l `� Date Wanted; J,r)..` ��a"m" p:m. sArii4 L. Ph neNo •Approved per applicable codes. Corrections required prior to approval. COMMENTS: crvtAp iial� Insp e t r: Date fl T REINSPECTION FEE REQUIRED. Prior to next inspection; fee must be paid at 6300 Southcenter Blvd;Suite 100. Call to schedule reinspection. INSPECTION RECORD /-lJ Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-245.1 (kikt1-o Project;, , 3 A.. t ( SA14-L 5 Type of_Inspection: —VI A, to , A b Address: �- .14 t ( / 74 Pf -... Date Called: Special Instructions: Date Wanted: ff,, /� a.npr "`7 r`I~ �p.m. Requester: ri4A,k Phone oS 3— 1-cb ._Co -CS ElApproved per applicable codes. OCorrections required prior to approval. COMMENTS: Sri AJd Inspector: Cc&__vj t/—) REINSPECTION,FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: ` 4 OTTO ROSENAU & ASSOCIATES, INC. May 28, 2014 Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118-3216 USA EIVED Tel: (206) 725-4600 • Toll Free: (888) OTTO-4-US • Fax: (206) 723-2221 ,UN 0 3 2U01 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com '�'t FINAL REPORT City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188-2544 Project: Sahale Snacks Permit Number: M14-0064 Address: 3411 S. 120th Place, Tukwila Job Number: 13-0268 MMUNIIY. JELOPMENT We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: 1. Structural steel erection (welding ) 2. Anchor bolt installation via pull test Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Susan Rosenau-Moser Vice President SPECIAL INSPECTION & MATERIALS TESTING OPEN ISSUE LOG 0 r 10 Date Updated: 0 Z 0 c) N 0 E L 0 a Sahale Snacks — Phase 3 0 O 0_ Date Resolved 06/11/2013 Report #269930 Action Required (ie Reinspection/Engineer follow up) Re -inspection needed Re -inspection required. Remarks Angle ledgers not completed. Pending RFI to engineer, a subsequent inspection shall be scheduled. Dan Lake, Engineer of Record did not provide pull test requirement. Inspector(s) Ernest Leimkuhler Chad Kuebler, David Kay Report No. 269928 CO Lf) N 10 CO N Inspection Date CO r co CO 5/15/14 d C 2 Z r N Technical Responsibility: E 4-7 0 E 0 0 .N E a`) 0_ c 0_ a) 0 0 c 0 a) 0 • 4- O 05 r ca c a) 0 • Cr) 0 a 0 0) 0 0 0 0) U X a) a) y c (a -o a) 0 O O_ N O O O 0 • � a) o 0 a) in = a) c o • 0 w00 a) X X X a) 4-0 0 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 OTTO ROSENAU & ASSOCIATES, INC. Job Number: 13-0801 Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Report Number: RC275091 Permit Number: Project: Boeing - Bldg. 9-101 CTC/Dev Assembly 2/Zenith II Address: Bldg. 9-101/9-130, Tukwila Inspector(s): Gary Byrne Client: Address: Date: Dahlgren Industrial, Inc. PO Box 3515, Seattle 5/1/2014 -CE1VED JUN 03 2014 Y IA VI LUI'MENT Description/Location:. Inspected reinforcing steel and concrete placement for autoclave #6 relocation platform foundation and new tank pad outside door #W1. All reinforcing steel was inspected and found to be placed as per the approved project documents. Resteel Verified: Yes 5/1/2014 Gary Byrne (Grade 60) Mfg: Cascade Placement Data Supplier: CalPortland Mix Number: 3169 Slump Spec: 6"±1" W/C Ratio Spec: 0.42 Air Spec: N/A Total Yards: 24 Placed Via: Line Pump Consolidated: Yes Required Strength: 4000 psi at 28 days. Time Cubic Made Yards Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1-4 Design j Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Water Slump Added C 143 8:00 am 20.00 15 gal. 7" Actual ❑ 470# Type: I/11 1490# 1860# 3/8" 100# 240# 35 oz. ADVA 195, 20 oz. WRDA-64 Air% C 231 N/A Conc.Temp C 1064 67°F Batch Weights/Cubic Yard Slag (Ibs): Ambient Temp 64°F Truck Ticket No. No. 7345 916082 Weather: Clear Date Samples Picked Up: Slump Range: 6.5" Air % Range: N/A 5/1/2014 Initial Curing Method: ASTM C31, Exclude C31-12.1.5 Initial Curing Temp: ASTM C31, Exclude C31-10.1.2 Comments REINFORCING/PLACEMENT: Conforms: I Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Number Test Field Date Cure Age Size (Days) (in.) Area Weight Max Load Strength Fracture Type (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 1 5/8/14 7 4 x 8 12.69 8.9 70,100 2 5/29/14 28 4 x 8 12.69 8.94 93,270 3 5/29/14 28 4 x 8 12.69 8.92 4 5/29/14 28 4 x 8 12.69 8.91 5520 7350 94,810 7470 92,500 7290 * = Discarded Tested in general accordance to: ASTMC39 0 ASTMC617 ❑ ASTMC1231 ❑ Copies to: ❑ Client ❑ Engineer El Building Dept 0 Owner 0 Contractor 0 Batch Plant ❑ Architect 0 Others Technical Responsibility: a sen Project Manager Iter g This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN-62-04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION REPORT Job Number: /Z co78 Permit Number: /`i j4_ ex‘'y 285253 Date: s-5// Project: salve £ 4 !1e5 Address: ,3y,/ 7 /2474r /74. 