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HomeMy WebLinkAboutPermit M19-0089 - SHASTA BEVERAGES / GLYCOL VENTILATION - ROOF MOUNTED EXHAUST FANSSHASTA BEVERAGES, INC - GLYCOL VENTILATION 1227 ANDOVER PARK E Apn: 3523049072 FINALED 04/22/2021 M19-0089 0 City of Tukwila �� Department of Community Development 63008outhcenterBoulevard, Suite#100 Tukwila, Washington 9Q108 Phone: 206-431'3670 Inspection Request Line: 2OG'438'93S0 Web site: http://www.TukwilaWA.gov MECHANICAL PERMIT Parcel No: 3523049072 Permit Number: K419'0089 Address: 1227 ANDOVER PARK E Issue Date: 3/20/20I0 Permit Expires On: 9/16/2020 Project Name: SHASTABEVERAGES, INC ' GLYCOL VANT|LAT|ON Owner: NATIONAL BEVERAGE CORP Address: 8100SVV10THSTSTE4000, PLANTATION, WA, 33324 Contact Person: Name' Contractor: License No: Lender: Name: Address: 19l6BONA|KDKSW, SEAlTLE,WA, 98116 OWNER AFFIDAVIT NEIL JOHNSON ''' '~' Phone. (206) 433-8997 Phone: Expiration Date; DESCRIPTION OF WORK: INSTALL NEW ROOF MOUNTED EXHAUST FANS FOR GLYCOL ROOM, EXTERIOR LOUVERS, PER PLANS Valuation of Work: $25,000.00 Type of Work: NEW Fuel type: ELECT Fees Collected: $945.70 Electrical Service Provided by: PCGETSOUND ENERGY Water District: TUKVV|LA Sewer District: TUKWILA Current Codes adopted by the City wfTukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: National Electrical Code: WA Cities Electrical Code: VVACZ96-4§B: WA State Energy Code: 2017 20172017 2015 Permit Center Authorized Signature: —3 }headby certify that { have read and examined this permit and know the same tobetrue 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 orlocal laws regulating construction orthe performance ofwork. |amauthorized tosign and obtain this development permit and agree tothe conditions attached tothis permit. ` Signature: n~�xw" ^�~' � � Date: Print Name: This permit shall become null and void ifthe work isnot commenced within l8Udays for the date ofissuance, cxif the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431'367O). 2: All permits, inspection record card and approved construction documents shall bekept atthe site ofwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. ]: Manufacturers installation instructions shall be available on the job site at the time ufinspection. 4: Readily accessible access toroof mounted equipment isrequired. S: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code, 0: VALIDITY OFPERMIT: 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 ofthe City ofTukwila shall not bevalid. The issuance nfapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction oferrors in the construction documents and other data, 8: The attached set of mechanical plans have been reviewed by The Tukwila Fire Marshals Office and are acceptable with the following concerns: 10: The pro/ectm"st meet the requirements identified in the Basset Mechanical Shasta Refrigeration Compliance Audit report dated December 3, 2019 and the Shasta Audit Review Status Report dated January l4,ZOZ0.Afire final inspection shall confirm and verify compliance. 7: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #243Gand #Z437) 9: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206)438-935O 1400 FIRE FINAL 1800 MECHANICAL FINAL 0701 ROUGH'/NME[HAN|[AL f CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. Project No. Date Application Accepted: Date Application Expires: (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION Site Address: Tenant Name: 1227 Andover Park East Shasta Beverages, Inc. Venting King Co Assessor's Tax No.: 352304-9072 Suite Number: Floor: PROPERTY OWNER Name: Shasta Beverage, Inc Address: 1227 Andover Park East City: Tukwila, State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: David Kehle Address: 1916 Bonair Dr SW City: Seattle State: WA Zip: 98116 Phone: 206-433-8997 Fax: 206-246-8369 Email: dkehle@dkehlearch.com New Tenant: 0 Yes 1 MECHANICAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of project (contractor's bid price): $ Describe the scope of work in detail: Install new roof mounted exhaust fans for Glycol Room, exterior louvers, per plans 25,000 Use: Residential: Commercial: New Replacement New Replacement Fuel Type: Electric 0 Gas Other: HAApplicationstEenns-Applientinns On Line12016 ApplicariansOdeclouneal Permit Application Revised 1-4-16.doca Revised: January 2016 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to beat/refrig/cooling system Air handling unit <10,000 cfin Unit Type Qty Air handling unit >10,000 cfin Evaporator cooler Ventilation fan connected to single duct Ventilation system 2 Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser 3 Thermostat 1 Wood/gas stove Emergency generator Other mechanical equipment Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 bp/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-1OPM, Monday through Friday and 8AM-10PM, Saturday, Sunday and S A few sounds are exempt from the noise code, including: • Warning devices; • Construction and property maintenance during the daytime hours (lam-1 Opm); • Testing of backup generators during the day. e-recognized holidays. 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 0 NER t ' • 1 THORIZED AGENT: Signature: `� Date: 05/28/2019 Print Name: David Kehle Mailing Address: 1916 Bonair Dr SW H:\Applications\Forna-Applications On Line \2016 Applications\Mechanical Permit Application Revised 14-16.docx Revised: January 2016 bh Day Telephone: 206-433-8997 Seattle WA 98116 City State Zip Page 2 of 2 DESCRIPTIONS PermitTRA Cash Register Receipt City of Tukwila ACCOUNT QUANTITY PAID 2.10. 9-008 7!AND,OVER,S,a,'PARK 523049072 72. 0 Credit Card Fee $2.10 Credit Card Fee R000.369.908.00.00 0.00 $2.10 MECHANICAL $70.00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R20877 R000.345.830.00.08 1.00 $70.00 $72.10 Date Paid: Thursday, June 04, 2020 Paid By: DAVID KEHLE Pay Method: CREDIT CARD 09531D Printed: Thursday. June 04. 2020 3:21 PM 1 of 1 Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 06/04/2020 03:21:29 PM CREDIT CARD SALE VISA CARD NUMBER: **********0081 K TOTAL AMOUNT: $72.10 APPROVAL CD: 09531D RECORD #: 000 CLERK ID: Elisa I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy /cznznz/ iAll vPrC7PnA-t7 rnm /r nn , rtra_waharw/ Cash Register Receipt City of Tukwila Receipt Number DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK 41.2.00 M19-0089 Address: 1227 ANDOVER PARK E Apn: 3523049072 412.00 Credit Card Fee Credit Card Fee F-7130.369.908.00.00 $12.00 0.00 $12.00 FIRE $400.00 AFTERHOURS PLAN REVIEW R000.342.400.01.11 1.00 $400.00 TOTAL FEES PAID BY RECEIPT: R20416 $412.00 Date Paid: Thursday, March 12, 2020 Paid By: DAVID KEHLE Pay Method: CREDIT CARD 08497D Printprl: Thursday. March 12. 2020 9:39 AM 1 of 1 CO TVKWIL4 ETKAKIT 6200 SOUTH[[mTER 8LVD TUKWILA' NA e8188 206-433'1878 CITY OF TVKWILu 0017940900802374464580 Date: 03/12/2020 09:35:00 «m CREDIT CARD SALE VISA CARD NUMBER: TKAN AMOUNT: $412.00 APPROVAL [D: 88497n RECORD #: 000 CLERK ID; Bill X K {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING 0THE CARD ISSUER AGREEMENT Thank you! Merchant Copy afr Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $5,803.30 D19-0171 Address: 1227 ANDOVER PARK E Apn: 3523049072 $2,585.75 DEVELOPMENT $2,475.72 PERMIT FEE R000.322.100.00.00 0.00 $1,100.21 WASHINGTON STATE SURCHARGE B640.237,114 0.00 $25.00 STRUCTURAL CONSULTANT R000.345.830.01.00 0.00 $250.30 PERMIT FEE R000.322.100.00.00 0.00 $1,100.21 TECHNOLOGY FEE $110.03 TECHNOLOGY FEE R000.322.900.04.00 0.00 $110.03 EL19-0449 Address: 1227 ANDOVER PARK E Apn: 3523049072 $548.11 ELECTRICAL $527.03 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $421.62 PLAN CHECK FEE R000.345.832.00.00 0.00 $105.41 TECHNOLOGY FEE $21.08 TECHNOLOGY FEE R000.322.900.04.00 0.00 $21.08 M19-0086 Address: 1227 ANDOVER PARK E Apn: 3523049072 $1,394.27 MECHANICAL $1,327.88 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $1,294.73 TECHNOLOGY FEE $66.39 TECHNOLOGY FEE R000.322.900.04.00 0.00 $66.39 M19-0087 Address: 1227 ANDOVER PARK E Apn: 3523049072 $503.93 MECHANICAL $479.93 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $446.78 TECHNOLOGY FEE $24.00 TECHNOLOGY FEE R000.322.900.04.00 0.00 $24.00 M19-0088 Address: 1227 ANDOVER PARK E Apn: 3523049072 $203.00 MECHANICAL $193.33 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $160.18 TECHNOLOGY FEE $9.67 TECHNOLOGY FEE R000.322.900.04.00 0.00 $9.67 Date Paid: Thursday, July 25, 2019 Paid By: SHASTA BEVERAGES, INC Pay Method: CHECK 602062 Printed: Thursday, July 25, 2019 10:10 AM 1 of 2 SYSTEMS Receipt Number DESCRIPTIONS 1 ACCOUNT QUANTITY PAID PermitTRAK $5,803.30 M19-0089 Address: 1227 ANDOVER PARK E Apn: 3523049072 $428.59 MECHANICAL $408.18 PERMIT ISSUANCE BASE FEE R000.322,100.00.00 0.00 $33.15 PERMIT FEE R000.322,100.00.00 0.00 $375.03 TECHNOLOGY FEE $20.41 TECHNOLOGY FEE R000.322.900.04.00 0.00 $20.41 PG19-0075 Address: 1227 ANDOVER PARK E Apn: 3523049072 $139.65 PLUMBING $133.00 PERMIT FEE R000.322.100.00.00 0.00 $98,00 PERMIT ISSUANCE BASE FEE R000.322,100.00.00 0,00 $35.00 TECHNOLOGY FEE $6.65 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18190 R000.322.900.04.00 0.00 $5,803.30 Date Paid: Thursday, July 25, 2019 Paid By: SHASTA BEVERAGES, INC Pay Method: CHECK 602062 Printed: Thursday, July 25, 2019 10:10 AM 2 of 2 5YSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $2,092.33 D19-0171 Address: 1227 ANDOVER PARK E Apn: 3523049072 $736.59 Credit Card Fee $21.45 Credit Card Fee R000.369,908.00.00 0.00 $21.45 DEVELOPMENT $715.14 PLAN CHECK FEE R000.345.830.00.00 0.00 $715.14 EL19-0449 Address: 1227 ANDOVER PARK E Apn: 3523049072 $701.09 Credit Card Fee $20.42 Credit Card Fee R000.369.908,00.00 0,00 $20.42 ELECTRICAL $680.67 PLAN CHECK FEE R000.345.832.00.00 0.00 $680.67 M19-0086 Address: 1227 ANDOVER PARK E Apn: 3523049072 $341.93 Credit Card Fee $9.96 Credit Card Fee R000.369.908.00.00 0.00 $9.96 MECHANICAL $331.97 PLAN CHECK FEE R000.322,102.00.00 0.00 $331.97 M19-0087 Address: 1227 ANDOVER PARK E Apn: 3523049072 $123.58 Credit Card Fee $3.60 Credit Card Fee R000.369.908.00.00 0.00 $3.60 MECHANICAL $119.98 PLAN CHECK FEE R000.322.102.00,00 0.00 $119.98 M19-0088 Address: 1227 ANDOVER PARK E Apn: 3523049072 $49.78 Credit Card Fee $1.45 Credit Card Fee R000.369.908.00.00 0.00 $1.45 MECHANICAL $48.33 PLAN CHECK FEE R000.322,102.00,00 0.00 $48.33 M19-0089 Address: 1227 ANDOVER PARK E Apn: 3523049072 $105.11 Credit Card Fee $3.06 Credit Card Fee R000.369.908.00.00 0.00 $3.06 MECHANICAL $102.05 PLAN CHECK FEE R000.322.102.00.00 0.00 1 $102.05 Date Paid: Wednesday, May 29, 2019 Paid By: NICHOLAS HEATON Pay Method: CREDIT CARD 029702 Printed: Wednesday, May 29, 2019 2:29 PM 1 of 2 YST S Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY I PAID $2,092.33 PG19-0075 Address: 1227 ANDOVER PARK E Apn: 3523049072 $34.25 Credit Card Fee $1.00 Credit Card Fee R000.369.908.00.00 0.00 $1.00 PLUMBING $33.25 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R17750 R000.322,103.00.00 0.00 $33.25 $2,092.33 Date Paid: Wednesday, May 29, 2019 Paid By: NICHOLAS HEATON Pay Method: CREDIT CARD 029702 Printed: Wednesday, May 29, 2019 2:29 PM 2 of 2 YSTEMS CO TUKwILA ETRAKIT 0200 6UUTMCENTER BLVU TUuWILA' WA 98188 286-433'1870 CITY OF TUKWIL4 8817340088802374464508 Date: 85/29/2919 02:27:59 PM CREDIT CARD SALE VISA {4KD NUMBER: ~*********9037 K TRAN AMOUNT: $2'092.33 APPROVAL [o: 825702 RECORD #: 800 CLERK ID: Bill X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT x[[0xozwG TO THE CARD ISSUER AGREEMENT Thank you! Merchant Copy e*E MARSHAL'S OFFI AFTERHOURS AUTHORIZATION Date of Request. Contact Name: Company Name: Contact Phone #: Email Address: Request Information AFTERHOURS SIERVICE (X) l'Uoto ViM Preferred Date and Time: FIRE INSPECTION FIRE PLAN REVIEW Inspector / Plan Reviewer who is providing Afterhours service: Project Name: Permit Number Proiect Information .(1),51-6 -5,Nea cis Al4 --eubT !VI 6Vb Project Address: Apood-$.02,6 'Rest The undersigned, as an authorized representative of the above company, hereby agrees to pay the Afterhours fee, for the service requested. Printed Name: Signature: AFTERHOURS FEE Fire Inspection $500.00 Fire Plan Review $400.00 City Use Only Amount Paid: Lj0000 - Fire Authorization: Date: Receipt #: 1 SHUTLER MEM CONSULTING Nip WM ENGINEERS, Inc. 12503 Bel -Red Road, Suile 100 Bellevue, Washington 98005 (425) 450-4075 FAX (425) 450-4076 JOB SHASTA T1 SHEET NO. COV f OF CALCULATED BY AH CHECKED BY JH SCALE JOB NUMBER 10-23.14 DATE 3/13/2020 DATE STRUCTURAL CALCULATIONS FOR: DIFFUSOR TANK PAD SHASTA TI 1227 ANDOVER PARKWAY EAST TUKWILA, WASHINGTON REVIEWED FOR CODE COMPLIANCE APPROVED JUN 03 2020 City of Tukwila BUILDING DIVISION DESIGN CRITERIA: CODE INIERNATIONAL EXISTING BUILDING CODE 2015 ROOF LIVE LOAD 25 PSF SNOW LOAD WIND LOAD 110 MPH ZONE, EXPOSURE 'IT SEISMIC DESIGN INFORMATION: Fl Ss = 143.2% Si = 53.4% ap = 1.0 Rp 2.5 SITE SOIL CLASS D' SEISMIC DESIGN CATEGORY `D' Sds = 0.955 Sdl = 0.534 RENIS1014110. Ile = 1.0 RECEIVED CITY OF TUKWILA APR 0 3 2020 EfiailIT CENTER IrAel oo1 111.111 SHUTLER - 1111101111111111M CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB 51-ASTA- T4t4ir‘ ANGOOPA SHEET NO. S ". OF CALCULATED BY DATE 433 1041 A090 SCALE . II mamma • mimmml MOMMUM MEM= mum i m m • m AMIN i 1 um I • I= •MI WOMMEEMMMEMEMMEERM 111111111111111111 Imi m m m um mom Ems MINIIIIIM MMEMMEHMMERN MMEMECEMM Ri'll MIMIllowinliNNE111 MOM MalliMINEMINI vim! • • MEM mommummimm • WEIIMMIMME I) DER 111.111TIMOMITIMMI a Em ENE MEMITIMEMMI • !mil 1211111 Mirk. mu Illir • II MIME im iii m ig M I 1141"" 111111 MEM= IN 4 I•IIM IMMM II I 111611 m m IMIMIM ' . 111 MU 111111111 M 11 mElliMmEAMMEANIMM MINIMEMMEM MEMMUMMEMMIM 4 MOM 1111111111111111 milMEMEEM MMUVNIMUMMIIII, MOM LIMMILMIMI MEMINIMME um m WERMIMM m lilt LIM 1:111MIMMO MI milmomm imm MOIMMEM MIMI Mil mom i Km MEI II 1 • V Miar 111 m. imilim m SIMPSON Strong -Tie Anchor Designer Software Version 2.5.6582.22 1.Project information Customer company: Customer contact name: Customer e-mail: Comment: 2. Innut Data & Anchor Parameters General Design method:ACJ 318-14 Units: Imperial units Anchor Information: Anchor type: Torque controlled expansion anchor Material: Stainless Steel Diameter (inch): 0.750 Nominal Embedment depth (inch): 5.500 Effective Embedment depth, hci (inch): 4.750 Code report:.ICC-ES ESR-3037 Anchor category: 1 Anchor ductility: Yes h : (inch): 8.44 c , (Inch): 8.00 C.,, (inch): 6.00 S, (inch): 6.50 Load and Geometry Load factor source: ACI 318 Section 5.3 Load combination: not set Seismic design: Yes Anchors subjected to sustained tension: Not applicable Ductility section for tension: 17.2.3.4.3 (c) is satisfied Ductility section for shear: 17.2.3.5.3 (c) is satisfied too factor: not set Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: Yes <Figure 1> 5001113 5 a Company: Date: 3/12/2020 Engineer: Page: 1/4 Project: Address: Phone: E-mail: i Project description: Location: Fastening description: Base Material Concrete: Normal -weight Concrete thickness, h (inch): 10.00 State: Cracked Compressive strength, fa (psi): 3500 t4..v:1.0 Reinforcement condition: 8 tension, B shear Supplemental reinforcement Not applicable Reinforcement provided at comers: No Ignore concrete breakout in tension: No Ignore concrete breakout in shear: No Ignore 6do requirement: Not applicable Build-up grout pad: No Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Far 925.847.3871 wvnu.strongtie.com SIMPSON Strong -Tie <Figure 2> Anchor Designer TM Software Version 2.5.6582.22 Company: Date: 3/12/2020 Engineer: Page: 2/4 Project: Address: Phone: E-mail: Recommended Anchor Anchor Name: Strong-Bofte 2 Stainless Steel - 3/40 SS Strong -Bolt 2, hnom:5.5" (140mm) Code Report: ICC-ES ESR-3037 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94580 Phone: 925.560.9000 Fax: 925.847.3871 ti.nriv.strongtie.com SIMPSON Strong -Tie e Anchor Designer TM Software Version 2.5.6582.22 3 RestiltIng Anchor Forces. Anchor Tension load, Nb, (Ib) 1 500.0 Company: Date: 3/12/2020 Engineer: Page: 3/4 Project: Address: Phone: E-mail: Shear load x, V. (lb) 2500.0 Shear load y, V. (Ib) 0.0 Shear load combined, 1/(V.)z-i-(V.)2 (Ib) 2500.0 Sum 500.0 2500.0 0.0 Maximum concrete compression strain (%0): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (Ib): 500 Resultant compression force (Ib): 0 Eccentricity of resultant tension forces in x-axis, e'a, (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'ob, (inch): 0,00 Eccentricfty of resultant shear forces in x-axis, eV, (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e' (inch): 0.00 4. Steel Strength of Anchor in Tension (Sec 17.4,1) N.. (Ib) 0 0A4b (Ib) 25650 0,75 19238 5, Concrete Breakout Strength of Anchor in Tension (Sec. 17.4.2) kc.A.,4fdtor's (Eq. 17.4.2.2a) ks As f, (psi) her (In) Nb (Ib) 2500.0 17.0 1.00 3500 4.750 10412 0.750Mb = 0.750 (Arikikika)W0,,49'4`...i'//,01b (Sec. 17.3.1 & Eq. 17.4.21 a) AN0 Or12) A Woo (1rI2 (in) 'AAA ilvc,N 49'crsis Nb (Ib) 0 0.75"b (lb) cb,,bb, 203.06 203.06 1.000 1.00 1.000 10412 0,65 5076 6 Pullout Strength of Anchor In Tension (Sec. 17.4.31 0.750Npa = 0.750K0aNp(f./2,500)" (Sec. 17,3.1, Eq. 17,4.3,1 & Code Report) Sv, P A. N(Ib) 1, (psi) n 0 0.750/Vpn (Ib) 1.0 1.00 7775 3500 0.50 0.65 4485 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc, 5956 W. Las Pashas Boulevard Pleasanton, GA 94588 Phone: 925.560.9060 Fax: 925.847.3871 vrenv.strongtie.com SIMPSON Strongne Anchor Designer TM Software Version 2.5.6582.22 8. Steel Strenath 9f Anchor in Shear (Sec. 17.5.11 V.0 (Ib) 09.t 0 (Jb) Company: Date: 3/12/2020 Engineer: Page: 4/4 Project: Address: Phone: E-mail: 13620 1.0 0.65 8853 10. Concrete Pryout Strength of Anchor in Shear (Sec, 17.5.31 OV.F, = .0k,uAlub = Okcp(ANo/ Arum) VedN KA/ Sucp,NNb (Sec. 17.3.1 & Eq. 17.5.3.1a) kcp ANC (in2) Ak (in2) Pod, N Sric,N Pcp.N Alb (lb) 2.0 203.06 203.06 1.000 1.000 1.000 10412 0.70 0V.ii (lb) 14576 11. Results interaction of Tensile and Shear Forces (Sec. 17.6.1 Tension Factored Load, Nuu (Ib) Design Strength, eN., (lb) Ratio Status Steel 500 19238 0.03 Pass Concrete breakout 500 5076 0.10 Pass Pullout 500 4485 0.11 Pass (Governs) Shear Factored Load, Vu. (Ib) Design Strength, 0V. (Ib) Ratio Status Steel 2500 8853 0.28 Pass (Governs) Pryout 2500 14576 0.17 Pass interaction check Mu0/0/Va V./0V, Combined Ratio Permissible Status Sec. 17.6..2 0.00 0.28 28.2% 1.0 Pass 3/4"0 SS Strong -Bolt 2, hnom:5.5" (140mm) meets the selected design criteria. 