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HomeMy WebLinkAboutPermit M16-0161 - JACKSONS 631 - EVAPORATORS AND CONDENSER FOR WALK-IN COOLERJACKSONS 631 13138 INTERURBAN AVE S M16-0161 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: htto://www.TukwilaWA.Rov MECHANICAL PERMIT Parcel No: 0003000108 Permit Number: M16-0161 Address: 13138 INTERURBAN AVE S Issue Date: 12/12/2016 Permit Expires On: 6/10/2017 Project Name: JACKSONS 631 Owner: Name: PACWEST ENERGY LLC Address: 3450 COMMERCIAL COURT, MERIDIAN, WA, 83642 Contact Person: Name: CARYLJ PINNER Address: 18215 72 AVE S, KEBT, WA, 98032 Contractor: 2015 Name: HORECO INC Address: 4332 CHENNAULT BEACH RD, WAC 296-466: MUKILTEO, WA, 98275-5097 License No: ALLPOPH904QK Lender: Name: Address: Phone: (425) 656-1063 Phone: (425) 241-2256 Expiration Date: DESCRIPTION OF WORK: INSTALL (2) EVAPORATORS AND (1) CONDENSER FOR NEW WALK IN COOLER REVISION #1: ADD EXHAUST FAN TO EXISTING COOK STATION AREA IN SUSPENDED CEILING Valuation of Work: $12,800.00 Type of Work: NEW Fuel type: ELECT Fees Collected: $363.48 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: 2015 National Electrical Code: 2014 International Residential Code Edition: 2015 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2015 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015 International Fuel Gas Code: 2015 Permit Center Authorized Signature: Date: X 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 resume to give authority to violate or cancel the provisions of any other state or local law lating con ru ti nor the performance of work. I am authorized to sign and obtain this development rmi a d gr o th o ditions attached to this permit. Signature: Date: r7 Print Name: 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: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 4: 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). 5: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 6: 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. 7: ***MECHANICAL PERMIT CONDITIONS*** 8: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0609 PIPE/DUCT INSULATION 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL 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.eov MECHANICAL PERMIT Parcel No: 0003000108 Permit Number: M16-0161 Address: 13138 INTERURBAN AVE S Issue Date: 12/12/2016 Permit Expires On: 6/10/2017 Project Name: 1ACKSONS 631 Owner: Name: PACWEST ENERGY LLC 2015 Address: 3450 COMMERCIAL COURT, 2014 MERIDIAN, WA, 83642 2015 Contact Person: 2014 Name: CARYLI PINNER Phone: (425) 656-1063 Address: 18215 72 AVE S, KEBT, WA, 98032 2014 Contractor: 2015 Name: HORECO INC Phone: (425) 241-2256 Address: 4332 CHENNAULT BEACH RD, 2015 MUKILTEO, WA, 98275-5097 License No: ALLPOPH904QK Expiration Date: Lender: Name: Address: DESCRIPTION OF WORK: INSTALL (2) EVAPORATORS AND (1) CONDENSER FOR NEW WALK IN COOLER Valuation of Work: $12,800.00 Fees Collected: $363.48 Type of Work: NEW Electrical Service Provided by: SEATTLE CITY LIGHT Fuel type: ELECT Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: 2015 National Electrical Code: 2014 International Residential Code Edition: 2015 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2015 WAC 296-4613: 2014 Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015 International Fuel Gas Code: 2015 a Permit Center Authorized Signature: rMIF IAV J'IN V III V F v / I Da 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 re 1 ting construction or the performance of work. I am authorized to sign and obtain this development p an e t the o )ditions attached to this permit. Signature: q' I Date: Print Name: 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: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 4: 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). 5: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 6: 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. 7: ***MECHANICAL PERMIT CONDITIONS*** 8: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0609 PIPE/DUCT INSULATION 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL CITY OF TUKW4 • Community Development Department Permit Center • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 " http://www.TukwilaWA.g_ov SITE LOCATION Mechanical Permit No. I Project No. Date Application Accepted: Date Application Expires: use 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** King Co Assessor's Tax No... 000300-0108 Site Address: 131.28 Interurban Avenue South Suite Number: Floor: Tenant Name: Jacksons 631 New Tenant: ❑ .....Yes ®..No PROPERTY OWNER Name: PacWest Energy LLC Address: 3450 E. Commercial Ct City: Meridian State: ID Zip: 83642 CONTACT PERSON — person receiving all project communication Name: Caryl J. Pinner Address: c/o Barghausen, 18215 72nd Ave. S City: Kent State: WA Zip: 98032 Phone: (425) 656-1063 Fax: (425) 251-8782 Email: cpinner@barghausen.com Valuation of project (contractor's bid price): $ 12,800 MECHANICAL CONTRACTOR INFORMATION Company Name: Horeco & All Points Address: 4332 Chennault Beach Rd C'n" Mukilteo State: WA Zip: 98275 Phone: (425) 508-3136 Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Describe the scope of work in detail: Install (2) evaporator's and (1) condenser for new walk-in cooler. Use: Residential: New .......... ❑ Replacement ........ ❑ Commercial: New .......... iz Replacement ........ ❑ Fuel Type: 'Electric ..... Gas....... El Other: H:\Applications\Forms-Applications On Line\2016 Application.gWmhanical Permit Application Revised 1-4-I6.doex Revised: January 2016 Page I of 2 bh Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Residential, Nighttime Furnace >I OOk btu 2 Floor furnace 55 dB(A) Suspended/wall/floor mounted heater 57 dB(A) Appliance vent Commercial Repair or addition to heat/refrig/cooling system 1 Air handling unit <I0,000 cfm 65 dB(A) Unit Type Qty Air handling unit >I 0,000 cfm Residential, Nighttime Evaporator cooler 2 Ventilation fan connected to single duct 55 dB(A) Ventilation system 57 dB(A) Hood and duct Commercial Incinerator — domestic 1 Incinerator — comm/industrial 65 dB(A) Unit Type Qty Fire damper Residential, Nighttime Diffuser Industrial Thermostat 55 dB(A) Wood/gas stove 57 dB(A) Emergency enerator Commercial Other mechanical equipment condenser 1 60 dB(A) 65 dB(A) Boiler/Compressor Qty 0-3 hp/ 100,000 btu 3-15 h /500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu Noise- Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound levels are based on from where the sound is created and where the sound is heard. Additionally, if sound can be heard from within a house at night in a residential zone it may not be allowed. For more details, see TMC 8.22 District of Sound Producing Source District of Receiving Property Residential, Daytime* Residential, Nighttime Commercial Industrial Residential 55 dB(A) 45 dB(A) 57 dB(A) 60 dB(A) Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) Industrial 60 dB(A) 50 dB(A) 65 dB(A) 70 dB(A) *Daytime means 7AM-I OPM, Monday through Friday and 8AM-IOPM, Saturday, Sunday and State -recognized holidays. A few sounds are exempt from the noise code, including: Warning devices; Construction and property maintenance during the daytime hours (lam- I Opm); Testing of backup generators during the day. PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Print Name: Caryl J. Date: 10/17/2016 Day Telephone: (425) 656-1063 Mailing Address: c/o Barghausen, 18215 72nd Ave S Kent WA 98032 City State Zip H:\Applications\Forms-Applications On Line\2016 ApplicationsWechanical permit Application Revised 1-4-16.docx Revised: January 2016 Page 2 of 2 hh DESCRIPTIONS ACC• QUANTITY PAID PermitTRAK $1,508.57 D16-0284 Address: 13138 INTERURBAN AVE S Apn: 0003000108 $1,214.99 DEVELOPMENT $1,157.35 PERMIT FEE R000.322.100.00.00 0.00 $1,152.85 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $57.64 TECHNOLOGY FEE R000.322.900.04.00 0.00 $57.64 M16-0161 Address: 13138 INTERURBAN AVE S Apn: 0003000108 $293.58 MECHANICAL $279.60 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $247.10 TECHNOLOGY FEE $13.98 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R10012 R000.322.900.04.00 0.00 $13.98 $1,508.57 Date Paid: Monday, December 12, 2016 Paid By: ALAN MALIMAKI Pay Method: CREDIT CARD 04774D Printed: Monday, December 12, 2016 11:45 AM 1 of 1 r SYSTEMS DESCRIPTIONSACCOUNT QUANTITYPAID PermitTRAK $819.25 D16-0284 Address: 13138 INTERURBAN AVE S Apn: 0003000108 $749.35 DEVELOPMENT $749.35 PLAN CHECK FEE R000.345.830.00.00 0.00 $749.35 M16-0161 Address: 13138 INTERURBAN AVE S Apn: 0003000108 $69.90 MECHANICAL $69.90 PLAN CHECK FEE TOTAL FEES PAID ..... R000.322.102.00.00 0.00 $69.90 $819.25 Date Paid: Monday, October 17, 2016 Paid By: BARGHAUSEN CONSULTING Pay Method: CHECK 30664 Printed: Monday, October 17, 2016 3:03 PM 1 of 1 (r? r l_flYSTEMS INSPECTION RECORDI () 0 . Retain a copy with permit IN ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 ProjeKA(Mg-��-3 Type of Inspection: --....1V1& )-KA) ICAL- d., Address: Date Called: 3 13&gvenA! AyrS Special Instructions: Date Wanted:a. 3 J 7� Requester: / AA Phone No: ZS7T toApproved per applicable codes. E Corrections required prior to approval. nspector: El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedule reinspection. 1" 49DINSPECTION RECORD Retain a copy with permit X16 Q/ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ❑ Approved per applicable codes. (Corrections required prior to approval. COMMENTS: Inspector: 3?55 Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 1 Retain a copy with permit��f - o16 I INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro' j ct: SoA.➢S (�0 s ! T e of Inspection: 00 ! r Address. Date Called: 13 / 10 JAI r ' Special Instructions: Date Wanted: z 3 i ? p.m. Requester: Phone No: 1-42-5-- 5-3 1 -0 XApproved per applicable codes. E Corrections required prior to approval. 011 (Inspector: (Date: 2-7-/7 I El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 0 - S- ou- 1) 1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: r 15G ��Sv� V Type of Inspection: � � V'Nc, �- -!:---> 19 � ►IVV e CIVN Address: �.. 