24 Ab rikwrifr Inspector: CkGki,. Client: Engineer: Contractor: Inspection Performed (Please Check all that Apply) Steel Decking Structural Steel Fabrication Other (specify): .Tull eitaf . Structural Steel Erection Remarks ORA- Reps wete ©iS 746- pill - 4 4 64 s/*'' ` Were Ake; ,�,g •�-Lle,� [ vtio -P(vag- lib Mb/ csr/ef eee7e'ek Fj,& e VIee 11/0,&s, (y) u/e�e .A�cGlor-s tn�cfe a� E #t64-jl 01-nG4a"'6 6" Sati4-4, es-E WA- (( . -11 peirl9e iikeNc(n6►' :s Woe_ketd e ► 40 JOO /es. at.�.a6 !/slid Load Tor S rvi ; (.1es to 1a I line . Reference standards used: Conforms: Does Not Conform Work, In Progress:;' Is this a re -inspection? ❑ Yes Original inspection date: Inspected by: Start Time: /i'de /1-'"4'Finish Time: Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page of 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: INSP-63-07 (Rev 12/13) Page 1 of 1 Dwayne, in/ —O d y You will have to pull test the 5/8" Dia expansion anchors referenced in SSK-001b to 500# per anchor. This is a safe value that exceeds the expected demand Toad. Thank you Aaron Miller I Project Engineer —Structural Division = DCI (celebrating 25years') r roer UC.•esngane;w" war: EllGfrlEERS 818 Stewart Street, Suite 1000 • Seattle, WA 98101 P: 206.332.1900 • D: 206.787.8432 • C: 509.551.8413 seattle I portland I spokane I san diego I austin I irvine I eugene I san francisco 1 anchorage https://sbs.northwayinc.com/owa/?ae=Item&amp;a=Open&amp;t=IPM.Note&amp;id=Rg... 5/23/2014 i FRANKLIN ENGINEERING MECHANICAL CONSULTING • MEMO FILE COPY 625 4th Avenue Suite 202 Kirkland, WA 98033 TO: City of Tukwila Building Department FROM: DATE: RE: Frank Erwin March 10, 2014 Shale Snacks — Phase L-2: Manufacturing Improvements 3411 South 120th Place, Suite 100; Tukwila, WA f H 425 827-3324 FAX 425 827-6252 f rank@franklineng.com We have review the mechanical permit drawings dated 2/28/14 by Universal Refrigeration; Auburn, WA. The systems provide cooling of nuts using split system refrigeration units. All the systems have followed good industry standards of design and construction. The client has provided most of the siring and performance information on this project. To the best of our knowledge, we approved of these mechanical system designs for this application. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 City of Tukwila BUILDING DIVISION IA J-I%- 00&14 CITY T vEo UKWILA MAR 19 2014 PERMIT CENTER Page 1 of 1 FILE COPY Permit No. i f5 yx6 SEAM, (2) PI,AES AIoTIES : 1) /MN CHANNEL- 5TRuT To 3ot5T G.,/'/z"� 06 scut.) (,)fooc mAirtg J%L ac N 1•i='r1Z No.' n11N 1M UM , HSS S}-U'(,l 6E ASTM Asoo 131 STEEL AST to P36 MOT -TO -sc/'LE. Project Name: Sahale Snack M14-00194 DCI Project #: 14011-0117 EI-IGIfEERS 818 Stewart Street, Suite 1000 I Seattle, WA 198101 (206) 332-1900 By: AEM Sketch # SSK-001 a Date: 3/12/2014 Field Sketch: MECHANICAL UNIT SUPPORT - PARTIAL PLAN REVIEWED FOR CODE COMPLIANCE APPROVED MAR 26 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWIL MAR 19 2014 PERMIT CENTER Engineers Stamp: A G h: 1.'11 t. 4 2 O ‘n je yy x 3xo'-to'' wt{2)5/eHc1 T+tIZIA 8 ot_T5 SEC-11o(J A (3).,KGP.R powD posT PO. NI, BASE IEL3/8x4111xd-to,, LOCATE t,al(2) We" el, C-Y.P 861 r5 EITHER i 2'I Cv+9 rD SIi Of W ALL AS Recoo 3/i SE(.TioN 13, • T/(E) SLAS NOT -TO-SCA SEc-rtor l Q .)o\S r FEg ?LAN 1 SJmPsoN H1 CLIP BEAM PER F1J tMANNrL si 2u1` ?LAN 3/5n TFIRO Ran w/Nvl 4- W14012, / WALL- PER PLA N 612.0 tAT AS it644`a Iii!' Mkx \ —N • Mtc.k Uti1S s\k,n-Ct,ER3 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 26 2014 City of Tukwila BUILDING DIVISION Project Name: Sahale Snack Project #: 14011-0117 By: AEM Date: 3/12/2014 DCI Er1GII-IEERS 818 Stewart Street, Suite 1000 I Seattle, WA 198101 (206) 332-1900 Sketch # SSK-001 b Field Sketch: MECHANICAL UNIT SUPPORT - DETAIL Engineers Stamp: FILE COPY Permit No. op wi NATIEATN AIR CONDITIONINGONALRFRIGER CANADA IONACODRPili . 