12. Warnings - Minimum spacing and edge distance requirement of 6da per ACI 318 Sections 17.7.1 and 17.7.2 for torqued cast -in -place anchor is waived per designer option. - Per designer input, ductility requirements for tension have been determined to be satisfied — designer to verify. - Per designer input, ductility requirements for shear have been determined to be satisfied — designer to verify. - Designer must exercise own judgement to determine if this design is suitable. - Refer to manufacturer's product literature for hole cleaning and installation Instructions. Input data and results must be checked for agreement iatth the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925,560.9000 Fax 925.847,3871 www.strongtie.com Anil= SHUTLER Imo Nom CONSULTING Willi. ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB 51-1As SHEET NO CALCULATED BY h DATE 3/11 aC000 SCALE OF •a# (.4 „ , I • T ir0 1—) porm 1 6 i . IUlI! mimi mom Mu mi. mum rii e _mom mom= • .......,..... ........... . ..... ..... mule .,. . . EMI 1M • 11II1•1 • ... ... ............. ......... .... ....... ....... ... • F S EAMMEIMMIMMEMM 11111 11M .1MM1ME 1MImE1a 6I MOM=rMEMM O1 iIMTtI rill •i.,Mali.ad • ill • I I Pil ii • II 0 AIMII II II Latitude, Longitude: 47.44309770, -122.25191143 Goodwill Tukwila Shasta Beverages Triland Dr ©Regal Parkway Plaza - Tukwila Dania Furniture Gocgle Date Design Code Reference Document j Risk Category Site Class TYPe I SS j Si , SMS SM1 j Sos 0.955 SDI Type. SDC Fa Fv PGA FPGA PGAM Tt. i SsRT SsUH I SsD S1RT S1UH IS1D PGAd CRS CRt... KT Building Supply Inc Value Description 1, m The Home Depo Les Schwab Tire Center 1.432 MCER ground motion. (for 0.2 second period) 0.533 MCER ground motion. (for 1.0s period) 1.432 Site -modified spectral acceleration value 0.8 Site -modified spectral acceleration value Numeric seismic design value at 0.2 second SA 319/2020, 3:33:24 PM ASCE7-10 11 D - Stiff Soil 0.533 Numeric seismic design value at 1.0 second SA Value Description D Seismic design category 1 Site amplification factor at 0.2 second 1.5 Site amplification factor at 1.0 second 0.588 MCEG peak ground acceleration 1 Site amplification factor at PGA 0.588 Site modified peak ground acceleration 6 Long-perlod transition period in seconds 1.432 Probabilistic rlsk-targeted ground motion. (0.2 second) 1.509 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration 3.115 Factored deterministic acceleration value. (0.2 second) 0.533 Probabilistic risk -targeted ground motion. (1.0 second) 0.572 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. 0.996 Factored deterministic acceleration value. (1.0 second) 1.118 Factored deterministic acceleration value. (Peak Ground Acceleration) 0.949 Mapped value of the risk coefficient at short periods 0.932 Mapped value of the risk coefficient at a period of 1 s OSHPD co -Nine e N Map data ©2020 I:X:HANICA I CWk4A-7#4 ftrWERNA • CX..rAirCtatig.z VEM Creating Customers for Uferu January 14, 2020 Al Metzler City of Tukwila Department of Community Development 6300 Southcenter Boulevard Suite #209 Tukwila, WA 98188 REVIEWED FOR CODE COMPLIANCE APPROVED PAR 18 2020 City of Tukwila BUILDING DIVISION Subject: Shasta Audit Compliance Review Status Dear Mr. Metzler, RECEIVED CITY OF TUKWILA JAN 1 4 2020 PERMIT CENTER We have reviewed the updated Plump Engineering Shasta Glycol Cooling drawings dated 12/20/19 delta 6 and the KHS refrigeration contractor drawings dated 6/7/2019(including pg. 2 rev. 7/24/19) and the subcontract requirements as a follow up to the on -site audit that was performed November 5th and 6th 2019. The audit items were previously submitted to you in the audit report dated December 3, 2019. The audit report dated December 3nd was used as a template for this code compliance review status report following your directions. The findings are noted below. I have been requested and plan on being part of the Process Hazard Analysis (PHA) that will be performed by Bassett Mechanical, KHS, Shasta management and the appropriate Shasta staff. The PHA will be performed prior to the system charging and start-up process. I believe that the Glycol Cooling System drawings and the refrigeration subcontractor scope of supply to be compliant with the IMC, IFC and IIAR- 2. The completed installation and appropriate as -built documentation will also be reviewed by Bassett Mechanical Engineering and me prior to the start-up. The system as you are aware would also require you and your department's approvals prior to the charging and start-up, I would be happy to answer any questions you or your staff have about this review and any subsequent questions that may come up during the construction and commissioning process. Spill, Mitigation and Release Safeguards 1 VX) 99 5.15 Emergency Shutdown Documentation. It shall be the duty of the person in charge of the premises at which the refrigeration system is installed to provide directions for the emergency CORRECTION shutdown of the system at a location that is readily accessible toLTR# 2. trained refrigeration system staff and trained emergency responders. Schematic drawings or signage shall include the following: 1. Instructions with details and steps for shutting down the system in an emergency. KAUKAUNA (HQ) 1215 Hylend Ave Kaukauna, WI 54130 920.759.2500 MILWAUKEE W136 N4829 Campbell Dt Menomonee Falls, Wi 53051 414536.3500 MADISON 4017 Owl C,ealk Dr, Madiedn, WI 53718 WAUSAU 4403 Sit e 5 Stewert Ave, Wausau, WI 54481 608.838.6362 715.2962921 IS09901 CERT! IISO www,BassettMechanical cum Creating Customers for Life", 2. The name and telephone numbers of the refrigeration operating, maintenance, and management staff, emergency responders, and safety personnel. 3. The names and telephone numbers of all corporate, local, state, and federal agencies to be contacted as required in the event of a reportable incident. 4. Quantity of ammonia in the system. 5. Type and quantity of refrigerant oil in the system. 6. Field test pressures applied. Findings and Status: Emergency Shutdown Documentation, placarding and pressure testing has been confirmed to be part of the KHS (refrigeration installation contractor) scope of supply. The emergency shutdown documents are under development and will be completed prior to system charging and startup as per IIAR-2 and OSHA requirements. A door placard will indicate the appropriate information as required per IIAR-2 items 2-5. Pressure test reports will follow required procedures as indicated in IIAR-5 Standard for Start-up and Commissioning of Closed -Circuit Ammonia Refrigeration Systems. 5.14 Signage, Labels, Pipe Marking, and Wind Indicators 5.14.1 Machinery Room Signage. Machinery room signage shall comply with Section 6.15. 5.14.2 *NFPA 704 Placards. Buildings and facilities with refrigeration systems shall be provided with placards in accordance with NFPA 704. For equipment located outdoors, the placard shall display the following degrees of hazard: Health-3, Flammability-1, Instability-O. For equipment located indoors, the placard shall display the following degrees of hazard: Health-3, Flammability- 3, Instability-O. 5.14.2 Machinery Labels. Refrigeration machinery shall be provided with labels. 5.14.4 Emergency Shutdown Valve Identification and Tagging. Valves required for emergency shutdown of the system shall be clearly and uniquely identified at the valve itself and in the system schematic drawings. Findings and Status: Refrigeration System Signage, labels, pipe markings and the wind indicator are a confirmed part of the KHS scope of supply. Labels are noted on the refrigeration drawings. The valves will be appropriately tagged prior to system charging and startup as per IIAR-2 and OSHA requirements. The wind indicator will be located as per PHA team direction. CreaSng Customers for Ufa"' 6.2 Construction, Machinery rooms shall be constructed in accordance with the building code and the requirements of this section. 6.2.1 Separation and Fire Protection. The machinery room shall be separated from the remainder of the building by tight -fitting construction with a one -hour fire -resistance rating. Doors shall comply with Section 6.10. EXCEPTION: The one -hour fire -resistance rating shall not be required where the machinery room is equipped with an automatic fire sprinkler system. Tight -fitting construction must still be provided. Please note: The room is sprinkled. Tight fitting construction must be provided. Findings and Status: The Glycol Cooling Room includes fire sprinklers, negating 1-hour rating requirement. Please See notes #2 and #3 on Plump Drawing sheet A100 for IIAR-2 specifications for doors. The drawings include tight fitting construction requirement see Plump note sheet A100 for IIAR-2 specifications for doors. 6.3.3 Access to Valves 6.3.3.1 *Manually operated valves that are inaccessible from floor level shall be operable from portable platforms, fixed platforms, ladders, or shall be chain operated. 6.3.3.2 Manually operated isolation valves identified as being part of the system emergency shutdown procedure shall be directly operable from the floor or chain operated from a permanent work surface. Emergency valve identification shall comply with Section 5.14.3. Findings and Status: The valves will be accessible as per KHS. 6.3.4 Restricted Access. Access to a machinery room shall be restricted to authorized personnel. Signage on machinery room doors shall comply with Section 6.15. Cruating Customers for LW' Please note: Valves that are currently installed are accessible. Proper signage that is compliant with 6.3.3.1 and 6.3.4 must be present before commissioning and start-up. Standard operating procedures need to indicate what valves will be used for emergency shut down. The valves must also be tagged. Finding: Access will be limited to trained personal as per Shasta. Door placarding will be in place prior to charging and start-up. 6.6 Piping 6.6.2 Pipe Penetrations. Pipes penetrating the machinery room separation shall be sealed to the walls, ceiling, or floor through which they pass in accordance with Section 6.2.1. Where Section 6.2.1 requires that the separation have a fire rating, pipe penetrations shall be fire stopped in accordance with the Building Code. Finding and Status: Please see Plump construction drawing note #2 on sheet P101 and detail #2 on sheet P101 requires proper sealing. Room will be sealed prior to charging and startup. 6.6.3 Pipe Marking. Piping shall be marked as required by Section 5.14.5. Finding and Status: Refrigeration pipe markings are confirmed to be part of the KHS scope of supply. Pipe markings are also noted on the refrigeration drawings. The piping will be appropriately tagged prior to system charging and startup. 6.7 Eyewash/Safety Shower 6.7.1 General. Each machinery room shall have access to a minimum of one eyewash/safety shower unit which shall be located inside the machinery room. A minimum of one eyewash/safety shower unit shall be located outside of the machinery room. Eyewash/safety shower units shall meet the requirements in Section 6.7.3 6,7.2 Path of Travel. The path of travel within the machinery room to at least one eyewash/safety shower unit shall be unobstructed and shall not include intervening doors. Additional eyewash/safety shower units shall be installed such that the path of travel in the machinery room is no more than 55 ft. to an eyewash/safety shower unit. The path of travel to at least one eyewash/safety shower unit located outside of the machinery room shall be within 55 ft. of the principal Creating Customers for Life' machinery door. The path of travel shall be unobstructed and shall not include intervening doors. 6.7.3 Installation Standard. Emergency eyewash/safety shower unit installations shall comply with ANSI/ISEA Z358.1. Please note that two eye wash/safety showers need to be in -place prior to the charging and start-up of the glycol system. Finding and status: Two stations to be provided. Eyewash/shower station locations and travel distance are specified on Plump Engineering keynote #12 sheet A100. See updated plumbing fixture schedule on sheet P100 and updated floor plan on sheet P101. The IIAR-2 eye/wash shower requirements are met on the drawings. 6.8 Electrical Safety 6.8.1 Hazardous (Classified) Locations. Machinery rooms shall be designated as Unclassified Locations, as described in the Electrical Code, where the machinery room is provided with emergency ventilation in accordance with Section 6.14.7 and ammonia detection in accordance with Section 6.13. Finding and Status: The room is classified as an Unclassified location electrically as per IIAR-2. The ventilation system will be provided with independent power circuit as shown on power plan. Plump Engineering Drawing sheet E101, is clouded with delta 6, and is in accordance with IIAR-2 Section 6.14.7 and the ammonia detection in accordance with IIAR-2 Section 6.13. 6.8.2 Design Documents. Electrical design documents shall indicate whether the machinery room is designated as an Unclassified Location or as a Hazardous (Classified) Location. Where the machinery room is designated as a Hazardous (Classified) Location, the Class, Division, and Group of the electrical classification, as required by the Electrical Code, shall be indicated in the documentation. Finding and Status: Refer to revised Plump Drawing sheet E101, for emergency power circuit ventilations, and sheet E102 for additional panel and inverter for emergency circuit, clouded with delta 6. 6.9 Drains 6.9.1 General. Floor drains shall be provided to dispose of wastewater. Creating Customers for Ltferu 6.9.2 Contaminant Control. Where a drainage system is not designed for handling oil, secondary coolants, or other liquids that might be spilled, a means shall be provided to prevent such substances from entering the drainage system. 6.9.3 Control of Ammonia Spills. A means shall be provided to limit the spread of a liquid ammonia spill into the machinery room drainage system. NOTE: The drawings and installation need to indicate a squeeze -in type drain stop. The squeeze -in needs to remain in the drain unless removed temporarily for an operator for clean-up of water off the floor. Squeeze in plugs must be installed into the drain system and remain in the drains. The drains can be removed for water removal and returned after maintenance. Finding and Status: Please see Plump Engineering construction drawing note #1 on sheet P101 it notes squeeze in drain stops. 6.10.2 Door Features. Machinery room doors shall be self - closing and tight fitting, Doors that are part of the means of egress shall be equipped with panic hardware and shall be side hinged to swing in the direction of egress for occupants leaving the machinery room. Where the machinery room is not provided with fire sprinklers, doors communicating with the building interior shall be 1-hour fire rated. Doors to the outdoors shall be fire rated where required by the Building Code based on the fire rating required for exterior wall openings. Please note that the doors need to be installed as per IIAR-2 paragraph 6.10.2 Finding and Status: Please see notes #1-3 on drawing A100. Existing doors swing in direction of egress, include closers and panic hardware, and are tight fitting. Room is equipped with fire sprinklers. Exterior door is >30to property line and does not require a fire rating in accordance with the 2015 IBC 705.8 as per Plump Consultants PE. 6.12 Emergency Control Switches 6.12.1 Emergency Stop Switch. A clearly identified emergency shut- off switch with a tamper- resistant cover shall be located outside and adjacent to the designated principal machinery room door. Creating Customers for Ufe"P'. The switch shall provide off -only control of refrigerant compressors, refrigerant pumps, and normally closed automatic refrigerant valves located in the machinery room. The function of the switch shall be clearly marked by signage near the controls. 6.12.2 Emergency Ventilation Control Switch. A clearly identified control switch for emergency ventilation with a tamper -resistant cover shall be located outside the machinery room and adjacent to the designated principal machinery room door. The switch shall provide "ON/ AUTO" override capability for emergency ventilation. The function of the switch shall be clearly marked by signage near the controls. Please note that the ventilation control as described above need to be indicated on the drawings and in place prior to start-up of the glycol system. Finding and Status: Indicated and referred to in the Plump Drawing Legend and Mechanical Floor Plans on sheet M101 for locations of the emergency stop switches and ventilation control switches. Please see Plump Engineering drawing sheet E101 for power to switches. 6.13 Ammonia Detection and Alarm 6.13.1 General. Machinery rooms shall be provided with ammonia detection and alarm in accordance with Sections 17.2-17.6 and the following features: At least one ammonia detector shall be provided in the room or area. 2. The detector shall activate an alarm that reports to a monitored location so that corrective action can be taken at an indicated concentration of 25 ppm or higher. 3. Audible and visual alarms shall be provided inside the room to warn that access to the room is restricted to authorized personnel and emergency responders when the alarm has activated. Additional audible and visual alarms shall be located outside of each entrance to the machinery room. Finding and Status: Indicated in the Plump Drawing Legend and Mechanical Floor Plan on sheet M101. Creating Customers for Life 6.13.2 Alarm Response 6.13.2.1 Detection of ammonia concentrations less than 25 ppm requires no alarm. 