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HomeMy WebLinkAboutPermit M19-0010 - SHASTA BEVERAGES - NEW AMMONIA AND GLYCEL SYSTEMSSHASTA BEVERAGES, INC - GLYCOL ROOM 1227 ANDOVER PARK E Apn: 3523049072 FINALED 04/22/2021 M19-0010 Parcel No: Project Name: 0 City of Tm/k"°"^8 �� Department —' Community Development 6300 SmuthcemterBou|evard, Saite010Q Tukwila, Washington 98188 Phone: 206'431-3670 Inspection Request Line: 20G'438'935O Web site; http://www.TukwilaWA.Rov MECHANICAL PERMIT 352304907I Permit Number: Issue Date: Permit Expires On: SHASTABEVERAGES, INC ' GLYCOL ROOM Address: Contact Person: Name: Contractor: Address: License No: Address: NATIONAL BEVERAGE CORP 8100SVV10THSTSTE4000, PLANTATION, WA, 33324 1916BONA|RDRSW, SEATTLE VVA' 98116 OWNERAFFIDAVIT ''' ''' Phone: (206) 433-8997 Expiration Date: DESCRIPTION OF WORN INSTALL NEW AMMONIA AND GLYCELSYSTEMS. REDUCE THE AMMONIA CHANGE |NTHE PLANT. Valuation of Work; $762,400.00 Type ofWork: REPLACEMENT Fees Collected: $8,20048 Electrical Service Provided by: PUGETSOUND ENERGY Water District: TUKVV|Lu Sewer District: TUKWILA Current Codes adopted by the City mfTukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: zed Signature: ational Electrical Code: VVACities Electrical Code: VVA[ZS6-4G8: WA State Energy Code: 2017 20172017 2015 Date: |hearby certify that |have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting nfthispeon(t does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. | am authorized to sign and obtain this development permit and aQqeetothe conditions attached tothis permit. '' /y/^� ]CO- ��V� J-~~�q �Onatuvp: _ ^~" Date: Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection, PERMIT CONDITIONS: 1: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 2: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 3: Remove all demolition rubble and loose miscellaneous material from lot or parcel ot ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based onsatisfactory completion ofthis requirement. 4: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building Department (IU6'4]l'367O). 5: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 6: 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 toviolate orcancel the provisions of the code or other ordinances ofthe City ofTukwila shall not bevalid. The issuance ofapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data, 7: `MECHANICAL PERMIT CONDITIONS' 8: Ail mechanical work shall beinspected and approved under aseparate permit issued bythe City ofTukwila Permit Center (2D6/431-3G70). 9: Manufacturers installation instructions shall be available on the job site at the time ofinspection. 11: The attached set of mechanical plans have been reviewed by The Tukwila Fire Marshals Office and are acceptable with the following concerns: 13: The project must meet the requirements identified inthe Basset Mechanical Shasta Refrigeration Compliance Audit report dated December 3, 2019 and the Shasta Audit Review Status Report dated January 14'I020. Afire final inspection shall confirm and verify compliance. 10: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436and #J437) 12: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition orviolation. PERMIT INSPECTIONS 1EQWnBED Permit Inspection Line: (206)438'9350 1400 FIRE FINAL 1800 MECHANICAL FINAL 0609 P|PE/DUCT|N5ULAT|ON e 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL CITY OF TUICTICA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. M161" 0610 Project No. Date Application Accepted: — 2 3-[ Date Application Expires: 1-13-1 (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: 4.?...7 744&Deilitc—ye "Le G.— Tenant Name: 54/k77l ectiofflps • PROPERTY OWNER Name: 52ht.7.-24 "cairn, ,m,n , Addres.