159 ROY BLVD, PO BOX 2020 CAB isigni it BRANiFORO, CANADA N3T 5YON6 KMP36SMA-S4A MEDIUM PROFILE EVAPORATOR PURCHASER : UNIVERSAL REFRIGERATION SUBMITTED BY : STEVE SNODGRASS PROJECT : KEsa200Na-2 -101P368MA YRSANALE SNACK a2 DATE : 27 Feb 2014 ORDER # : 03344.37148.01593-A00 ITEM # : 3 QUOTE # : Q27BMSSA-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, 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 • 6 FPI PRE -ASSEMBLED EVAP Sporlan TXV, LLSV,T-stat Emerson TXV, LLSV,T-stat EEV Kit - Sporlan EEV + Kelvin II EEV Kit - Emerson EEV + EX48 KE2 Demand Defrost w/Sporlan TXV KE2 Demand Defrost w/Sporlan EEV *KE2 Demand Defrost w/Sporlan TXV *KE2 Demand Defrost w/Sporan EEV KE2 Demand Defrost w/KE2 EEV *KE2 Demand Defrost w/KE2 EEV ADJUSTABLE T-STATS *Johnson A19ABC *Johnson A419ABC-1C *Danfoss Aux Sideport Connector CABINET FINISH Painted White Painted Black Stainless Steel CPC I10 BOARD SENSORS Coil Temp Sensor CODE COMPLIANCE APPROVED r MAR 2 6 2014 MODEL OPTIONS ( * = Shipped Loose ) DEMAND DEFROST ELECTRONIC CONTROLLER KE2 Therm - Demand Defrost *KE2 Therm - Demand Defrost Dual Circuit EXPANSION VALVE Sporlan TXV Emerson TXV Sporlan EEV Emerson EEV KE2 Therm EEV (less sens+trans) EEV SENSOR/TRANSDUCER BRAND _ CPC/Emerson KE2 Therm Other - Specify in Notes ELECTRONIC SH CONTROLLER FOR EEV *Sporlan Kelvin II EEV Controller *Emerson EEV Controller *Other EEV Controller- Specify MFR Model in Notes EVAPORATOR PRISON PACKAGE Tamper Proof Strews Export Crating COIL COATING ElectroFin Coating 1 FIN AND MATERIAL Gold Coat Fins Copper Fins Insulated Drain Pan KE2 THERM *SmartGate Router #20695 *8 Port Switch #20166 *CAT5e Shielded Cable - 50ft w/connectors *Contactor Kit - 50A #20217 _*Liquid / Suction Heat Exchanger LIQUID LINE SOLENOID VALVE Sporlan Emerson Dual Voltage Coil 120-230V Field Wired Nitrogen Charged and Sealed Room Thermostat *Room Thermostat Wire Fan Guards RECEIVED CITY OF TUKWILA MAR 1 9 2014 PERMIT CENTER VOLTAGE SYSTEM REFRIGERANT AIR FLOW EVAP. TEMP BOX TEMP CAPACITY Ceartgiogilia F'INVI N DISTRIBUTOR SUCTION 7/8 in 1 5/8 in R407C SOUND WEIGHT TYPE HEATERS 349 lb Qn 9720 CFM AMPS REC CAPACITY REF CHARGE 45 °F AMPS 2.7 14 Ib 60 °F CIRCUIT TOTAL WATTS MCAt 2.9 NOTES: t MCA.. Minimum Circuit Ampaclty, * MOP.. Maximum Overcurrent Protection 407C 15 TD APPROVED BY : M('fOO'i DATE: MOP* 15 APPROVALS 4Dp 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 5 OF 6 AIR159ROY CONDITIBLVDONINGPO BOX CA2020NADA CORP. Er e��0 NATIONAL REFRIGERATION AND , Order Item No: 3 KMP368MA-54A MEDIUM PROFILE EVAPORATOR BRANTFORD, ON REFRIBEMTIOMME 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 : 27 Feb 2014 PURCHASER : UNIVERSAL REFRIGERATION PROJECT : KE56200140-2-KMP36aMA URSAHALE SNACK 02 SUBMITTED BY : STEVE SNODGRASS Dimensions shown are for standard unit less options. DIMENSIONS DIMENSION A 118 1/4 in _ �' • .' . ' •' . • . . • "� . , •/ . • '/a• DIMENSION B 34 in s RDIMENSION 'DIMENSION C36 in gm D I � 0 ALL MODELS DIMENSION E 0 "' a D' j'1 ., AIR THROW DIMENSION Fwrii fl7 "� o APPROX. 75 FEET DIMENSION G 0 in 61 0 ', N. rs (23 METERS) DIMENSION H C C- 0 ?i M ' IN OPEN SPACE v , CONNECTIONS C o rn r - DISTRIBUTOR 7/8 in Cl) —ID ' -V 0 0 SUCTION 1 5/8 in O n •,, 3/4 NPT (14NP5) 11 7/8 DRAIN 3/4 in Z m , DRAIN CONNECTION (302) WATER (Ad (31b) ""' (1444 DISCHARGE MINIMUM CLEARANCE PAN LOOP HOT GAS SIDE PORT 4 HOT GAS INLET (118 4f 300 HOT GAS OUTLET " 3 3 a.' OTHER ($O6/}8j- (a3364) (8644} (914) SHIPPING WEIGHT 349 lb I i6t ( REFRIGERANT CHARGE 14 lb .--...ft Li Q o RECEIVER CAPACITY vi fg 9g FI4x K' n ti M E Ic OM APPROVALS TOP VIEW % I I ClaUS (2)II_ E� r �, II — �j NOTES: PAGE 6 OF 6 �cr KWR1II NATIONAL RCONDITIONING REFRIGERATIONCANADA AND AICORP. 159 ROY BLVD, PO BOX 2020 BRANTFORD,ON CANADA N3T 5Y6 KESB200H8-HT4B ES -LINE SEMI -HERMETIC CONDENSING UNITS -AIR PURCHASER : UNIVERSAL REFRIGERATION SUBMITTED BY : STEVE SNODGRASS PROJECT : 'MS11200148-2 a04P368NA URSAHALE SNACK *2 DATE : 27 Feb 2014 ORDER # : 03344.37148.01593-A00 ITEM # : 1 QUOTE # : Q27BMSSA-A ID # : PURCHASER'S PO # : TAGGING : • Copper tubing secured with cushion clamps • Crankcase heater • Fixed Flooded head pressure control (unless otherwise indicated) • 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 ME Ell 111111 1 PRE-ENGINEERED OPTION PACKAGE A - STD B C D E F G H EC COND. FAN MOTORS + SPEED CONTROLLER Less Flooding Valve Less Flooding Valve with Wind Guard With Flooding Valve LIMITROL+ HEAD PRESS CTRL SYSTEM Standard with Heated + Insulated Reclever with Htd Insul Rec + Wind Guard DEFROST FUSING - SHOW SET QTY Up to 3D Amps 35 Amps to 60 Amps Over 60 Amps ELECTRIC DEFROST KIT (TIMECLOCK 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 Circuit 30A Contactor 40A Contactor 60A Contactor ADIUSTABLE PRESSURE CONTROLS Johnson Dual with flex hose Separate High/Low with flex hose BALL VALVE *Liquid Line Liquid Line *Suction Une Suction Line VOLTAGE MODEL OPTIONS ( * = Shipped Loose ) CABINET FINISH OIL FAILURE CONTROL Painted Grey O Optical OLC-K1 CAPACITY CONTROL BYPASS OIL SEPARATOR HG Bypass to Evaporator Standard HG Bypass to