6.13.2.2 Detection of ammonia concentrations equal to or exceeding 25 ppm shall activate visual indicators and audible alarms as specified in Section 6.13.1. The visual indicator and audible alarm shall be permitted to automatically reset if the ammonia concentration drops below 25 ppm. 6.13.2,3 *Detection of ammonia concentrations equal to or exceeding 150 ppm (1/2 IDLH) shall activate visual indicators and an audible alarm and shall activate emergency ventilation, where required, in accordance with Section 6.14.7. Once activated, emergency ventilation shall continue to operate until manually reset by a switch located in the machinery room. 6.13.2.4 *Detection of ammonia concentrations that exceed a detector's upper detection limit or 40,000 ppm (25% LFL), whichever is lower, shall activate visual indicators and an audible alarm and shall activate emergency ventilation, where required, in accordance with Section 6.14.7. Once activated, emergency ventilation shall continue to operate until manually reset by a switch located in the machinery room. In addition, the following equipment in the machinery room shall be automatically de -energized: 1. Refrigerant compressors, 2. Refrigerant pumps, and 3. Normally closed automatic refrigerant valves that are not part of an emergency control system. Please note that the ammonia detection system and alarm requirements as described above need to be indicated on the drawings and in place prior to start-up of the glycol system. The emergency ventilation system will also start at a level of 150 ppm vs. 1000 ppm as indicated in the IMC. Finding and Status: Indicated in the Plump Drawing General Notes on sheet M101. Creatir Customers for 6.14 Ventilation 6.14.1 *Ventilation for Occupants. In occupied conditions, outdoor air shall be provided at a rate of not less than 0.5 cfm/ft2 (0.0025 m3/s • m2) of machinery room area or 20 cfm (0.009 m3/s) per occupant, whichever is greater. 6.14.2 General Exhaust and Air Conditioning Equipment. Machinery room exhaust fans and air conditioning equipment that is not intended for exhausting ammonia vapor shall be -energized, and fan dampers, where provided, shall close upon detection of ammonia in accordance with Section 6.13.2.2. 6.14.3 Exhaust Ventilation. Machinery rooms shall be vented to the outdoors by means of a mechanical exhaust ventilation system. 6.14.3.1 Mechanical exhaust ventilation systems shall be automatically activated by ammonia leak detection in accordance with Section 6.13 or temperature sensors and shall be manually operable. 6.14.3.3 *Machinery room exhaust shall vent to the outdoors no fewer than 20 ft. (6 m) from a property line or openings into buildings. 6.14.3.4 Machinery room exhaust shall discharge vertically upward with a minimum discharge velocity of 2,500 ft/min (762 m/min) at the required emergency ventilation flow rate. 6.14.3.5 Machinery room exhaust fans, regardless of function, shall be equipped with non -sparking blades. 6.14.3.7 *Emergency exhaust fan motors located in the air stream or inside the machinery room shall be of the totally enclosed type. Fan motors meeting this requirement are not required to be listed for use in hazardous (classified) locations. Finding and Status: Indicated in Plump Drawing note #1 and #3 on Minimum Ventilation Calculation Requirements on sheet M100 and to the Mechanical Floor Plan on sheet M101. Croatirts Customers for Vol' 6,14.5 Inlet Air 6.14.5.1 Outdoor make-up air shall be provided to replace air being exhausted and shall maintain negative pressure in the machinery room, not to exceed 0.25 in. (6.4 mm) water column relative to the adjacent areas with a machinery room door, including the outdoors. 6.14.5.6 Motorized louvers or dampers, where utilized, shall fail to the open position upon loss of power. Finding and Status: Indicated in Plump Drawing note #4 on Minimum Ventilation Calculation Requirements on Plump Drawing Sheet M100 and to the Mechanic& Floor Plan on sheet M101. 6.14.6 Temperature Control Ventilation 6.14.6.1 *Temperature control mechanical ventilation design capacity shall be the volume required to limit the room dry bulb temperature to 104°F (40°C), taking into account the ambient heating effect of machinery in the room and with the make-up air entering the room at a 1% design dry bulb temperature. The emergency ventilation system shall be permitted to be used to supplement temperature control ventilation, and vice versa. 6.14.6.3 Temperature control mechanical ventilation shall be continuous or shall be activated by both of the following: 1. A thermostat measuring space temperature. 2. A manual control switch provided in accordance with Section 6.12.2, where temperature control ventilation is designed to contribute to emergency ventilation. Finding and Status: Indicated in Plump Drawing note #2 on Minimum Ventilation Calculation Requirements on sheet M100 and to the Mechanical Floor Plan on sheet M101. Creating Customers for Life"' 6.14.7 Emergency Ventilation 6.14.7.1 *Emergency mechanical ventilation systems shall provide not less than 30 air changes per hour based on the gross machinery room volume. The emergency ventilation system shall be permitted to include temperature control ventilation fans that meet the requirements of Section 6.14.3.7 and Section 6.14.6.3, Item 2. EXCEPTION: Where approved, emergency mechanical ventilation shall not be required for a limited -charge refrigeration system that will not yield an ammonia concentration exceeding 40,000 ppm in the machinery room following a release of the entire charge from the largest independent refrigerant circuit, based on the volume calculation determined in accordance with Section 5.3. The designer shall provide a copy of the calculations to be retained at the site. 6.14.7.2 Emergency mechanical ventilation shall be activated by both of the following: 1. Ammonia leak detection complying with Section 6.13. 2. A manual control switch provided in accordance with Section 6.12.2. 6.14.7.3 Emergency ventilation shall be powered independently of the equipment within the machinery room and shall continue to operate regardless of whether emergency shutdown controls for the machinery room have been activated. 6.14.7.4 A monitored location shall be notified upon loss of power to or failure of the emergency mechanical ventilation system. Please note that the glycol room is required to be ventilated at the following minimum rates as per IIAR-2. • Occupancy ventilation: 610.5 cfm. • Temperature control ventilation: 8,462 cfm. • Emergency ventilation: 14,652 cfm. Creating Customers for L'Ae,x Please note: To make the system compliant, the emergency ventilation fan needs to be replaced with an up -blast fan to meet the above requirements. The drawings need to indicate the occupancy, temperature control and the emergency fans. The inlet air must be provided to insure that the .25" static is not exceeded when the ventilation system is in operation. Finding and Status: Indicated on Plump Drawing Minimum Ventilation Calculation Requirements on sheet M100 and to the Mechanical Floor Plan on sheet M101. The plans call for an emergency exhaust ventilation system that meets the IIAR-2 minimum requirements. The ventilation system as depicted is compliant. 6.15 Signage. Signage shall be provided in accordance with this section. 6.15.1 *NFPA 704 Placards. Buildings and facilities with refrigeration systems shall be provided with placards accordance with NFPA 704 and the Mechanical Code. 6.15.2 Alarm Signage. Alarm signage shall be provided in accordance with Section 17.6. 6.15.3 Restricted Access Signage. Each machinery room entrance door shall be marked with a permanent sign to indicate that only authorized personnel are permitted to enter the room. 6.15.4 Emergency Control Switch Signage. Signage shall be provided near the emergency stop and emergency ventilation control switches as described in Section 6.12 Please note that the signage must be in place prior to the start-up. Finding and Status: NFPA 704 placard details and locations are specified on Plump Engineering keynote #11 drawing sheet A100. Alarm signage locations and details provided; see keynote #13 sheet A100. Restricted access signage locations and details provided; see keynote #15 sheet A100. Emergency control switch signage locations and details provided; see keynote #14 and #16 sheet A100. 15.6 Equipment and Piping Hydrostatic Overpressure Protection 15.6.1 *Protection Required. Protection against overpressure due to thermal hydrostatic expansion of trapped liquid ammonia shall be provided for equipment and piping sections that can Creatir,g Customeror LifeTh' be isolated and can trap liquid ammonia in an isolated section in any of the following situations: 1. Automatically during normal operation. 2. Automatically during shutdown by any means, including alarm or power failure. 3. During planned isolation for standby or seasonal conditions. 4. Due to an equipment or device fault. EXCEPTION: If trapping of liquid with subsequent thermal hydrostatic expansion is only possible during maintenance or service operations, engineering or administrative controls, or both, shall be permitted as the means of relieving or preventing overpressure. Please note that SOPs must be written prior to start-up. Finding and Status: Trapping of liquid refrigerant and subsequent thermal hydrostatic expansion is only possible during maintenance and service operations. Therefore engineering and maintenance controls will be documented and in place prior to system charging and startup as per IIAR-2. Documentation is a confirmed part of the KHS scope of supply. 16.1.3 Operating Parameter Monitoring. Instruments and controls shall be provided to indicate operating parameters of the refrigeration system and equipment and provide the ability to control the starting, stopping, and operation of the system or equipment manually or automatically. Finding and Status: Instrumentation and Controls monitoring is part of KHS's scope. Emergency Fan loss of flow and power, and leak detection will be monitored 2417 as per IIAR-2 requirements. 16.1.4 Documentation. The function, sequence, and operating design parameters of each provided control shall be obtained or documented. The owner or operator shall maintain such documentation in a location that is accessible at the site. 16.1.5 *Monitoring of an Ammonia Release During a Power Failure. A means shall be provided for monitoring the Creating Customers for Life concentration of an ammonia release in the event of a power failure. Finding and Status: Please see finding for 16.1.3 above. 16.1.6 *Restricted Access to Safety Settings. Changing of safety settings shall be limited to authorized personnel only. Changing of system operational settings shall not permit or affect changes to safety settings. Finding: Access to Glycol Room and Controls are to be accessed by authorized personal only. 16.1.7 Electrical Control Systems. Electrical control systems shall comply with the Electrical Code. Please note the documentation must be in -place as described above must be in place prior to the system start-up. Monitoring an ammonia release during a release may be provided by the use of a hand-held monitor. The monitor must be on site prior to system charging and start-up. Documentation is required for standard operating procedures as per IIAR-7 prior to start-up and operation of the glycol system. Finding: Plump Engineering drawings indicate required compliance with 2016 National Electrical Code. An ammonia release monitor will be on site prior to the system charging and start-up. 16.3 *Electric and Pneumatic Sensor Controls. Sensing devices that initiate control pulses or signals for refrigeration systems shall comply with this section. 16.3.1 Design. Sensing devices that initiate control pulses or signals shall have a design pressure that is not less than the design pressure required by Section 5.5. In addition, the sensing devices shall be in accordance with one or more of the following: 1. Complies with the ultimate strength requirement in Section 16.1.7. 2. Has a documented successful performance history for devices in comparable service conditions. 3. Uses a performance -based pressure -containment design substantiated by either proof tests as Creating Customers for Life", described in ASME B&PVC, Section VIII, Division 1, Section UG-101, oran experimental stress analysis. 4. Is listed individually or as part of an assembly or a system. 16.3.2 Equipment Identification. Manufacturers producing electrical or pneumatic controls shall provide the following minimum nameplate data: i. Manufacturer's name. 2 Manufacturer's serial number, where applicable. 3. Manufacturer's model number. 4. Electric supply: volts, full load amps, frequency (Hz), phase, where applicable. 5, Pneumatic system: control range: maximum supply air pressure, minimum supply air pressure, required ACFM, where applicable. 6. Flow direction, where applicable. 7. Any special characteristics of a control device shall be noted either on the name tag or in the accompanying literature. Please provide documentation that indicates that the controls meet the above IIAR-2 requirements. Finding and Status: KHS to provide as part of Process Safety Information prior to start-up as applicable. Ammonia Detection 17.2 Power for Detectors and Alarms. The power supply for the ammonia detectors and alamis shall be a dedicated branch circuit. In the event of a loss of power on other circuits or an emergency shutdown of refrigeration equipment, the ammonia detection and alami system shall remain on. In the event of a loss of power to the ammonia detection and alarm system, a Crea Gustermers for Lit power failure trouble signal shall be sent to a monitored location. Finding and Status; Plump Drawings sheet E101& E102 indicate added receptacles for low voltages devices, clouded with delta 6. KHS controls to comply with IIAR-2. 17.3 Testing 17.3.1 Schedule. A schedule for testing ammonia detectors and alarms shall be established based on manufacturers' recommendations, unless modified based on documented experience. 17.3.2 Minimum Test Frequency. Where manufacturers' recommendations are not provided, ammonia detectors and alarms shall be tested at least annually. Please note that the inspection, testing and maintenance must be compliant with IIAR- 6. Finding and Status: Refrigeration drawings indicate requirement for compliance with IIAR-6 regarding required testing, inspection and maintenance. 17.5 *Alarms. The audible alarms providing notification shall provide a sound pressure level of 15 decibels (dBA) above the average ambient sound level and 5 dBA above the maximum sound level of the area in which it is installed. Finding and Status: KHS to provide prior to start-up. 17.6 Signage. Ammonia leak detection alarms shall be identified by signage adjacent to visual and audible alarm devices. 17.7.3 Level 3 Ammonia Detection and Alarm. Level 3 ammonia detection and alarm shall have the following features: 1. At least one ammonia detector shall be provided in the room or area. Creating Customers for Life" 2. The detector shall activate an alarm that reports to a monitored location so that corrective action can be taken at an indicated concentration of 25 ppm or higher. 3. Audible and visual alarms shall be provided inside the room to wam that, when the alarm has activated, access to the room is restricted to authorized personnel and emergency responders. For machinery rooms, additional audible and visual alarms shall be located outside of each entrance to the machinery room. 4. Upon activation of the alarm, control valves feeding liquid and hot gas to equipment in the affected area shall be closed. Refrigerant pumps, nonemergency fans, or other motors that are part of the ammonia refrigeration equipment in the room shall be de -energized. 5. Upon activation of the alarm, emergency exhaust systems, where required, shall be activated. Please provide documentation to confirm that the above I IAR-2 requirements are met prior to system start-up. Finding and Status: Audible and visual alarm devices are indicated in the Plump Engineering drawings keynote #13, sheet A100 with details and locations. Finding and Status Summary: Respond to all items indicated on the letter dated November 6th, 2109 o Dave Kehle to forward to Al Metzler current Plump Engineering and KHS drawings and specifications referenced above. Provide Emergency Shutdown Documentation o KHS to provide prior to glycol system charging and start-up Provide and install machinery room signage, valve and pipe labels and placards o KHS to provide prior to glycol system charging and start-up Glycol Room needs to be tight fitting including doors Creatin9 Customers for LW" o Indicated in Plump Engineering Drawings • Properly seal all glycol room penetrations o Indicated in Plump Engineering Drawings • Install eye wash/showers as per ANSI/ISSEA Z358.1 o Indicated in Plump Engineering Drawings • Indicate electrical classification on electrical drawings o Indicated in Plump Engineering Drawings • Install floor drain plugs for spill containment o Indicated in Plump Engineering Drawings • Install ON/AUTO Emergency Ventilation Control Switch o Indicated in Plump Engineering Drawings • Install proper ammonia detection and alarm system o Indicated in Plump Engineering Drawings • Install proper Emergency Exhaust Up -blast Fan o Indicated in Plump Engineering Drawings • Ensure that there is adequate intake air o Indicated in Plump Engineering Drawings • Install Glycol Room Ambient Temperature Controls o Indicated in Plump Engineering Drawings • Develop Standard Operating Procedures o KHS to provide prior to glycol system charging and start-up • Install Restricted Access Signage o Indicated in Plump Engineering Drawings • Install Emergency Control Switch Signage o Indicated in Plump Engineering Drawings creating Customers for Life' • Conduct Pre -Startup Safety Review o KHS and Bassett Mechanical to provide prior to charging and start-up • Develop operating parameter documentation o KHS to provide prior to glycol system charging and start-up • Means to monitor ammonia concentration during a power failure o Shasta to provide prior to glycol system charging and start-up • Confirm sensing devices comply with IIAR-2 o KHS to provide prior to glycol system charging and start-up • Follow IIAR-6 Inspection, Testing and Maintenance Standard for all glycol cooling equipment and safety systems o KHS to provide prior to glycol system charging and start-up o Shasta to provide maintenance following start-up • Develop risk management program including off site release model as per OSHA and EPA requirements o KHS to provide prior to glycol system charging and start-up The Shasta Facility requests your approval to continue work with the understanding that your final approval is required prior to charging and start-up of the system. Respectfully submitted, Dave Schaefer, PE Creating Customers for Life December 3, 2019 Al Metzler City of Tukwila Department of Community Development 6300 Southcenter Boulevard Suite #209 Tukwila, WA 98188 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 18 2020 City of Tukwila BUILDING DIVISION Shasta Refrigeration Compliance Audit RECEIVED CITY OF TUKWILA JAN 1 4 2020 PERMIT CENTER The Glycol Room must meet the International Fire Code