(A..47 XfAe/graz.vt- 4.f./C-4-- State: /4(4 Zip:gkio., CONTACT PERSON — person receiving all project communication Name: AIAVerS Address ..." 4.4 0 4410.1../Z-- /A-Z01-"'Aleiee I' City: / State r, ei Phoneas' ,..-4- 7...rirrlax: Email;c14.46.4.05.evegodca4.01 King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: El Yes O.. No MECHANICAL CONTRACTOR INFORMATION Company Name:/4/ v ed.7./.....e7dazich, Address: ...e7 ,,,e 0 76- il4.-r..4 #4-eircr City: /of..E.240e, State: 7zi ;,6:61.2 a Phone: ,... , a?.. rid ,j-Fax: Contr Keg No.: Exp Date: Tukwila Business License No.:IN ii...4,--ebti Valuation of project (contractor's bid price): $ 7Got 9e, Describe the scope of work in detail: • I rvcriE41, Use: Residential: New Replacement Commercial: New El Replacement Fuel Type: Electric__ El Gas Other: HAApplicationsWorms-Applications On Line 12016 ApplicationslMechanical Permit Application Revised 1-4-16.doex Revised: January 2016 bh Page I of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu 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-10PM, Monday through Friday and 8AM-IOPM, Saturday, Sunday and State -recognized holidays. A few sounds are exempt from the noise code, including: • Warning devices; • Construction and property maintenance during the daytime hours (7am-l0pm); • Testing of backup generators during the day. PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT, BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: /7.7?—; er Prime: Day Telephone:ra:407—fl",...r Mailing Address: . •AA-7.c-f- cl/ City State Zip HAApplicationsWorms-Applications On Line \2016 Applications\ Mechanical Permit Application Revised l-4-16.docx Revised: January 2016 bh Page 2 of 2 Receipt Number DESCRIPTIONS ACCOUNT PermitTRAK QUANTITY I PAID $6,585.47 M19-0010 Address: 1.227 ANDOVER PARK E Apn: 3523049072 6,585.47 MECHANICAL $6,271.88 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $6,238.73 TECHNOLOGY FEE $313.59 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R16918 R000.322.900.04.00 0.00 $313.59 $6,585.47 Date Paid: Wednesday, February 20, 2019 Paid By: VALLEY CERTIFIED WELDING LLC Pay Method: CHECK 3208 Printed: Wednesday, February 20, 2019 10:26 AM 1 of 1 Y TEM5 Receipt Number , DESCRIPTIONS I PermitTRAK ACCOUNT I QUANTITY PAID $1,615.01 M19-0010 Address: 1227 ANDOVER PARK E Apn: 3523049072 $ ,615.01 Credit Card Fee $47.04 Credit Card Fee R000.369,908.00.00 0.00 $47.04 MECHANICAL $1,567.97 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R16599 R000.322.102.00.00 0.00 $1,567.97 $1,615.01 Date Paid: Wednesday, January 23, 2019 Paid By: JOHN HAYES Pay Method: CREDIT CARD 03754A Printed: Wednesday, January 23, 2019 11:35 AM 1 of 1 SYSTEMS CO TUKWIL^ ETRAKIT 0200 5nUTH[ENTER nLVD TUuwILA' WA 98188 206'4331870 CITY OF TUKWILA 0017340000802374464500 Date: 0I/23/20I9 1I:34:58 AM CREDIT CARD SALE VISA CARD NUMBER: *******w*2753 K TRAN AMOUNT: $1,615,01 APPROVAL [D: 037544 KE{VnD #: 008 CLERK ID: jazzel X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy CO TUKWIL4 ETRAKIT 0200 S0UTH[ENTEK 8LVD TUKWILA' WA 98188 206'433'I878 CITY OF TUKWIL4 Date: 01/23/2819 11:34:58 AM CREDIT CARD SALE VISA CARD NUMBER: **********2753 K TRAN AMOUNT: $1'615.01 APPROVAL [o: 03754A RECORD #: 000 CLERK ID: jazzel Thank you! Customer Copy Permit Inspections City of Tukwila Permit Number: M19-0010 Applied: 1/23/2019 Approved: 5/5/2020 Issued: 5/5/2020 Fineled: 4/22/2021 Status: FINALED Parent Permit: Parent Project: Details: Description: SHASTA BEVERAGES, INC - GLYCOL ROOM Site Address: 1227 ANDOVER PARK E City, State Zip Code:TUKWILA, WA 98188 Applicant: SHASTA BEVERAGES, INC - GLYCOL ROOM Owner: NATIONAL BEVERAGE CORP Contractor: OWNER AFFIDAVIT INSTALL NEW AMMONIA AND GLYCEL SYSTEMS. REDUCE THE AMMONIA CHANGE IN THE PLANT. C 10 S SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS FOOTING Bill Centen Notes: FRAMING Bill Centen Notes: SI-CAST-IN-PLACE Bill Centen Notes: ROUGH -IN MECHANICAL Bill Centen Notes: PIPE_DUCT INSULATION Bill Centen Notes: REFRIGERATION EQUIP Bill Centen Jim Belcerzak (VCW) 419-349-2743 Notes: SI-CONCRETE CONST Bill Centen 470-589-0132 - Neil Johnson Notes: FIRE FINAL I Ben Hayman I i Notes: Printed: Thursday, 18 November, 2021 1 of 2 i1 SUPERION Permit ...