3 kaAk-r r�^,^YAN S Contact Person: Suite #: Pre -Fire: Special Instructions: Phone No.: Approved per applicable codes. COMMENTS: C -D 1-1 Corrections required prior to approval. Needs Shift Inspection: Nb Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:- �� Date: z) Hrs.: F] $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 E N G I N E E R I N G BRIAN J. SIELAFF, P.E. STRUCTURAL ENGINEERING CALCULATIONS FOR F1LC CUSTOM COOLER, INC. JACKSON'S #631 CBX TUKWILA, WA TGE PROJECT NO.: TGE16-7037 TGE FIRM NO.: 60349047 3.S OF W ASl,�t�, ,337.1 AL DESIGN CRITERIA: STRUCTURAL CODE: SEISMIC PARAMETERS: SEISMIC DESIGN CATEGORY: INDOOR INTERNAL PRESSURE: WALL/CEILING DEAD LOADjk INDOOR CEILING LIVE LOA 812 S. La Cassia Dr. • Boise, Idaho 83705 REVIEWED FOR - CODE COMPLIANCE', APPROVED OCT �- 5 2016 City of i ukwila BUILOIN.G DIVISION y/*ECEIVED CITY OF TUKWILA OCT 17 2016 PERMIT CENTER 2012 IBC Ss =1.491 g Si = 0.559 g D 5.0 PSF 3.0 PSF E N G I N E E R I N G TABLE OF CONTENTS 1 PROJECT INFORMATION.................................................................................................... 2 JURISDICTIONAL INFORMATION....................................................................................... 3 ICC EVALUATION REPORT, PRODUCT SPECIFICATION LITERATURE AND DESIGN AIDS. 4 GENERAL STRUCTURAL NOTES........................................................................................ 5 SEISMIC ANALYSIS............................................................................................................. 6 STRUCTURAL ENGINEERING CALCULATIONS.................................................................. 7 SOFTWARE PRINTOUTS..................................................................................................... 7.1 HILTI KH-EZ................................................................................................................ 8 MATERIAL AND HARDWARE PRINTOUTS.......................................................................... 8.1 LARR 25690................................................................................................................ 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX .................... 3 ....................4 .................... 5 ....................6 .................... 7 ..................13 .................. 20 .................. 20 .................. 24 .................. 24 Page 2 of 30 1 TAMARACKGROVE E N G I N E E R I N G PROJECT INFORMATION Tamarack Grove Engineering TGE Project Number: TGE16-7037 Date: 9/28/2o16 TGE Contact: David Jamison TGE Engineer of Record: Brian J. Sielaff, P.E., P. Eng. Project Client Information: Company: CUSTOM COOLER INC. Contact: Phat Lam Address: 42o E. Arrow Highway Insulation: San Dimas, CA 91773 Phone: 909-592-1111 Email: PhatL@customcooler.com Client Logo: N/A Site Elevation: custom C00164 Customer Satisfaction Guaranteed! Project Site Information: 10 PSF Name: Jackson's #631 Address: 13128 Interurban Avenue South Insulation: Tukwila, WA 98168 Coordinates: 47.4840N, 122 272°W Phone: N/A Email: N/A Site Elevation: N/A Live and Dead Loads Ceiling Live Load: 10 PSF Ceiling Dead Loads: Steel Facing (ASTM -A-646): 1.o PSF (26 GA. —t = 0.02 inch) Insulation: 1.o PSF Miscellaneous: 1.o PSF TOTAL: 3.0 PSF 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 3 of 30 2 TAIMARAGK ' GROVE E N G I N E E R I N G JURISDICTIONAL INFORMATION Seismic Design Information: Seismic Parameters: Site Coefficient, FA: Site Coefficient, Fv: Building Site Class: Seismic Design Category: Analysis Procedure Used: Basic Seismic -Force -Resisting -System Importance Modification Factor, IP Amplification Factor, aP: Response Modification Factor, RP: Lateral Pressure Design Information: Internal Pressure: Ss =1.491 9 S� = 0.559 9 SDS= 0.994 g SDS = 0.559 9 1.000 1.500 D D Equivalent Lateral Force Procedure for Non -Structural Components Bearing Wall System — Light Framed Walls of All Other Materials 1.0 (ASCE 7-1013.1.3) 1.0 (ASCE 7-10 Table 13.6-1) 2.5 (ASCE 7-10 Table 13.6-1) 5.0 PSF 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 4 of 30 TAMARACK T GROVE E N G I N E E R I N G 3 ICC EVALUATION REPORT, PRODUCT SPECIFICATION LITERATURE AND DESIGN AIDS • CITY OF LOS ANGELES RESEARCH REPORT: RR 25690 FOR CUSTOM COOLER INC. • ICC ESR -3027, "HILTI KWIK HUS -EZ (KH -EZ) AND KWIK HUS EZ 1(KH-EZ 1) CARBON STEEL SCREW ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE" • 2012 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION • ICC ESR -1-976, "ITW BUILDEX TEKS SELF -DRILLING FASTENERS" 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 5 of 30 ppr AN -Wt E N G I N E E R I N G 4 GENERAL STRUCTURAL NOTES i. GENERAL STRUCTURAL NOTES: A. CONTRACTOR TO VERIFY ALL OPENINGS, BUILDING DIMENSIONS, COLUMN LOCATIONS AND DIMENSIONS WITH OWNER PRIOR TO SETTING OF ANY COOLER BOXES OR CONSTRUCTION. B. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THESE PLANS UNLESS SUCH CHANGES ARE AUTHORIZED IN WRITING TO THE ENGINEER OF RECORD. C. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFE AND ADEQUATE SHORING AND/OR TEMPORARY STRUCTURAL STABILITY FOR ALL PARTS OF THE STRUCTURE DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR FINAL CONFIGURATION. D. NOTCHING AND/OR CUTTING OF ANY STRUCTURAL MEMBER IN THE FIELD IS PROHIBITED, UNLESS PRIOR CONSENT IS GIVEN BYTHE ENGINEER OF RECORD. 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 - (208) 345-8946 FAX Page 6 of 30 E N G I N E E R I N G 5 SEISMICANALYSIS �UM Design Maps Detailed Report ASCE 7-10 Standard (47.48484°N, 122.27253°W) Site Class D -"Stiff Soil", Risk Category I/II/III Section 11.4.1 — Mapped Acceleration 'Parameters Note: Ground motion values provided below are for the direction of maximum horizontal spectral response acceleration. They have been converted from corresponding geometric mean ground motions computed by the USGS by applying factors of 1.1 (to obtain S¢) and 1.3 (to obtain S.,). Maps in the 2010 ASCE-7 Standard are provided for Site Class B. Adjustments for other Site Classes are made, as needed, in Section 11.4.3. From Figure 22-1 "1 S, = 1.491 g From Figure 22-21" S - 0.554 9 Section 11.4.2 — Site Class The authority having jurisdiction (riot the USGS), site-specific geotechnical data, and/or the default has classified the site as Site Class 0, based on the site soil properties in accordance with Chapter 20. Table 20.3-1 Site Classification Site Class V. N or Nom, s - A. Hard Rock >5,000 ft/s N/A N/A B. Rock 2,500 to 5,000 ft/s N/A N/A C, Very dense soil and soft rock 1,200 to 2,500 ft/s >50 >2,000 psf D. Stiff Soil 600 to 1,200 ft/s 15 to 50 1,000 to 2,000 psf E. Soft clay soil <600 ft/s <15 <1,000 psf Any profile with more than 10 ft of sail having the characteristics; Plasticity index PI > 20, • Moisture content w z 40%, and • Undrained shear strength s. < 500 psf F. Sails requiring site response analysis in See Section 20.3.1 accordance with Section 21.1 For $I: ift/s - 0.3048 m/s ilb/ftp - 0.0479 khl/m;t 0 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 7 of 30 TAMARACK ' GROVE E N G I N E E R I N G Section 11.4.3 - Site Coefficients and Risk -Targeted Maximum Considered Earthquake (MCE) Spectral Response Acceleration Parameters Table 11.4-1. Site Coefficdent F, Site Class Mapped MCE ,, Spectral Response Acceleration Parameter at Short Period For Site: Glass = D and S, = 1.491 g, Fa = 1.000 Table 11.4-2: Site Coefffclent F. Site Class Mapped MCE G, Spectral Response Acceleration Parameter at 1-s Period S.,< 0.25 S; = 0.50 St = 0.75 So = 1.00 Ss �t 1.25 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of S, For Site: Glass = D and S, = 1.491 g, Fa = 1.000 Table 11.4-2: Site Coefffclent F. Site Class Mapped MCE G, Spectral Response Acceleration Parameter at 1-s Period for Site Class = D and S. = 0.559 g, F, = 1.SOO 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 8 of 30 S, 50.10 S,=0.20 S,=0.30 S,=0.40 S,?0.50 A 0.8 0.8 0.8 0.8 0.8 8 1.0 1.0 1.0 110 1.0 C 1.7 1.6 i.5 1:4 13 D 2,4 210 1.8 1,6 1.5 E 3.5 3.2 218 2.4 2.4 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of S, for Site Class = D and S. = 0.559 g, F, = 1.SOO 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 8 of 30 TAMARACK T GROVE E N G I N E E R I N G Equation (11.4-1): SF, = FESS = 1.000 x 1.491 = 1.491 g Equation (11.4-2). 5,,, = FS, = 1.500 x 0.559 = 0.838 g Section 11.4.4 — Design Spectral Acceleration Parameters Equation (11.41-3)s 505 = % Sas = % x 1.491 = 0.994 g Equation (11.4-4): S.1 = +i9 SK, = % x 0.838 = 0.559 g Section 11.4.5 — Design Response Spectrum From Figure 22-1213' T, = 6 seconds Figure 11.4-1: Design Response Spectrum I t,T<T,,'S.=S (0.4s0.6T1T¢) s11= OA94 TosTsT6:S�=sem a T,<TSTL:S,=%,6T ra T>T,:S.=S�TGIP 3. o Sn =0.559 ----------- ........ � , 1 C I i 6 CL H X t t 1 � 1 1 , 1 Q q 1 � , f N f + 1 To=0.112 Ty=0,562 1.000 Pesiodl T {tet) 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 9 of 30 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK IT GROVE. E N G I N E£ R I N G Section 11.4.6 Risk -Targeted Maximum Considered Earthquake (MCEa) Response Spectrum The MCE, Response Spectrum is determined by multiplying the design response spectrum above by �.5. S,, 1.491 a 1 1 1 d ! d 1 ! 1 ! L ; ! 0 1 ! V W1 ! 1 I ! 4 1 1 1 d ! u I 4 0 1 1 1 yV I ! 