Suction Une With Oil Filter and Solenoid CAPACITY CONTROL UNLOADING Oversized Receiver 1 Bank Unloading PHASE / VOLTAGE MONITOR Compressor Circuit Breaker 3-Lead Compressor Time Delay Relay 6-Lead (MotarSaver455) _CONDENSING UNIT PRISON PACKAGE Pump Down Toggle Switch — Tamper Proof Screws Receiver Inlet Ball Valve _ Crankcase Pressure Regulator Single Point Electrical Current Sensing Relay HOUSING MATERIAL .._ Discharge Air Hood Stainless Steel Discharge Line Check Valve Sub Coaling Circuit DISCONNECT SWITCH Split Condenser Fused SUCTION ACCUMULATOR Nan -Fused With Heat Exchanger Export Crating - Without Heat Exchanger Extended 4-Year Compressor Warranty SUCTION FILTER Extended Leg Kit Sealed Type COIL COATING Replaceable Care ElectroFin Coating TIME CLOCK Heresite Coating Paragon 8145 Style FIN AND MATERIAL *230V Paragon 8145 Style Gold Coat Fins *115V 1 H Copper Fins Hail Guard for Condenser Heated and Insulated Receiver Hoffmann Fan Speed Control Insulated Suction Line Limltrol+ LIQUID LINE FILTER + SIGHT GLASS Sealed Replaceable Liquid Line Lock -Out Relay LIQUID LINE SOLENOID VALVE *Standard 230V Coil *standard 115V Col SYSTEM REFRIGERANT RATING 1 1 1 1 Two Valv Wind Gua QaldtVac MANUAL 2 A419 T- 1 COND F EVAP FU COND 1 2 SUCTION TEMP L 1415.Sty'- 4 d' FIf'CIEVIL .IsTt pDE COMP CONT AT SHIP ACrj PRO Lr�{� ING iING MAR 2 6 2014 city of Tu "!, fit. AEA 460/3/60 R407C 20Hp 45 OF 85 OF 203800 BTUH FANS COMPRESSOR CIRCUIT TOTAL QTY POWER FLA/FAN TYPE QTY RLA LRA AMPS WATTS MCAt MOP* 2 1.7 4C2397SH-2NU-Y-2 1 32.1 176 35.5 43.5 70 LIQUID 7/8 in SOUND REC CAPACITY 84 Ib APPROVALS SUCTION 1 5/8 in WEIGHT 1005 Ib REF CHARGE NOTES: t MCA.. Minimum Circuit Ampacity, * MOP.. Maximum Overcurrent Protection MCA & MOP are for the condensing unit ONLY. Single point connections WILL show different on dataplate. LETS MAKE SURE WE HAVE A OILFAIL CONRTOL CE t©IS 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 3 OF 6 AIR CONDITIONING CANADA CORP. ���NATIONAL REFRIGERATION AND BLVD, PO BOX 2020 Order Item No: 1 KESB200H8-HT4B ES -LINE SEMI -HERMETIC CONDENSING UNITS -AIR BRANTFORD, ON BRANTFORD, INWHEMIREQAfl6Nilli 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 : 27 Feb 2014 PURCHASER : UNIVERSAL REFRIGERATION PROJECT : KES6286N8-2-KMP368MAUKSANALE SNACK#2 SUBMITTED BY : STEVE SNODGRASS Dimensions shown are for standard unit less options. - DIMENSIONS 0 .::T DIMENSION A 45 17/32 in �Hoco DIMENSION B 75 7/8 in F Cy . A .5 \ DIMENSION C 45 3/4 in 0 '"' \\ DIMENSION D 13 in Z O = .5 n m \� DIMENSION E -w Q DIMENSION F -I CM Q g M DIMENSION G 0 in 0 C N< 13 DIMENSION H o Ill:M i al CONNECTIONS i 0 �7 tt LIQUID 7/8 in jt Z m SUCTION 1 5/8 in DRAIN WATER ,-,_.j— - - - - DISCHARGE PAN LOOP r HOT GAS SIDE PORT HOT GAS INLET HOT GAS OUTLET A �' = = _ - = - ' ' {=' _ OTHER •• ?=__ ___ . __:__ =:!= SHIPPING WEIGHT 1005 lb == _— = 3 == REFRIGERANT CHARGE _ {_ i __ RECEIVER CAPACITY 84 lb .,• �":: , --- _ °o O 0 APPROVALS G _ ; ; L . (EMEA ® MOUNTING HOLES 3/4- �- C -3/4 415;18 a 7. 8 - 71 8 4IS/ '6 D B NOTES: PAGE 4 OF 6 STRUCTURAL ENGINEERS FILE COPY Engineers Northwest Inc., P.S. n........a,� 10,E SABEY INTERGATE EAST Building 1 — Sahale Snacks 3411 South 120th Place Tukwila, WA STRUCTURAL CALCULATIONS FOR MECHANICAL UNIT - CU-4 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 City of Tukwila BUILDING DIVISION tit ( 11%. 00 bq 2012 International Building Code March 11, 2014 ENW Project No. 0104301 ' 4 • RECEIVED CITY OF TUKWILA MAR 1 9 2014 PERMIT CENTER • 9725 Third Avenue NE . Seattle, WA 98115 • 206.525.7560 . fax 206.522.6698 www.engineersnw.com 4 5 0 • I* r' ( CU-4 (ON ROOF) 1- 8"0 SUCTION HEADER 1-3/8"0 SUCTION LINES (TO EC-4A AND EC-4B) 7/8"0 LIQUID LINE G 0 REFRIGERATION PLAN LU-Yf1 i w-tu i s T- • oeeeeeo 1 0 -co a b ;bZ „O-,OLI „£ bZ „£ ,bZ „£ -, bZ ~ „£ •,bZ N „£ ,bZ „Z/ L. N N. a x..7' 0 O o 0 o O N. co t0 3SN36 3SN30 3SN30 3SN30 3SN30 3SN30 3: 1 d'Obl cb ,, 1 d 0 bl+Ibs. I'd'0 blyb,I� 'e 0 et! Mb, `1'A.001.0, 1'd•0 bl•b` ,I. Al (13 0 al J W a u a to O 0 Br 0 0 O 0 8 a M t0 0 CB OI � O O 9IxZIM 9IxZIM ® 9IxZIM • 91xZIM _ __ .9 _ 3 O O CO t 4 8 O M x O O O 4) ♦B x • sr M 40 In N - J W 2 Q a M Y 4 0 O 0 O 0 0 O O M x zim 9I x 2IM O 03 9IxZIM 0 0 J b LL .. O Jp a� In X J O U N N cr W V co Oz x cv N DO to 2 G1 Z arnU 0 cv �w 0 O 0 93 O 0 O 0 O 0 63/4"x 27 03 63/4`x311/2u (13 c3 F4NW 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 561 C1 S )1 n ' 1 DATE SUBJECT�r�t�. ii`y�Y ' SHEET OF By )( ti Rev: 580004 User: KW-0606898, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Description Sahale