Section 606. The Glycol Room must also meet the International Mechanical Code Chapter 11. Both Codes reference compliance based the International Institute of Ammonia Refrigeration Standards IIAR-2 and IIAR-7 for ammonia refrigeration systems. An on -site audit was conducted by Dave Schaefer, PE on November 5th and 6th, 2019. The system installation is currently partially complete. Building construction drawings were also reviewed for code compliance. The IIAR-2 standard defines the minimum design and safety requirements for the components, safeties and installation for an ammonia refrigeration system. The IIAR-7 standard defines minimum standard operating procedure requirements. The equipment in the glycol room was also inspected. Proper equipment identification plates are required to include the following information; manufacturers name, model number and serial number, year of manufacture, design pressure, and temperatures as applicable as per IIAR-2. The equipment inspected included the plate and shell heat exchanger, compressors, ASME surge drum, condenser and the ASME high pressure receiver. The equipment is appropriately tagged with the proper identification.. The equipment is also commonly used for the ammonia refrigeration systems. The pipe Mill Test Reports were reviewed and the pipe is appropriate for service. The valves selected and installed on site are appropriate for use as per the HAR-3 Valve Standard. The welder's continuity certificates were reviewed and are current. CORRECTION P1QF 1215 kyt..r1 Avu w1G ch 4017 (NA !,1,.:0.1-; F V:I 5j7 5 U2F1.727.9(1 4i4,iJQcAlo..C.Za.43;:;7 N I q coo 9 9 WC-1.7: ...Au 4403 Su.'b SIC -a" AYQ 'NUL 544ui 7i3.2',%.13721 Ise9M11 %PA: 4.13ur.aettMet,11 Ouantlty of Ammonia The system charge is expected to be approximately 3500 lbs. The system charge estimate is indicated on the KHS/Bassett Mechanical drawing 18815-PID sheet 5 of 14. The initial charge estimate is based on the equipment manufacturers data and the actual charge may vary somewhat. The final charge to be indicated on the door signage as required by IIAR-2. The refrigeration oil charge will also be indicated on the machinery room signage. Ammonia will not be stored in the engine room. The ammonia will be used as the refrigerant charge in the closed circuit refrigeration system. The following items listed under Spill. Mitigation and Release Safeguards must be shown on the drawing and/or documentation provided to verify compliance with IIAR-2 System Design and Safety Standard and IIAR-7 Standard for Operating Procedures as per the IMC 606.12.1 . Further the following must also be followed: + IIAR-3 Standard for Valves • IIAR-4 Standard for Installation of Ammonia Refrigeration Systems • IIAR-5 Standard for Start-up of Amazonia Refrigeration Systems • IIAR-6 Standard for Inspection, Testing and Maintenance of Ammonia Refrigeration Systems SpiII., Mitigation and Release Safeguards 5.15 Emergency Shutdown Documentation. It shall be the duty of the person in charge of thepremises at which the refrigeration system is installed to provide directions for the emergency shutdown of the system at a location that is readily accessible to trained refrigeration system staff and trained emergency responders. Schematic drawings or signage shall include the following: 1. Instructions with details and steps for shutting down the system in an emergency. 2. The name and telephone numbers of the refrigeration operating, maintenance, and management staff, emergency responders, and safety personnel. 3. The names and telephone numbers of all corporate, local, state, and federal agencies to be contacted as required in the event of a reportable incident. C`„• 4. Quantity of ammonia in the system. 5. Type and quantity of refrigerant oil in the system. 6. Field test pressures applied. 5.14 Signage, Labels, Pipe Marking, and Wind Indicators 5.14.1 Machinery Room Signage. Machinery room signage shall comply with Section 6.15. 5.14.2 *NFPA 704 Placards. Buildings and facilities with refrigeration systems shall be provided with placards in accordance with NFPA 704. For equipment located outdoors, the placard shall display the following degrees of hazard: Health-3, Flammability-1, Instability-O. For equipment located indoors, the placard shall display the following degrees of hazard: Health-3, Flammability-3, Instability-0. 5.14.2 Machinery Labels. Refrigeration machinery shall be provided with labels. 5.14.4 Emergency Shutdown Valve identification and Tagging. Valves required for emergency shutdown of the system shall be clearly and uniquely identified at the valve itself and in the system schematic drawings. 6.2 Construction. Machinery rooms shall be constructed in accordance with the building code and the requirements of this section. 6.2.1 Separation and Fire Protection. The machinery room shall be separated from the remainder of the building by tight -fitting construction with a one -hour fire -resistance rating. Doors shall comply with Section 6.10. EXCEPTION: The one -hour fire -resistance rating shall not be required where the machinery room is equipped with an automatic fire sprinkler system. Tight -fitting construction must still be provided. Please note: The room is sprinkled. Tight fitting construction must be provided. 63.3 Access to Valves 6.3.3.1 *Manually operated valves that are inaccessible from floor level shall be operable from portable platforms, fixed platforms, ladders, or shall be chain operated. 6.3.3.2 Manually operated isolation valves identified as being part of the system emergency shutdown procedure shall be directly operable from the floor or chin operated from a permanent work surface. Emergency valve identification shall comply with Section 5.14.3. 63.4 Restricted Access. Access to a machinery room shall be restricted to authorized personnel. Signage on machinery room doors shall comply with Section 6.15. Please note: Valves that are currently installed are accessible. Proper signage thRt is compliant with 6.3.3.1 and 6.3.4 must be present before commissioning and start-up. Standard operating procedures need to indicate what valves will be used for emergency shut down. The valves must also be tagged. 6.6 Piping 6.6.2 Pipe Penetrations. Pipes penetrating the machinery room separation shall be sealed to the walls, ceiling, or floor through which they pass in accordance with Section 6.2.1. Where Section 6.2.1 requires that the separation have a fire rating, pipe penetrations shall be fire stopped in accordance with the Building Code. 6.6.3 Pipe Marking. Piping shall be marked as required by Section 5.14.5. Please note: Prior to start-up that all wall and ceiling penetrations must be sealed as per IIAR-2. :r Gt. Ac Lhro 6.7 Eyewash/Safety Shower 6.7.1 General. Each machinery room shall have access to a minimum of one eyewash/safety shower unit which shall be located inside the machinery room. A minimum of one eyewash/safety shower unit shall be located outside of the machinery room. Eyewash/safety shower units shall meet the requirements in Section 6.7.3 6.7.2 Path of Travel. The path of travel within the machinery room to at least one eyewash/safety shower unit shall be unobstructed and shall not include intervening doors. Additional eyewash/safety shower units shall be installed such that the path of travel in the machinery room is no more than 55 ft. to an eyewash/safety shower unit. The path of travel to at least one eyewash/safety shower unit located outside of the machinery room shall be within 55 ft. of the principal machinery door. The path of travel shall be unobstructed and shall not include intervening doors. 6.7.3 Installation Standard. Emergency eyewash/safety shower unit installations shall comply with ANSI/ISEA Z358.1. Please note that two eye wash/safety showers need to be in -place prior to the charging and start-up of the glycol system. 6.8 Electrical Safety 6.8.1 Hazardous (Classified) Locations. Machinery rooms shall be designated as Unclassified Locations, as described in the Electrical Code, where the machinery room is provided with emergency ventilation in accordance with Section 6.14.7 and ammonia detection in accordance with Section 6.13. 6.8.2 Design Documents. Electrical design documents shall indicate whether the machinery room is designated as an Unclassified Location or as a Hazardous (Classified) Location. Where the machinery room is designated as a Hazardous (Classified) Location, the Class, Division, and Group of the electrical classification, as required by the Electrical Code, shall be indicated in the documentation. Crc 6.9 Drains 6.9.1 General. Floor drains shall be provided to dispose of wastewater. 6.9.2 Contaminant Control. Where a drainage system is not designed for handling oil, secondary coolants, or other liquids that might be spilled, a means shall be provided to prevent such substances from entering the drainage system. 6.9.3 Control of Ammonia Spills. A means shall be provided to limit the spread of a liquid ammonia spill into the machinery room drainage system. NOTE: The drawings and installation need to indicate a squeeze -in type drain stop. The squeeze -in needs to remain in the drain unless removed temporarily for an operator for clean-up of water off the floor. Squeeze in plugs must be installed into the drain system and remain in the drains. The drains can be removed for water removal and returned after maintenance. 6.10.2 Door Features. Machinery room doors shall be self -closing and tight fitting. Doors that are part of the means of egress shall be equipped with panic hardware and shall be side hinged to swing in the direction of egress for occupants leaving the machinery room. Where the machinery room is not provided with fire sprinklers, doors communicating with the building interior shall be 1-hour fire rated. Doors to the outdoors shall be fire rated where required by the Building Code based on the fire rating required for exterior wall openings. Please note that the doors need to be installed as per IIAR-2 paragraph 6.10.2 6.12 Emergency Control Switches 6.12.1 Emergency Stop Switch. A clearly identified emergency shut-off switch with a tamper- resistant cover shall be located outside and adjacent to the designated principal machinery room door. The switch shall provide off -only control of refrigerant compressors, refrigerant pumps, and normally closed automatic refrigerant valves located in the machinery room. The function of the switch shall be clearly marked by signage near the controls. 6.12.2 Emergency Ventilation Control Switch. A clearly identified control switch for emergency ventilation with a tamper -resistant cover shall be located outside the machinery room and adjacent to the designated principal machinery room door. The switch shall provide "ON/ AUTO" override capability for emergency ventilation. The function of the switch shall be clearly marked by signage near the controls. Please note that the ventilation control as described above need to be indicated on the drawings and in place prior to start-up of the glycol system. 6.13 Ammonia Detection and Alarm 6.13.1 General. Machinery rooms shall be provided with ammonia detection and alarm in accordance with Sections 17.2-17.6 and the following features: 1. At least one ammonia detector shall be provided in the room or area. 2. The detector shall activate an alarm that reports to a monitored location so that corrective action can be taken at an indicated concentration of 25 ppm or higher. 3. Audible and visual alarms shall be provided inside the room to warn that access to the room is restricted to authorized personnel and emergency responders when the alarm has activated. Additional audible and visual alarms shall be located outside of each entrance to the machinery room. 6.13.2 Alarm Response 6.13.2.1 Detection of ammonia concentrations less than 25 ppm requires no alarm. 6.13.2.2 Detection of ammonia concentrations equal to or exceeding 25 ppm shall activate visual indicators and audible alarms as specified in Section 6.13.1. The visual indicator and audible alarm shall be permitted to automatically reset if the ammonia concentration drops below 25 ppm. Crueng Ct.:at:rotors 1,-,r n' 6.13.2.3 *Detection ofammonia concentrations equal to or exceeding 150 ppm (1/2 IDLH) shall activate visual indicators and an audible alarm and shall activate emergency ventilation, where required, in accordance with Section 6.14.7. Once activated, emergency ventilation shall continue to operate until manually reset by a switch located in the machinery room. 6.13.2.4 *Detection of ammonia concentrations that exceed a detector's upper detection limit or 40,000 ppm (25% LPL), whichever is lower, shall activate visual indicators and an audible alarm and shall activate agency ventilation, where required, in accordance with Section 6.14.7. Once activated, emergency ventilation shall continue to operate until manually reset by a switch located in the machinery room. In addition, the following equipment in the machinery room shall be automatically de -energized: 1. Refrigerant compressors, 2. Refrigerant pumps, and 3. Normally closed automatic refrigerant valves that are not part of an emergency control system. Please note that the ammonia detection system and alarm requirements as described above need to be indicated on the drawings and in place prior to start-up of the glycol system. The emergency ventilation system will also start at a level of 150 ppm vs. 1000 ppm as indicated in the IMC. 6.14 Ventilation 6.14.1 *Ventilation for Occupants. In occupied conditions, outdoor air shall be provided at a rate of not less than 0.5 cfin/ft2 (0.0025 m3/s • m2) of machinery room area or 20 cfm (0.009 m3/s) per occupant, whichever is greater. 6.14.2 General Exhaust and Air Conditioning Equipment. Machinery room exhaust fans and air conditioning equipment that is not intended for exhausting ammonia vapor shall be -energized, and fan dampers, where provided, shall close upon detection of ammonia in accordance with Section 6.13.2.2. 6.14.3 Exhaust Ventilation. Machinery rooms shall be vented to the outdoors by means of a mechanical exhaust ventilation system. 6.14.3.1 Mechanical exhaust ventilation systems shall be automatically activated by ammonia leak detection in accordance with Section 6.13 or temperature sensors and shall be manually operable. 6.14.3.3 *Machinery room exhaust shall vent to the outdoors no fewer than 20 ft. (6 m) from a property line or openings into buildings. 6.14.3.4 Machinery room exhaust shall discharge vertically upward with a minimum discharge velocity of 2,500 ft/min (762 m/min) at the required emergency ventilation flow rate. 6.14.3.5 Machinery room exhaust fans, regardless of function, shall be equipped with non -sparking blades. 6.14.3.7 *Emergency exhaust fan motors located in the air stream or inside the machinery room shall be of the totally enclosed type. Fan motors meeting this requirement are not required to be listed for use in hazardous (classified) locations. 6.14.5 Inlet Air 6.14.5.1 Outdoor make-up air shall be provided to replace air being exhausted and shall maintain negative pressure in the machinery room, not to exceed 0.25 in. (6.4 mm) water column relative to the adjacent areas with a machinery room door, including the outdoors. 6.14.5.6 Motorized louvers or dampers, where utilized, shall fail to the open position upon loss of power. 6.14.6 Temperature Control Ventilation 6.14.6.1 *Temperature control mechanical ventilation design capacity shall be the volume required to limit the room dry bulb temperature to 104°F (40°C), taking into account the ambient heating effect of machinery in the room and with the make-up air entering the room at a 1 % design dry bulb temperature. The emergency ventilation system shall be permitted to be used to supplement temperature control ventilation, and vice versa. 6.14.6.3 Temperature control mechanical ventilation shall be continuous or shall be activated by both of the following: �. A thermostat measuring space temperature. 2. A manual control switch provided in accordance with Section 6.12.2, where temperature control ventilation is designed to contribute to emergency ventilation. 6.14.7 Emergency Ventilation 6.14.7.1 *Emergency mechanical ventilation systems shall provide not less than 30 air changes per hour based on the gross machinery room volume. The emergency ventilation system shall be permitted to include temperature control ventilation fans that meet the requirements of Section 6.14.3.7 and Section 6.14.6.3, Item 2. EXCEPTION: Where approved, emergency mechanical ventilation shall not be required for a limited -charge refrigeration system that will not yield an ammonia concentration exceeding 40,000 ppm in the machinery room following a release of the entire charge from the largest independent refrigerant circuit, based on the volume calculation determined in accordance with Section 5.3. The designer shall provide a copy of the calculations to be retained at the site. 6.14.7.2 Emergency mechanical ventilation shall be activated by both of the following: 1. Ammonia leak detection complying with Section 6.13. 2. A manual control switch provided in accordance with Section 6.12.2. 6.14.7.3 Emergency ventilation shall be powered independently of the equipment within the machinery room and shall continue to operate regardless of whether emergency shutdown controls for the machinery room have been activated. 6.14.7.4 A monitored location shall be notified upon loss of power to or failure of the emergency mechanical ventilation system. Please note that the glycol room is required to be ventilated at the following minimum rates as per IIAR-2. • Occupancy ventilation: 610.5 cfm. • Temperature control ventilation: 8,462 cfm. • Emergency ventilation: 14,652 cfm. Please note: To make the system compliant, the emergency ventilation fan needs to be replaced with an up - blast fan to meet the above requirements. The drawings need to indicate the oc,cupancy, temperature control and the emergency fans. The inlet air must be provided to insure that the .25" static is not exceeded when the ventilation system is in operation. 6.15 Signage. Signage shall be provided in accordance with this section. 6.15.1 *NFPA 704 Placards. Buildings and facilities with refrigeration systems shall be provided with placards accordance with NFPA 704 and the Mechanical Code. 6.15.2 Alarm Signage. Alarm signage shall be provided in accordance with Section 17.6. 