1 V ! • f CL ! N 1 f 1 i 1 1 i 1 ! i f T4=0.112 T3=0,552 1.000 Period, T Ned 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 10 of 30 STRUCTURAL ENGINEERING Project Name: JACKSON'S #631 CBX CALCULATIONS Location: TUKWILA, WA TAMARACK T GROVE TGE Job Number: TGE16-7037 E N G I N E E R I N G Section 11.8.3 — Additional Geotechnical Investigation Report Requirements for Seismic Design Categories D through F From Figure 22-7`°' PGA = 0.619 Equation (11.8-1): PiSik, = FwPGA = 1.000 x 0.619 = 0,619 g Table Site Coefficient FK:� Site Mapped MCE Geometric Mean Peak Ground Acceleration, PGA Class PGA 15 PGA = PGA = PGA = PGA � 0110 0.20 0.30 0.40 0.50 A 0-8 0.8 0.8 0.8 0.8 1.0 1'0 1.0 1.0 1.0 C 112 1,2 I'l 110 1.0 D 1,6 IA 1.2 111 1.0 E 2.5 1.7 1.2 0.9 0.9 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of PGA For Site Class = 0 and PGA = 0.619 9, F.O. = 1.000 Section 21.2,1.1 — Method 1 (from Chapter 21 - Site -Specific Ground Motion Procedures for Seismic Design) From Figure 22-17 C,,s = 0,940 From Figure 22-18 C, = 10.924 812 S. La Cassia Dr. - Boise, Idaho 83705 - (208) 345-8941 - (208) 345-8946 FAX Page 11 of 30 �i'oT�i=7 Section 11,6 = Seismic Design Category Table 11.6-1 Seismic Design Category Bused on Short Period Response Acceleration Parameter VALUE OF OF 5,, RISK CATEGORY I or II III IV S.s < 0.1679 A A A 0.1678 S Sw < 0.33g 8 B C 0.339:5 Soft < 0.509 0.509:5 SM C D C D D - D For Risk Category = I and S- = 0.994 g, Seismic Design Category = D Table 11.6.2 Seismic Design Category Based on 1-S Period Response Acceleration Parameter VALUE OF Sa, RISK CATEGORY I or II III IV S„ < 0.0679 A A A 0.0679!5 Sn: < 0.1339 B B C 0.1339 S So, < 0.209 C C D 0.209 S Sb, D D D For Risk Category = I and So, = 0.559 g, Seismic Design Category = D Note: When S, is greater than or equal to 0.75g, the Seismic Design Category is E for buildings in Risk Categories I, II, and III, and F for those in Risk Category IV, irrespective of the above. Seismic Design Category = "the more severe design category in accordance with Table 11.6-1 or 11.6-2" = D Note: See Section 11.6 for alternative approaches to calculating Seismic Design Category, References 1. Figure 22-1: http://earth quake. usgs.gov/hazards/designm aps/down loads/pdfs/2010_ASCE-7_Figure_22- l.pdf 2. Figure 22-2: http: //earthqu ake. usgs.gov/hazards/designmaps/down loads/pdfs/2010_ASCE-7_Figure_22-2. pdf 3. Figure 22=12: http://earthquake,usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22- 12. pdf 4. Figure 22-7: http://earth quake. usgs. gov/hazards/designm aps/downloads/pdfs/2010_ASCE-7_rig ure_22-7. pdf S. Figure 22-17: http://earthquake.usgs.gov/hazards/designmaps/downic)ads/pdfs/2010_A$CE-7_Figure_22- 17. pdf 6. Figure 22-18: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22- 18.pdf 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 12 of 30 TAMARACK GROVE E N G I N E E R I N G 6 STRUCTURAL ENGINEERING CALCULATIONS T- JURSIDICTION INFORMATION JURISDICTION: WASHINGTON STRUCTURAL CODE: 2012 INTERNATIONAL BUILDING CODE OK:=1 1VG:=0 DESIGN CRITERIA SEISMIC CRITERIA WIND CRITERIA SOS:=0.994 Design Spectral Response, g ;%DOORAPPLIC477ON* nr,:=Lo Amplification Factor R -r:=2.5 Response Modification Factor In:=1.0 Importance Modification Factor z:=0 ft Height of Attachment LLpnn,rt —10 Psf DLf,.,,,f =3 Paf EXPOSURE C47E60RY= N/A ULTIMATE DESIGN WIND SPEED = N/A Cooler Panel Live Load Cooler Panel Dead Load Fin's .I:= 5 Paf Internal Pressure ASD LOAD COMBINATIONS LC-,:=DLP,,,uj+LLpnTT j=13 paf LCT = I0.6 • DLpund `{' �" pinternaf, { = 3.2 paf Load Combination 3: D+(Lr, S, or R) Load Combination 7: 0.6D+0.6W (Uplift Pressure) DESIGN DATA: Width:=10 ft Freezer Width - Q Length.:=27.6 ft Freezer Length tcoo1,,r_ r,.a,ng:=4 io Freezer Ceiling Panel Thickness t F� junf1:=4 i" Freezer Wall Panel Thickness h:=8 ft Mean Roof Height � �o o 7.7 ft Height of Wall Panel PANEL MANUFACTURER. CUSTOM COOLED INC. PANEL SPECIFICA 770N.• MODEL 300 FOAM FRAMED PANEL (LA RR #25690) 812 S. La Cassia Dr.. Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 13 of 30 aa&irc �__ TAMARACK T GROVE E N G I N E E R I N G TYPICAL{. L:=10 ft Design Length T,pidm:=1 ft Tributary Width of Panel for Evaluation L,u:=10 ft Corresponding Allowable Span (LARR #25690) LOADS: �'d dr,_c i��ns Z'n odor. • LG;s =13 pff 4lldrsgrt_rrihng' L2 S =162.5 ft • Ibf v Wdtaigt-oriling' 11 =65 Ibs mar:= 2 J Wau:=T.;idth-53 Pef=5:3 pif altom•— 2 ._ ldjau8 all =662.5 ft'ibf Valdo,a _ 3�rd1'La11 =265 ✓<bf �— 2 CHECK n�t,Rrnu>>v 3 TYPICAL WALL PANEL H =h,,,=7.7 ft Tuidth_arwl:= 27.6 f t LOADS: pdEsign_crifinq = ` Twidth= 13 pff Halt_aa9a6 =301 Pa:=600 pIf 911d,iynro11'=Pj.t ,d -H=38.5 pff Hall_traruv'=10 ft Wain=b3 pdf"Ha7l_cmns=530 pff Governing Load Combination for Ceiling Panels Maximum Moment Maximum Shear Allowable Panel Load (LARR #25690) Allowable Moment Allowable Shear Design Height Tributary Width of Axial Load on Panel Total Axial Load From Ceiling Allowable Height for Axial Load (LARR #25690) Total Allowable Axial Load (LARR #25690) Transverse Load on Wall Allowable Height for Transverse Load (LARR #25690) Total Allowable Transverse Load (LARR #25690) PdA.3ign_< ling wdr_yp >a troll _ cnrntmxPQd PQII + 14'„11 —0 1 Combined Axial and Bending Ratio 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 14 of 30 TAMARACK ` GROVE E N G I N E E R I N G CHECK Paft> Pde�ejri_crRite+q ' 1 I'Vnli> Wd,,,gi9a_.N =1 -Orm ,bi.,M :!� 1.Q =1 4 LATERAL FORCE GENERATION 1-1 DIRECTION Design Height A,,,,r.mIVWth•Length=276 ftz Area of Roof L, :=50.2 ft Length of Walls in 2-2 Direction FORCE GENERATION: tint:= (A_ff,DL?_e+) -r' ((-2) • Lina -DL,—et) =1430.4 Of Total Weight in 1-1 Direction Fp_.,., e _ _ , .– 0.4 • ci�'R 'ps • 14rt (1 + �2 • � JI �} = 227.5 lbf Seismic Lateral Force _ t .gyp 1.6•SDS • It, •Wt.-2271.91bf Fp_1-in =0.3•Sn •Ip•i4't=426.5 tbf Fp-, .- max (Pp nx`, ,F, _j,)=426.5 tb7f Fp:=vn n (Ft+..1, Fp_maa) =426.5 tbf F,r,i5d:=0.7-F1,=298.6 Of FPs,,, e °- . drl.71h. • Pi,laernat = 552 tbf el�.$i!vi.—lilaX�I'lr naYle il_!r>evstme�=552 Of 20 Int f Length SHEAR PANEL CALCULATIONS: L, :=10 ft Length of Wali on Line 1 d,,.,,..- Twid€le_1. ,.j,7.�,7 En�rF 1:" � l 1 = :=10 ft Length of Wall on Line 2 Maximum Lateral Seismic Force Minimum Lateral Seismic Force Generated Lateral Seismic Force ASD Lateral Seismic Design Force Lateral Force from Intemal Pressure Lateral Design Force Distributed Design Load Twidth-1 =13.8 ft TributaryWidth In -Plane Force on Wall Line 1 27,,, ,j 2 =13.8 f t TributaryWidth 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 15 of 30 u�d,, qer' Twidth Z =27.6 1if }`�-= L - L R:= H 0.8 rain (Ll' 12) F't�rcPlartE_=240lif CHECK Fes[ fn nta I>max (f],f2)-1 H=8 ft A,,,,,f;=Length -TVidtic=276 ft2 L,,n := 20 ft FORCE GENERATION: 194-:= r i$ .:= (A,,,f `DLp,u r) + ((2) . L..tr • DLP„_a 1=1068 1bf In -plane Force on Wall Line 2 Worst Case Shape Factor Ratio Allowable In -plane Shear (LARR #25690) Design Height Area of Roof Length of Walls in 1-1 Direction Total Weight in 2-2 Direction 0.4 • a.P • Sys' Urt . • �1 +(2. L 169.9 1bf Seismic Lateral Force P ) Ip, :=1.6 a Sn,j • Ip - Wt. =1698.5 1bf Fp_mzn.=0.3•Sp-li,-Ii t=;318.5 1bf Fpmt=max(F.-"V_q!FP ¢azdn)=318.5 1bf FP:- min (FP 1, )=318.5 1bf Fp, .d=0.'7•F1,=22,2.9 1bf Fl,_.r,:°- '1,Vidth•-Pj.,.ruxi=200 1bf Fp— fiAdr�t :.T max (Fp—.d, FP_rusirm} , Y 222.9 16f =22.3 pIf Lti4dth Maximum Lateral Seismic Force Minimum Lateral Seismic Force Generated Lateral Seismic Force ASD Lateral Seismic Design Force Lateral Force from Internal Pressure Lateral Design Force Distributed Design Load 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 16 of 30 TAMARACK'T GROVE E N G I N 'c E R I N G SHEAR PANEL CALCULATIONS: LA:=22.6 ft Length of Wall Line A Wd', iv • TuzdMA fA' =4.9 pif 1 L$:=27.6 ft Length of Wail Line B l B �'�E.ctlltl. .` 4.CjC111t_I{ _ 4 pi Ln H R= 6.4 �lzin. (I A , Ln! Fall-eitpta"O °=400 Of CHECK E i,,,t,1t>max(fa,fB) 1 SUMMARY.• 7WEREMRE. USE 4" WDOD ERA TME 2-2 © WCTI©N. �u'trlltt. 7*u,t+tlh._a;riad' 27.1�i ft H=8 ft LOADS: 1,-7=3.2 psf P,rert L 7*Tu1dth,-0,6'M•DLr..,,=73.9pff Pintc_mal `5 p8f PI3Ying" Pin (4,nmi =20 2^f fmpkulc:= ILIa (fl,f`Z,.1.4,fu)-.27.6.�ptf f.1,.1 '- mLa x (PLsrrnR , d ittpirru)<j} - 27.0 pif #14 TEK SCREW: in 4Mdrn_.=5 ft Tributary Width In -Plane Force on Wall Line A T" -dui q: 5 ft Tributary Width In -Plane Force on Wall Line B Worst Case Shape Factor Ratio Allowable In -Plane Shear (LARR #25690) 1 PANELS PLAN EdR LATERAL RESMANCE MN Tributary Width of Ceiling Acting on Connection Design Height Uplift Load on Ceiling Uplift Force on Floor -Wall Connection (No uplift) Transverse Load on Wall Transverse Shear Force on Floor -Wall Connection In -Plane Shear Force on Floor -Wall Connection Governing Shear Force on Floor -Wall Connection Length of Screw CD =1.6 Duration Factor for Wind & Seismic (2012 NDS) SR„Mt44,:=18 in Spacing of #14 Tek Screw Through Angle 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 17 of 30 TAMARACK GROVE E N G I N E E R I N G CI) - 162 1bf V"„e,.:= =172.8 pIf Ss,eu, 172 1bf in =550.4 pIf T.Sercw:= S Hilti KH -EZ 1/4" INTO CONCRETE= Sa„181:= 24 in yttn<�uir:=fma:c • SaACl,pr= 55.2 1bf 1/aff anrhor:= 750 1bf CHECK .f mu � �isarru, =1 Allowable Shear of #14 Tele (2012 NDS) Allowable Tension of #14 Tek (2012 NDS) Spacing of Anchor Through Angle Shear Force on Anchor Allowable Shear Force on Anchor (Hilti Report) 7 TYPICAL CEILING PANEL TO WALL PANEL CONNECTION DETAIL 1 T,,+111, = 27.6 ft Tributary Width of Ceiling on Connection H=8 ft LOADS: LC7=3.2 psf Prerr:=jC7•Tr,Kae1,=88.3 pff Piatcrnar'-5 Paf pif ft,uplanc:=i11&X (ft +J2•fi1 `f8) =27.6 Of f,nax := max (P,,,,,, + f inpfane) = 27`6 1if LAG SCREW W/ #8 TEK CONNECTION: St,,k-=23 in 1Tr11k = 57:3 1bf =299 pif S"k Design Height Uplift Load on Ceiling Uplift Force on Wall -Ceiling Connection Transverse Load on Wall Transverse Shear Force on Wall -Ceiling Connection In -Plane Shear Force on Wall -Ceiling Connection Governing Shear Force on Wall -Ceiling Connection Spacing of Connection Allowable Shear of Connection (LARR #25690) 472 1bfTt„k:= =246.3 p!f Allowable Tension of Connection (LARK #25690) Stek T 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 18 of 30 CHEOC 8� I TAMARACK `7 GROVE E N G I N E E R I N G Pool f". + —0.5 Combined Stress Ratio for Connection Tr.�t; Vc,ra cnn,r _t 1A =1 d ftYtYP :5 ~1.k =1 P,,,rt < Ttr.k =1 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 19 of 30 TAMARACK GROVE E N G I N E E R I N G 7 SOFTWARE PRINTOUTS 7.1 HILTI KH -EZ www.hiltLus IIIII� Profis Anchor 2.5.2 Company: TAMARACK GROVE ENGINEERING Page: 1 Specifier: Project: Address: Sub -Project I Pos. No.: Phone I Fax: 1 Date: 5/14/2015 E -Mail: Specifier's comments: HILTI EZ MAXIMUM SHEAR LOADING 1 Input data Anchor type and diameter: KWIK HUS -EZ (KH -EZ) 1/4 (1 5/8)-i Effective embedment depth: herae = 1.180 in., hm, = 1.625 in. Material: Carbon Steel Evaluation Service Report: ESR -3027 Issued I Valid: 6/1/2014 112/112015 Proof: Design method ACI 318-11 / Mech. Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.060 in. Anchor plate: I, x Iy x t = 24.000 in. x 1250 in_ x 0.060 in., (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 2500, ft' = 2500 psi; h = 4.