~x~~~~'~..~..s City of Tukwila zn/aa/zVuo AM zo/ s/zuzo - xspmacnxTmw E�u|p Lee Sipe NOT APPROVED 1uss�o7�nos /vmn*eve Notes: Not Approved. nopermit available, mvcity approved plans available. cannot verify L&|approval. cannot verify vvxstate certified ,cchoisimm,. zz/zz/aozo AM zz/zz/znzo REFRIGERATION n EQUIP Lee Sipe REINSPECT FEE (uLo) Jim ee|cenau(vcvv)4zg'y49'a/oa Notes: Talked to Jim Belcerzak, on site. No permit available, No city approved plans available. cannot verify L & I approval, for pressure vessels and boilers. cannot verify WA state,certified installers. Need i&|approval before City inspection. Reinspect fee will need tqhepaid before next inspection. 3/8/2021 pw 3/9 s|'cowcncTsVzozz COmST Lee Sipe worxppnovcn *7o'son'u1aa'Neil Johnson Notes; Concrete already placed without city inspection and approval. 4/22/2021 PM 4/22/2021 MECHANICAL FINAL Lee Sipe Aprnovcn � «n0-s8g-0zaz'Neil Johnson wn,ec Printed: Thursday, 1DNovember, ZUaz 2cf 2 It A rk supcnmw BA%1711- NILO I \ NI( \,1 Creating Customers far Lifeni December 3, 2019 Al Metzler City of Tukwila Department of Community Development 6300 Southcenter Boulevard Suite #209 Tukwila, WA 98188 'tf'17 CODE ca•TLIANCE A P PRO MAY 01 2020 City of Tukwila BUILDING DIVISION Shasta Refrigeration Compliance Audit RECEIVED CITY OF TUKWILA JAN 14 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 HAR-2 and HAR-7 for ammonia refrigeration systems. An on -site audit was conducted by Dave Schaefer, PE on November 56 and 6th, 2019. The system installation is currently partially complete. Building construction drawings were also reviewed for code compliance. The HAR-2 standard defines the minimum design and safety requirements for the components, safeties and installation for an ammonia refrigeration system. The HAR-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 HAR-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 LTR# °N 0 0 0 ..-Le.setIME41, arlt-.,-;-".; • Quandty of Ammonia The system charge is expected to be approximately 3500 lbs. The system charge estimate is indicated on the ICHS/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 rilarge 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 f1AR-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 ofAmmonia Refrigeration Systems • IIAR-6 Standard for Inspection, Testing and Maintenance of Ammonia Refrigeration Systems SpIIL. 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: I. 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. Crealr)C rr_r,(:Li!a" 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 NPPA 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 Taggingg. Valves required for emergency shutdown of the system shall be clearly and uniquely identified at the valve itself and inthe 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. Ctx.zorni:, Val" 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 shell be directly operable from the floor or chain operated from a permanent work surface. Emergency valve identification shall comply with Section 5.14.3. 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. 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. 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. Crc in9 Cur,t,rr r for 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 tdrg CLttrn:r for LIh3"' 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. Crv. i Cu:tc-f+-. 