6.15.3 Restricted Access Signage. Each machinery room entrance door shall be marked with a permanent sign to indicate that only authorized personnel are permitted to enter the room. 6.15.4 Emergency Control Switch Signage. Signage shall be provided near the emergency stop and emergency ventilation control switches as described in Section 6.12 Please note that the signage must be in place prior to the start-up. 4672-4, 15.6 Equipment and Piping Hydrostatic Overpressure Protection 15.6.1 *Protection Required. Protection against overpressure due to thermal hydrostatic expansion of trapped liquid ammonia shall be provided for equipment and piping sections that can be isolated and can trap liquid ammonia in an isolated section in any of the following situations: 1. Automatically during normal operation. 2. Automatically during shutdown by any means, including alarm or power failure. 3. During planned isolation for standby or seasonal conditions. 4, Due to an equipment or device fault. EXCEPTION: If trapping of liquid with subsequent thermal hydrostatic expansion is only possible during maintenance or service operations, engineering or administrative controls, or both, shall be permitted as the means of relieving or preventing overpressure. Please note that SOPs must be written prior to start-up. 16.1.3 Operating Parameter Monitoring. Instruments and controls shall be provided to indicate operating parameters of the refrigeration system and equipment and provide the ability to control the starting, stopping, and operation of the system or equipment manually or automatically. 16.1.4 Documentation. The function, sequence, and operating design parameters of each provided control shall be obtained or documented. The owner or operator shall maintain such documentation in a location that is accessible at the site. 16.1.5 *Monitoring of an Ammonia Release During a Power Failure. A means shall be provided for monitoring the concentration of an ammonia release in the event of a power failure. c. 16.1.6 *Restricted Access to Safety Settings. Changing of safety settings shall be limited to authorized personnel only. Changing of system operational settings shall not permit or affect changes to safety settings. 16.1.7 Electrical Control Systems. Electrical control systems shall comply with the Electrical Code. Please note the documentation must be in -place as described above must be in place prior to the system start-up. Monitoring an ammonia release during a release may be provided by the use of a hand-held monitor. The monitor must be on site prior to system charging and start-up. Documentation is required for standard operating procedures as per IIAR-7 prior to start-up and operation of the glycol system. 16.3 *Electric and Pneumatic Sensor Controls. Sensing devices that initiate control pulses or signals fir refrigeration systems shall comply with this section. 16.3.1 Design. Sensing devices that initiate control pulses or signals shall have a design pressure that is not less than the design pressure required by Section 5.5. In addition, the sensing devices shall be in accordance with one or more of the following: 1. Complies with the ultimate strength requirement in Section 16.1.7. 2. Has a documented successful performance history for devices in comparable service conditions. 3. Uses a performance -based pressure -containment design substantiated by either proof tests as described in ASME B&PVC, Section VIII, Division 1, Section UG-101, or an experimental stress analysis. 4. Is listed individually or as part of an assembly or a system. 16.3.2 Equipment Identification. Manufacturers producing electrical or pneumatic controls shall provide the following minimum nameplate data: 1. Manufacturer's name. 2 Manufacturer's serial number, where applicable. r 3. Manufacturer's model number. 4 Electric supply: volts, full load amps, frequency (Hz), phase, where applicable. 5. Pneumatic system; control range: maximum supply air pressure, minimum supply air pressure, required ACFM, where applicable. 6 Flow direction, where applicable. 7. Any special characteristics of a control device shall be noted either on the name tag or in the accompanying literature. Please provide documentation that indicates that the controls meet the above IIAR-2 requirements. Ammonia Detection 17.2 Power for Detectors and Alarms. The power supply for the ammonia detectors and alarms shall be a dedicated branch circuit. In the event of a loss of power on other circuits or an emergency shutdown of refrigeration equipment, the ammonia detection and alarm system shall remain on. In the event of a loss of power to the ammonia detection and alarm system, a power failure trouble signal shall be sent to a monitored location. 173 Testing 17.3.1 Schedule. A schedule for testing ammonia detectors and alarms shall be established based on manufacturers' recommendations, unless modified based on documented experience. 17.3.2 Minimum Test Frequency. Where manufacturers' recommendations are not provided, ammonia detectors and alarms shall be tested at least annually. Please note that the inspection, testing and maintenance must be compliant with HAR-6, 173 *Alarms. The audible alarms providing notification shall provide a sound pressure level of 15 decibels (dBA) above the average ambient sound level and 5 dBA above the maximum sound level of the area in which it is installed. 17.6 Signage. Ammonia leak detection alarms shall be identified by signage adjacent to visual and audible alarm devices. 17.7.3 Level 3 Ammonia Detection and Alarm. Level 3 ammonia detection and alarm shall have the following features: 1. At least one ammonia detector shall be provided in the room or area. 2. The detector shall activate an alarm that reports to a monitored location so that corrective action can be taken at an indicated concentration of 25 ppm or higher. 3. Audible and visual alarms shall be provided inside the room to warn that, when the alarm has activated, access to the room is restricted to authorized personnel and emergency responders. For machinery rooms, additional audible and visual alarms shall be located outside of each entrance to the machinery room. 4. Upon activation of the alarm, control valves feeding liquid and hot gas to equipment in the affected area shall be closed. Refrigerant pumps, nonemergency fans, or other motors that are part of the ammonia refrigeration equipment in the room shall be de -energized. 5. Upon activation of the alarm, emergency exhaust systems, where required, shall be activated. Please provide documentation to confirm that the above IIAR-2 requirements are met prior to system start-up. Summary As mentioned above the Glycol room is partially complete. The drawings and submittals are required to include the recommendations above. Shasta his reviewed the audit information and plans on implementing the above requirements. Shasta will also have a technical expert on hand prior to start-up to conduct a pre - startup safety review (PSSR). Shasta will also submit information regarding the PE stamped piping supports that is requested in your letter dated November 6th, 2019 • Action required: • Respond to all items indicated on the letter dated November 6th, 2109 • Provide Emergency Shutdown Documentation • Provide and install machinery room signage, valve and pipe labels and placards • Glycol Room needs to be tight fitting including doors • Properly seal all glycol room penetrations • Install eye wash/showers as per ANS1VISSEA Z358.1 • Indicate electrical classification on electrical drawings • Install floor drain plugs for spill containment • Install ON/AUTO Emergency Ventilation Control Switch • Install proper ammonia detection and alarm system • Install proper Emergency Exhaust Up -blast Fan • Ensure that there is adequate intake air • Install Glycol Room Ambient Temperature Controls • Develop Standard Operating Procedures • Install Restricted Access Signage • Install Emergency Control Switch Signage • Conduct Pre -Startup Safety Review • Develop operating parameter documentation • Means to monitor ammonia concentration during a power failure • Confirm sensing devices comply with IIAR-2 • Follow IIAR-6 Inspection, Testing and Maintenance Standard for all glycol cooling equipment and safety systems • Develop risk management program including off site release model as per OSHA and EPA requirements Crq t 4' Respectfully submitted, Dave Schaefer, PE City of Tukwila Department of Community Development 2/9/2021 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Permit No. M19-0089 SHASTA BEVERAGES, INC - GLYCOL VANTILATION 1227 ANDOVER PARK E Dear Permit Holder: Allan Ekberg, Mayor ack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 3/16/2021. Based on the above, you are hereby advised to: 1) Login to the City of Tukwila's Online Portal https://tukw-egov.aspgov.com/BP/index.html to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 3/16/2021, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Laurie Werle Permit Technician File No: M19-0089 6300 Southcenter Boulevard Suite #100 • Tukwzla, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 1 / MR:HANK:AI_ • caeucirc • cl.•,:int.to4; • urAL rAssoc.ort, • St.; ' Cresting Customers for Lite May 14, 2020 Al Metzler City of Tukwila Department of Community Development 6300 Southcenter Boulevard Suite #209 Tukwila, WA 98188 Subiect: Shasta Diffusion Tank Location Dear Mr. Metzler, Per your request 1 have reviewed the siting information that Shasta has forwarded to me. The diffusion tank will store water. It will only be used to receive ammonia due to an accidental release and subsequently properly disposed of. The information that was sent indicates that it will be approximately 35' from west property line and 25' from the south property line. The location and the tank construction is compliant with the IFC and the IIAR-2 requirements. Respectfully submitted, Dave Schaefer, PE RECEIVED CITY OF TUKWILA MAY 15 MO CORRECIION LTR# 1 PERMIT CENTER 40 MON NOLL MVHDO9 —/f 112.4 KAUNAUNA (NO) LI:LWAUDIEM T.1AD;CON WAUSAU 1215 Hylr.nd Avc. W138 N4829 Campbell Dr. 4017 Owl Crcch Dr. 4403 Suits 8 Stewcrt Ave. Kayseccui, WI 54130 tkaarrvonco Fcla. WI 53051 Madicorr, WI 53718 Wcur.4u. WI 54401 920.758.2500 414.533.3500 008.838.63112 715.298.2921 LSO 9001 Cf T IF PE D EiassettMechanicaLoom City of Tukwila Department of Community Development May 07, 2020 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Correction Letter # 1 to Revision #1 MECHANICAL Permit Application Number M 19-0089 SHASTA BEVERAGES, INC - GLYCOL VANTILATION - 1227 ANDOVER PARK E Dear DAVID KEHLE, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: FIRE - R DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. Provide the refrigeration engineers written confirmation that this revision complies with the compliance report issued by Bassett Mechanical dated December 3, 2019. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. M19-0089 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 david kehle April 1, 2020 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: Mr. Jerry Hight M19-0089 RE: Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement New Diffusion Tank Support Slab Dear Mr. Hight, The owner has requested a change to the Diffusion Tank slab and anchorage from Shutter Engineers, dated 3-11-20. This is due to revised field conditions. Please accept this revision as submitted. Sincerely, David Kehle 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com david kehle February 27, 2020 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: Mr. Al Metzler RE: Shasta Beverage M19-0089 Glycol Room 1227 Andover Park E Dear Al, Enclosed are the revision drawings for the diffusion tank and piping as referenced by the Bassett Mechanical report. The drawings are stamped and signed. I trust this will suffice to answer your questions in your comment letter for the above permits. If you have any other concerns or comments, please let me know. David Kehle Encl. Diffusion tank drawing and piping rY\ RECEIVED CITY OF TUKINILA FEB 28 2Vo PLRMIT CENTER 1 0081 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com 1 \ City of Tukwila Department of Community Development February 11, 2020 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Correction Letter # 3 MECHANICAL Permit Application Number M19-0089 SHASTA BEVERAGES, INC - GLYCOL VANTILATION - 1227 ANDOVER PARK E Dear DAVID KEHLE, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: FIRE - C DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • As referenced in the Bassett Mechanical Engineers Report dated 12/3/2019, ammonia vapor discharge needs to be addressed. Per discussion with Mr. Dave Schaefer on 2/10/2020, a diffusion tank will need to be installed for discharge. Please submit calculations/tank specs and revised drawings. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. M19-0089 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 david kehle January 15, 2020 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn; Mr. Al Metzler RE: Shasta Beverage M19-0089 Glycol Room Ventilation 1227 Andover Park E Dear Al, CORRECTION LTR# 2- RECEIVED CITY OF TUKWILA JAN 1 4 2020 PERMIT CENTER This is in response to your correction letter #2 dated January 13th, 202 requesting the separate stamped mechanical engineer's review letter regarding the Glycol System. I have attached two copies of the original audit report by Bassett Engineering and the final review report reviewing revisions to the drawings and compliance with the IFC code sections. I have also included the revised plan sheets from Plump Engineering for this permit (M100 and M101). As a part of your correction letter on the building permit D19-0171, I have included all of the revised drawings from Plump Engineering. Please refer to that revision submittal as well. I know that you have received these directly from Bassett Mechanical previously for your information. I trust this will suffice for your technical report and alleviate any concerns relative to the above permits. If you have any other concerns or comments, please let me know. David Kehle Encl. Bassett Mechanical Shasta Refrigeration Compliance Audit dated Dec 3, 2019 Bassett Mechanical Shasta Audit Compliance review dated Jan 14, 2020 2 sets of M100, M101 is`119- oo 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com \ , City of Tukwila Department of Community Development January 13, 2020 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Correction Letter # 2 MECHANICAL Permit Application Number M19-0089 SHASTA BEVERAGES, INC - GLYCOL VANTILATION - 1227 ANDOVER PARK E Dear DAVID KEHLE, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: FIRE - C DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • International Fire Code Section 606.12.1 requires that refrigeration systems and the buildings in which such systems are installed shall be in accordance with ASHRAE 15. Section 606.12.1.1 requires compliance with IIAR- 2 and IIAR-7. Please submit a separate stamped mechanical engineer's review letter stating that the above stated requirements are being met. Incorporate the changes required by the Engineers Technical Report on a revised set of plan. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. !have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. M19-0089 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development - Jack Pace, Director October 25, 2019 David Kehle 1916 Bonair Dr SW Seattle, WA 98116 RE: Request for Application Extension #1 Permit Number D19-0171 M19-0089 PG19-0075 Dear Mr. Kehle, Allan Ekberg, Mayor This letter is in response to your written request for extensions to the application numbers above. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permits through May 29, 2020. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Rac e e Ripley Permit Coordinator File: Permit No, D19-0171 M19-0089 PG19-0075 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov (Th david kehle October 10, 2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: RE: Mr. Jerry Hight Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement Glycol Room Ventilation M19-0089 Dear Mr. Hight, Req-' t for Extension # Current Expiration Date: It/ 2//9 Extension Request: 'Approved for ter) days Denied (provide explanation) Signature, nitials RECEIVED CITY OF TUKWILA OCT 1 1 2019 PERMIT CENTER As the Design Professional In Responsible Charge, I am requesting an extension for the above permit based on the following: 1. There are several sequential items that need to take place before other permitted projects can proceed. Timing is causing delays for some construction and final inspections. 2. There are on going reviews of some projects (Glycol Room, and revised drawings for Breakroom and QA lab) that have been submitted to the city 3. There are on going reviews of the projects waiting for our responses or city reviews. 4. We have been working with Lee on several of the permits and inspection processes. For the above reasons, I am requesting the permit be extended. If you have any questions, please let me know. Sincerely, • 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com l\ City of Tukwila Department of Community Development 10/ 1 /2019 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Permit Application No. M19-0089 SHASTA BEVERAGES, INC - GLYCOL VANTILATION 1227 ANDOVER PARK E Dear DAVID KEHLE, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 5/29/2019, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of UNDER REVIEW and is due to expire on 11/29/2019. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely Bill Rambo Permit Technician File No: M19-0089 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 davud kehle - August 5, 2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn; Mr. Al Metzler RE: Shasta Beverage M19-0089 M19-0010 D19-0171 Glycol Room 1227 Andover Park E Dear Al, CORRE TION RECEIVED CITY OF TUKWILA Aus 0 6 2019 PERMIT CENTER There were correction letters 1 dated June 27 and July 25 on the above permit applications before KHS revised their drawings to coordinate with the latest layout and room layout. I believe that your comment letters were prior to these revised KHS drawings which do reflect UFC Section 606.12.1 and IIAR-2 ad IIAR-7. I have reviewed the KHS drawings (which have been attached to the D19-0171 and submitted under M19-0010 (Allen Johannesen)). My review is as follows: 1. Page 2 references IIAR 2 and 7 2. Page 3 references equipment for emergency relief valving 3. Page 5 shows the emergency manual shut off 4. Page 11 references IIAR notes 5. Page 12 references specs on relief discharge 6. Page 14 has safety specifications I believe that these revised drawings from KHS will be sufficient to answer your questions and concern. If you have any other concerns or comments, please let me know. David Kehle ni 19 0081 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com avid kehle August 5, 2019 BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, WA 98101 Attn: Mr. William Hill RE: Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement Glycol Room D19-0171 Glycol Room M19-0089 Venting Glycol Room PG19-0075 floor drains Glycol Room M19-0010 Refrigeration Dear Mr. Hill, CORRE TION LTRO • RECEIVED CITY OF TUKWILA AUG 0 6 2019 PERMIT CENTEi. As the Design Professional In Responsible Charge, I have reviewed the attached revised permit drawings based on your correction letter of April 22, 2019 and owner revisions. I am including new KHS drawings which is the refrigeration piping which was under M19-0010 which was reviewed by Allen Johnannessen previously and response to his comment letter were sent to the city in July. Building Review D19-0171 1. Previous comment letter items were addressed 2. Revised sheets, G000-G008, A000, A100, P110, P101, E001, E101, E102, M100,M101,M200,M201 are revised by owner dated 6/7/19 rev 3. 3. New drawings from KHS, refrigeration, dated 6/7/19 "construction" sheets 1-14, should be attached to the overall building plans for reference. 4. All other drawings have not been revised. Electrical EL19-0449 1. While this permit has been issued, these changes should be incorporated, owner revisions' Plumbing and Gas PG19-0075 1. Owner revisions but no change in that water only is being discharge Mechanical Venting M19-0089 1. Owner revision and coordination with KHS refrigeration drawings 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com Fire Department Comments for M19-0089 and D19-0117 1. Mr Metzler had requested a stamped letter regarding IFC Section 606.12.1 and IIAR-1 and IIAR-7. This comment was written prior to the KHS drawings being revised and submitted under M19-0010. The KHS drawings have several ' sections that respond to pressure relief systems for the installation as are noted on Pages 2, Pages 11 and 12. Safety systems are noted on Page 14. Page 5 shows the emergency manual shutoff. I am writing a separate cover response to Mr. Metzler noting these items on the KHS drawings. I trust this will answer his concerns. I believe that this will expedite the Glycol Room permit and I look forward to your approval and the permit issuance from the City. If you have any other comments regarding these permits, please let me know. Sincerely, David Kehle End: 2 copies Revised sheets Glycol Bldg, 2 copies revised sheets for P,E,and M and KHS drawings Cc: Mr Jerry Hight RECEIVED CITY OF TUKWILA AUG 0 6 2019 f2ERwar CENTER ( City of Tukw Department of Community Development July 23, 2019 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Correction Letter # 1 MECHANICAL Permit Application Number M19-0089 SHASTA BEVERAGES, INC - GLYCOL VANTILATION - 1227 ANDOVER PARK E Dear DAVID KEHLE, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: FIRE - M DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • Uniform Fire Code Section 606.12.1 requires that refrigeration systems and the buildings in which such systems are installed shall be in accordance with ASHRAE 15. Section 606.12.1.1 requires compliance with IIAR-2 and IIAR- 7. Please submit a separate stamped mechanical engineer's review letter stating that the above stated requirements are being met. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Kandace Nichols Permit Technician File No. M I9-0089 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 f City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director May 31, 2019 William Hill, CBO, ACO BHC Consultants 1601 Fifth Ave, Ste 500 Seattle, WA 98101 RE: Supplemental Nonstructural Review Development Permit M19-0089 Shasta Beverages, Inc — Glycol Ventilation — 1227 Andover Park E Dear Mr. Hill, Please review the enclosed set of plans and documents for nonstructural compliance with the 2015 International Mechanical Code. As always, once all items have been reviewed and deemed correct, please provide two approved sets of approved plans and calculations with original approval stamps back to the Permit Center, attention Building Official. If you have any questions regarding these drawings and/or the scope of work feel free to contact David Kehle (Project Design Professional in Responsible Charge) at 206-433-8997 or Jerry Hight (City of Tukwila Building Official) at 206-431-3675. If you should have any questions, please feel free contact us in the Permit Center at (206) 431-3670. Sincerely, <3):4 Bill Rambo Permit Technician end File: M I 9-0089 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov david kehle May 28,2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: Mr. Jerry Hight RE: Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement Glycol Room Dear Mr. Hight, As the Design Professional In Responsible Charge, I have reviewed the attached permit submittal, drawings and calculations for the single story Glycol and Ammonia Storage room, prepared by Plump Group including structural engineering. This is a semi heated space and so no change to the building envelope. Also included for permits are Electrical, Plumbing, and Venting for this room and equipment (tanks) inside. I believe these are adequate for permit submission and initial review. Please accept for permit review. David Kehle 1916 Bonair Drive S.W. Seattle, WA 98116 RECEIVED CITY OF TUKVVILA MAY 29 2019 PERMIT CENTER lq 08 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0089 DATE: 05/15/2020 PROJECT NAME: SHASTA BEVERAGES, INC - GLYCOL VENTILATION SITE ADDRESS: 1227 ANDOVER PARK E Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 X Revision # 1 after Permit Issued DEPARTMENTS: Building Division Public Works Vi A.1) Fire Prevention Structural Fil Pllanning Division Permit Coordinator IN PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 05/19/2020 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required n T DUE DATE: 07/14/2020 Approved with Conditions n Fire Fees Apply ri Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY o PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0089 DATE: 04/03/2020 PROJECT NAME: SHASTA BEVERAGES GLYCOL VENTILATION SITE ADDRESS: 1227 ANDOVER PARK E Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: WO IA 4\4 Building Division Public Works 111.11.101•01. 04- tklet Fire Prevention Structural n PRELIMINARY REVIEW: DATE: Planning Division Permit Coordinator 3 04/07/20 Not Applicable ri Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n (corrections entered in Reviews) DUE DATE: 06/02/20 Approved with Conditions Denied (ie: Zoning Issues) Notation: Fire Fees Apply REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire Ping PW 0 Staff Initials: 12/18/2013 0 PERMIT COOR COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0089 DATE: 02/28/2020 PROJECT NAME: SHASTA BEVERAGES INC - GLYCOL VENTILATION SITE ADDRESS: 127 ANDOVER PARK E Original Plan Submittal X Response to Correction Letter # 3 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: C 2)-t-2,03.o Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator ith PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 03/03/2020 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: Approved with Conditions Denied (ie: Zoning Issues) 04/14/2„_0_20 Fire Fees Apply REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg E] Fire El Ping LJ PW D Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0089 DATE: 01/14/2020 PROJECT NAME: SHASTA BEVERAGES, INC - GLYCOL VENTILATION SITE ADDRESS: 1227 ANDOVER PARK E Original Plan Submittal X Response to Correction Letter Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works Ati1 Corr Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW,: Not Applicable (no approval/review required) DATE: 01/16/20 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CQRRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: Approved with Conditions Denied (ie: Zoning Issues 02/27/20 Fire Fees Apply REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 1711,— 200 Departments issued corrections: Bldg Ping PW D Staff Initials:_ 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0089 DATE: 08/06/19 PROJECT NAME: SHASTA BEVERAGES, INC - GLYCOL VENTILATION SITE ADDRESS: 1227 ANDOVER PARK E Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Public Works C A-I\AciUinifd9)111 Fire Prevention mow Planning Division Structural ElPermit Coordinator PRELIMINARY REVIEW: DATE: 08/08/19 Not Applicable Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: DUE DATE: 09/05/19 APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 1%-..2-0 2-0 Departments issued corrections: Bldg 0 Fire Ping El PW 0 Staff Initials: 12/18/2013 1ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0089 DATE: 05/29/19 PROJECT NAME: SHASTA BEVERAGES, INC - GLYCOL VENTILATION SITE ADDRESS: 1227 ANDOVER PARK E X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Public Works Atik Cord Fire Prevention Structural 7 Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 05/30/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 06/27/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 7 Departments issued corrections: Bldg 0 FireJ Ping PW Ej Staff Initials: 12/18/2013 PROJECT NAME: el (16o( PERMIT NO:0 lct — 00 T1 SITE SITE ADDRESS: ORIGINAL ISSUE DATE: 3 o-- REVISIONON LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 6-1 2-0 cf -?—?-0 . Summary of Revision: _ kr 1),--t- to ibeDst--tt. ate4ulk4c04 . Received by: Cf-.) t-) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila REVISION SUBMLTrAL Department of Community Development 6300 SouthcenterBoulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: VfI42o Response to Incomplete Letter # ® Response to Correction Letter # Plan Check/Permit Number: M19-0089 Revision # 1 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Q Deferred Submittal # Project Name: Shasta Beverages, Inc — Glycol Ventilation Project Address: 1227 Andover Park E Contact Person:; '4 k6 Summary of Revision: � �,,�, rr �� � U b 1%3 `�"S`"' gtcl ., . 1,A-3btz-trna4 esrl 11-i irwl►od .600 Mix aftfartko teliam ivy -OW -MD RECEIVED CITY OF TUKWILA MAY 15 ?010 PERMIT CENTER Phone Number: X -433 '2 Sheet Number(s): Left ROA N9i -1440 "Cloud" or highlight all areas of revision including date o revision Received at the City of Tukwila Permit Centerteby: Entered in TRAKiT on 5 1 , 7 0X' C:1Uscrs\David KehlekAppDeta\.aaVarkeges1Microaaft.MicrosoflEdge_8wekyb3d86bv e1TesnpSmelDownloarlARevisicm Submittal Fam (1).doc Revised: August 2015 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us -W Steven tLt t.1242or l. S7tevtrcasrfp Dirl'or 0 CZ J w W "2 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will nnt be accepted through the mail, fax, etc. Date: 0'41 \ OZZ7 Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # ( after Permit is issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: L•�Y Summary of Revision: uFV eHbocie - , ram! &Nce t Phone Number: VIo 33-aact� P/ .Usi c 106. a-�t bE Sheet Number(): h1.D 2.L7 4 al,r u r , "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 11()1)0 Entered in Permits Plus on iapplIwti t forms -applications on line\revision submittal Created: 8-13-2004 Revised: City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 02.1,Z2:0frierib Plan Check/Permit Number: M19-0089 • Response to Incomplete Letter # • Response to Correction Letter # 3 II Revision # after Permit is Issued [1] Revision requested by a City Building Inspector or Plans Examiner ▪ Deferred Submittal # RECEIVED CITY OF TUKWILA FEB 28 2020 PERMIT CENTER Project Name: Shasta Beverages, Inc — Glycol Ventilation Project Address: 16431 51 Ave S Contact Persoil140 14(gt4t. Phone Number: 1C k 3 3 Summary of Revision: *tt 4ittalit0 &ATM 1.19.1Uteu0447 Sheet Number(s): It" V142-1 %-t VC, kW? "Cloud" or highlight all areas of rivision including date of revision Received at the City of Tukwila Permit Center by: 7. Entered in TRAKiT on 01400-6 CALlsers \DesIctop \Revision Submittal Form.doc City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0‘\119 11-0V-D LI Response to Incomplete Letter # El Response to Correction Letter # 2 LI Revision # after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner O Deferred Submittal # Plan Check./Permit Number: M19-0089 atyeA, \it,414) Project Name: Shasta Beverages, Inc — Glycol Ventilation Project Address: 1227 Andover Park E Contact Person: QV c1i,&/6 Phone Number: /CO -43 3 -2)6i 'I 7- Summary of Revision: At- er3 attlf21A41-4wM eo ) 144)6,f-1 boorr eerwtmo(k wcit'21- 0111-417.0-xi 12,1)) 1-tAk evavtlevr eer-)ecu 04N162ev -te5c7 RECEIVED CITY OF TUKWILi,. JAN 1 4 2020 PERMIT CENTER Sheet Number(s): aperi trz, 09t-e17 -Ora Etl "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: W--"Entered in TRAKiT on Rit Vtinsti9 CAUsers\David Kchle \AppData \Local Tackagcs\Microsoft.MicrosoftEdge_8wekyb3dlibbwe\TempState\Downloads)Revision Submittal Form (1).doc Date: 1c71' City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: M1 9-0089 Response to Incomplete Letter # Response to Correction Letter # 1 Li Revision # after Permit is Issued 0 Revision requested by a City Building Inspector or Plans Examiner El Deferred Submittal # RECEIVED CITY OF TUKWILA AUG 06 nig PERMIT CENTER Project Name: SHASTA BEVERAGES, INC - GLYCOL VENT. Project Address: 1227 ANDOVER PARK E Contact Person: Vita OeMe Summary of Revision: Phone Number: ICCD-43 3 Sheet Number(s): Number(s): "Cloud" or highlight all areas of revision including da e of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on (54" WAPermit Center (Rachelle)Wandace - Revision Submittal Form.doc Revised: Aueust 2015 0 ClTI,OF TL1'31IL Department nf'('ommunittJ.Development 63uu South rater J3oulecairl, 1'r kwiln, I1'A QSISS Telephone:: (206)4 r-;6-o V (2o6),Ia1-,366. AFFIDAVIT IN STATE OF WASHINGTON) SS. COUNTY OF KING ) [please print name] Permit t:ertter -'building Division 2u6 4:11-367o Public Works Department 206.I 3-01^9 Planning Division 206 431 367o EU OF CONTRACTOR REGISTRATION states as follows: PERMIT NO • r.. I have made application for a permit the City of Tukwila, Washington. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.o90. I understand that prior to issuance of a permit for work vhidr is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.2 r.090 applies. # In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.2 .090, I consider the work authorized under this permit to be exempt under number [v ; and will therefore not be performed by a registered contractor. I understand that the licensing provision of RCW 19.28.161 though 19.28.271 shall not apply to persons making electrical installations on their own property or to regulaiiy employed employees working on the premises of their employer: The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state kw in any decision to engage an unregistered contractor to perform construction work By signing below, I certify the information 1 am providing on this affidavit is true and accurate. I understand that if I make false statements or misrepresentations I may be assessed penalties. fu hermore, I understand that 1 may be waiving certain rights that 1 might otherwise have under state law in any de ision to engage an unregistered contractor to perform construction work. er�.!Owner's .gent` Signed date. (N)DIFFUSER TANK By OTHERS —� PROVIDE WASHER LARGE ENOUGH TO ENSURE ADEQUATE CONTACT ANCHORAGE LOCATION (Y4- THICKNESS) �1BY TANK MANUFACTURER SURROUNDING (10 LOCATIONS) GRADE--\ EXP. BOLT (EMBED 4-W) SECTION A-1.0 SCALE FOUNDATION PLAN SCALE: 1"=40'-0* NOTES: 1) TOP OF FINISHED FLOOR AT ELEVATION 30.0' IS REFERENCE DATUM Fo-z—o"I - 2) CONTRACTOR TO VERIFY ALL DIMENSION AND CONDITIONS IN FIELD AND NOTIFY ENGINEER AND ARCHITECT OF ANY DISCREPANCIES REVIZICNS 71 pi-bmg po'g Fl Lf P—M NO GENERAL NOTES CODE: INTERNATIONAL EXISTING BUILDING CODE 2015 EDITION BUILDING RISK CATEGORY - H LIVE LOADS: UNIFORM LOADS: LOCATION LIVE LOAD REDUCIBLE STORAGE IN CONTAINER MPSF NO ROOF 25 PRE (SNOW) NO WIND DESIGN INFORMATION: WIND LOADS ON THE MAIN WIND -FORCE RESISTING SYSTEM (MATES) WAS DETERMINED USING THE ENVELOPE PROCEDURE. WINDSPEED(13ASEDONT"LE160.3.10FIBC2015):Vm=IIOWH V,=95MPH ,X,", ),= LO KnLOO Digitally signed by John Headland Date: 2020.03.16 08:33:17 -07'00' SEISMIC DESIGN INFORMATION: SEISME FORCE US—N. SYSTEM IS MGM STEEL STRUCTURE. THE STRUCTURE WAS ANALYZED USING THE EQUIVALENT LATERAL FORCE PROCEDURE. R - 1.5 GO - 2.0 S, IC 2% S.-.955 S, 53.1% Ia, .0 SITE SOIL CUSS - E EISMIC DESIGN CATEGORY= D CONCRETE: All, CONCISHALL BE STONE -AGGREGATE CONCRETE HAVING A UNIT WRIGHT OF APPROXIMATELY 145 POUNDS PER CUBIC FOOT. 28 DAY COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS: C; M CONSTRUCTION L EXPOSURE MAX W/C ME CLASS RATIO CONTENT EXERIOR SLAB 3,500 PSI Ft, so, wo, CI 0.55 5% FOR EXPOSURE CATEGORY AND CUSS SEE ACI 319-14 TABLE 19.3.1.1. REQUIREMENTSFOR fill' g:" sa� CONCRETE MIX BASED ON ON EXPOSURE CLASS SEE ACE 318-14 TABLE 19.32. 1. REQU FOR AIR ENTRAINMENT BASED ON EXPOSURE CLASS SEE ACI 318-14 TABLE toll 19.3.3.1 CONCRETE IN ALL EXTERIOR SUBS TO BE MR ENTRAINED 6% PLUS OR MINUS 1%. CONCRETE SUBMITTALS SHALL CONFORM TO ACI 319 CHAPTER 26. MIXING AND PLACING OF ALL CONCRETE SHALL BE ON ACCORDANCE WITH THE IBC AND ACI CODE 318. PROPORTION OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE mrL WITH A MAXIMUM SLUMP OF 5 INCHES, WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. 3/4" CHAWERON ALL EXPOSED CONCRETE EDGES UNLESS till INDICATED OTHERWISE ON ARCHIETECTUILM, DRAWINGS. ANCHORAGE TO CONCRETE: EPDXY FOR:FASTENING ANCHOR BOLTS AND KERML ONM EXISTING CONCRETE TO BE SIMPSON S2" ADHESIVE AS MANUFACTUREDBY SIMPSON STRONG -TIE COMPANY, INC IPEC INSPECTION ftHE INSTALLATION PER IC3C-ES REPORT ESR-25011. ANCHORAGE SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER. ANCHORAGE SUBS =,TION REQUESTS REQUIRE ADDITIONAL ENGINEERING SERVICES. NEW ANCHOR INSTALLATIONS SHALL BE INSPECTED ON A PERIODIC BASIS By A THIRD PARTY, REPORTS PER SPECIAL INSPECTION SECTION OF THE GENERAL NOTES. 