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear. condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (Gat. C, D, E, or F) Tension load: yes (D.3.3.4.3 (b)) Shear load: yes (D.3.3.5.3 (a)) Geometry [in.] & Loading [lb, in.Ib] Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c 12003-2009 Hilti AG, FL -9494 Schaan Hilti Is a registered Trademark of Hilti AG, Schaan 812 S. La Cassia Dr. - Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 20 of 30 -TAMARACK'-TAMARACK'Tf GROVE E N G I N E E R I N G www.hiltims m nn m� Profis Anchor 2.5.2 Company: TAMARACK GROVE ENGINEERING Page: 2 Specifier: Project:y Address: Sub -Project I Pos. No.: Phone I Fax: Date: 511 /2015 E -Mail: 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [Ib] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y max. concrete compressive strain: - [%o] max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 0 [lb] resulting compression force in (x/y)=(0.000/0.000): 0 [lb] 3 Tension load Load N„a [lb] Capacity 4,N„ [lb] Utilization p = N„a/+N„ Status Steel Strength* N/A N/A N/A N/A Pullout Strength* N/A N/A N/A N/A Concrete Breakout Strength** N/A N/A N/A N/A * anchor having the highest loading **anchor group (anchors in tension) Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c) 2003-2009 Hiiti AG, FL -9494 Schaan HiIG is a registered Trademark of Hilb AG, Schaan 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 21 of 30 TAMARACK ` GROVE E N G I N E E R I N G www.hilti.us Company: TAMARACK GROVE ENGINEERING Page: Specifier: Project: Address: Sub -Project I Pos. No.: Phone I Fax: Date: E -Mail: ACI 318-11 Eq. (D-5) 4 Shear load I = I I� Profis Anchor 2.5.2 3 5/14/2015 Load Vua [lb] Capacity OVn [lb] Utilization py = Vua/OVn Status SteelStrength* Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength- 750 763 99 OK Concrete edge failure in direction `* N/A N/A N/A N/A *anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength Vse,eq = ESR value refer to ICC -ES ESR -3027 � Vsteel V„a ACI 318-11 Table D.4.1.1 Variables n As.y [in .2] fut. [psi] 1 0.05 134000 Calculations Vse.eg [ib] 1393 Results Vsa,eq [lb] steel �nonductile Vsa [lb] Vu. [lb] 1393 0.600 1.000 836 750 4.2 Pryout Strength Vcp = k -p [QN1 1 Yd,N 1p.,N Y p,N Nb] / ACI 318-11 Eq. (D-40) NcO Va, z Vua ACI 318-11 Table D.4.1.1 ANS see ACI 318-11, Part D.5.2.1, Fig. RD -5-2.1(b) AN.0 [in 21 AN.0 = 9 hef ACI 318-11 Eq. (D-5) 1 wcp N Nb Db] wec N =1 2 eN 5 1.0 ACI 318-11 Eq. (D-8) 3 haf 1.000 wed,N = 0.7 + 0.3 (51.5h, ) < 1.0 ACI 318-11 Eq. (D-10) w.p,N = MAX(ca,min 1-5hef) < 1.0 ACI 318-11 Eq. (D-12) qac cap Nb = kc ),a Nr he}5 ACI 318-11 Eq. (D-6) Variables kw hef [in.] ec1,N [in.] e.2,N [in-] ce.min [in-] qN ca, [in.] kc ?.e f [psi] Calculations AN, [In 2] AN.0 [in 21 wecl N Vec2 N pled N wcp N Nb Db] 12.53 12.53 1.000 1.000 1.000 1.000 1090 Results VT [lb] �ooncrete seismic �nonducile V, [lb] Vua [lb] 1090 0.700 1.000 1.000 763 750 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROMS Anchor (c) 2003-2009 Hifti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 22 of 30 S #631 CBX STRUCTURAL ENGINEERING CALCULATIONS III II Location: TAMARACK T GROVE TGE Job Number: TGE16-7037 E N G I N E E R I N G IIIIIIIIIIIIIIIIIIIIIIIII www.hilti.us Profis Anchor 2.5.2 Company: TAMARACK GROVE ENGINEERING Page: 4 Specifier: Project: Address: Sub-Project I Pos. No.: Phone I Fax: Date: 5/14/2015 E-Mail: 5 WArrftgs . Lad va-dkoftdians an theof the lfw ptalle are ract c midered. The arach r plkifie is a sstoned to be m�l%am t6f In order not to i to the Iat rr09 dl13 airidl results must to dwei*ed for agesmardwiii the aasfrs% amadillims and for pl itAIM • Owdrow A sIMAss when st. a,e +; �1 it is used. The 0 f is t;� *w non-steel Cp.m � pullout stmngih� avd 1�xt . Condition B app w4r&-m clary reinknmmill its u.--A arst for Pullout 8.tec t wA I a,� Ott. Refer iv �uv pand fiNaderd. • FbOar (v tie mmwifeGiturer's i t5vcileeir" and In t'sOm krAng6mm- - twj lifte t elitsfer of loads kdo t1ve blase racAniall and the shears resisIlai are m4ulmd in amt-dance %ift ACI M cc We rielewinit standard 9 • Aug atta-trra• spprcaett 5os situ»cs assilv2s� to Sensrnlc Deaigtr � C, Qt, IE � IF � givan in ACI 3fi$-19 x'.as�'nc D, >P�rf 13.3.3.4.3 Q YAC^=riPi> gGvemina dtrofanandmrnrgroupaTarvilwmb2Iflitafedtyductilesteelfatze-Itfi'bs;fr.WITttlrcase,the cent r dasigrr (tension) s�" saltKy the urns of Part D.3.2.4.3 duA !Fail G-3-3-43 (c), or Part D-3'3_4..3 (tom The camledaan Cf--*n (steitiet stag --4* the proAsws *f ID_ _3.5..3 (a • Pat D3 _14_3 W) J part D.3.3.5.3 4a'7 r tt ra the aftchment She w4am me auvvec&ig to the stns ie be desbred to tum ductile IM*qalt a 6=1 Level oorresWgbqb awtwftirces no greater than =dx6rg in sbvngth, Pari ®3:-4.3 (y J pal 1.3.3.5.3 (b) f to € Ci y requiterrss a o uua a t andiors shah to the atter EV a 4ielding attrtcfotmts Ptt D.31.4.3 (d) t part 13.3.3.5.3 (ej ;mss rsled2ity t2gttireme7ria t r n stt ngth of t?WM*= tsa equal or excwd ttus ffattimmipriftn J shear obtained 1 dm4p and mgnit irtaflone that ftk4a Ff vAb E IRweased, by may. • FM P004voalpad anchors shmtl @set Misill tts as r!le€0mce with the H91 tdwulmdairluft 170ftn' In llatiorr i 0641. Pifec%rre AOI 3'i16-19, F ii.9.1 Fa in ing meets Me design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c) 2003-2009 Hitti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilt! AG, Schaan 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 23 of 30 A TAMARACK GROVE E N G I N E E R I N G 8 MATERIAL AND HARDWARE PRINTOUTS 8.1 LARR 25690 BOARD OF BUILDING AND SAFETY COMMISSIONERS VAN AMBATIELOS PRESRIENT E. FELICIA BRANNON VICE=PRESIDENT JOSELYN GEAGA-!ROSENTHAL GEORGE HOVAGUIMIAN JAVIER NUNEZ Custom Cooler, Inc. 420 East Arrow Hwy San Dimas, CA 91773 Attn: Steve Pearson (909) 592-1111 ITIFF'OFM CALIFORNIA '� 1111III]® ERIC GARCETTI MAYOR DEPARTMENT OF BUILDING AND SAFETY 201 NORTH FIGUEROA STREET LOS ANGELES, CA 9301 RAYMOND S, CHAN, C.E„ S,E, GENERAt MAMAr.ER FRANK BUSH E GWTWE OFFICER RESEARCH REPORT: RR 25690 (CSI #13030) Expires: December 1, 2016 Issued Date: February 1, 2015 Code: 2014 LABC GENERAL APPROVAL — Renewal - Custom Cooler Incorporated Prefabricated Model 300 Refrigeration Panels for Walk -In Coolers and Freezers. DETAILS The panels consist of 3-1/21` to 5-1/2" thick high density foam or wooden frames with foamed -in- place rigid plastic core material manufactured by Dow Chemical Company and designated as: Voracor CEI 08, CEI 51, CEI 53, CEI 28, CEI 55, CEI 52, CE 157 "A" side. Delta Therm AF4509 or Voracor CR1004 `B" side. The skins are fabricated from 26 gauge galvanized steel with a minimum yield strength 33 ksi. The panels are held together by the use of cam -locking devises along the edges of the panels. Access holes for these devices are covered with metal or plastic plugs. Flame Spread and Smoke Development ratings per ASTM E84 are 20 and 300 respectively, for the foam (tested alone) and 15 and 250 respectively, for the foam with the skin described below. Density of the foam core is 2.2 + or -.2 ,pef. Custom Cooler Incorporated freestanding walk-in coolers and freezers constructed of panels described above are approved subject to the following conditions: 1. Use of the panels shall be limited to locations where combustible construction is permitted by the 2014 Los Angeles City Building Code. 2. The panels shall be fabricated in a shop of a licensed fabricator approved by the Los Angeles City Building & Safety Department.. Fabrication in unlicensed shops will invalidate this approval, RR 25690 Page I of 5 IADIIS G•s4R.AdMI-XI14g AN EQUAL EMPLOYMENT OPPORTUNITY- AFFIRMATIVE ACTION EMPLOYER 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946FAX Page 24 of 30 TAMARACK GROVE E N G I N E E R I N G Custom Cooler Incorporated Re: Custom Cooler Incorporated Prefabricated Model Refrigeration Panels for Walk-in Coolers and Freezers 3. A thermal barrier is required per Section 2603.4 of the 2014 Los Angeles City Building Code unless exempted per Section 2603.4.1. 4. Complete plans and calculations, signed and stamped by a civil or structural engineer or architect registered in the State of California, shall be submitted to the Structural Plan Check for their approval for each job. 5. An approved fire retardant roof covering (Class "A" or "B") shall be placed over the panels when used as exterior roof panels. 6, A separate approval from the Electrical Testing Laboratory shall be required for electrical installations within the panels. 7. Resign of building utilizing the panels shall be in accordance with the requirements of the 2014 Los Angeles City Building Code and the design data specified A. Panel Height Limitation (feet) and Maximum Concentric Axial Loads (PLF) Thickness interior Panels Exterior Panels 20 Ib/sqfit Maximum Axial Load 'PLF 4" wood Frame 30 18 600 4" foam Frame 24 13 300 5" wood Frame 31 20 600 5"foam Frame 28 14 300 6" wood Frame 32 21 600 6" foam Frame 30 15 300 B. Maximum Allowable Loads for Roof or Ceiling Panels (V►r/F = Wood Frame) (F/F = Foam Frame) RR 25690 Page 2 of 5 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 25 of 30 TAMARACK € GROYE E N G I N E E R I N G Custom Cooler Incorporated Re: Custom Cooler Incorporated Prefabricated Model Refrigeration Panels for Walk-in Coolers and Freezers Span t = 4 In. WIF t = 4 in. FIF t - 5 in. WFF t-5 in. F/F t = 6 in. W1F t = 6 in. FT 10' 53 49 65 65 79 79 12' 50 36 55 48 66 fit 14' 1 37 27 47 37 57 48 16' 28 20 40 29 so 38 18' 22 16 32 23 42 30 20' 18 13 25 18 34 24 22' 14 10 20 15 27 20 24' 11 8 17 12 23 16 26' 9 7 14 10 19 13 28' 8 6 11 8 16 11 30' 6 10 7 13 to 32' 9 6 11 8 C. Maximum Allowable Shear Load of Wall Panels (PLF): Shape Factor (Height:Width) Ratio Allowable Shear (ppf) 0.5:1 400 1.1 200 1.5:1 133 2:1 loo D. Maximum Allowable Roof'Ceiling Diaphragm Shear Shape Factor (Height: Width) Ratio Allowable Shear (ppf) 0,5:1 400 1:1 200 1.5:1 133 2:1 100 3:1 MAXIMUM 67 The panels shall be continuous between exterior shear walls and shall not contain any openings or holes. RR 25690 Page 3 of 5 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 26 of 30 -TAMARACK GROVE E N G I N E E R I N G Custom Cooler Incorporated Re: Custom Cooler Incorporated Prefabricated Model Refrigeration Panels for Walk-in Coolers and Freezers R. Ceiling panel to wall panel connections are made with 318" dia.:Lag screws or cam - locking devises, then a 26 gauge galvanized continuance angle cap is installed using #8 x 5/8" long tek screws (see attachment I)- The allowable shear and tension loads for the lag bolt connection are 573 and 472 pounds respectively. The allowable shear and tension loads for the camlock connection are 464 and 123 pounds respectively. F. Maximum Allowable Loading for the Cain -Locking Devices: a. Locations of connectors must be detailed on approved plans, the spacing of connections shall be calculated for each job but not less than two per width of panel (Width of panel = 46 112"), 9. Allowable loads for shear walls and diaphragms are not applicable to buildings incorporating structural steel framing. 10. No increase in allowable stresses is allowed for the values indicated above for short duration of loads due to wind or seismic forces. 