Snacks - M1 Title : Dsgnr: Description : Scope : General Timber Beam { General Information 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 Full Length Uniform Loads Center Left Cantilever Right Cantilever Trapezoidal Loads #1 DL @ Left DL @ Right Summary DL DL DL 85.00 #/ft 85.00 #/ft Job # Date: 2:50PM, 3 MAY 13 c5 Page 1 sahalesnacks.ecw Calculations Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No.2 Fb Base Allow Fv Allow Fc Allow E 70.00 #/ft 70.00 #/ft 70.00 #/ft LL @ Left LL @ Right LL LL LL 8.00 ft Lu 1.00ft Lu 1.00ft Lu 900.0 psi 180.0 psi 625.0 psi 1,600.0 ksi #/ft #/ft #Ift 0.00 ft 0.00 ft 0.00 ft #/ft #/ft Start Loc End Loc 1.500 ft 8.000 ft 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 Max Stress Ratio 0.337 ; 1 Maximum Moment 1.2 k-ft Allowable 3.4 k-ft 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 at 4.080 ft -0.04 k-ft at 8.000 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 0.8 k 5.3 k @ Left 0.50 k @ Right 0.61 k Camber: @ Left 0.041 in @ Center 0.111 in @ Right 0.042 in 0.57 k Max 0.57 k 0.68 k Max 0.68 k Deflections Center Span... Deflection ...Location ...Length/Deft Camber ( using 1.5 * D. @ Center @ Left @ Right 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 Dead Load -0.074 in 4.040 ft 1,297.8 L. Deft) ... 0.111 in 0.041 in 0.042 in 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 Total Load -0.074 in 4.040 ft 1,297.76 Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Sxx 30.661 in3 Area 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 Dead Load Total Load 0.028 in 0.028 in 867.8 867.8 0.028 in 0.028 in 853.0 853.0 25.375 in2 Allowable fb 1,345.50 psi 1,345.50 psi 1,345.50 psi 0.57 k Bearing Length Req'd 0.263 in 0.68 k Bearing Length Req'd 0.310 in Rev: 580004 User. KW-0606898. Ver 5.8.0, I-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Description Sahale Snacks - M1 Title : Dsgnr: Description : Scope: Job # Date: 2:50PM, 3 MAY 13 General Timber Beam Page 2 sahalesnacks.ecw:Calculations Query Values M, V, & D @ Specified Locations Moment Deflection Shear Deflection @ Center Span Location = 0.00 ft -0.03 k-ft 0.50 k 0.0000 in @ Right Cant. Location = 0.00 ft -0.03 k-ft 0.50 k 0.0000 in @ Left Cant. Location = 0.00 ft -0.03 k-ft 0.50 k 0.0000 in 1! 3_ 11 _ 1u II I1N'%V ENGINEERS NORTHWEST, INC., P.S. ^ STRUCTURAL ENGINEERS PROJECT # SUBJECT 9725 THIRD Ave NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT c_, r\ R f--\ r.. J iv f_vc_v . > (� x *S7 , .°Rif y7'0Iz-L17\) r _ DATE • C� SHEET OF By 0 V.:. el ' 3r*, Title : Dsgnr: Description : Scope : Job # Date: 7:41AM, 11 MAR 14 Rev: 580004 User: KW-0606898, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software General Timber Beam Page 1 sahalesnacks.ecw:Calculations Description Sahale Snacks - Purlin - EP1 General Information Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Center Left Cantilever Right Cantilever 4x14 DL DL DL 3.500 in 13.250 in Sawn 1.150 Pin -Pin Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, Fb Base Allow Fv Allow Fc Allow E LL LL LL 23.50 ft Lu ft Lu ft Lu Select structural 1,500.0 psi 180.0 psi 625.0 psi 1,900.0 ksi #/ft #/ft #/ft 0.00 ft 0.00 ft 0.00 ft Dead Load 700.0 Ibs Live Load Ibs ...distance 19.500 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Span= 23.50ft, Beam Width = 3.500in x Depth = 13.25in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 2,561.09 psi Fb 1,725.00 psi 1.485 : 1 21.9 k-ft 14.7 k-ft 21.86 k-ft at 12.126 ft 0.00 k-ft at 0.000 ft 0.00 k-ft 0.00 k-ft 14.72 fv Fv Deflections Center Span... Dead Load Deflection -1.700 in ...Location 11.844 ft ...Length/Deft 165.9 Camber ( using 1.5 * D.L. Defl) ... @ Center 2.550 in @ Left 0.000 in @ Right 0.000 in 121.38 psi 207.00 psi Total Load -1.700 in 11.844 ft 165.85 Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Overstressed in Bending ! Maximum Shear * 1.5 Allowable Shear: Reactions... Left DL Right DL 5.6 k 9.6 k @ Left 3.60 k @ Right 4.06 k Camber: @ Left 0.000 in @ Center 2.550 in @ Right 0.000in 3.60 k 4.06 k Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Max 3.60 k Max 4.06 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Rev: 580005 User: KW-0606898, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Title : Dsgnr: Description : Scope : Job # Date: 7:43AM, 11 MAR 14 Steel Beam Design Description sahale snack EP1steel Page 1 sahalesnacks.ecw:Calculations General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy 36.