'or Vow 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. 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 6.1.3.2.1 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. Cream Cearners It? Lib 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. 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. Cr©Bt.::rgfrtjwr+ 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 mom, 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 Cr-3 GI.441.cm7r4 Untv 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. 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 permittedto 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 Crr.,lCrtg Cutomcrj fvf Lyon' 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 I1AR-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 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. 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. Al Section 17.6. e be provided in accordance with 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. Cre:"XN CIX.C;Tr:rs fcr L;f7"0 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. Crating Co/oroors for Life 1'1 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 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. 1 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. Cfe,3S^i C.,.c'a. ,n tot ,n 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, mininautn 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 I1AR-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. C%drc 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 MA 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 mom 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 has 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 eh, 2019 C.r4t11,71" 7 :at 1.4:!.1.'7 • Action requirad: • 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 ANSI/ISSEA 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 ctfully submitted, Dave Schaefer, PE /214 /t Y Creating Customers; for Life^' 1 KHS KHS Pipe Support Tukwila, WA 17 CODE CO...LANCE APPRO, MAY 01 2020 City of Tukwila BUILDING DIVISION Amendment to Structural Calculations 10-7-2019 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206,622.5822 KPFF Project No. 1800777 Date 10/4/2019 RECEIVED CITY OF TUKWILA OCT 1 1 2019 PERMIT CENTER CORR TION yr)) cfroolo GENERAL NOTES Sixmc kod....offlegoo cr,wri3erAZIce 7.90 mn FEE tiOarno,p,r 00000.41tpeu amino eon.. 476. Mum re*Mi Fm=p VARDERCER-rrunnwo .1.01.40.1,CTACOSS S-27.11.101- r: ,,sta=tr MAYNE ANS 41$ A.PRECUALIMIDICINTIXTALS 10,0%.,rs N.1.nses deloavvim SPIW.I.o.....r6.11.1r to wow,. by en fILleev....E.P., dVal.46.01,,aniem ..031.01,5•Gmarea, En...2,e. .0 docart.Wanqs. comma -on Nab* *Win Opprama aCramdrIcoM Off. rsmornon =========== =norm 7.rcaltana• DO VZSCtEZYMP-08. Mckes. = n'Tel= =4: • r " " NOSkQT ems.. PLAN Irr41.19.0FOOKRESEELEVATIM Odar...111t110,34'2,405-tr. INCICAVS SPIWAID1,007ING PEA.C.F .1 1 CONDENSER 1.1X,Cre.t. \S- 0:1811thYlifeNt. rUilIVIEES) 61510111Z106 , 1-8-1105 PIPE SUPPORT ILA, WASHINGTON STRUCTURAL NOTES AND Pt AN SIA) FRAME SCHEDULE 10. r0=== 0 TYPICAL ELEVATION VIEW SCALE 0 FRAME SCHEDULE C000.1. MOM. ISSN/. Ka SPE 0 TYPICAL BASE PLATE DETAIL FOOTING SCHEDULE Pa. 110.111POIS 017.1 ler.W11.303 0 FOOTING SCHEDULE NO SM. bun la Mum mg. Paw.. daph BEAM TO COLUMN BEAM TO IP!,M 1.1 0.1010,00. Wat BEAM -COLUMN CONNECTION VATIgrIS. POPSVENS0 e-Mereriwore. oroo..”loso 0 BASE PLATE DETAIL kousst.s st.