11. All design values and methods not included in this report shall be in accordance with requirements of the 21314 Angeles City Building Code. DISCUSSION The report is in compliance with the 2014 Los Angeles City Building Code. The approval is based on tests on the foam per requirements of See. 2603 of the 2014 Los Angeles City Building Code, tests conducted in accordance with ASTM E-84 on the finished panels, and load tests conducted in accordance with ASTM E-72. Addressee to whom this Research Report is issued is responsible for providing copies of it, complete with any attachments indicated, to architects, engineers and builders using items approved herein in design or construction which must be approved by Department of Building and Safety Engineers and Inspectors. This general approval of an equivalent alternate to the Code is only valid where an engineer and/or inspector of this Department has determined that all conditions of this Approval have been met in the project in which it is to be used. RR 25690 Page 4 of 5 812 S. La. Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 27 of 30 Wood Frame Foam Frame Tension parallel to panel face 386 168 Shear along longitudinal edge of panel in direction parallel to panel edge 280 147 a. Locations of connectors must be detailed on approved plans, the spacing of connections shall be calculated for each job but not less than two per width of panel (Width of panel = 46 112"), 9. Allowable loads for shear walls and diaphragms are not applicable to buildings incorporating structural steel framing. 10. No increase in allowable stresses is allowed for the values indicated above for short duration of loads due to wind or seismic forces. 11. All design values and methods not included in this report shall be in accordance with requirements of the 21314 Angeles City Building Code. DISCUSSION The report is in compliance with the 2014 Los Angeles City Building Code. The approval is based on tests on the foam per requirements of See. 2603 of the 2014 Los Angeles City Building Code, tests conducted in accordance with ASTM E-84 on the finished panels, and load tests conducted in accordance with ASTM E-72. Addressee to whom this Research Report is issued is responsible for providing copies of it, complete with any attachments indicated, to architects, engineers and builders using items approved herein in design or construction which must be approved by Department of Building and Safety Engineers and Inspectors. This general approval of an equivalent alternate to the Code is only valid where an engineer and/or inspector of this Department has determined that all conditions of this Approval have been met in the project in which it is to be used. RR 25690 Page 4 of 5 812 S. La. Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 27 of 30 TAMARACKGROVE E N G I N E E R I N G Custom Cooler Incorporated Re Custom Cooler Incorporated Prefabricated Model Refrigeration Panels for Walls -in Coolers and Freezers Quan Nghiem, Chief Engineering Research Section 201 N. Figueroa St., Room 880 Los Angeles, CA 90012 Phone -213-202-9816 Far -213-202-9943 ED R RAsfi.7asaara�ra3ti kmri}ne ?cam. Attachment: Panel Connection Detail (2 Pages). RR 25690 Page 5 of 5 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 28 of 30 STRUCTURAL ENGINEERING CALCULATIONS -'alo TA AMACK : GROPE . . E N G I N E E R I N G RR 25690 ,ATTACHMENT PANEL CONNECTIONS EXT EXE_..._.. HIGH D NggRY CAULKING FOAM S�o FOAM 2X4 FO f METAL I I PLUG BUTON�J CAM LOCK FASTENER PLUG BUTTON / CAM SILICONE// / LOCK FASTENER SILICONE INTERIOR S INTERIOR WALL TO WALL FOAM FRAME WALL TO WALL WOO©FRAME 1° X 6° CONT. 26GA 3/8° X 6' LAG BOLT GALY. STEEL TOP CAP WITH #8 X 5/8° TEK SCREWS AND WASHER 3/8' X 8' LAG BOLT METAL CONT. AND WASHER TOP CAPX CAULKING CEILING PANEL 5/8° METAL W111TEK SCREWS CEILING PANEL NSF FT NSf GASKET 2x WOOD WALL PANEL FOAM WALL CEILING TO WALL CEILING TO WALL FOAM FRAME UJOOD FRAME LAG SCREW cow. TOP CAP W/p x 5/g° METAL TEK SCREWS CEILING PANEL WALL CEILING TO WALL WOOD FLAME CAM LOCK 812 S. La Cassia Dr. • Boise, Idaho 83705 (208) 345-8941 (208) 345-8946 FAX Page 29 of 30 Project Name: JACKSON'S 6c STRUCTURAL ENGINEERING :x CALCULATIONS TAMARACK T GROVE TGE Job Number: TGE16-7037 E N G I N E E R I N G RR 25690 ATTACHMENT 2 WALL TO FLOOR GONNEOTION5 EXTERIOR INTERIOR INTERIOR W GLASS I WALL PANEL W/ CLASS I WALL PANEL POLYURETHANE / GALV. METAL POLYURETHANE 26GA GALV. METAL FOAM CORE SKIN SKIN FOAM CORE SKIN 3/4' X 3/4' X 1604 3J4" X 34° X 16Gh GALV. STEEL ANGLE EXTERIOR GALV. STEEL ANGLE 14 X 3" TEK #14 X 3' TEK SCREWS SCREWS 12 x 1' �FLOOR PANEL K SCREWS 1' LONG HILTI PIN (X-ZF 32P8) WALL TO CONCRETE FLOOR WALL TO PRE -FAB FLOOR INTERIOR CLASS I INTERIOR WALL PANEL W/ POLYURETHANE 26GA. GALV. METAL CLASS I WALL PANEL W/ FOAM CORE SKIN POLYURETHANE 26GA, GALV. METAL FOAM CORE SKIN 1 1/2' X 1 1/2' X 16GA EXTERIOR GALV. STEEL ANGLE 1 1/2' X 1 1J2" X 16GA. 14 X 3' TEK EXTERIOR GALV. STEEL ANGLE CREWSi4 X 3' TEK S19EWS 1" LONG HILTI PIN (X-ZF 32P8) 1" LONG HILTI PIN (X-ZF 32P8) WALL TO CONCRETE FLOOR WALL TO CONCRETE FLOOR �J EXTERIOR INTERIORp CLASS I WALL PANEL W/ POLYURETHANE 26GA. GALV. METAL FOAM CORE SKIN 1 1/2" X 6 1/2' X 16G4 3/4' X 3/4' X 16GA. GALV. SSTEEL ANGLE GALV. STEEL ANGLE SC14 X TEK 14 TEK 5CREWS3' REWS3' X12 x 1" TEK SCREWS FLOOR PANEL 1' LONG HILTI PIN (X-ZF 32P8) WALL TO PRE -FAB FLOOR Q 812 S. La Cassia Dr. • Boise, Idaho 83705 (208) 345-8941 (208) 345-8946 FAX Page 30 of 30 Bill Rambo Permit Technician City of Tukwila Community Development Department Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 October 17, 2016 HAND DELIVERY RE: Construction and Plumbing Permit Application New Walk -In Cooler Jacksons Food Store No. 631 13138 Interurban Avenue South, Tukwila, Washington King County Parcel No. 000300-0108 Our Job No. 14700.1 Dear Bill: CIVIL ENGINEERING, LAND PLANNING, SURVEYING On behalf of our client PacWest Energy LLC, Barghausen Consulting Engineers, Inc. respectfully requests that the City of Tukwila Community Development Department review the enclosed Construction and A""4c ermit applications for the construction of a walk-in cooler. Please note that the former permit application to remodel the existing men's rest room has been discontinued. We request that this new scope of work act as a revision to that permit, if possible. The scope of work is to construct a new 278=square-foot walk-in cooler in the former Learning Center area, to be accessed through the existing walk-in cooler. The following items are enclosed for your review: 1. One (1) Construction Permit application for a new walk-in cooler 2. One (1) Pf ifing Permit application for one (1) new floor sink 3. One (1) check No. 30664 from Barghausen Consulting Engineers, Inc. made payable to the City of Tukwila for permitting fees 4. Three (3) sets of signed plans prepared by Barghausen Consulting Engineers, Inc. (unless otherwise noted), including the following plans and documents: a. Architectural site plan, Cover Sheet ASA b. Remodel demolition floor plan, Sheet A1.0 c. Remodel floor plan, Sheet A1.1 d. Remodel roof plan, Sheet A1.2 e. Remodel equipment plan, Sheet A1.3 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX BRANCH OFFICES • TUMWATER, WA • LONG BEACH, CA • ROSEVILLE, CA • SAN DIEGO, CA www.barghausen.com Bill Rambo Permit Technician City of Tukwila Community Development Department Permit Center -2- October 17, 2016 f. Cooler package, Sheet A1.4 g. Shear wall retrofit plan, Sheet S1, prepared by Visser Engineering and dated September 9, 2016 h. Structural calculations (analysis for tenant improvement of existing space) prepared by Visser Engineering and dated September 9, 2016 i. Cooler connection details, Sheets 1 and 2, prepared by Custom Cooler, Inc. and dated September 12, 2016 j. Structural engineering calculations for Custom Cooler, Inc., prepared by Tamarack Grove Engineering and dated September 28, 2016 Should you need additional information or require additional materials for your review, please contact me at (425) 656-1063 or via email at cpinner@barghausen.com. Sincerely, VVvf Caryl Pinn Design Engineer CJP/hd 14700c.010.doc enc: As Noted cc: Jack Davis, Jacksons Food Stores, Inc. Joe Hempel, Jacksons Food Stores, Inc. Jay S. Grubb, Barghausen Consulting Engineers, Inc. Daniel B. Goalwin, Barghausen Consulting Engineers, Inc. rCRMlT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M16-0161 DATE: 10/19/16 PROJECT NAME: JACKSONS 631 SITE ADDRESS: 13128 INTERURBAN AVE S X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: 33 ki PM (/ Building Division Revision # before Permit Issued Revision # after Permit Issued W NSA 11 Fire Prevention PIanning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 10/20/16 Not Applicable ❑ Structural Review Required ❑ (no approvallreview required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/17/16 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southeenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.izov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 17 Plan Check/Permit Number: (� I 0 1� / ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # [A Revision # _� after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name:1rCl�j7�G Project Address:�� nJ'7ZQ? Contact Person: AiAz� (iUN-tom( VYI4--i Phone Number: :31 Summary of Revision: Q -)c 4�O ST 4::�J tAJ t ---X 1ST CCmK- G*-rl aJ Sheet Number(s): "Cloud" or highlight all areas of revision including datrevision L_c Received at the City of Tukwila Permit Center by: 754 ---Entered in TRAKiT on 2' W:\Permit CenteffemplatesTormsURevision Submittal Form.doc Revised: August 2015 All Points Heating & Fireplace IF Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of Ch Labor & Industries All Points Heating & Fireplace Owner or tradesperson Principals WAKMAKI, ALAN, PRESIDENT QUINTON, RONALD D II, VICE PRESIDENT SC & B SERVICES, 000, AGENT (End: 08/11/2015) Doing business as All Points Heating & Fireplace 4332 CHENNAULT BEACH RD MUKILTEO, WA 98275 425-241-2256 SNOHOMISH County Page 1 of 3 Search L&I`i A-L:Index Help MyLS'I Workplace Rights Trades & Licensing WA UBI No. Business type 602 297 835 Corporation Parent company Governing persons Horeco Inc ALAN Effective — expiration D 11 /12/2010— 09/09/2017 WALIMAKI Bond ................ RONALD D II QUINTON; License $12,000.00 Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor. Active. ...................._.................................................... Meets current requirements. License specialties $1,000,000.00 GENERAL License no. ALLPOPH904QK Effective date Effective — expiration 09/01/2015 11 /12/2010— 09/09/2017 Expiration date Bond ................ 