10 REINFORCING STEEL: ALL RINPCRCEMENT SHALL CONFORM TO ASTM A615. ALL REINFORCING SHALL BE GRADE 60 (Fy ^ 60,000 pi; R = 32,OW psi). LAP CONTINUOUS REINFORCING BARS IN CONCRETE AS INDICATED BELOW. DETAIL STEEL ON ACCORDANCE WITH THE ACI MANUAL OF STANDARD PRACOCE OF DETAILING REINFORCED CONCRETE STRUC S. MINIMUM LAP SPLICE LENGTHS FOR CONCRETE MR SIZE r1=3500 04 26. #5 33" A #6 4, THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR REINFORCEMENT (UNLESS INDICATED OTHERWISE ON DRAWINGS): A) CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH . .............................. ........... - ................................... 3' EARTH FACE B) CONCRETE EXPOSED TO EARTH OR WEATHER (CAST IN FORMS) ui 86 THROUGH 819 BARS ......................................................... r 05 BARS & SMALLER ........................................................... 1.1/r STRUCTURAL STEEL: ETRUCTURLU. STEELSHALL CONFORM TOASTMM6(FY=36,000pi) ORASTMA992GRADE 50 OD (Fy = 5M)OO pi). "PLY PRIMER COATS PER ARCHITECTURAL SPECIFICATIONS. STRELTO BE USED IN EXTERIOR, UNPROTECTED APPLICATIONS SHALL BE GALVANIZED OR E TADLESS STEEL < 0 uj a. > w 0< K uJ um R IBC SECTION 1705. A COPY OF ALL INSPECTION REPORTS AND TEST FESULTS FOR ALL REQUIRED INS ECTIONS SHALL BE SUBMITTED TO THE BUILDING DEPAIIIIMENT, SHUMER CONSULTING ENGINEERS, THE OWNER AND THE ARCHITECT BY THE Lu >OLLI <�Z5 0z TESTIPG AGENCY FOR REVIEW. THE TESTING AGENCY SHALL BE AN INDEPENDENT TESTING AD CY APPROVED BY THE BUILDING DEPARTMENT. THE FOLLOWING ONSPECTIONS SHALL BE PROVIDED ASA MINIMUM; ADDITIONAL INSPECTIONS AS REQUIRED B THEBUILDING DEPAPIMENT SHALL ALSO BE PERFORM D. JOB SITE VISITS BY THE ENGINEER DO NOT IA CONSITUTS OFFICL REPECTION, LL a LL z < AN NIRWCONDITIONS: UAN E INDIC—HESIRUCTURE IN ITS FINAL CONDITION. DURING -RUCTION U) E5 Lu < z cli Lu CONS THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, AND GUY]N3 IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL, STATE, AND LOCAL CODES CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. ORTAN ARCHITECTS APPROVAL PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS. FLOOR AND U) IT SHALL BE THE GENERAL CONTRACTOR AND/OR SUB -CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY ENGINEERING AND CONSTRUCTION DOCUMENTS FOR THEIR SCOPE OF WORK. THIS SHALL INCLUDE THE DESIGN OF THEIR SYSTEM AND ANY REVIEW AND NODWICATIONIS OF THE BASIC STRUCTURAL SYSTEM SHOWN ON THESE CONSTRUCTIOND0CUME1rREVIEWED A1.WJJ.A1ANX0AR=' IONALSTRUCTURALSUPPORT REQUIRED BY THEIR SYST ENGINEER: CODE COMPLIANCE APPROVED CHECKED BY: DATE: ity of Tukwila BUILDING DIVISION JOB No.: SHEET No.: FAN SCHEDULE MECHANICAL SYMBOLS GENERAL NOTES: I. PRIGRTOSREENN LNG BID, VISIT THE JOB SITE AND BECOME FULLY ACQUAINTED Aok SERVICE DRIVE FAN WD MOTOR NOTES NOTE: THIS NSA MASTERLEGENDANDNOTALLSVM�Ls, ETC.ARE THTHE EXISTING CONDRIONS OF THE PROTECT. REVIEW THE GENERAL NOTES, MARK MANUFACTURER MOUNTING SERVICE MODELtl.W ESP NECEssAfa W (EA,Rq SA) (BELTIDIRECT) MNIC) RPM (Y,N) VIPH SIZEHP STARTERTYPE MCA MOCP LY USED ON TIE DRAWINGS. SPECIFICATIONS AND OTHER DRAWINGS FORADOITIONAL REQUIREMENTS WHICH MAY N.T BE SPECIFICALLY CALLED OUT IN THIS PORTON OF THE CONSTRUCTON Finc EFI EA GREENHECK ROOF GLYCOL ROOM GB-38080 0 BELT (281) 1]25 N 481V3 5 NIA A-0, F.H HVAC EQUIPMENT S DUCTWORK DOCUMENTS. NOTIFYENGINEERAND/ORTEMANTOFCIXFLGTSORDISCREPANCIES - - PRIOR TO SUBMISSION OF BID. NOTE: ALL DUCT DIMENSIONS SHOMM ON pRA 11 ARE INSIDE DIMENSIONS. PLUMP ENGINEERING INC. BE M.40'UD FOR THE SPECIFICATION FOR DUCTWORK TO 1 COORDINATE THE INSTALLATION OF THE MECHANICAL SYSTEMS WITH OTTER TRADES F�CEIVE INSULATION OR UNER. CONSULTING ENGINEERS E12 FA GREENHECK ROOF GLYCOL ROOM GB 38650 0 BELT (281) 1725 N gBN3 5 WA - - A-D, F,H ASTI REANFATANDORDERLYINSTALLOREBR INSTPLL.11HEIURKANOPIPING SiRUCTTRALMEEAL,LAN CALPL MBMG. EXISTING DUCRNORK OR EQUIPMENT TO REMAIN TO STR)RD1N E INPOSSIBLE. COORDINATEWATHOTHERTRADESTOAVOID CIVIL SURVEYMG. CONFLICTS. COORDINATE INSTALLATION OF OUCTNORKAND PIPING TO AVOID IARCHRECTURAL EF3 EA TWIN CITY FANEXISTNG DUCTWORK OR EQUIPMENT TO BE REMOVED CONFLICTS WTN ELECTRICAL PANELS, LIGHTING FIXTURES, ETC. ANY MODIFICATIONS - ROOF GLYCOL ROOM 11CRD13001D10.5 DIRECT (ES) 1180 N 23DB 3M NIA A-E,H REQUIRED OUETOLACKCFCOOPOIRUTIONWILL.E EREBPONSIBILItt OFTHE 914 E. KATELLA AVENUE - CONTRACTORAT NO EXTRA COSTTO THE TENANT. ANAHEIM. CALIFORNIA KILOS EFa EA TWIN CITY FAN ROOF GLYCOL ROOM eCR0240D3K5B1 ]818 OS BELT BRPNCHDUCMANDMgVOLUMANGULAa-ROUND BRANCH P171413'AAW.5, Fa]14-3851834 FHI'TINGANDMANIMLVOLUMEDGULAR 3' WRING INSTALLATION OF NEW4IURN, AVOID RANGING EXISTING SURFACES AND a5-183 eic (220) ]818 N 23013 2 WA - - A-D, F.H EQUIPMENTTOREMNN. REPAIRDAMAGECAUSEDDUMNGOONSTRUCTONATNO EXTRA COST TO THE TENANT. RETURN, EXHAUST, OR OUTSIDE AIR DUCT UP EF-5 EA TWIN CITY PAN ROOF GLYCOL ROOM r...E-181-10 3500 025 BELT (89) 1282 N g8d3 _ _ RETURNEX A ALL MECHANICAL EQUIPMENT SHOWN ONTHE MECHANICAL PLANS SHALL BE 1 WA A-D, G. �`�, HAUST, OR OUTSIDE AIR DUCT DOWN PROVIDED BY THE MECHANICAL CONTRACTOR UNLESS OTHERWISE NOTED. 11 �® SUPPLY AIR DUCT UP 5. NEWMECHMIICALEQUIPMENT, DUCIDWORKANDPIPINGARESHOWNAT MODEL NUMBERS SHALL NOT BE CONSIDERED COMPLETE AND MATERIAL SHALL NOT T ORDERED BY MANUFACTURER AND MODEL NUMBERS ONLY. REVIEW THE COMPLETE DESCRIPTION. NOTES AND SPECIFICATONS TO APPROXIMATE LOCATIONS FIELD MEASURE FINAL DUETWORKAND PIPING - DETERMINE THE EXACT MATERIAL AND ACCESSORIES TO BE ORDERED, THE MANUFACTURERS LISTED ARE THE BASIS FOR THE DESIGN.. SUPPLY AIR DUCT DOWN LOCATIONSPRIOR TO FANRICATION AND MANE AOTUSTMENTS AS REQUIRED TO FIT NOTES: THE AND PIPING MMUTHE AVA,UBLEB MM VERONSRTFIRM THE DU TA LOCATIONS MEET MANUFACTURERS RECOMMENDATONS REGARDING A PROVIDE MANUFACTURERRYMOUNTEDAMPING HANGERS FOR ISOLATION ANDALL-THREAD HANGING RO05, E. INSHALL CASEEFCIEFFNGN LSE TEMODE PERATURE. EOUIPMENTWTTHFIEXIBLEDUCTCONNECTION SERMCECLEAFANCEANOPROIERAIRFLOWCLEARANCEAROUNDEQUIPMENT. B. PROVIDE INTERNAL FACTORY MOUNTED DISCONNECT F. IN CASE OF CERTAIN RISE TEMPERATURE. C. PROVIDE WHITE ENAMELED INTEGRAL GRILLE AND BUILT-IN AUTOMATIC BACKDRAFT DAMPER. G. IN CASE OF DETECTION OF AMMONIA(EMERGENCY VENT) 6 INSTAL DUCTABORK AND PIPING PARALLEL TO BUILDING COLUMN UNES UNLESS ICI D. PROVIDE BACKDRAFT DAMPER IN EACN FAN. H. SHALLBEWORKINGWHENINFULLOPE 1014 10'CS0.1300 CFM '- ZilJ NECKB¢E,TYPE, GFM OF SUPPLY OIFNSER OR REGISTER OTHERWISE SHOWN OR NOTED. L T. OVERHEAD HANGERS AND SUPPORTS FOR EQUIPMENT, DU ETWORKAND PIPING SHALL MANUA- L VOLUME DAMPER BE FASTENEDTO BUILDING JOISTS OR BEAMS. OO NOTATTACH HANGERS AND _ SQUARE TO ROUND TRANSITON SUPPORTS TO THE ABOVE FLOOR SLAB OR ROOF. a. COORDINATELOCATION OFEQUIPMENTSUPPORTSYATHLOCATIONOFEQUIPMENT DUCT MOUNTED SMOKE DETECTOR ACCESS PANELSNOORB TO ENABLE SERVICE OF EQUIPMENT ANDIOR FILTER `� (SOSUPPLYMp=RETURN) REPLACEMENT. St-LD: ABBREVIATIONS ANNOTATIONS O TIME RDA. - CLDCKCONTROL 9. SEALPENETRATIONS THROUGH THE BUILDING COMPONENTS IN ACCORDANCE IMTH G RRD THWA E CONTRACT SPECIFICATIONS. FIREPROOF PENETRATONS THROUGH FIRE RATED �BF Sy cQ All rsTEM cOxTRwcroa O MECHANICALFUNGALLOIR ® HUMIDITY SENSOR COMPONENTS IN ACCORDANCE WITH U.L. REQUIREMENTS.MART DIN Q" FD FIRE DAMPER EXACT MOUNTING SIZE AND FRAME TYPE OF DIFFUSERS,REGISTERS o W MECHANICAL EQUIPMENT DEBIGNATON CONTRACTOR FURNISIEO ® PuuU_ION I µpGR LLES WITH THE SUPPL ER TO MEET THE CEILING, WALLAND DUCT z AND INSTALLED UNLESS NOTED OTFER.MBE) O FIRE SMOKE DAMPER INSTALLATION REQUIREMENTS. _ 11 y ® STATIC PRESSURE SENSOR 11. q 3421 L O W EA SUPCONNECTION POINT OF NEWVARK TO EXISTING O SMOIEDAMPER ® IEMPEFATURE SENSOR I ADJUST LOGAT ON OF CEILING CEILING GRID LRS AND OCATIONSILLES AS REQUIRED TO fSs/ONA LTEENGxNE' BUDOR 1 DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER ACCOMMOWTE FINAL Iuhc7m TAL E Mi LOWER NUMBER INDICATES SHEET NUMBER O VOLUME DAMPER 11 ]. DUCTMIJRKCROSSINS FIRE RATEOWALLS OR OTHER FIRE RATED ASSEMBLIES SHALL 8'21119 1 MO MOTORIZED DAMPER F LOWMETER BE MINIMUM28GAUGESHEETMETA. SECTION CUT DESIGNATION . 1d N mED OTnERM15E Mi EA- F 11. PROVNMULSIDE ITLOCKTI OR NESEDANORTEMPEREI ASARPLICABLE,N F-MOKATGEILRS U OFIX BALANC (H� HUMIDISTAT AND WALLSATMTONFINS BHOWNONTHE PLANS. FIRE NOTES SLEEVE LENGTH DAMPERS wn WTNwT ® GARRISON DIOXIDE SENSOR O THERMOSTAT SHALL CONFORM TO NFPAAB APPLICPBLE. COORDINATE SLEEVE LENGTH WITH Q REQUIREMENTS OF INSTALLED LOCATION. TEl-El14. PROMOE WALL OR CATCT ACCESS PANELS OR DOORS FOR ACCESSTO FIRE AND FIRESMOKE DAMPERS, ACCESS PANEL OR DOOR SHALL BE MINIMUM SIZE OF 101NCH BY _ 101NCHAND SH>LL BE INSTALLED WTHIN 121NCH OF DAMPER. PROVIDE A REMOVABLE DUCTCo MERE 1-BTUPER n.UB SECTON WHERE DUCT SIZE IS TOO SMALL FOR A 10 INCH BT ID INCH ACCESS DOOR. I5. LOCATEAND SETTHERMOSTATSANDTEMPERATURESENSORSATLOCATIONS Z SHOMN ON PLANS. VERIFY EXACT LOCATIONS WITH ENGINEER PRIOR TO INSTAUATON. INSTALL DEVICES WITH TOP OF DEVICE AT MAXIMUM 48INCH AFFTO MERETACAREQUI UNLESS NOTED OTHERWISE ON PLANS. PROVIDE INSULATED BACKING FOR THERMOSTATS MOUNTED ON EXTERIOR BUILDING WALLS. / V 1. FIRST PHASE HVAC CALCULATIONS USTAU_Vl RING IN CONDUIT PROVIDED BY ELECTRICAL CONTRACTOR. ATAMINIMUM, C PROVIDEGONDUITINTHEWMLFROMTIEJUNCTIONBOXT081NCHABOVETIECEILING, L 16. PSOODINA o1NHEE1_0CkTONANDEAEVATFWALL- ONOMOUNFEDDEVICESWITH Asa EwausT FAN fwaCx ,DISPLATCASNETS, SHELVES OR OTHER COMPONENTS THAT Q ARE TO BE INSTALLED UNDER OSIO EITHER DMNS OR ARE EXISTING TO REMAIN, 2. SECOND PHASE HVAC CALCULATIONS CONTRACTOR-NOTBEREIMELRBEDFGR RELOCATONOFWALL-MOUNTED N WHEN TEMPERATURE RISES DEVICES CAUSED BY A LACK OF COORDINATION. 7 Lu Ell EXLAUETFAN '_.FM 12. PROVIDE A MANUAL BALANCING DAMPER IN EACH BRANCH DUCT TAKEOFF FROM E� < Lam( MAIN SUPPLY. RETURN. OUTDOOR AND EXHAUST AIR DUCTS. V El � EXERAURT FAR Is PROVIDE A FIRE FABRICATED45 DEGREE, HIGH EFFICIENCY, RECTANGULARIROUNO NCH DUCT TAKEOFF FITTING WITH MANUAL BALANCING DAMPER AND LOCKING 2 .F1EANXUMFEAN RI QUADRANT FOR BRANCH DUCT CONNECTONS AND TAKE -OFFS TO INDIVIDUAL DIFFUSERS, REGISTERSANO GRILLES. O Si�pARI.T_ F.RIT 1 BRANCH DUCTWORK TO AIR OUTLETS SHALL BE SAME SIZE AS OUTLET NECK SIZE 1 L E K::QUiR'cO FJt: UNLESS OTHERWISE NOTED. • . 4Mu crx ❑ Mechaniwi R .L^ Ei-tical > W 10. PROVDENEWAIRFILTERS PRIOR TO TESTING AND BALANCING. REPoRTANY 3. THIRD PHASE HVAC CALCULATIONS (�yyWG birg GEFICIENGESTOTHEOWNEROR ENGINEER, CONRUCTORSHMLSU&ITTOTIE LLJ Ce i OD WHEN AMMONIA IS DETECTED LL/Gas Piping TENANT ANDENGINEER AWRITTEN REPORT DESCRIBING TESTS PERFORMED TO a DO VERIFY OPERATION AND RESULTS OF THE TESTS. city orrlaw:la ° Co CL - BUILDINGDIVISION 00 21. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING TO ARCEDECTAND ~ / .J ENGINEER A TEST AND BALANCE REPORT AT SUBSTANTAL COMPLETION.TEST N `1 O Q: _ AND BALANCE REPORT SHALL BE PROVIDED TO ARCHITECT AND ENGINEER ` 1 Oc —EXHAUSTEAR I.B.P.FRICR TO ENGINEERS FINAL PUNCH N 0 2D. INDOOR AIRDIIAUTYMEASURES: PROTECT INSIDEOF(INETALLEDAND N U DELIVERED) DUCTWORK AND HVAC UNITS FROM EXPOSURE TO DUST, DIRT, n 1_ Ci EAE­ FAR PAINT AND MOISTURE. REPLACE INSULATION THAT HAS GOTTEN WET AT ANY E Ln >_ Q TIME DURING CONSTRUCTION, DRYING THE INSULATION IS NOTACCEPTABLE SEALANV TEARS OR JOINTS OF INTERNAL FIBERGLASS INSULATION. REMOVE = J r BRAS FROM CEILING INCLUDING WEST. AN INDEPENDENT, PROFESSIONAL _ i /.ate` DUCTCUBANING COMPANY SWALLVACUUM CLEAN ANY DUCTWORK V N NNECTEO TO HVAC UNITS THAT WERE OPERATED DURING THE GDNSTRUCTON PERIOD AFTER NEW FILTERS ARE INSTALLED AND PRIOR TO REVISIONS FOR CTIYSU TURN NG SYSTEM OVER TO THE TENANT. REVIEWED FOR BMITTAL H4:JIcjlhi Nl' �� CODE COMPLIANCE 23 PROVDE CODE REOUREO SESMC BRACING OF NEW OUCIWURK AND EQUPMENT. 04MI19 LA�PROJVED PUN CHECK TENANTGC MUSTCOMPLYNATHALLCOMMENTS FROM LANDLORDSMEPENGNEEROF 4/ZECLE19 AS DIRECTED BY THE R F ELD PERSONNEL CLIENT REVISIONS 4ew /25 SO ERNTENDENT MUST PROVIDE SCOPES OFAR BALANCE REPORTTO OKSIE MALL W2212019 Y/'OPERATIONS MICR BEFORE LEAVNG THE PROPERTY UPON CONSTRUCTION CLIENT REVISIONS COMPLETION 9BDT12o19ON 26, COVER ALL AIR INTAKES DURING CONSTRUCTION TO PREVENT DUST FROM ENTERING THE - UNIT 27. GE MUST CHANGE FILTERS UPON CONSTRUCTION COMPLETION. W 1- BE COMMERCIAL ROOFING REQUIRED FOR ALL ROOF PENETRATIONS. W 2P. HOTWURKPERMIT MUST BE OBTAINED FROM LANDLORD 24 HR INADVANCE OF HOT WORK, A NEW HOT WORK PERMIT MUST BE OBTAINED EACH DAY THAT HOTMAMK W LL N BE PERFORMED. , ` Reviewed an m. MCHANICALSYSTEMSARETURNEDOVERTOTHETENANTIN"AS-B"CONDOIONAS W forSU dAPproved APPLICABLE N bSfan alC 31. TENANTS GO ENSURE RDOHOP EQUIPMENT CANNOT BE V61BLE FROM ANY POINT IN THE � £ Fs1_ P/�YL�(� BYB C� ��7/ Co PD,ECT. Q p R'MRtA NO. yyyy.KL(�.�.. //�ljA -"SUltan6p .y. T NTGCMUSi PAINT AND LABEL ALL ROOFLOP EQUIPMENT PER THE LANDLORD D.Mµ I/V"Y'✓l� SPE�FICATIGN LL, V j MaRSY dcxtS 4a6® 12 EQU PMEM, EXHAUST FANS. AND LILTY VENTS CANNOT BE HIGHER THAN THE PARAPET WALL W NV �� C.B.N TERCOF WELL I a DaF MCxy aP. Ss.Lu EWMECHANCALSY5TEM MUST BE STRUCTURALLY ENGINEERED FOR THE WEIGHTS, e`I - i{ REQUIRED CUR bp..�.° `AFT>..._�.....�.m.......�-:rva M BE pECCATIDNSOBTHROVED I WNRINGB THE LANDLORD. E%ST NG ANY CHAL.ReFTLI n a &21/19 v V EWED HE OF THE EQUIP NWSHOULD BE THE AS CIT'RECAW(LYILA ALAS 08 2019 9030, L SHEET NUMBER PERMIT CENI ER _ OF _00 M l oo GENERAL NOTES E] 2 X- (2)3' 3{INSERT LOUVERED OPENING 1 3 9 5 INS ERT LOUVERED OPENI'NG fil P, JI -T 'X 3 Z' INSERT (2) 34- X INSERT F-�77 =_- 4T m (2) 3�- B'�-��N(2) 3�'X Y-OT INSERT ' IT 4 X 3. OPENING F 5 LOUVERED OPENING LOUVERED OPENING LOUVERED OPENING 1V IE VEr- CODECOMPLIANCE 0, L IA.0 APPROVE. JE MR 18 2020 C City Of TUklMIa BUILDING DIVISION RECEIVED CITY OF l'UIWILA AUG 08 2019 PERMIT CENTER 'AN NORTH inc PLUMP ENGIN Ef RING INC. STRUCTURAL. MECHACONSULTING NICAL, PLUMBI G. EXHAUST FANS TO BE CONNECTED TO EXISTING CONTROL PANEL, E—RI CIVIL SURVEYING. AR-- 914 E. KATELI AVENUE ANAHEM, CAUFORNIA 92805 P 17 1 4) 385-1835, F (714) 395-1834 _TT k CONSTRUCTION KEYNOTES L] EFH ROOF EXHAUST FAN 18,000 CFM F-2 EF-2 ROOF EXHAUST FAN 18,000 CFM EFL ROOF EXHAUST FAN 1,048 F-4 EF,4 ROOF EXHAUST FAN 7,618 CFM 75 36" X 36'INLET AIR LOUVERS TO BE INTERLOCKED WITH EF-1, EF-2, AND EF-A (IQTY.) INLET AIR LOUVER ONLY WITHOUT REUEF DAMPER EXHAUST FANS (EF-1, EF-2, EF-4, EF-5) TO BE INTERLOCKED WITH TEMPERATURE AND AMMONIA SENSOR. 78 SENSOR TO BE CONNECTED I' BELOW THE CEILING LEVEL 71 EF 5 ROOF EXHAUST FAN 3,500 CFM st—p: WAS H N�yq 3421 1 01SI 'ONA ,&21/19 z j < z 0 z Lu Lu 0 > 0 Lu LU 00 co Eo 00 E < 0 ? < > 0 Ln -a u E < < LEGEND SYMBOL REVISIONS FOR CITY SUBMITTAL "119 Z < CL 0 0 LL < m U Lu QPLAN CHECK 41220!g CLIENTREVISIONS 02019 CLIENT REVISIONS 007C019 CR 19ON791Li SHEETNU.BER MECHANICAL FLOOR PLAN' 1 m 10 1 il�, INi tl III �:.�; ��: , ,.;\� EMI 5". p(eTIFIM cl aiilfu a1L ■ � 1 Model CD-100, CD-101 Damper Performance Data inc LEAKAGE PERFORMANCE R" p"&,m ,,,"„ PLUMP ENGINEERING INC. OPPOSED BLADE PARALLEL. BLADE DAMPER Suggested SpwMcations: elmmm No. LE�ONCSULr NG fNG NffRSM _ ORAL MECHA BNG VIL SORVEY NG. ARCHNECf9RAL o.ree� 914 E. KATELIA AVENUE wumxxpn' w'9'geY «u'cr ANAHEIM, CALIFORNIA 92805 >slel..,a ].—M, I PRESSURE DROP P(714)385-1835, F(714) 3851834 — Pelc .c e.N Nawmw urs Osam Re...ae�ma Z AMCASTANDARDS oNEW Standard Congtructlon: rgr/j f L.w..n..a��m „..,«•A„emm:„« Face Velocity (FT/MIN) >o Stamp: CPU— w ux,r lmemmxapsmm) �pRUA, A( Face Vebary Preaaure tlrep �'�01 HASH H�yq Nmin lm/s) E. IPA) Q- d0] 34218 i% h - 1841 0.3 .610 22.381 �Ss7NNA LTCEN���a,. 29s]ryo.q .&sg (34.n1 wv. e..earwowa.m..,...a-.. &21119 xlMt4mmxeumm) Face V<loaty Pnaeure tlrep �l M* Nmin (PA) Q m ®� 392 (1.99) .005 (1.24) n e•e 1208(8.14) Me(12.42) �' lEN1 8.12 .09 22.35 MODEL 2008(10.19) .14(34.]7) _ A-2 U Z0 Q DETAIL- BLADE DAMPER A LLJLJ Z Q SUBMITTAL DATA Q SUGGESTED SPECIFICATION PERFORMANCE DATA MODEL F'..D•4 HIGH PERFORMANCE 4" FIXED LOU,_ STANDARD CONSTRUCTION: w O .eu�.rveroi"II.m w� ee4 �ge".m:� Frame: 081 ExlrutleEAluminum, 4.19'DeeD ade ol.eeaannlba - > O Lu _ 1.19' umInum,lamm."I:.emem,mm Bletle: 081 ExWtletl Aluminum position—,,37°angle r ° Ienrl Mtxm eezememabyue maym u 11 I DO an aPPmumakN 2.88' cenlNa Mrl�il Oan mM'�.m"hw rbrM.rre I� � ° • • /'`/ � E� Birtlacnen: .]5'x.051'FlaOenetl Aluminum in removable veamem a°mmacee vn„r dm rew wmr amam�p� g ' O LJL hams. Screen is DO m"unletl aastantlertl On •■ a.una weotNlee. para4Un6{oRta"a Nms. mw_0.) Inake 2' Ie4aNemni ore ltomm'•+na). N P (rear)aa loogng from exNxl«Mbuiltling.—'$ E CI O > Q _ FlniaM1: Mill Numilum (SM.) ri w.emars"emiwm g : a ' ^\\\ Mini mum Six,: 12.12 m 0 Maximum Sin9la Seellon: 120•1184•N or U-120'n +Iw a..�am.e.mi:e.wx"i.e NWa: 1U.—wioln OPTIONS: ❑Cu°mm fmmelt.so'mrl.lt'w,as 3 bJreOec asspeu ma ¢e .i �ooria.:mm i�.0 ' D LV matt' a•1 ItS 2•ar R) �I «se eel :M"= .°i 0=,Aael pl.5rca r50 �; y_0.. REVISIONS O fswmve 1"o me") Av.lmde su sae°" 4°) FORO-EUBMITTAL N OOV19 W ❑nimeasm Finam HCv PLAN CHECK oW�n Oenemonu•r Oaueea E 1 4/22/2019 n Wane Lma•1 NRc0 _ �RmaA.m � O elms. _p '"m^m Q CLIENTREVISIONB O - L Begnnng pwWWATER PENETRATION Q CLIENTREVISIONS F— O a nx, w II rwuun um«nmeam is 3 OS0112019 � AVAILABLE FINISHES? au A 1056 fpm LL1 W I— 1 freeare.-I Na101 oz of MMter penetration N ❑.e,.a..Porr�M mamrm,aa m,.�4,mF, 1.so•� REVIeNJE�/-UR i Z ❑'v'aw..aew CODE COMPLIANCEI APPROVED J ❑ew_.1�aNma"'"'4 1 rR�)amr«ammor.. ,w 'mm", �4�p� ��1nn°1 Q y aemtsnxsy "a FL-0JFREEAREACWI (SOWREFEEL) WU182020 W M nAM1N2enasm e1450°F,]m,.emveay ❑ a. NOW wRvv.RO5om0%m NARO (sm° el ay �"I" 1. BUILDING DIofTuVISeON J o.Aoaap%T mm) P�«rau AaPa o m« a�a/ U , 5v aaIX nwenmmn.,m.maw Z _ oarmmma Vim` vrmm."a a mammmam.Rcm. amwvw °mL.lwee,¢a. Q ❑ew.�i..en. zw R,a�n(u-caaalMM_a ormll m`1'°"�"D° W ❑Pm.M aw z,SA,c� I vnx>P.7 a, m�11n1[ adl = ❑mr.4rw Wam.Aaa4a. w4 �zzA4x>rprm,t EE RECEIVED cR :°"5lioo.m�eP.�ren�memanmsarevaale.l. re. CITY OF k milts _ �N mN�m AU6 OS 2019 79030]9 c PERMIT CENTER SHEET NUMBER M200 DETAIL- WALL LOUVER B inc PLUMP ENGINEERING INC. CCONSULTING ENGINEERSSULTING ENGINHRS PLUMBING. I--- D DIA.STRUCTURAL,MECHANICAL B 2.00° C i-E SQUARE-'i A DSIZE CURB CURB SIZE � DAMPER ROOF OPENING (DAMPER SIZE + 0.50 INCHES) dsumo<b �wRr9Nc°� eI. mnorea. I.s° 'E. agenaaq an IL-. <I n<snaq melalai us.a. s. sea nezmne mm ==m. Napeclry „ mxBwi<•. Iw. u.� =um cuo <ac amerem SI I "M - 1. —11 R D MENseNs xei ie as aaED rox °ox�,aaei oN �ENi i ro nNAwND° ANAIIA9LE DPDxM.—M.—s,Dx wIH G TY FAH DAT LDS aoso ni , 0 B C 2.00 C 1 h� E SQUARE CURB SIZE A ol0. CURB DAMPER ROOF OPENING (DAMPER SIZE 0.50 INCHES) s sa.�ni mn w., �w %° manx�re. Ism uw. twee <°n <=c am<n.m c. ew.e.e uan®. <i Meni ° m.reai ume. *'�,. o wa D MEx iD 6E a xD, DaEP rDn �DNamxDilDN eaTT F FD.