•• wars bull P SOLG MOM 11. ad.101.40114.I.g. cji 1,10 [GESS ECE Kill IC I-800-111-555 I ff -7: KHS PIPE SUPPORT TUKWILA, WASHINGTON EEITETURAI. DETAILS S1.1 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206 622-5822 projed KHS Pipe Support by DYB location Tukwila, WA date 10/04/2019 sheet flOE client KHS Scope of Evaluation job no. 1800777 6'-9" 10'-0" 10'-0" 10'-0" Note: Affected Footings/Frames Upon the post -construction site visit, inconsistencies were found between the structural drawing and the actual condition. Therefore, evaluation was conducted to access the integrity of the existing structural members. 1q:yff 16o1 s"amr'wmsmzoz Sth��,""'S"u"zson 2066/2-5822 project KH5Pipe Support by DYB sheet no, locationTuhwi|a,VVA late1O/O2/19 *mx KHS �� 1880777 Existing Beam (8'2) Evaluation Analyze As Moment Frames Point Load @ mid span Member Length Max Shear Max Moment Select Member Member Height Axial Load Max Moment Select Member 2.079 kips 11.5 1.04 2.99 IO 1.04 2.99 ft kips (Occurs atend) k-ft (Occurs atmiddle) ft (Unbmced) kips Gravity Check SW 0.005 Wft Structural Weight 0.310 b/t(F{ange) 10103 mON[OrwpACT(Table a41b) vLT8 Check Yielding phi~Mn 2149 k-ft OK (FZ'l) Check Lateral Torsional Buckling Cb 1.32 phi ~K4p 21.49 k'ft Lb 138 in L_p 37J2 in L—, 269.19 in USE EQNFZ' Z Mn 19.34 OK Check Compression Flange Local Buckling Mn 19.02 k-ft 0K Check Deflection Local 8@VA 0,263 in L/5Z4 Check Compression Yielding ph|~P_wo 338 phi*P_wi 8] Kn 32.15126 Nca OK (Eqn4'Ia) Check Web Compression Buckling P_~h 25.86769Wp, OK (Eqn4-3a) zso1ahw,"=� Smn/e.ww*eznz kpff a � a,/1000 206622'5822 �Lt KHS Pipe Support 1)y 00 sheetno. locationTukwi|a'VVA date1D/4/l9 m*°' KHS *m""� 1800777 8'2 Evaluation Option 2 (inverted U) - Seismic Analysis Point Load at Midspan 2.079 kips Reference are from ASCE 7-10 LI.O.N. Member Length 11.5 ft Max Shear 1.039358 kips Max Moment 2.98815425 k-ft Select Member W6X8.5 f (occurs mend) (occurs zuend) Member Height 10 ft (Unbraod) Axial Load 1.039358 kips Max Moment 2.98815425 k-ft Select Member VV6X8.5f Genmetric[entmid 5.99 ft Geometric Centmid' 6.91 ft Importance Factor (Lp) 1 Table 1.5-2 Risk Category U Table 1.5-1 Site Class D Operating Weight (VVp) 2.079 kips Component Amp. Factor <a_p> 2.5 (Table 13.s'1Piping z) oesp. kxndi[ Factor(R_p) 6 (Tab|el3.O'1 Piping3) Height ofStructure (z) lO Roof height (h) 18 Redundancy Factor l S—S 1.43S (Usss s-1 0.534 (uSG5) S_MS 1.432 (U5GS) S_Ml 0.8 (USG5 S_DS 0.955 (U5GS) s_D1 0.534 (USGS) Seismic Design Force (Hmizoma|) F_p(upper limit) 3.176 kips (13.3-2) F_p (lower limit) 0,590 kips <13.3-3> p_p 1.039 kips (133'1) F_phnp| 1.039 kips Seismic Force (vertica|) 0,397 kips B4Induced Moment per Column (1].3.l) ^ sn��w,°""��,°1uou Sc"tt/e.wmysmz kpff m 206522'5822 project KH5Pipe Support by DYB sheet no. location Tukwi|a,VVA date18/4/19 **� KHS job no. 1800777 8'I Evaluation 3,593 k-ft M_eq_tma| 4J83 k-ft COLUMNS Check Strong Axis Bending Moment from Qravit Moment from EQ Total moment 2.99 4.78 737 k-ft k-ft k-ft Yielding 21.49 k-fL K� Lateral Torsional B 1934 k-ft ro K ' | Flange Buckling 19.02 k-ft K '_ Check Weak Axis Bending Mn 6.50 k-ft 1.6^ry*Sy 6.73 Wf @( Range Status NONCOMPACT BEAM EQ induced moment is not considered due to pin connection Check Axia|Load E{lAxial Load 1.04 kips Gravity Axial Load 1l4 kips Total Axial Load 2.08 kips Axial Load Capacity 3215 kips Moment Capacity 23.88 kips-ft Check Beam Column (HI) Pr/Pc 0.065 Factor 0.972 OK zso1� S""v/°.wxyxzm 1q)ff �x.°,"e'u."z*no u 206622-5822 project KHSPipe Support by DY8 sheet no. locationTukwi/a'\NA datelU/3/19 m�* KH5 �� 1900777 Revised F'2 Footing Design 1. Define Overall Geometry and Design Loads l.1Footing Dimensions Length(U YWdth(B) Decth(D) 4-allow 1.2Loading info (from previous calculation) Assume only 1axis eccentric e_L l7.5in Axial Load 13Skips Vertical E[\Load (E_v) 040 kips Induced Moment 7.77 k4t 1.3ASDLoad Combo for Axial Load (Z4.1) D 1.35 kips D+V.7[ 1.63 kips 0.61)+0JE 1.09 kips I.4Design Loads P (Axial) 1.03 kips w 6.34 kips *All References are from ASCE 7-10 