09/01/2017 Ironshore Indemnity Inc $12,000.00 Bond account no. SUR40006970 Received by L&I Effective date 08/31/2015 10/12/2015 Expiration date Until Canceled Bond history Insurance Continental Western Ins Co $1,000,000.00 Policy no. CPA 6015326 Received by L&I Effective date 08/25/2016 09/01/2015 Expiration date 09/01/2017 Help us improve https:Hsecure.lni.wa.gov/verify/Detail.aspx?UBI=602297835&LIC=ALLPOPH904QK&SAW= 12/12/2016 O.� 1/x=T=_Qm ARCHITECTURAL SITE PLAN 2016-10-17 0 2 4 8 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a neer plan submittal and may include additional pian review fees. t, K j i tr` i�W �UOltc�3m� z�yfr Agile (yy;aiL. y,,q � , Plan i subject to errors and omission 3, Approval C} coo#:m nts does not auth0IiZ the violation ao tsvd od ordinance. RecL�iii of approved %i ;.i o y on it' ns is acknowledge : ..,r ' Date: v r Cit, Of Tukwila BUILDING DIVISION ; f; R ECT ATION R" a VICINITY MAP SITE DATA 77 ADDRESS: 13138 INTERURBAN AVENUE S TUKWILA, WASHINGTON OWNER: PacWest ENERGY, LLC dba JACKSONS FOOD STORES, INC. 3450 E. COMMERCIAL CT. MERIDIAN, ID 83642 CONTACT: JACK DAMS, 208.841-0496; EMAIL- jack.davisOjacksonsxom SITE AREA: 24,450SF OR 0.56 ACRES APN: 0003000108 ZONING: C/U— COMMERCIAL/UGHT INDUSTRIAL I i7 W BUILDING AREA: 2,976GSF EXISTING CONVENIENCE STORE 802GSF FORMER LEARNING CENTER 2,120GSF EXISTING CANOPY OVER 4 MPD's BUILDING AREA: 2,976GSF EXISTING CONVENIENCE STORE 8020SF STORAGE ROOM FOR CONVENIENCE STORE 2,120GSF EXISTING CANOPY OVER 4 MPD's NO CHANGES TO EXISTING SQUARE FOOTAGE OF STRUCTURE CONSTRUCTION TYPE: V—B EXIST. OCCUPANCY: M (STORE AND GAS); B (LEARNING CENTER). NEW OCCUPANCY: M (STORE AND GAS) — ENTIRE STRUCTURE 1) A PORTION OF THE SHEAR WALL BETWEEN THE EXISTING WALK—IN COOLER AND THE STORAGE ROOM (FORMERLY THE LEARNING CENTER) WILL BE REMOVED TO PROVIDE ACCESS TO A NEW WALK—IN COOLER. REFERENCE STRUCTURAL DRAWING S1. 2) A PORTION OF THE EXISTING WALK—IN COOLER W LL--BE—RE�aYEE TO PROVIDE ACCESS TO A NEW WALK—IN COOLER.tee;',' �A ie j'j 3) (1) NEW CONDENSER UNIT WILL BE ADDED TO TH ►RQ ' pR SHEET INDEX I APPLICABLE CODES I0�{ektr��a;� I AS.1 ARCHITECTURAL SITE PLAN A.10 REMODEL DEMO FLOOR PLAN A1.1 REMODEL FLOOR PLAN A1.2 REMODEL ROOF PLAN A1.3 REMODEL EQUIPMENT PLAN A1.4 COOLER PACKAGE S1 SHEAR WALL RETROFIT PLAN 2015 INTERNATIONAL BUILDING CODE Sff Cas Piping 2015 UNIFORM PLUMBING CODE i 2015 INTERNATIONAL MECHANICAL CODEC <<�;' 2015 INTERNATIONAL FIRE CODE - 2015 INTERNATIONAL ELECTRICAL CODE 7 2016 2012 WASHINGTON STATE ENERGY CODE ICC/ANSI A1117.1-2009 VERSION WASHINGTON STATE AMENDMENTS AND PUBUSHED CODE REVIEWED FOR CODE COIMPLIANC ARCHITECT/ENGINEER: CONTACT: STRUCTURAL OCT 2 5 7016 BARGHAUSEN CONSULN NGINEER&1V1;i_1a #1C. 18205 72ND AVENUE ! KENT, WA 98032 ' ity of UILUII� G DI`>ISIC, CARYL J. PINNER (42W656-1-063- VISSER ENGINEERING COMPANY, INC. 32001 32NUAVEM S4LITH SUITE _320 9 REGISTERED ARCHITECT VIEL B TE OF V= -XP: 08/05/15 I N d' CL I . CO N ai 00 C Y v y n .... o Lc) 00 N LO wa rr 00 z0 � 00 0 z sCn O N E c V a � cc L z C) CD O T �0)c000 L.I. zC W CCS w /C..�) ¢ 00 Z V_ I= n i «� °O cDW© � v W N C:) o. U.I �LO 11q3 - M REGISTERED ARCHITECT VIEL B TE OF V= -XP: 08/05/15 I 4� Q � CL I a a 'v I •- N ai C Y v y n z 3 o N 0 � z0 � w 0 z sCn Ld a � Z L z > C14z ON0 �0)c000 zC W w N r\3•Lr)U0 aC 1 I Z V_ I= n i z w °O Y �• v c=i� 4� m • N 8 z m N 0 � m N 8 z m N 0 � � a 0 SYSTEM CU- 1:OANDO CU -1 COOLER ►0•; TRAP AT RISER (TYP.) I IL L S TRAP LEAVING REFRIGERATED ROOM COOLER / FREEZER FLOOR PLAN ALL JACKSONS PROVIDED ROOF TOP CONDENSERS AND REFRIGERATION EQUIPMENT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO INSTALL AND INCLUDE ALL EXPENSES ASSOCIATED WITH THE START UP COSTS. EVAPORATOR COILS SYSTEM QTY, HEATCRAFT MODEL # FANS REFG. TYPE R CAPACI Y B.T.U.'S 1 HR. EACH POWER SUPPLY BOX TEMP. °F DEFROST HEATER FAN MOTOR APPROX. NET WT. LBS. QTY• EACH CFM MCA MCA CU -1 COOLER 2 LSC070AE 2 1,460 R404A 7,000 115V 1 Phase +35 11.7 1.8 es.sW4 sd ash 1 LEGEND S SUCTION L LIQUID C CONDENSATE DRAIN NOTE: ALL SUCTION LINES TO BE INSULATED CONDENSING UNITS SYSTEM QTY HEATCRAFT COMPRESSOR SUCTION REFG. TYPE REFG. CHG. APA ITY B.T.U. S POWER DEFROST MIN. CCT. MAX. FUSE APPROX. NET' COMPOSITE PANEL. THE "R" VALUE WILL BE 30 WITH A DENSITY OF 2.2 Q MODEL # 0cl) TEMP. R LBS. I HR. EACH SUPPLY TIMER AMP. SIZE LBS. CU -1 COOLER 1 MOH025X63 2.5HP HERMETIC +250 R404A 9 54,430 @ +25SST/900 208-230v / 3 0 ELECTRIC 15 15 208 ea 3aL X 18h X Wd ci co RESISTANCE TO THERMAL CONDUCTION. 2. COMPRESSOR CONTACTOR. 00 3 3. HIGH AND LOW PRESSURE CONTROLS. 2.3 AMB. 4. WEATHER RESISTANT HOUSING WITH WEATHER-PROOF ELECTRICAL CD LOCKING DEVICE. THE CAM ACTION DEVICE WILL DRAW THE SECTIONS Z z CONDENSERS WILL INCLUDE THE FOLLOWING OPTIONS: • HEADMASTER • FAN CYCLE • DEFROST CLOCK • SIGHT GLASS • CONDENSER MUST BE SIZED FOR 110 DEGREE AMBIENT • FIVE YEAR WARRANTY ON COMPRESSOR • R404A REFRIGERANT • CONDENSING UNIT MUST BE SET ON TREATED 4x4 EVAPORATORS WILL INCLUDE THE FOLLOWING OPTIONS: • 1i TON THERMAL EXPENSION VALVE • J -INCH SOLENOID VALVE • PENNA19ABC-24 TEMPERATURE CONTROL • J -INCH PVC CONDENSATE DRAIN • DEFROST HEATERS (BEER CAVE ONLY) DESIGN INTENT OF EVAPORATORS &CONDENSING EQUIPMENT THE COOLER/FREEZER MANUFACTURER IS RESPONSIBLE FOR THE SIZING AND QUANTITY OF THE REQUIRED CONDENSERS AND EVAPORATORS FOR THE SPECIFIC APPLICATION. THE MODEL NUMBERS AND SIZES LISTED ON THIS SHEET WERE SUPPLIED BY HORECO. THE ELECTRICAL DESIGN PROFESSIONAL WILL USE THE AMPS LISTED HEREON TO DEVELOP THEIR ELECTRICAL LOADS; IT IS THE SOLE RESPONSIBILITY OF THE COOLER/FREEZER MANUFACTURER TO VERIFY THAT THEIR SUPPLIED EQUIPMENT WILL OPERATE PROFICIENTLY WITH THE DESIGNED LOADS. BARGHAUSEN CONSULTING ENGINEERS, INC. (BCE) IS NOT RESPONSIBLE FOR UNDERSIZED EQUIPMENT. THE COOLER/FREEZER SUPPLIER WILL CONTACT BCE IMMEDIATELY SHOULD A SIGNIFICANT INCREASE IN AMPS BE REQUIRED. 04 COOLER FLOOR PLAN CODES AND STANDARDS NSF STANDARDS: COMPLY WITH APPLICABLE NATIONAL SANITATION FOUNDATION (NSF) STANDARDS AND RECOMMENDED CRITERIA. PROVIDE EACH PRINCIPAL ITEM OF FOOD SERVICE EQUIPMENT WITH A NSF "SEAL OF APPROVAL" UL LABEL: WHERE AVAILABLE, PROVIDE UL LABELS ON PRIME ELECTRICAL COMPONENTS OF FOOD SERVICE EQUIPMENT. PROVIDE UL "RECOGNIZED MARKING" ON OTHER ITEMS WITH ELECTRICAL COMPONENTS SIGNIFYING LISTING BY UL, WHERE AVAILABLE. HEALTH CODE: INSTALL FOOD SERVICE EQUIPMENT IN ACCORDANCE WITH LOCAL HEALTH DEPARTMENT APPLICABLE REGULATIONS. 1. SHOP DRAWINGS UPON APPROVAL OF BID: SUBMIT 1 SET OF COMPLETE DETAILS, MECHANICAL AND ELECTRICAL REQUIREMENTS, AND INSTALLATION INSTRUCTIONS OF EACH ITEM. INCLUDE INFORMATION ON ROUGH -IN DIMENSIONS, SERVICE CONNECTION REQUIREMENTS, OPENINGS, DISPLAY AND LATCH DOOR MANUFACTURER'S INFORMATION, COMPLETE FLOOR PLANS AND EQUIPMENT SPECIFICATIONS. DRAWINGS ARE TO BE SUBMITTED TO JACK DAVIS FOR APPROVAL (BY SIGNATURE AND DATE) PRIOR TO THE MANUFACTURING OF COOLER AND/OR FREEZER AND ITS COMPONENTS. 2. TAKE FIELD MEASUREMENTS TO ASSURE ACCURATE FIT OF FABRICATED EQUIPMENT. 3. INCI UDF WARRANTY INFORMATION ON All FOUIPMFNT. 2012 WASHINGTON STATE ENERGY CODE SECTION C402.5 WALK-IN COOLERS AND WALK-IN FREEZERS. WALK-IN COOLERS AND WALK-IN FREEZERS SHALL COMPLY WITH ALL OF THE FOLLOWING: 1. SHALL BE EQUIPPED WITH AN AUTOMATIC DOOR CLOSER THAT FIRMLY CLOSE WALK-IN DOORS THAT HAVE BEEN CLOSED TO WITHIN 1 INCH OF FULL CLOSURE. EXCEPTION: DOORS WIDER THAN 3 FEET 9 INCHES OR TALLER THAN 7 FEET. 2. DOORWAYS SHALL HAVE STRIP DOORS (CURTAINS), SPRING -HINGED DOORS, OR OTHER METHOD OF MINIMIZING INFILTRATION WHEN DOORS ARE OPEN. 3. WALK-IN COOLERS SHALL CONTAIN WALL, CEILING, AND DOOR INSULATION OF AT LEAST R-25 AND WALK-IN FREEZERS AT LEAST R-32. EXCEPTION: GLAZED PORTIONS OF DOORS OR STRUCTURAL MEMBERS. 4. WALK-IN FREEZERS SHALL CONTAIN FLOOR INSULATION OF AT LEAST R-28. 5. TRANSPARENT REACH -IN DOORS FOR WALK-IN FREEZERS AND WINDOWS IN WALK-IN FREEZER DOORS SHALL BE OF TRIPLE -PANE GLASS, EITHER FILLED WITH INERT GAS OR WITH HEAT -REFLECTIVE TREATED GLASS. 6. TRANSPARENT REACH -IN DOORS FOR WALK-IN COOLERS AND WINDOWS IN WALK-IN COOLER DOORS SHALL BE DOUBLE -PANE GLASS WITH HEAT -REFLECTIVE TREATED GLASS AND GAS FILLED; OR TRIPLE -PANE GLASS, EITHER FILLED WITH INERT GAS OR WITH HEAT-RELECTIVE TREATED GLASS. WALK-IN COOLER / FREEZER SPECIFICATIONS 1.0 GENERAL NOTES: 1.1 WALK-IN COOLER SHALL BE PREFABRICATED METAL CLAD PANELS, DESIGNED IN MODULAR CONCEPT TO FACILITATE ACCURATE JOB SITE ASSEMBLY. 1.2 LIGHTING CONSISTS OF VAPOR -PROOF LIGHT FIXTURES; TO BE FURNISHED LOOSE AND A 30 -MINUTE DIAL TIMER WITH PILOT LIGHT FLUSH MOUNTED ON THE EXTERIOR. PROVIDE SEPARATE SWITCH WHEN BEER CAVE IS SPECIFIED. THE WIRING SYSTEM SHALL BE APPROVED BY UNDERWRITER'S LABORATORY. 2.0 PANEL CONSTRUCTION: 0 n ►►IL�r_Iv I r IN I ht teAUL ALLUWLU WIT E VI OWS�6 HER SI IZED EQUALLY. REFER TO "ANTHONY IN TIONAL 2.1 ALL WALL PANELS SHALL BE FOAMED -IN-PLACE CLASS 1, POLYURETHANE CAPABILITY OF PULLING A VACUUM OF 50 MICRONS OR LESS. THE CO roinT ,nn n.rrrr ' PUMP SHOULD BE CONNECTED TO BOTH THE HIGH AND LOW SIDES OF CONSTRUCTION: 3j" WOOD FRAME URETHANE; 4" HIGH DENSITY URETHANE 6.0 REFRIGERATION: COMPOSITE PANEL. THE "R" VALUE WILL BE 30 WITH A DENSITY OF 2.2 Q CJ) 2z <ao 0cl) POUNDS PER CUBIC FOOT. WALL PANEL FINISH SHALL BE STUCCO EMBOSSED GALVANIZED; COLOR -WHITE: 24GA EXTERIOR AND 26GA 6.1 ALL EQUIPMENT MUST CONFORM TO CONDENSING UNITS AND UNIT O INTERIOR. (INSULATED WALL VALUE: R 25.4 0 COOLER & R 32.4 0 0O COOLERS SCHEDULES AS OUTLINED ON THIS SHEET. EQUIPMENT MUST HAVE UL LISTING FOR THE APPLICATION AS SPECIFIED. oco. o0 FREEZER) Zw ME N WZ 6.2 CONDENSING UNIT AS SPECIFIED SHALL HAVE THE FOLLOWING: 2.2 THE PERIMETER OF ALL PANELS SHALL BE DESIGNED WITH PRECISELY COD <O©CcA _ to FORMED TONGUE AND GROOVED TYPE OF EDGE TO PROVIDE MAXIMUM 1. HIGH EFFICIENCY ALUMINUM FAN, COPPER TUBE CONDENSER. ci co RESISTANCE TO THERMAL CONDUCTION. 2. COMPRESSOR CONTACTOR. 00 3 3. HIGH AND LOW PRESSURE CONTROLS. 2.3 PANELS WILL BE JOINED TOGETHER BY ENGAGING A CAM -ACTION 4. WEATHER RESISTANT HOUSING WITH WEATHER-PROOF ELECTRICAL CD LOCKING DEVICE. THE CAM ACTION DEVICE WILL DRAW THE SECTIONS Z z CONTROL BOX. c0 TOGETHER TO FORM A TIGHT SEAL. 5. ACCESS GUARD. Ne W 6. LOW AMBIENT CONTROL VALVE (CVP II) FPR FLOATING HEAD. 2.4 ALL PANELS ARE TO BE SEALED WITH FOOD GRADE SILICONE; 7. LOW AMBIENT CONTROLS. INCLUDING PANEL TO FLOOR CONNECTIONS. 