—N.AYwaaLE LT. RH,NI ai _ —IH pliY FAN mo <osD ECIRIARC ITECT SURVEYING. CAL, CMNRAL 914 E. KATELIA AVENUE ANAHEIM, CALIFORNIA 9 S305 P 1714) 385-1835. F'7141385-1834 www.peicO.com //� ;A �� Stamp: D A. p �G�o( WA,Sy 0 Si1F.PA'� � S/pNA L EHG wneiz° fi21119 J m Z . CQ U L Z — DETAIL ROOFTOP EXHAUST FAN A DETAIL ROOFTOP EXHAUST FAN B LU Z Printed Date: 05/22/2019 �GREENHECK Job: Job 2019-05-22 10.27.45 BuiUirg Value M A4. Model: CUBE-16E 10 -._. .. CODE COMPL INCEVE "ORE APPROVED ,ve�1 %If y Peel /,8 ZQyp City of Tukwila LBUILDING DIVISION_spM— nECEIVEn CITY OFF YLKWILA PERMIT CENTER 'ODA (D Q ` ^' LI-I 0 LU O w w y d J � a � 'E < O ' `O I V 7 E Q �' Q O - •2 _ CO O N u Printed Date: 03/13/2019 GREENHECK Job: A Quality - Shasta Exhaust Fan aek'"a 1B b'ur' Mark: EF 1 Model: GBJ6P50 -G2e.ee---1 Model: CUBE-161-10 r Belt Drive Upblasi Centrifugal Roof Exhaust, Fan T� '. -1.75 D anal _ J 1- 22.0090 19.58 f ..rve 1 1 w, r _ oD.mpercnl - AT hg(m.l OVERALL HEIGHT MAY BE GREATER DEPENDING ON MOTOR.�na90a1 Wrb nu 500 15 12B2 FRPM fa Tom BPI-SP 1.. 1�- tom- -.. IA"'... 0.8 + _- zs 1.2 OpM,N Pow r(hp) es ® w m) si 3 0.8 0.8 i N mro0 ) n @d �-) s �OB - O4n - _- - e n Spee PIs23 ,' E ,7 0.2 aF SOM"' _ Motor_1re.- 0.0 _. -,-.. 0.0 ^mE _ 0 4 8 12 16 M N M 32 36 40 1 1 Valume(CFM)a100 VMmONCM -- oP.reay NNP went ---- mNe- .._ norsepwe<wre R., S ound Pawn by Oc,eve Band Notes. .,, Iua e.te n3r2DSD cons a.z9.,sss cyNear mmPna<i �oaa 'n�cwAP°sun zz,P.n.4s aw 9 as �05880-- Model: GB-360-50 Belt Drive Centrifugal Roof Exhaust Fan 3B.60 Dim eon o 1 zn - i ]5 46.u0so- - OVERALL HEIGHT MAY BE GREATER DEPENDING ON MOTOR. Pedo 24 g B,o00_ tom Ex s 1 673 FRPA pme IMP) ? 1.6 4 im () 9s a (Fl @1,2 _. _ _ -_. 3 rDenerol 1 T5 onus M) .o Pswea (MN) 341 �0.8 / --._ 2x smx:ER(%) - -_- __. �' DA 1 a<�' a Mam.M 0.0 0 _ ® 0 2 4 6 8 10 12 14 16 18 lbl V°luma(CFM)x 1,000 owre6n9IMP M.1 - M o .'-SMm.LTpm aaeaMSP -J (AW) ... . � c�u � WC FLATram and P.-by 0-Bow _ NOtea L7A s-112 000 msOsO L� de s2 'sue"... REVISIONS FOR CITY SUBMITTAL 11 N Q x w tl O F- ° O O J wwmwMea,«n,a c U Q U . w F r PIANCHECK 1 CLIENT REVI�15 0 2MO19 CLIENT REVISIONS Ofig7Y2018 ""°°°" OR erzv19 v.obc, x=moe< 19W79 cAns4ze n46 R w aer.lm bY:laeae� e<NMM S-E.mm vlNaNemexaaal�nsnasm E.maM E-s,N Pa9e21s SHEETNUMBER M201 DETAIL ROOFTOP EXHAUST FAN D DETAIL ROOFTOP EXHAUST FAN C MECHANICAL SYMBOLS NOTE: TWSISAI ERLEGENDAND NOTALL BYMBOB, ETC. ME NECESSARILY USED ON THE DRAVANGB. HVAC EQUIPMENT & DUCTWORK NOTE: ALL WLTdNEMS10N5 SHOWNONDPAWING4 ARE INSIDE DIMENSIONS. SEEM.IO1.TXFORTHESPECIFICATION FOR WCMORK TO RECEIVE INSUL.MON OR LINER. EXISTING DUDTMRK OR EQUIPMENT TO REMAIN E%ISTiNG DUCTAOIRN OR EQUIPMENT TO BE REMOVED BRANCH DUCTMIHMS RFCTANGdAR-ROWDBRANCH TTNGAND MMMWLVOUME DAMPER RETURN.E%HAUST.OROUISIWAIRWCTUP RETURN, EXHAUST OR OUTSIDEARI DUCT DOVM -®-® SUPRYAIRWCTUP --.� EUPRYMRDULTDOWN EWIPNEM WITI FLEXIBLE WCT CIXJNECTON ir Y� CSDT NE NECKSIZE, ,TYPE. TYPE, CFM OFSUPRY DIFFUSER OR REGISTER �RR - MANUAL VWUME DAMPER I I S SOWRETORQUNDTRAN I WCTMOUNTEDSMOKE-OTdi L� (SD=6UPPLYIAMRETURN) OTIME -CONTROL ® NUM -SENSOR FIRE DAMPER ®PULLSTATION FIRE SMOKE DAMPER STATIC PRESSURE SENSOR OSMOKE DAMPER JT�E � MPERATJPE SENSOR ® VOLUME DAMPER) OMOTORIZED DAMPER Q FLOXA-R OBAUNCE DAMPER @ NUMId3TAT ® CARBON DIOXIDE SENSOR O THERMOSTAT MINIMUM VENTILATION CALCULATION REQUIREMENTS ECHANICALROOM: IACCUTAHT BREATHING ML: DURNGOCWRED ON XROMMTDOORAIRSHADKROWDEDATAG OFNOLLSS THM40ZC PER SQUARE FOOT 1,3 GB MEN• IQ OF MACHNRY ROOM AREA ORw(F IB.O% MB/51 PER OCCUPANT. WHCHEVER IS GREARR, TOTAL AREA D- Iv5TO. R. THE RATE OF OCCUPANCY VENTILATION IDS CFM/SO.FII 1275 SO.R. X IQ.B CiM/SO.RI -oZ.S CFM 24EMPEMAFUEE LMffMTONI RMPERAIURE CONTROL MECHANICAL v TLATON DER. CAPACTY 5H/.LL , TAKINGBE F AMBIENTHQUIRED TEA1IFIGEFFECICFMAO LIMIT THE ROOM ACCnNERYN1HEROOMANOWIIIHTEIMAKEUPAIIRENRW NE ROOM Al A IR DESIGN DRY BUIBIFMPERANRE dE FMRGBHCY VNRfNTON SYSTEM SHALLBE RRMBTBD roBE LHEOTD Nw NIIDAPERANRECONTROL vBm,AnoN. AND V-1.A. BTU/HR MI�OSS CFM = -M., CFM IORX GT IDOX IB LBAEBGENCY MECHANICAL VINTRARON: EMERGENCY MKMANCAL VENT2.STON STSTF -U. PROVIDE THENOT L. THAN SO AR CHANGE PER FHALBE PR BD TO INCLUDE IBMERABASED ON THE � i NE CONROL YDAUA1-FANS EHAT MRFR IHEN SYSIDA MIXTURE— OF SECTION 6.11.6.5 AND SECTION 6.I U.B TDA 2 TOTAL AREA E-127550. M 1275 M. FT. X? RHEIGHT X3WCH /6D MANUT S :jj92 T_MM MACHINERY ROOM EXHAUST SHALL BE TO THE OUIDOORB NOT LESS THAN A FEET 16 MI ROM A PROPERTY LINE OR OPENINGS INTO WILDNGS. MEASURED HORMONIALLY. VENIOAUY, OR A —NATION OF BOTH. 41M1 L OUNOOR MAKEUP AR SI VALLU PROV IOD l0 REPLACE AIR OBNG F4NUSRD AND SHALL BE DESIGNED TO MAINTAIN NEGATVE -RE N ME MACHINERY ROOM. NOT IO EXCEED 025 N IBM MMI WMR CWUMN. MOTORZED LOUVERS OR DAMPERS WHERE UTUIED, SHMLL FAIL TO THE OPEN POSITION UPON LOSS Of POWER. TAKES FOR MAKEUP AR TO THE MACHR'ERY ROOM SHALL ONLY SERVE THE MACHNERY ROOM- ­UP AIR OPENINGS SHALL R COVERED VAN A CORROSON RE TBTANT SCREEN Of NOT LESS THAN V. MRH OR EDUNALBR ROTTOON. MINMUM FREE AREA REOWED FOR LOVER OR DAMPER PER UR 2=21 Sf [WFXCF Oi OIEMTOX: FDA OCCUMED CONDITION FAN TO BE RUNNING MI,=CFM 1E 1. If IN E TEMPERATURE EXCEED MORE THAN IN F CONTROL VENTRATON TEMPERATURE EXHAUST FANSHOULGSTART G12,2 CFMIEF21. IF THE AMMONIA DETECTOR B EQUAL TO OR EXCEEDING IIO PPM EMERGENCY MKHSNOAL VEN1RATION SHALL R ACTIIMED ®N8,- CFM IEFI I. GENERAL NOTES: I. PRIORTO WBNRTNG BID, WSR THE JOB SITE PND BECOME FULLYAOOWWNTEO W FIHEEXISTNNDOTHT DPTAW HE PROJECT. PENAL, RE UI GENERAL NOTES, SPECIFICATIONSAND OTHER dUT IN T FOR R11ONOF T REQUIREMENTS W1YCH MAY NOT BESPECIFICALLYCALLEDR INTXISPORTIONOF F CONSTRUCTION DOCUMENTS. NOTIFY ENGINEERAR0.0R TENANTOUCONFUCTS OR dSCREPANCIE3 PRbRTO SUBMISSION Of BID. L COOROINATETHEIANDORDERLYI ST MECIt4VICAL SYSTENSMTM OTHEIiTINCI TOENSUREANEATAMDORDERLYILUE. COOR INSTALLOTHERTKANOTOA AS TIOHTTO STRUCMIEAS POSSIBLE. COORdNATENTN OTHER TRADES TOAVOD WNFUCTS. CWRdNATE INSTAWTON OF DUCNARNPND PIPING TOAVdD CONFLICTS W1TM ELECTRICAL PANELS U N FDTURES, ETC. ANY MOOIFICATbNS REWIRED WETO LACKOF COORDINATIONWLL BE THE RESPONSIBNTY OFTHE CONRACTOR AT NO EXTU LOST TO TXE TENANT. 2 DURINGINST11L1TIONOFNEWNORK,AVOIDOANAGINGWS WSURFALESANO EQOPMENTMITENMN. REPAIR DAMAGECAUSED WNNGOONSTRUCTIOJATNO EXTRACOSTTOTHETENAHT. ♦ H MECHANICALEWIPNENTSHOWRONTHEMECNAMICALPLANSSHALLBE PR W IDED BY THE MECHANICAL CONTRACTOR UfYE33 OTHER W13E NOTED. B. NEW MECHANRMLEQOPMENT,DUCTAORKARDPIRNG ARE 81bNN AT APPROXIIMTEU-IONS. FIELDMEASUREFINMWCTVA KANIPIFING LOCATIONS PRIOR TO FABR 1. AND MAKEAWUSTIA-ASREQUITEDTOfIT TlE dblSMRKAND PINING WTIHINTHE AVMLPBLE SPACE. VERIFYTHATRNAL EQUIPMENT LODT MEETMARLJFACTURERSRECOMMENDATONSREG W SERWM CLEARANCE AND PROPER MRNL CLEARANCE AROUND EQUIPMENT. {. INSTALL DUOMORNPIPING PARAl1ELT0 WILDING COLUMN ONES UNLESS OTHERWISE SXOWN CIR CR NOTE0. L OVERHEADFWMGE MDSUPPORTSFOREQUIPMEN,,DIJCNATRKANDPIPINGSXALL REFASTENEDTO WILDING-SORBEAMS. DONOTATTACHHANGERSARD SUPPORTS TOTE ABOVE FL00R U,MIOR ROOF. 2 COORDINATE LOCATION OF EQUIPMENT SUPPORTS NMTH LOCATION OF EQUIPMENT ACCESSPANELSOOORS TOENABLESERV EOFEOUIPNEMANDORFILTER REPLACEMENT. I. SEALPENETRATIONSTHRWGHTHEWILdNGCOMPONENTSINACCORDANLEMM THE SIRUCIURAL CATIONS, FIREPROOFPENETMTONSTHROUGHFIRERATED COMPONENTSINACflJRDANCEW U,LREQUIREMENTS. ID COORdNATETHEEKACTMOLWTNGSIZEANDFRAAFETYPEOFOIfFU3ER3,REGISTERS ANDGNLLESWITHTHESUPPLIERMMEETTHECEIU G,WALLARDWLT INETALLATON REQUIREMENTS. 11. AWUSTLOCATONOFCEILIWDIRSERS,REGISTEM-GRILLE MA QUIREDM ACLOMMOMTE FIWY CEILING GRID MJDLLGHTING LOCATIONS. 12 WCIWOIM CROSSINGFIRERATEDWALLSMOTXERFIRERATEDASSEMWESSHALL BE MINIMUM M CAUGE SHEET METAL IA PXOVID U5ATU OATO010KEpNMPBi3,P $. FIREAN d1CPAORKATCEIERSS ANDWM ARMTOIONe SIIOVMONT2. PUNS. NXTE D UENOKEDAMPERS SHALL COIFOHN TONFPAASATWLIOARE. LOOR0IRATE SLEEVE LENOTHNTH REQUIREMENTS OF INSTALLED LOCATION. 1M. PROWDEWALLACLSORD00AC OKEDMNPERIB .ACCEWPA EORDOORSNA.L BMINIMUM SMITF IIOINBY IDLNHASLLBEINLLDVIN ROFMR.PRWOARMOVABEDUCT SEIONMEDTSMIS0SMFOA101GB101NdAE5ON. IB. LODiTEANO bET THENMO5TAT5 PNDTFMPERATURE 6ENSORSAT LOCATIONS SHONNONPLANS. VERIFYEXACTLOCATIONSLMXENGINEERPNIORTO INSTPLATION. INSTALL DEVCES WTHTOP CA DEWCEATMAXIMUNMB-AFFTO ETAOA REQUIREMENTS UNLESS NOTED OTHERMSE ON PLANS. -DE INWLATED BACKING FORTHERMOSTATS MOUNTED ON EXTERIOR BUILDNG WALLS. INSTALLMNNG IN CONWR PROWDEO BY EIELTRICALCONRUCTOR. ATA MINIMUM. PROVIDE CONWR IN THE WPLL FROM THE JUNCTION BO%TOO INCXABOVE TXE CEILING. 1{ COORDINATETHELOCATIONANDELEVATbNOFWALLEgUNTEDDEVbERW PRESEMAT W BOARDS, dSPLAY CABINETS, SHELVES OR OTHER-PONENTSTHAT ARE TO BE WBTALLED UNOEROTHERDWSIONSdi AREEXISTINGTOREAWN. CONTRACTOR WNL NOT BE REIMBURSED FORRELOCATION OF —MOUNTED DEVICES CAUSED BY A LACK ON COORDINATION. 1). PROVDE A MANWIL BAVWLING DUMPER IN EACH BRANLX DUCT TAIObFF FROM MAIN SUPPLY. RETURN, OUTDOOR AND EKMMIST AIR DIJCTB. IB. PROVIDE A PREFABRICATED MS DEGREE, HIGX EFFICIENCY, RECTANQUUUR UNO BRANCH dJCT TAKEOFF FITTNG WT11 MANUAL BAL nMCWG DAMPER-1 LOCKING Q W DRANT FOIi &tMICH OUGT CONNECTIONS AND TAKE-0FFg TO INO,IDUAL DIFFUSERS, REOSTERBANp GIRIlLES. It BRANCH DUCTWORK TO MR OUTLETS SIWL BE TABLE 8IZE AE OUTLET NECK SIZE UNLESS OTHERBASE NOTED. ID. PF0IO NEW MR FILTERS PRIOR TO TESTING AND EALUNONG. REPORT ANY OEFICENCIES TO THE OWNER OR ENDNEER. CONTRACTOR SHALL SUBMITTO THE TENANT AND ENGINEER WRIREN REPORT DESCRIBING TESTS PERFORMED TO VENFY OPERATON AND RESULTS OF THE TESTS. 21. ENOR LCONTTAXRTB&ANDEREpDUATEuEE 1dNG TO ARCHITECTARO ENDNEERATESTAROBALANCE REPO DSUBSTMTLLL-DEETON.TEST PMD R TO ENG REPORT SHALL BE PRO W DIED TO ARCXITELT ARO ENdNEER PRIOR TO ENGINEERS FINAL PUNCH. 2f. INDOOR MR QUALITY MEASURES: PROTECT INSIDE OF (INSTALLED ANTI DELIVEREDI WCTWDRK lwOHVAC UNITS FROM EXPOBlRETO WET, dRT, PAINTARDM _ RE. REPLACE INWLATION TUT HAS GOTTEN WET ATANY TIME WNNG CONSTRUCTION,DRYING TXEINSDATIONRNOTACOEPTABLE. SEAL ANYTFARS OR JOINTS OFINTERNAL FIBERdAS31NEULTION. REMOVE DEBRIS FROM CEILING INCLUDING WET. AN INDEPENDENT, PROFESSIONAL W CT OLEAXBW COMPANY SHALL VACUUM CLEAN ANY dJCNpR1F OONNECTEDTO NVACUNITSTNATWEREOPERATED WNNGTHE CONSTRUCTIONFTER NEW FILTERS ARE MSTALLEO AND PRIOR TO TIRONNG SYSTEM BI-IR TOVER TOTHE }ERRATA. 22 PROVIpECADEREOUIREDSEBMIC&UCINGOFNEWOUCTWORKPIPIWMDEOUIPMENT. M TENANTGCMUSTCOMPLYWTHALLCOMMENISFROMLANDDRSMEPENGINEEROR AE DIRECTED BY THEIR FIELD PERSONNEL RB. SUPERINTENDENT MST PROWOEB COPIES OF MR BALANCE REPORT TO ONSITE MARL OPERATIONS NOR, BEFORE LEAVING THE PROPERTY UPON CONSTRUCTION COMP ETON. ]A D(VR ALL MR INTAKES WRING CDNTTRUCTION TO PREVENT WITT FROM ENTERING THE UNIT. 2). GC MST CHANGE FILTERS UPON Co. 2R COMMERCIAL ROOFING REQUIRED FOR ALL ROOF PENETRATONS. 21 HOT— ITMUSTBEOBTMNEDFRONUNOLORDNHRWAWANLEOF- WORK. ANEW NOT MATRK RRMR MUST BE OBTMNEDEACH DAYTIUT IIOT WYlR1(MLL BE PERFORMED. 20. MECHANICAL SYSIEMSARENRNEDOVERTOIHEIENANTIN"A-GCONDTIONAS APPLICABLE. 31. TENANT'SGCTOB URERO RF MUIPMEWCA W BEVGIBLERQNANYPOHRINdE PROJECT. >7. RNAGCMUAPAIMANDUBRALLROOPi .UNMENTPRTHELANDLMD SPCOP-110N. 2i EQUIPMENT. EXHAUST FANS. AND UTILITY VENTS CANNOT BE H*NER THAN THE PARAIFT WALL INTHEROOF WELLAREA. 22 NEWMECHANICALSYUWMUSTEES.R IURAUYENGINMRE RMEWEIGMS.AS REQUIRED. 34 THELOCATIONS O THE EGUIPMBB SHOULD BE THE BAMEAS EXISTING. ANY CHANGES MUST BE REVIEWED AND APPROVED IN WRITING BYTHE LANDLORD. Mi'l-60,87 L R#ERECTION Of V co W Z UQ Z �W Li WO > 0 LLJ LAAWu/R 0 J a � < 0 ° 3 a V) U 'a E O �-. Q -_ r=�J^J 04 Bl v ^ I V �N H M 100 GENERAL NOTES 6.12 EMERGENCY CONTROL SWITCHES 6.12.1 EMERGENCY STOP SWITCH. A CLEARLY IDENTIFIED EMERGENCY SHUT-OFF SWITCH WITH A TAMPER -RESISTANT COVER SHALL BE LOCATED OUTSIDE AND ADJACENT TO THE DESIGNATED PRINCIPAL MACHINERY ROOM DOOR. THE SWITCH SHALL PROVIDE OFF -ONLY CONTROL OF REFRIGERANT COMPRESSORS, REFRIGERANT PUMPS, AND NORMALLY CLOSED AUTOMATIC REFRIGERANT VALVES LOCATED IN THE MACHINERY ROOM. THE FUNCTION OF THE SWITCH SHALL BE CLEARLY MARKED BY SIGNAGE NEAR THE CONTROLS. 6.122 EMERGENCY VEMUTION CONTROL SWITCH. A CLEARLY IDENTIFIED CONTROL SWITCH FOR EMERGENCY VENTILATION WITH A TAMPR4RESISTANT COVER SHALL BE LOCATED OUTSIDE ME MACHINERY ROOM AND ADJACENT TO THE DESIGNATED PRINCIPAL MACHINERY ROOM DOOR. WE SWITCH SHALL PROVIDE"ON/ AUTO' OVERRIDE CAPABILITY FOR EMERGENCY VENTILATION. THE FUNCTON OF THE SWITCH SHALL BE CLEARLY MARKED BY SIGNAGE NEAR ME CONTROLS. 6.11.2 JULkithil RESPONSE 6.13.1 DEFECTION OFAMMONIA CONCENTRATIONS LESS THAN 25PPM REQUIRES NOALARM OR RESPONSE. 111,13.2 DETECTION OF AMMONIA CONCENTRATIONS EQUAL TO OR EXCEEDING 25 PPM SHALL ACTIVATE VISUAL INDICATORS AND AUDIBLE ALARM AS SPECIFIED IN SECTION & 13. 1. THE VISUAL IND ATOR AND AUDIBLE ALARM WILL BE PERMITTED TO AUTOMATICALLY RESET IF THE AMMONIA CONCENTRATION DROPS BELOW 25 PPM. 6.133 DETECTION Of AMMONIA CONCENTRATIONS EQUAL TO OR EXCEEDING 150 FIRM SHALL ACTNATE VISUAL INDICATORS AND AN AUDIBLE ALARM AND SHALL ACTIVATE EMERGENCY VENTILATION WHERE REQUIRED, IN ACCORDANCE WITH SECTION 6.14.7. ONCE ACTIVATED, EMERGENCY VENTILATION CONTINUE TO OPERATE UNTIL BEING MANUALLY RESET BY A SWITCH LOCATED IN THE MACHINERY ROOM. 6.13ADETECTION OF AMMONIACONCENTRATIONS THAT EXCEED A DETECTORS UPPER DETECTION LIMIT OR 40.000 PPM (25%LFL). WHICHEVER IS LOWER, SHALL ACTIVATE VISUAL INDICATORS AND AN AUDIBLE ALARM AND SHALL ACTIVATE EMERGENCY VENTILATION. WHERE REQUIRED, IN ACCORDANCE WITH SECTION &14.7 ONCE ACTNATED. EMERGENCY VENTILATION SHALL CONTINUE TO OPERATE UNTIL BEING MANUALLY RESEF BY A SWITCH LOCATED IN THE MACHINERY MOM SHALL BE AUTOMATICALLY DE -ENERGIZED: I. REFRIGERANT COMPRESSORS, 2. REFRIGERANT FUNIM AND 3.NORMALLY CLOSED AUTOMATE REFRIGERANT VALVES THAT ARE NOT PART OF AN EMERGENCY CONTROL SYSTEM. 6.14.7 E—sinc, Ventilation 6.14.7.1 -Emergency —nical ventilation systems Moll proVide, not less than W air cinaNw per thou, based on Me g= machinery room Vot me. The emergency —thation system shall be penNfted to Ina twiperroiLhe control Ventilation fans than meet the requirements of Section 6.14.3.7 and Section 6.14.&3, Itarn 2. EXCEPTION: Where approWsd, emergencynnecNodcol enflofion shall hot be required for a saf hhft.aasrg.rel system that win not yield ...... No concentration eXceetliN 40,000 ppm in the Mochmery raw follo,Mng a release of the, -firs, charge from The largest indepenrol-t rengerant circuit, based on the volume calculation determined in -cardonc, with Section 5.3. The dedgN,, Mall provide a copy of Me coiculations, to be retained of the site. & 14.7.2 Emergency mechanical enfiloff ..half be activated by both of the fal—Mill 1. An"onia leak defection cornp" ith Section &13. 2. A rnotruad control Witch provided in accordance With Section 6, 12.2 6. 4.74 Emergency vernfilotion Mail be powered ind,pwd,nffy Of the equipment within the I'L ,whkmy ibohn anal MOU continue to Operate gart%ess of whether emergency shutdown contras for Mm e chisety room tare been oc*oted. ,.I 4.7AAmonitored b ation s Ubenotiti dupon loss otpowerioufaflureofthe emwgency mechanical—filafi—ystern. 17.71 LEVEL 3 AMMONIA DETECTION AND ALUM LEVEL 3 AMMOMA DEFECITION AND ALARM SMALL HAVE THE FOLLOWING FEATURES I I. AT LEAST ONE AMMONIA DETECTOR SHALL BE PROVIDED IN THE ROOM OR AREA. 2. THE DETECTOR SHALL ACTIVATE AN ALARM THAT REPORTS TO A MONITORED LOCATION SO THAT CORRECTIVE ACTION CAN BE TAKEN AT AN INDICATED CONCENTRATION OF 25 PPM OR HIGHER. 3. AUDIBLE AND VISUAL ALARMS SHALL BE PROVIDED INSIDE THE ROOM TO WARN THAT, WHEN THE ALARM HAS ACTIVATED, ACCESS TONE ROOM IS RESTRICTED TO AUTHORIZED PERSONNEL AND EMERGENCY RESPONDERS. 4. UPON ACTIVATION OF THE ALARM, CONTROL VALVES FEEDING LIQUID AND HOT GAS TO EQUIPMENT IN THE AFFECTED AREA SHALL BE CLOSED, AND PUMPS. FANS, OR OTHER MOTORS ASSOCIATED WITH THE AMMONIA REFRIGERATION EQUIPMENT IN THE ROOM SHALL BE DE -ENERGIZED. S. UPON ACTIVATION OF THE ALARM. EMERGENCY EXHAUST SYSTEMS, WHERE REQUIRED, SHALL BE ACTAVATED. CONSTRUCTION KEYNOTES F-�FI -. ROOF EXHAUSTFAN 18.3W.I. M EF-2 ROOF EXHAUST FAN 2,232 CFM 73 E" ROOF EXHAUST FAN 1,000 CFM F4] 36'. M' INLET AIR MOTORIZED DAMPERS TO BE INTERLOCKED WIN EF-I. EF2. (IOTY.) INLET AIR LOUVER ONLY WITH OUTRELIEFDAMPER 6] EXHAUST FANS (EFl & EF-21 TO BE INTERLOCKED WITH TEMPERATURE AND AMUAONIA, SENSOR. LEGEND SYMBOL ABBREV DESCRIPTION Yd OD DETECTION SENSOR TEMPERATURE SENSOR STATIC PRESSURE SENSOR 6 PROPERTY LINES HORN/STROBE INSIDE AND OUTSIDE FOR AMMONIA VENTILATION MONITORING PANEL CONTROL PANEL EMERGENCY EXHAUST ON/AUTO AMMONIA LEAK y 0 EWN111 CONTROLS EMERGENCY STOP SWITCH — MONITORING PANEL EMERGENCY STOP SWITCH EMERGENCY EXHAUST ON/AUTO OVERRIDE CONTROLS — — — — — — — — — — — — — — — — HORN/STROBE STATE PRESSURE SENSOR INSDEAND OUTSIDE E ED X 3!-a'INSERT DAMPER OPENING 4 v A \E 3*-a'X 3'-U'INSEU DAMPER OPENING a-U' X 3'-U'INSERT L DAMPER OPENING --RES—R r77 A NIAL" 3X 3-a'INSERT DETECTOR LOCATED LOW LEVEL AMMONIA LEAK DAMPER OPENING DETECTOR LOCATED 1213'-W X S-U'INSERT!�� HIGH LEVEL LOUVERED OPENING EV IEVED F0 1�DE COMPLIANCE SR.".. 1820a.War ��IVISION — -- — -- — -- — -- — -- — -- nEC VED CITY OP ijk:,VIILA 4 2020 PERMIT CENTER 0. zmm 10 ro 9 D E 20' 315'16 16 11, 240' G 16 16 135, 225' 200' G' H 160' n C B 26 16 O Ll an I: it 2051 a: t I II 33 r2j "ll 01.375 029,5 32 B.C. R1.500.75 511 6 2 481 F ii 60000000000�eoosl��000 o 000 X-o. 5 21 TYP ol 19 !17 a (b 20 4 20 20 1/4- 81 R311,f 37J 39 8 T .JiT 1 'o 4-t-71 U2 14 15 14 15 13 11 -�l �5 50 13 1 13 1 2j� 231 23J 1 5 G 11 ,�T U m T-T12 li I 0 1 2 3 16 1 7 n 10, 12' 10' Iti 2' 3/4-CONNECTION 250 PSIG (ERV-4105 & ERV-4106) VB 5 '180 ,.CONNECTION 250 PSIG RV-4001 & ERV-4002) 1 01FRUSON TANK OP-400 H 8.36LT 3/4GONNE ON HEATER_�j�a PSIG (EPV-4003) (TYP.2) NOTE ;PLEASE EE DIFFUSION YANK RAINING FOR TANK DETAIL 2106k 1215=o'GX=AWN E IOAU�--," IAM75&26116 2 3 74 4' 6' VH 1".42 3/4 *CON ECTION 250 PSIG OP-4202 (ERV-420A & 8.36 ERV-4202) VCONNECTIO 400 PSIG ERV-4203) • NOTE DESIGN ALLOWS FOR 6 ELS & THE PIPE RUN LENGTH AS SHOWN ABOVE MY DEMOTION FROM THIS PLEASE NOTIFY THE ENGINEER. • COMPRESSOR TO MAIN 3/4- 6 ELS • OIL POTS TO MAIN 3/4" 6 ELS L VHRP To MAN 1-1 /4" 6 ELS • GO TO MAIN 1 -1 , ' 6 ELS • "N SIZE 2-1/2' NAN ELS IE COMPLIANCE APPROVED AQ 18 2026 City Of Tukwila BUILDING DIVISION THIS DRAWING AND THE DATA SHOWN THEREON ARE PROPRIETARY AND CONFIDENTIAL AND ARE NOT TO BE KHS, INC. USED NOR REPRODUCED FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF KHS, INC. A K H S WAUKESHA, WI — CUSTOMER INFO, SHASTA TITLE. ISOMETRIC RELIEF SYSTEM 1227 ANDOVER PARK E DESC.- - TUKWILA, WA 98188 AMMONIA REFRIGERATION — PROJECT., 6935 S`zE.- � DI I REFRIGERATION ' NTS I DATE B 1 8815-PID 2/24/2,1 PRELIMINARY DR BY, AB APP. DJS REF. SHT- 10 OF: 14 < 5 6 7