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi Steel Section : C12X20.7 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 LPoint Loads Note! Short Term Loads Are WIND Loads. II #4 #5 #6 #7 k k k ft Dead Load Live Load Short Term Location #1 0.800 19.500 Summary #2 #3 Using: C12X20.7 section, Span End Fixity = Pinned -Pinned, Lu Moment fb : Bending Stress fb/Fb Shear fv : Shear Stress fv / Fv = 23.50ft, Fy = 36.0ksi = 0.00ft, LDF = 1.000 Actual Allowable 23.488 k-ft 42.570 k-ft 13.110 ksi 23.760 ksi 0.552 : 1 4.384 k 1.296 ksi 0.090 : 1 48.730 k 14.400 ksi Beam OK Static Load Case Governs Stress Max. Deflection LengthlDL Defl Length/(DL.-LL Defl) -0.630 in 447.7 : 1 447.7 : 1 [ orce & 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 @ Reaction @ Left Reaction @ Rt DL Maximum Only 23.49 k-ft 23.49 3.86 k 3.86 4.38 k 4.38 -0.630 in 0.000 in 0.000 in -0.630 0.000 0.000 0.000 ft 0.000 3.86 4.38 3.86 4.38 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 na Center Ca) Center Ca)_ Cants 0 Cants k-ft k-ft k-ft k-ft k k 0.000 0.000 0.000 0.000 -0.630 0.000 0.000 0.000 3.86 4.38 0.000 0.000 0.000 0.000 0.000 in 0.000 in 0.000 in 0.000 in k k Title : Dsgnr: Description : Scope : Job # Date: 7:41AM, 11 MAR 14 Rev: 580004 User: KW-0606898, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Description Sahale Snacks - Purlin - EP1 General Timber Beam Page 2 sahalesnacks.ecw:C alculations Bending Analysis Ck 26.916 Le Cf 1.000 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 0.000 ft 0.000 Max Moment 21.86 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 4.94 k 23.848 in2 207.00 psi 3.60 k 4.06 k M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Sxx 102.411 in3 CI 0.000 Sxx Req'd 152.05 in3 0.00 in3 0.00 in3 @ Right Support 5.63 k 27.194 in2 207.00 psi Bearing Length Req'd Bearing Length Req'd Moment 0.00 k-ft 0.00 k-ft 0.00k-ft Area 46.375 in2 Allowable fb 1,725.00 psi 1,725.00 psi 1,725.00 psi 1.644 in 1.855 in Shear 3.60 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in Title : Dsgnr: Description : Scope : Rev: 580005 User: KW-0606898, Ver 5.8.0, 1-Dec-2003 Steel Beam Design (01983.2003 ENERCALC Engineering Software Description sahale snack EPlsteel Job # Date: 7:43AM, 11 MAR 14 CI sahalesnacks.ecw Page 2 :Calculations j Section Properties C12X20.7 Depth 12.000 in Weight 20.65 #/ft Web Thick 0.282 in Ixx 129.000 in4 Width 2.940 in Iyy 3.860 in4 Flange Thick 0.501 in Sxx 21.500 in3 Area 6.08 in2 Syy 1.720 in3 Xcg Dist. 0.698 in R-)o4.610 in Values for LRFD Design.... R-yy 0.797 in J 0.369 in4 Zx 25.600 in3 Cw 112.00 in6 Zy 3.470 in3 K 1.125 in 2)A) fv_.% ENWENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS PROJECT # SUBJECT BY P 9725 THIRD Ave NE, SUITE. 207, SL'ATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT DI LI DATE L.' SHEET OF L!7 Rev: 580004 User. KW-0606898, Ver 5 8 0, 1-0ec-2003 (c)1983-2003 ENERCALC Engineering Software Description Sahale Snack RB2 Title : Dsgnr: Description : Scope : General Timber Beam Job # Date: 2:51 PM, 3 MAY 13 Page 1 sahalesneclrs.ecw:Catculations General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 6.75x31.5 Center Span 58.00ft Lu 0.00 ft Beam Width 6.750 in Left Cantilever 8.50ft Lu 0.00 ft Beam Depth 31.500 in Right Cantilever 8.50ft Lu 0,00 ft Member Type GluLam Douglas Fir, 24F - V4 Fb Base Allow 2,400.0 psi Load Dur. Factor 1.150 Fv Allow 240.0 psi Beam End Fixity Pin -Pin Fc Allow 650.0 psi E 1,800.0 ksi Full Length Uniform Loads Center DL 847.00 #/ft LL #/ft Left Cantilever DL 847.00 #/ft LL #/ft Right Cantilever DL 847.00 #/ft LL #/ft [Point Loads Dead Load 17,400.0 Ibs 17,400.0 lbs lbs lbs lbs Ibs lbs Live Load lbs Ibs lbs Ibs lbs lbs lbs ...distance -8.500 ft 66.500 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft S ummary 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 204.88 Reactions... @ 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 1 Deflections 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/Defl 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 Rev: 580004 Title : Dsgnr: Description : Scope : Job # Date: 2:51PM, 3 MAY 13 User: KW-0606898. Ver 5.8,0, 1-Dec-2003 General Timber Beam (c)1983-2003 ENERCALC Engineering Software Description Satiate Snack RB2 I Stress Calcs Page 2 sahale snacks.eai: Caladaf ions 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 I Query Values 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 Area CI 0.000 Sxx Req'd 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 212.625 in2 Allowable fb 2,202.49 psi 2,202.49 psi 2,202.49 psi 11.205 in 11.205 in 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 http://itouchmap.com/latlong.html