8. SUCTION LINE FILTER. 2.5 ALL WALK-IN CEILING PENETRATIONS MUST BE SEALED WITH FOAM. 9. 10. LIQUID LINE FILTER DRIER, SIGHT GLASS AND SERVICE VALVE. ELECTRIC DEFROST TIMER. _N 11. EXPANSION VALVES.nc rnrrZrn WILL uYrA rEnGn, THERE NOTWILE BE A 4» newZEfE OF INSUb�TION OYER » SLAB. REFER TE) 12. ROOM THERMOSTAT AND SIGHT GLASS., BEFAIL -49,A3.4---(INSW64,TED FLOGIR VALUE. R 32.4) 6.3 REFRIGERATION COPPER WILL BE AC/R - SOFT COPPER IS NOT APPROVED FOR USE. 2.7 CEILING PANEL CONSTRUCTION: 4" HIGH DENSITY URETHANE; 4" WOOD FRAME URETHANE; EXTERIOR FINISH: METAL; INTERIOR FINISH: 26GA 6.4 ALL REFRIGERATION LINES ARE TO BE SUPPORTED BY STRUT AND PIPE STUCCO EMBOSSED GALVANIZED; COLOR -WHITE: FACTORY MOUNTED CLAMPS. CEILING CAPS. CEILING HEIGHT WILL BE 9' IN THE COOLER/FREEZER ANE) 9' IN BEER . (INSULATED CEILING VALUE: R 25.4) 6.5 P -TRAPS WILL BE INSTALLED ON SUCTION LINE BY EVAPORATOR CONTRACTOR. 2.8 FOR MEASUREMENTS AND CONFIGURATIONS; REFER TO THIS SHEET AND/OR THE CONSTRUCTION FLOOR PLAN. HEATED AIR VENT REQUIRED. 6.6 EVAPORATOR COILS AS OUTLINED IN EVAPORATOR COIL SCHEDULE. PROVIDE DEFROST HEATERS ON BEER CAVE EVAPORATOR COILS. ANUFACTURER AS COOLER/FREEZER 6.7 EXPANSION VALVE SHALL BE SIZED BY UNIT COOLER SUPPLIER. MANUFACTURER FOR PROPER REFRIGERATION, AS HEAD PRESSURE IS D SOLID ALLOWED TO DROP DURING LOW AMBIENT CONDITIONS, EXPANSION VALVE DOOR SIZE: 36" x 78" (IF NOT FACING SAL NEEDS TO BE OVERSIZED TO ALLOW FLOW AT LOWER PRESSURE REFER TO ANTHONY INTERNATIONAL CHART, THIS SHE G SALES AREA THE DOOR WILL FOLLOW DIFFERENTIAL RATIO. SPECIFICAT N I 5.1 BEER CAVE DOOR, THIS SHEET. (SOME ITEMS BELO AR 6.8 THERMOSTATS SHALL BE FURNISHED LOOSE FOR EACH SYSTEM AND \\20 L CABLE TO THE "CAVE DOOR") SHALL BE "WHITE RODGERS" MODEL #1609-101 OR EQUAL, TAMPER -PROOF WITH PROPER TEMPERATURE RANGE, AS REQUIRED ON A SWING AS SHOWN IN THIS PLAN SET. THIS DRAWING. OPTIONAL MANUFACTURERS: "JOHNSON" OR "RANCO" OR EQUAL. 6.9 SOLE40IDS SHALL BE FURNISHED LOOSE FOR EACH SYSTEM AS RECOMMENDED BY CONDENSING UNIT MANUFACTURER. 6.10 CONDENSATE PIPING SHALL BE COPPER OR PVC AND TRAPPED AFTER WALL PENETRATION. HEAT TAPE AND INSULATE WHERE REQUIRED TO PREVENT FREEZE UP. 6.11 HEAT SENSOR TO BE LOCATED BELOW SCHEDULED GRAPHICS INSTALLATION; REFER TO GRAPHIC LAYOUT PLAN FOR MORE INFORMATION. 7.0 REFRIGERATION INSTALLATION: 7.1 EVAPORATOR COILS SHALL BE MOUNTED FROM CEILING WITH MINIMUM FASTENERS. 7.2 CONDENSING UNITS ARE MOUNTED ON THE ROOF AND MUST BE LEVEL WITH ITS BASE ANCHORED TO PREVENT MOVEMENT. ALLOW PROPER CLEARANCE FOR AIR SUPPLY TO AND FROM UNIT AND FOR PROPER MAINTENANCE ACCESS. 7.3 ALL ROOF PENETRATIONS MUST HAVE PVC SLEEVE WITH ROOF JACK AND SEALED. 7.4 SUCTION LINES AT TOP OF RISER ON ROOF SHALL BE SLOPED 1" PER TEN (10) FEET TO COMPRESSOR. ALL SUCTION LINES SHALL BE SIZED AND TRAPPED. INSULATE WITH J" ARMAFLEX INSULATION TO PREVENT SWEATING. 7.5 LIQUID LINES AND SOLENOID VALVE SHOULD BE INSTALLED IN THE LIQUID LINE JUST AHEAD OF EXPANSION VALVE IN COOLER. FRFCEIV. D 7.6 LEAK TEST THE ENTIRE SYSTEM AFTER ALL REFRIGERATION CITY OF TU WIL A CONNECTIONS HAVE BEEN COMPLETED. LEAK TESTING SHALL BE PERFORMED WITH AN ELECTRONIC LEAK DETECTOR. OCT A 7 016 c 0 :0 x �P LL N 0 n t' . C -DM CSU 00 CAPABILITY OF PULLING A VACUUM OF 50 MICRONS OR LESS. THE CO E COMPLIANCE PUMP SHOULD BE CONNECTED TO BOTH THE HIGH AND LOW SIDES OF II II THE SYSTEM. LO Q CJ) 2z <ao 0cl) 7.8 DURING CHARGING AND START-UP MAKE SURE SHIPPING RESTRAINTS ARI Z /W az O W 0O cr w oco. o0 00W Zw ME N WZ r cc:` vi c o COD <O©CcA _ to Y a p z �m a ci co z Q Q. CD 00 3 z 5 J z I Q O CD U-)0 Z z c0 w of �! U0 Ne W C..7 Ne '< W 00 d CD LO d' co _N LL REGISTERED ARCHITECT VIEL B TE OF I Exfz: 08/05/18 I N N 0 n t' . C -DM CSU 00 CAPABILITY OF PULLING A VACUUM OF 50 MICRONS OR LESS. THE CO E COMPLIANCE PUMP SHOULD BE CONNECTED TO BOTH THE HIGH AND LOW SIDES OF II II THE SYSTEM. LO Q CJ) 2z <ao M 7.8 DURING CHARGING AND START-UP MAKE SURE SHIPPING RESTRAINTS ARI UJ = REMOVED AND ALL .ELECTRICAL AND MECHANICAL CONNECTIONS ARE O cr w oco. o0 Zw ME N 0 r cc:` vi c o COD W _ to Y a p z �m _j ci co � Q. CD 00 3 z 5 zrnc000 I I c) LLJ CD U-)0 Z z N w of �! O Q > of C..7 Ne U (n W d CD LO d' co REGISTERED ARCHITECT VIEL B TE OF I Exfz: 08/05/18 I N N 0 n t' CAPABILITY OF PULLING A VACUUM OF 50 MICRONS OR LESS. THE CO E COMPLIANCE PUMP SHOULD BE CONNECTED TO BOTH THE HIGH AND LOW SIDES OF II II THE SYSTEM. m V Q OCT 2 5 2016 3: oc=i 7.8 DURING CHARGING AND START-UP MAKE SURE SHIPPING RESTRAINTS ARI G m ¢ o° REMOVED AND ALL .ELECTRICAL AND MECHANICAL CONNECTIONS ARE W z� p Zw V) litj of Tukwila c�V) Lli BY QUALIFIED AND EXPERIENCED REFRIGERATION MECHANI99 LL J H W - X Q p z �m z' 0 NILL M, C) C14 00 CV 00 I- z 5 zrnc000 I I wz w Q Lr) U-)0 Z z �� w of ONO W N % N > of r" Ne U (n T 0 0 s r N 7.7 THE SYSTEM MUST BE EVACUATED WITH A VACUUM PUMP, HAVIIF CE9,VURNE CAPABILITY OF PULLING A VACUUM OF 50 MICRONS OR LESS. THE CO E COMPLIANCE PUMP SHOULD BE CONNECTED TO BOTH THE HIGH AND LOW SIDES OF APPROVED THE SYSTEM. OCT 2 5 2016 j 7.8 DURING CHARGING AND START-UP MAKE SURE SHIPPING RESTRAINTS ARI REMOVED AND ALL .ELECTRICAL AND MECHANICAL CONNECTIONS ARE TIGHT. SET HIGH LOW PRESSURE SWITCH -AS REQUIRED. litj of Tukwila 7.9 INSTALLATION AND SERVICE OF THIS EQUIPMENT SHOULD BE PERFORMED EU LDING DIVISION BY QUALIFIED AND EXPERIENCED REFRIGERATION MECHANI99 E - INSTALL ALL EQUIPMENT D PIP G A ORDANCE WITH LOCAL AND NATIONAL CODES AND IN NF A E GOOD P TI RpUIR FOR PROPER OPERATION z' 0 T 0 0 s r N O.� 1/x=T=_Qm ARCHITECTURAL SITE PLAN 2016-10-17 0 2 4 8 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a neer plan submittal and may include additional pian review fees. t, K j i tr` i�W �UOltc�3m� z�yfr Agile (yy;aiL. y,,q � , Plan i subject to errors and omission 3, Approval C} coo#:m nts does not auth0IiZ the violation ao tsvd od ordinance. RecL�iii of approved %i ;.i o y on it' ns is acknowledge : ..,r ' Date: v r Cit, Of Tukwila BUILDING DIVISION ; f; R ECT ATION R" a VICINITY MAP SITE DATA 77 ADDRESS: 13138 INTERURBAN AVENUE S TUKWILA, WASHINGTON OWNER: PacWest ENERGY, LLC dba JACKSONS FOOD STORES, INC. 3450 E. COMMERCIAL CT. MERIDIAN, ID 83642 CONTACT: JACK DAMS, 208.841-0496; EMAIL- jack.davisOjacksonsxom SITE AREA: 24,450SF OR 0.56 ACRES APN: 0003000108 ZONING: C/U— COMMERCIAL/UGHT INDUSTRIAL I i7 W BUILDING AREA: 2,976GSF EXISTING CONVENIENCE STORE 802GSF FORMER LEARNING CENTER 2,120GSF EXISTING CANOPY OVER 4 MPD's BUILDING AREA: 2,976GSF EXISTING CONVENIENCE STORE 8020SF STORAGE ROOM FOR CONVENIENCE STORE 2,120GSF EXISTING CANOPY OVER 4 MPD's NO CHANGES TO EXISTING SQUARE FOOTAGE OF STRUCTURE CONSTRUCTION TYPE: V—B EXIST. OCCUPANCY: M (STORE AND GAS); B (LEARNING CENTER). NEW OCCUPANCY: M (STORE AND GAS) — ENTIRE STRUCTURE 1) A PORTION OF THE SHEAR WALL BETWEEN THE EXISTING WALK—IN COOLER AND THE STORAGE ROOM (FORMERLY THE LEARNING CENTER) WILL BE REMOVED TO PROVIDE ACCESS TO A NEW WALK—IN COOLER. REFERENCE STRUCTURAL DRAWING S1. 2) A PORTION OF THE EXISTING WALK—IN COOLER W LL--BE—RE�aYEE TO PROVIDE ACCESS TO A NEW WALK—IN COOLER.tee;',' �A ie j'j 3) (1) NEW CONDENSER UNIT WILL BE ADDED TO TH ►RQ ' pR SHEET INDEX I APPLICABLE CODES I0�{ektr��a;� I AS.1 ARCHITECTURAL SITE PLAN A.10 REMODEL DEMO FLOOR PLAN A1.1 REMODEL FLOOR PLAN A1.2 REMODEL ROOF PLAN A1.3 REMODEL EQUIPMENT PLAN A1.4 COOLER PACKAGE S1 SHEAR WALL RETROFIT PLAN 2015 INTERNATIONAL BUILDING CODE Sff Cas Piping 2015 UNIFORM PLUMBING CODE i 2015 INTERNATIONAL MECHANICAL CODEC <<�;' 2015 INTERNATIONAL FIRE CODE - 2015 INTERNATIONAL ELECTRICAL CODE 7 2016 2012 WASHINGTON STATE ENERGY CODE ICC/ANSI A1117.1-2009 VERSION WASHINGTON STATE AMENDMENTS AND PUBUSHED CODE REVIEWED FOR CODE COIMPLIANC ARCHITECT/ENGINEER: CONTACT: STRUCTURAL OCT 2 5 7016 BARGHAUSEN CONSULN NGINEER&1V1;i_1a #1C. 18205 72ND AVENUE ! KENT, WA 98032 ' ity of UILUII� G DI`>ISIC, CARYL J. PINNER (42W656-1-063- VISSER ENGINEERING COMPANY, INC. 32001 32NUAVEM S4LITH SUITE _320 9 REGISTERED ARCHITECT VIEL B TE OF V= -XP: 08/05/15 I N d' CL I . CO N ai 00 C Y v y n .... o Lc) 00 N LO wa rr 00 z0 � 00 0 z sCn O N E c V a � cc L z C) CD O T �0)c000 L.I. zC W CCS w /C..�) ¢ 00 Z V_ I= n i «� °O cDW© � v W N C:) o. U.I �LO 11q3 - M REGISTERED ARCHITECT VIEL B TE OF V= -XP: 08/05/15 I 4� Q � CL I a a 'v I •- N ai a+ C Y v y n z 3 o N 0 � z0 � w 0 z sCn Ld a � Z L z > C14z ON0 �0)c000 zC W w N r\3•Lr)U0 aC 1 I Z V_ I= n i z w °O Y �• v c=i� 4� m • N 8 z m N 0 � m N 8 z m N 0 � � a 0 SYSTEM CU- 1:OANDO CU -1 COOLER ►0•; TRAP AT RISER (TYP.) I IL L S TRAP LEAVING REFRIGERATED ROOM COOLER / FREEZER FLOOR PLAN ALL JACKSONS PROVIDED ROOF TOP CONDENSERS AND REFRIGERATION EQUIPMENT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO INSTALL AND INCLUDE ALL EXPENSES ASSOCIATED WITH THE START UP COSTS. EVAPORATOR COILS SYSTEM QTY, HEATCRAFT MODEL # FANS REFG. TYPE R CAPACI Y B.T.U.'S 1 HR. EACH POWER SUPPLY BOX TEMP. °F DEFROST HEATER FAN MOTOR APPROX. NET WT. LBS. QTY• EACH CFM MCA MCA CU -1 COOLER 2 LSC070AE 2 1,460 R404A 7,000 115V 1 Phase +35 11.7 1.8 es.sW4 sd ash 1 LEGEND S SUCTION L LIQUID C CONDENSATE DRAIN NOTE: ALL SUCTION LINES TO BE INSULATED CONDENSING UNITS SYSTEM QTY HEATCRAFT COMPRESSOR SUCTION REFG. TYPE REFG. CHG. APA ITY B.T.U. S POWER DEFROST MIN. CCT. MAX. FUSE APPROX. NET' COMPOSITE PANEL. THE "R" VALUE WILL BE 30 WITH A DENSITY OF 2.2 Q MODEL # 0cl) TEMP. R LBS. I HR. EACH SUPPLY TIMER AMP. SIZE LBS. CU -1 COOLER 1 MOH025X63 2.5HP HERMETIC +250 R404A 9 54,430 @ +25SST/900 208-230v / 3 0 ELECTRIC 15 15 208 ea 3aL X 18h X Wd ci co RESISTANCE TO THERMAL CONDUCTION. 2. COMPRESSOR CONTACTOR. 00 3 3. HIGH AND LOW PRESSURE CONTROLS. 2.3 AMB. 4. WEATHER RESISTANT HOUSING WITH WEATHER-PROOF ELECTRICAL CD LOCKING DEVICE. THE CAM ACTION DEVICE WILL DRAW THE SECTIONS Z z CONDENSERS WILL INCLUDE THE FOLLOWING OPTIONS: • HEADMASTER • FAN CYCLE • DEFROST CLOCK • SIGHT GLASS • CONDENSER MUST BE SIZED FOR 110 DEGREE AMBIENT • FIVE YEAR WARRANTY ON COMPRESSOR • R404A REFRIGERANT • CONDENSING UNIT MUST BE SET ON TREATED 4x4 EVAPORATORS WILL INCLUDE THE FOLLOWING OPTIONS: • 1i TON THERMAL EXPENSION VALVE • J -INCH SOLENOID VALVE • PENNA19ABC-24 TEMPERATURE CONTROL • J -INCH PVC CONDENSATE DRAIN • DEFROST HEATERS (BEER CAVE ONLY) DESIGN INTENT OF EVAPORATORS &CONDENSING EQUIPMENT THE COOLER/FREEZER MANUFACTURER IS RESPONSIBLE FOR THE SIZING AND QUANTITY OF THE REQUIRED CONDENSERS AND EVAPORATORS FOR THE SPECIFIC APPLICATION. THE MODEL NUMBERS AND SIZES LISTED ON THIS SHEET WERE SUPPLIED BY HORECO. THE ELECTRICAL DESIGN PROFESSIONAL WILL USE THE AMPS LISTED HEREON TO DEVELOP THEIR ELECTRICAL LOADS; IT IS THE SOLE RESPONSIBILITY OF THE COOLER/FREEZER MANUFACTURER TO VERIFY THAT THEIR SUPPLIED EQUIPMENT WILL OPERATE PROFICIENTLY WITH THE DESIGNED LOADS. BARGHAUSEN CONSULTING ENGINEERS, INC. (BCE) IS NOT RESPONSIBLE FOR UNDERSIZED EQUIPMENT. THE COOLER/FREEZER SUPPLIER WILL CONTACT BCE IMMEDIATELY SHOULD A SIGNIFICANT INCREASE IN AMPS BE REQUIRED. 04 COOLER FLOOR PLAN CODES AND STANDARDS NSF STANDARDS: COMPLY WITH APPLICABLE NATIONAL SANITATION FOUNDATION (NSF) STANDARDS AND RECOMMENDED CRITERIA. PROVIDE EACH PRINCIPAL ITEM OF FOOD SERVICE EQUIPMENT WITH A NSF "SEAL OF APPROVAL" UL LABEL: WHERE AVAILABLE, PROVIDE UL LABELS ON PRIME ELECTRICAL COMPONENTS OF FOOD SERVICE EQUIPMENT. PROVIDE UL "RECOGNIZED MARKING" ON OTHER ITEMS WITH ELECTRICAL COMPONENTS SIGNIFYING LISTING BY UL, WHERE AVAILABLE. HEALTH CODE: INSTALL FOOD SERVICE EQUIPMENT IN ACCORDANCE WITH LOCAL HEALTH DEPARTMENT APPLICABLE REGULATIONS. 1. SHOP DRAWINGS UPON APPROVAL OF BID: SUBMIT 1 SET OF COMPLETE DETAILS, MECHANICAL AND ELECTRICAL REQUIREMENTS, AND INSTALLATION INSTRUCTIONS OF EACH ITEM. INCLUDE INFORMATION ON ROUGH -IN DIMENSIONS, SERVICE CONNECTION REQUIREMENTS, OPENINGS, DISPLAY AND LATCH DOOR MANUFACTURER'S INFORMATION, COMPLETE FLOOR PLANS AND EQUIPMENT SPECIFICATIONS. DRAWINGS ARE TO BE SUBMITTED TO JACK DAVIS FOR APPROVAL (BY SIGNATURE AND DATE) PRIOR TO THE MANUFACTURING OF COOLER AND/OR FREEZER AND ITS COMPONENTS. 2. TAKE FIELD MEASUREMENTS TO ASSURE ACCURATE FIT OF FABRICATED EQUIPMENT. 3. INCI UDF WARRANTY INFORMATION ON All FOUIPMFNT. 2012 WASHINGTON STATE ENERGY CODE SECTION C402.5 WALK-IN COOLERS AND WALK-IN FREEZERS. WALK-IN COOLERS AND WALK-IN FREEZERS SHALL COMPLY WITH ALL OF THE FOLLOWING: 1. SHALL BE EQUIPPED WITH AN AUTOMATIC DOOR CLOSER THAT FIRMLY CLOSE WALK-IN DOORS THAT HAVE BEEN CLOSED TO WITHIN 1 INCH OF FULL CLOSURE. EXCEPTION: DOORS WIDER THAN 3 FEET 9 INCHES OR TALLER THAN 7 FEET. 2. DOORWAYS SHALL HAVE STRIP DOORS (CURTAINS), SPRING -HINGED DOORS, OR OTHER METHOD OF MINIMIZING INFILTRATION WHEN DOORS ARE OPEN. 3. WALK-IN COOLERS SHALL CONTAIN WALL, CEILING, AND DOOR INSULATION OF AT LEAST R-25 AND WALK-IN FREEZERS AT LEAST R-32. EXCEPTION: GLAZED PORTIONS OF DOORS OR STRUCTURAL MEMBERS. 4. WALK-IN FREEZERS SHALL CONTAIN FLOOR INSULATION OF AT LEAST R-28. 5. TRANSPARENT REACH -IN DOORS FOR WALK-IN FREEZERS AND WINDOWS IN WALK-IN FREEZER DOORS SHALL BE OF TRIPLE -PANE GLASS, EITHER FILLED WITH INERT GAS OR WITH HEAT -REFLECTIVE TREATED GLASS. 6. TRANSPARENT REACH -IN DOORS FOR WALK-IN COOLERS AND WINDOWS IN WALK-IN COOLER DOORS SHALL BE DOUBLE -PANE GLASS WITH HEAT -REFLECTIVE TREATED GLASS AND GAS FILLED; OR TRIPLE -PANE GLASS, EITHER FILLED WITH INERT GAS OR WITH HEAT-RELECTIVE TREATED GLASS. WALK-IN COOLER / FREEZER SPECIFICATIONS 1.0 GENERAL NOTES: 1.1 WALK-IN COOLER SHALL BE PREFABRICATED METAL CLAD PANELS, DESIGNED IN MODULAR CONCEPT TO FACILITATE ACCURATE JOB SITE ASSEMBLY. 1.2 LIGHTING CONSISTS OF VAPOR -PROOF LIGHT FIXTURES; TO BE FURNISHED LOOSE AND A 30 -MINUTE DIAL TIMER WITH PILOT LIGHT FLUSH MOUNTED ON THE EXTERIOR. PROVIDE SEPARATE SWITCH WHEN BEER CAVE IS SPECIFIED. THE WIRING SYSTEM SHALL BE APPROVED BY UNDERWRITER'S LABORATORY. 2.0 PANEL CONSTRUCTION: 0 n ►►IL�r_Iv I r IN I ht teAUL ALLUWLU WIT E VI OWS�6 HER SI IZED EQUALLY. REFER TO "ANTHONY IN TIONAL 2.1 ALL WALL PANELS SHALL BE FOAMED -IN-PLACE CLASS 1, POLYURETHANE CAPABILITY OF PULLING A VACUUM OF 50 MICRONS OR LESS. THE CO roinT ,nn n.rrrr ' PUMP SHOULD BE CONNECTED TO BOTH THE HIGH AND LOW SIDES OF CONSTRUCTION: 3j" WOOD FRAME URETHANE; 4" HIGH DENSITY URETHANE 6.0 REFRIGERATION: COMPOSITE PANEL. THE "R" VALUE WILL BE 30 WITH A DENSITY OF 2.2 Q CJ) 2z <ao 0cl) POUNDS PER CUBIC FOOT. WALL PANEL FINISH SHALL BE STUCCO EMBOSSED GALVANIZED; COLOR -WHITE: 24GA EXTERIOR AND 26GA 6.1 ALL EQUIPMENT MUST CONFORM TO CONDENSING UNITS AND UNIT O INTERIOR. (INSULATED WALL VALUE: R 25.4 0 COOLER & R 32.4 0 0O COOLERS SCHEDULES AS OUTLINED ON THIS SHEET. EQUIPMENT MUST HAVE UL LISTING FOR THE APPLICATION AS SPECIFIED. oco. o0 FREEZER) Zw ME N WZ 6.2 CONDENSING UNIT AS SPECIFIED SHALL HAVE THE FOLLOWING: 2.2 THE PERIMETER OF ALL PANELS SHALL BE DESIGNED WITH PRECISELY COD <O©CcA _ to FORMED TONGUE AND GROOVED TYPE OF EDGE TO PROVIDE MAXIMUM 1. HIGH EFFICIENCY ALUMINUM FAN, COPPER TUBE CONDENSER. ci co RESISTANCE TO THERMAL CONDUCTION. 2. COMPRESSOR CONTACTOR. 00 3 3. HIGH AND LOW PRESSURE CONTROLS. 2.3 PANELS WILL BE JOINED TOGETHER BY ENGAGING A CAM -ACTION 4. WEATHER RESISTANT HOUSING WITH WEATHER-PROOF ELECTRICAL CD LOCKING DEVICE. THE CAM ACTION DEVICE WILL DRAW THE SECTIONS Z z CONTROL BOX. c0 TOGETHER TO FORM A TIGHT SEAL. 5. ACCESS GUARD. Ne W 6. LOW AMBIENT CONTROL VALVE (CVP II) FPR FLOATING HEAD. 2.4 ALL PANELS ARE TO BE SEALED WITH FOOD GRADE SILICONE; 7. LOW AMBIENT CONTROLS. INCLUDING PANEL TO FLOOR CONNECTIONS. 8. SUCTION LINE FILTER. 2.5 ALL WALK-IN CEILING PENETRATIONS MUST BE SEALED WITH FOAM. 9. 10. LIQUID LINE FILTER DRIER, SIGHT GLASS AND SERVICE VALVE. ELECTRIC DEFROST TIMER. _N 11. EXPANSION VALVES.nc rnrrZrn WILL uYrA rEnGn, THERE NOTWILE BE A 4» newZEfE OF INSUb�TION OYER » SLAB. REFER TE) 12. ROOM THERMOSTAT AND SIGHT GLASS., BEFAIL -49,A3.4---(INSW64,TED FLOGIR VALUE. R 32.4) 6.3 REFRIGERATION COPPER WILL BE AC/R - SOFT COPPER IS NOT APPROVED FOR USE. 2.7 CEILING PANEL CONSTRUCTION: 4" HIGH DENSITY URETHANE; 4" WOOD FRAME URETHANE; EXTERIOR FINISH: METAL; INTERIOR FINISH: 26GA 6.4 ALL REFRIGERATION LINES ARE TO BE SUPPORTED BY STRUT AND PIPE STUCCO EMBOSSED GALVANIZED; COLOR -WHITE: FACTORY MOUNTED CLAMPS. CEILING CAPS. CEILING HEIGHT WILL BE 9' IN THE COOLER/FREEZER ANE) 9' IN BEER . (INSULATED CEILING VALUE: R 25.4) 6.5 P -TRAPS WILL BE INSTALLED ON SUCTION LINE BY EVAPORATOR CONTRACTOR. 2.8 FOR MEASUREMENTS AND CONFIGURATIONS; REFER TO THIS SHEET AND/OR THE CONSTRUCTION FLOOR PLAN. HEATED AIR VENT REQUIRED. 6.6 EVAPORATOR COILS AS OUTLINED IN EVAPORATOR COIL SCHEDULE. PROVIDE DEFROST HEATERS ON BEER CAVE EVAPORATOR COILS. ANUFACTURER AS COOLER/FREEZER 6.7 EXPANSION VALVE SHALL BE SIZED BY UNIT COOLER SUPPLIER. MANUFACTURER FOR PROPER REFRIGERATION, AS HEAD PRESSURE IS D SOLID ALLOWED TO DROP DURING LOW AMBIENT CONDITIONS, EXPANSION VALVE DOOR SIZE: 36" x 78" (IF NOT FACING SAL NEEDS TO BE OVERSIZED TO ALLOW FLOW AT LOWER PRESSURE REFER TO ANTHONY INTERNATIONAL CHART, THIS SHE G SALES AREA THE DOOR WILL FOLLOW DIFFERENTIAL RATIO. SPECIFICAT N I 5.1 BEER CAVE DOOR, THIS SHEET. (SOME ITEMS BELO AR 6.8 THERMOSTATS SHALL BE FURNISHED LOOSE FOR EACH SYSTEM AND \\20 L CABLE TO THE "CAVE DOOR") SHALL BE "WHITE RODGERS" MODEL #1609-101 OR EQUAL, TAMPER -PROOF WITH PROPER TEMPERATURE RANGE, AS REQUIRED ON A SWING AS SHOWN IN THIS PLAN SET. THIS DRAWING. OPTIONAL MANUFACTURERS: "JOHNSON" OR "RANCO" OR EQUAL. 6.9 SOLE40IDS SHALL BE FURNISHED LOOSE FOR EACH SYSTEM AS RECOMMENDED BY CONDENSING UNIT MANUFACTURER. 6.10 CONDENSATE PIPING SHALL BE COPPER OR PVC AND TRAPPED AFTER WALL PENETRATION. HEAT TAPE AND INSULATE WHERE REQUIRED TO PREVENT FREEZE UP. 6.11 HEAT SENSOR TO BE LOCATED BELOW SCHEDULED GRAPHICS INSTALLATION; REFER TO GRAPHIC LAYOUT PLAN FOR MORE INFORMATION. 7.0 REFRIGERATION INSTALLATION: 7.1 EVAPORATOR COILS SHALL BE MOUNTED FROM CEILING WITH MINIMUM FASTENERS. 7.2 CONDENSING UNITS ARE MOUNTED ON THE ROOF AND MUST BE LEVEL WITH ITS BASE ANCHORED TO PREVENT MOVEMENT. ALLOW PROPER CLEARANCE FOR AIR SUPPLY TO AND FROM UNIT AND FOR PROPER MAINTENANCE ACCESS. 7.3 ALL ROOF PENETRATIONS MUST HAVE PVC SLEEVE WITH ROOF JACK AND SEALED. 7.4 SUCTION LINES AT TOP OF RISER ON ROOF SHALL BE SLOPED 1" PER TEN (10) FEET TO COMPRESSOR. ALL SUCTION LINES SHALL BE SIZED AND TRAPPED. INSULATE WITH J" ARMAFLEX INSULATION TO PREVENT SWEATING. 7.5 LIQUID LINES AND SOLENOID VALVE SHOULD BE INSTALLED IN THE LIQUID LINE JUST AHEAD OF EXPANSION VALVE IN COOLER. FRFCEIV. D 7.6 LEAK TEST THE ENTIRE SYSTEM AFTER ALL REFRIGERATION CITY OF TU WIL A CONNECTIONS HAVE BEEN COMPLETED. LEAK TESTING SHALL BE PERFORMED WITH AN ELECTRONIC LEAK DETECTOR. OCT A 7 016 c 0 :0 x �P LL N 0 n t' . C -DM CSU 00 CAPABILITY OF PULLING A VACUUM OF 50 MICRONS OR LESS. THE CO E COMPLIANCE PUMP SHOULD BE CONNECTED TO BOTH THE HIGH AND LOW SIDES OF II II THE SYSTEM. LO Q CJ) 2z <ao 0cl) 7.8 DURING CHARGING AND START-UP MAKE SURE SHIPPING RESTRAINTS ARI Z /W az O W 0O cr w oco. o0 00W Zw ME N WZ r cc:` vi c o COD <O©CcA _ to Y a p z �m a ci co z Q Q. CD 00 3 z 5 J z I Q O CD U-)0 Z z c0 w of �! U0 Ne W C..7 Ne '< W 00 d CD LO d' co _N LL REGISTERED ARCHITECT VIEL B TE OF I Exfz: 08/05/18 I N N 0 n t' . C -DM CSU 00 CAPABILITY OF PULLING A VACUUM OF 50 MICRONS OR LESS. THE CO E COMPLIANCE PUMP SHOULD BE CONNECTED TO BOTH THE HIGH AND LOW SIDES OF II II THE SYSTEM. LO Q CJ) 2z <ao M 7.8 DURING CHARGING AND START-UP MAKE SURE SHIPPING RESTRAINTS ARI UJ = REMOVED AND ALL .ELECTRICAL AND MECHANICAL CONNECTIONS ARE O cr w oco. o0 Zw ME N 0 r cc:` vi c o COD W _ to Y a p z �m _j ci co � Q. CD 00 3 z 5 zrnc000 I I c) LLJ CD U-)0 Z z N w of �! O Q > of C..7 Ne U (n W d CD LO d' co REGISTERED ARCHITECT VIEL B TE OF I Exfz: 08/05/18 I N N 0 n t' CAPABILITY OF PULLING A VACUUM OF 50 MICRONS OR LESS. THE CO E COMPLIANCE PUMP SHOULD BE CONNECTED TO BOTH THE HIGH AND LOW SIDES OF II II THE SYSTEM. m V Q OCT 2 5 2016 3: oc=i 7.8 DURING CHARGING AND START-UP MAKE SURE SHIPPING RESTRAINTS ARI G m ¢ o° REMOVED AND ALL .ELECTRICAL AND MECHANICAL CONNECTIONS ARE W z� p Zw V) litj of Tukwila c�V) Lli BY QUALIFIED AND EXPERIENCED REFRIGERATION MECHANI99 LL J H W - X Q p z �m z' 0 NILL M, C) C14 00 CV 00 I- z 5 zrnc000 I I wz w Q Lr) U-)0 Z z �� w of ONO W N % N > of r" Ne U (n T 0 0 s r N 7.7 THE SYSTEM MUST BE EVACUATED WITH A VACUUM PUMP, HAVIIF CE9,VURNE CAPABILITY OF PULLING A VACUUM OF 50 MICRONS OR LESS. THE CO E COMPLIANCE PUMP SHOULD BE CONNECTED TO BOTH THE HIGH AND LOW SIDES OF APPROVED THE SYSTEM. OCT 2 5 2016 j 7.8 DURING CHARGING AND START-UP MAKE SURE SHIPPING RESTRAINTS ARI REMOVED AND ALL .ELECTRICAL AND MECHANICAL CONNECTIONS ARE TIGHT. SET HIGH LOW PRESSURE SWITCH -AS REQUIRED. litj of Tukwila 7.9 INSTALLATION AND SERVICE OF THIS EQUIPMENT SHOULD BE PERFORMED EU LDING DIVISION BY QUALIFIED AND EXPERIENCED REFRIGERATION MECHANI99 E - INSTALL ALL EQUIPMENT D PIP G A ORDANCE WITH LOCAL AND NATIONAL CODES AND IN NF A E GOOD P TI RpUIR FOR PROPER OPERATION z' 0 T 0 0 s r N