iTouchMap.com MnLllu and DvAtop Map,. Home Latitude and Longitude of a Point Maps 1 Country - State 1 Places Google Earth 1 Cities 1 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 t'- Note: Right click on a blue marker to remove it. Clear/Reset All Markers Center Red Marker Show Point from Latitude and Longitude Use this if you know the latitude and longitude coordinates of a point and want to see where on the map the point is. Use: 4' for N Lat 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 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 Degrees Minutes Seconds Latitude: 47 29 43.569 Longitude: -122 17 20.7384 Example: +34 40 50.12 for 34N 40' 50.12' Degrees Minutes Seconds Latitude: Longitude: Show Point 0 iTouchMap.com 2007-2012 1 of 1 5/3/2013 2:28 PM Design Maps Summary Report http://geohazards.usgs.gov/designmaps/us/summary.php?template=mini... USGS 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 CaIC I-tgh on It L)Uwarhish 60:nrtielown Delridge Lincoln Pa-k h:nitPubi.:_t« I Hirsh." )e Vashan White j11'rro' Center USGS-Provided Output Ss= 1.513g S1 = 0.568 g F3urien I k nrrr a nrly Park Rainier Valley Q 4 let:1)0aa t3arders St:;i idG u SMs = 1.513 g Sift = 0.852 g Renton 9, Sos = 1.009 g $Dx = 0.568 g Newcastle SI United States ttexico Si n T: State Fael E nlnn 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 visw_the detailed_r_epolt. 1.76 1.60 1.44 1.29 1.12 CI 0.5G. n 0.90 0.>4 0.42 0.22 0.1> MCER Spectrum 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1. GO 1.90 Period, T (sec) 2.00 1.10 0.9 0. es 0.77 01 0.66 N 0.55 0.44 0.33 0.22 0.11 0.00 For PGAM, TL, CRs, and CR1 values, please view the detailed report. Design Response Spectrum 0.00 0,20 0.40 0.60 0.90 1.00 1.20 1.40 1.0 1.90 2.00 Period, T (sec) 1 of 2 5/3/2013 2:30 PM Input - Job Number: Job Name: Location: Sahale Snacks ENGINEERS -NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 SHEET F ) OF REV.1 12/2/09 REV. 2 2/3/10 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful LATERAL LOADING FOR MECHANICAL UNITS Seismic: ASCE 7-05 Section 13.3.1 Mechanical & Electrical Component Attachments Wind: ASCE 7-05 Section 6.5.15.1 & Figure 6-21 (rooftop equipment) Component Definition: Table 13.6-1 Category = Site Class (soli) _ 68 IP = Equipment is mounted on Wind Speed = Exposure = Category = Is this a hurricane prone region? Ka= Wind is The mechanical unit is MU Operating Weight = MU Height • MU Length = MU Width = Roof height above ground level = Building Width = Seismic Output F. = Sre= Sos = a✓Rp= zh= Fpu= Fw=0.4'a. Sos IP/R„'(1+2z/h)WP= Fa,= 0.3'Sos 1p WP • Wind Output Comparison: FP, design = F. design = FP design • I= Kn= q. _ (KJorwm = (qJ,•a - C, _ (er) ovG,Cr • 41,)grw4GrOt = = Area Factor = q.G,CA, = Fpa=a = q G,CA, = F= ME-1) Alrwide HVAC, fans, alr handlers, air conditioning units, cabinet heaters, air distribution boxes and other mejTabte 13.6.1 Mechanical and Electrical Components D 1.513 1.0 Roof 86 mph B 11 NO 1.00 Normal to face Flexible 1100 Ibs 4.60 ft. 8.00 ft. 4.00ft 24.00 ft 160.00 ft. 1.00 1.513 1.009 0.417 1.0000 1.6144 0.5045 0.3027 Section 13.1.3 TOP OF ROOF Table 1.1 Table 6.1 Table 6-4 Dynamically Sensitive Table 11.4-1 GRADE k 8ft 7. 4.5 ft V NOTE: Wind direction Isinto page 160 ft 1100 Iba (MAX.) MU A 24 ft v Sms • FaSs Section 11.4.3 (Eq. 11.4-1) Sds • 2/3Sms Section 11.4.4 (Eq. 11.4-3) Table 13.6.1 at roof level 'W. Upper bound (Eq. 13.3-2) 'W,, Calculated (Eq. 13.3.1) 'WP Lower bound (Eq. 13.3-3) 0.5045 'W (U.S.D.J 0.3532 'W (A.S.D.J Working (0.7 factor ) 388 Ibs-Total Force [A.S.D.] 26.25 ft. (height at cenboid 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 Tabte 6.3 12.96 psf 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 6.5.8 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 C, is specified for the actual surface area. 1.9 Section 6.5.15.1 1826 Ibs ( Eq. 6-28 ) 855 Ibs ( Eq. 6-28 ) 16261bs 4-Total Force (A.S.D.J Fwind> Faelemlc- Wind Governs Lateral Design 1626 lbs (ASD] WIND LOADS & REACTIONS Mer C 4 4 ft. �Pa/2 Pd2' tk000= Imo = 4.00 ft. Mor • 3659 lb-ft T=C= 9151bs Tupurr = T-0.6(P0/2) = 585 Ibs 2.26 ft. 0.00 In. (height of lateral load) (holddown clearance) (length of holddown) (ASO) (ASO] (ASO Combo: 0.60+W) [ASD] Therefore, design or 665 Iba net uplift at each end of the unit SEISMIC UPLIFT @ EACH END OF UNIT = WIND UPLIFT @ EACH END OF UNIT = SESIMC SHEAR ON EACH SIDE OF UNIT = WIND SHEAR ON EACH SIDE OF UNIT = WORKING [ASO] ULTIMATE [USD] 0lbs 0lbs 6851bs 969Ibs 194lbs 2721bs 813 Ibs 1301 Ibs MU Lateral - Basic ASCE7-05 MU Lateral.xlsx 5/3/2013 ENW ENGINEERS NORTHWEST, INC., P.S. ^' STRUCTURAL ENGINEERS PROJECT # j1 PROJECT SUBJECT f 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 00 , 3 UN,1l T 513 ei • DATE SHEET OF BYr) (L. ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 9725 THIRD AVE NE, SUITE 207, SEArri,E, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT 1" LE, S DATE ,0* /Li SHEET DI OF BY tc SUBJECT ... 1 .. Grz-)0 5 $- F .1•0111011110 ... ... /-RTF66ifY) . - • • ........ 4 . 1 1 ..... . ..... - ........ • • ........ 4. ... 1 1 PROJECT 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 DATE 3-/1-11q ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # SUBJECT SHEET ‘22- OF BY �� IL]\ w ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 9725 THIRD AVE NE, SUITE 207, SE.ATTLE, WA 98115 (206) 525-7560 Fax (206) 522-6698 PROJECT # PROJECT 5A /a - . /Vil DATE SUBJECT Sr_-. l)u SHEET : , OF BY PX- .1?.. t�1 s E c T/ O ENwENGINEERS NORTHWEST, INC., P.S.� STRUCTURAL ENGINEERS y ] y99725 THIRD AVE NE, SurrE 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT ! 111 l 'S N AcP C PROJECT # SUBJECT DATE SHEET/ OF BY P)� • 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 fi NW: SMIZir DATE SUBJECT SHEET C) 5 OF By -------- ......... ........ . T ........ ........ ... ... 2 0 if i Fi-f•k) 1 4- ; 4 -+ s,c4te(#0 E/A ale.pfiL . ^ ......... "T' .... •; -+ -4 T ........ IIII \ w ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS PROJECT # SUBJECT PROJECT C 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 f R ti.? .s r ( i,;.�'/A , C ()��l\ l t,_ DATE SHEET-fn OF BY(� EXIST. 4x14 PURLIN @ 8"oc O 0 0 0 O 0 0 0 0 EXIST. GLB ADD C12x20.7 CENTERED ON SPAN TIGHT TO @ 2x'S OR 4x'S @ MECH. UNITS PER 2/SK2 0 1 00 2/SK2 4x14 REINFORCEMENT DETAIL 1/4" = 1'-0" SABEY INTERSAK EAST BLDG. 1 SAHALE SNACKS ROOF BRACE DETAIL 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 ENG'D: KAEMINGK iliWN: M. GARCINI JOB NO: 01043014 DATE: 3-12-14 SHEET: SK1 NEW CHANNEL C12x20.7 w/ 3/4"0 BOLTS @16"oc STAGGER WI g wMI M VAN _WAS b��dZi LeilLva - m 1 1/2" 2 1/2" 4" 1 1/2" �—EXISTING 4x14 PURLIN DETAIL 1 16"oc L 6x8x 1 /2x 1'-9" w/5- 3/4"0 BOLTS 4 Q. PCS 1'-9" 1 1/2" DTL. 1 P.C. PNL. L 6x8x 1/2x1'-9" w/ 5- 3/4"0 KWIK BOLTS 9"oc EMBED 4 1/2" 1/4 PL6x 1/4x0'-6" w/2- A307 BOLTS THRU STEEL & WOOD PL 3x 5/8 T.&B. w/ 3- 7/8"0 A325SC USE BEVELED WASHERS & TORQUE BOLTS. BUTT ENDS OF CHANNEL TIGHTLY. SECTION SABEY INTERSAK EAST BLDG. 1 SAHALE SNACKS ROOF TOP UNIT PURLIN REINFORCEMENT Engineers Northwest Inc., P.S. 19725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525-7560, Fax: (206)522-6698 www.engineersnw.com SEE BELOVI FOR BOLT PATTERN " 2' 3' 3' 1 1/2" DT SPLICE AT MID -SPAN DETAIL 2 3/4" = 1'-0" ENG'D: D. KAEMING DWN: M. GARCINI JOB NO: 01043014 DATE: 03-12-14 SHEET: SK2 City of Tukwila Department of Community Development 10/1/2014 Jim Haggerton, Mayor Jack Pace, Director BRYAN GALVIN 4102 B PL NW AUBURN, WA 98001 RE: Permit No. M14-0064 SAHALE SNACKS 3411 S 120 PL Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/24/2014. Based on the above, you are hereby advised to: 1) Ca11 the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/24/2014, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: M14-0064 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M14-0064 PROJECT NAME: SAHALE SNACKS SITE ADDRESS: 3411 S 120 PL DATE: 03/19/14 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: �3-1411 Building Division 111 Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 03/20/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/17/14 Approved Approved with Conditions x Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 UNIVERSAL REFRIGERATION INr Page 1 of 3 Washington State Department of Labor & Industries UNIVERSAL REFRIGERATION INC Owner or tradesperson GATES, CHRISTOPHER A Principals GATES, CHRISTOPHER A GALVIN, BRYAN S VERNON, GUY E (End: 01/01/1980) JACKSON, SHELDON G (End: 01/01/1980) OSENBAUGH, CHARLES R (End: 01/01/1980) RAEDER, STEVEN C (End: 03/29/2012) Doing business as UNIVERSAL REFRIGERATION INC WA UBI No. 600 599 723 PO BOX 614 AUBURN, WA98071-0614 253-939-5501 KING County Business type Corporation Governing persons BRYAN GALVIN License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties COMMERCIAL/INDUSTRIAL/REFRIG License no. UNIVERI159RF Effective — expiration 12/06/1985 — 04/01/2014 Bond AMERICAN STATES INS CO Bond account no. EX903622 Received by L&I 03/18/2002 $6,000.00 Effective date 12/06/2001 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600599723&LIC=UNIVERI159RF&SAW= 03/31/2014