UK0 *Note overstrength is NOT considered per Section 13.3.1 lBearing Pressure Calculation (CbdutoFoundation Design, Chapter 5.3) Eccenthcity(e) 1.490105 ft Some Soil inTension q_min '0.57548 Soil intension q_max 1.407008ksf Acceptable Resulting Moment 8J12121k+ft IFooting Reinforcing Design b (width) 45 in d(depuh) 24 in f'c 4000psi beta I 0.85 f-y 60 kui As_reg 0.089631in^2 a 0.035149in As_r q 0.058796in^2 As -min 1.944 in"Z 1.944in^z Size Quantity Actual Spacing #4 97 10 4.5 #5 83 7 84 #6 4.4 5 0.0 #7 3.2 4 11.3 #8 25 3 15.0 #S 1.9 2 22.5 #10 1.5 2 22.5 (AC|Table 7.6l1) Step|area Acuua|stee 0.2 2 0.31 117 0.44 2] 0.6 2.4 0.79 237 l 2 1.27 2.S4 New Footing Destgn.x1s)t IIP david kehle March 11, 2020 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: Mr. Al Metzler RE: Shasta Beverage M19-0010 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. Refer to permit number M19-0089 as this is the same comment for that permit. David Kehle Encl. Diffusion tank drawing and piping of\kal 40 to CORREgTION LTRO RECEIVED CITY OF TUKVVILA 11`,4AR 12 if1211 r-triMIT CENTER (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com 1916 Bonair Drive S.W. Seattle, WA 98116 , City of Tukwila Department of Community Development March 10, 2020 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Correction Letter # 5 MECHANICAL Permit Application Number M 19-0010 SHASTA BEVERAGES, INC - GLYCOL ROOM - 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. M19-0010 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 February 5, 2020 David Kehle 1916 Bonair Sr SW Seattle, WA 98116 RE: Request for Application Extension #1 Permit Number M19-0010 Dear Mr. Kehle, This letter is in response to your written request for an extension to application number M19-0010. 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 permit through July 23, 2020. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. MI9-OOIO Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov January 15, 2020 Request for Permit Apr lication Extension # Current Expiration Date: 1--;-&- 3-0010 Extension Request: Approved for Denied (provide explanation) Signature/Initials 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 Permit Extension EL19-0449 Glycol Room Permit Extension M19-0010 Glycol Room Permit Extension M19-0086 Can Line 2 Permit Extension PG19-0114 Water Main Rev. Dear Mr. Hight, days RECEIVED CITY OF TUKWILA JAN 1 5 MO PERMIT CENTER I am in receipt of letters from Bill Rambo, permit tech, that the above permits will be expiring soon. I am asking for an extension to these permits for the following reasons: 1. There are ongoing owner revisions due to construction inadequacies that need to be resolved and correction comments from Fire will impact the permits. Glycol Room has had a revision resubmittal and has not been re approved. 2. The Can Line 2 and Water Main inspection was dropped by Shasta due to a personnel change, recently impacting call for inspections. 3. There are sequences of projects that need to be completed prior to having final inspections occur due to limitations on space in the facility ( ie build this first and then build the next which takes longer to complete). This has impacted the Can Line 2 and Water Main Revision construction and therefore there was nothing to inspect. Can Line 2 can have inspections called for now. 4. There are on going City concerns that are being addressed delaying construction and inspections. This impacts the Glycol Room from Fire. 5. There are some cost implications of the construction which impact cash flow for construction. I believe these are adequate to allow for the extension of the permits. Sincerely, David Kehle (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com 1916 Bonair Drive S.W. Seattle, WA 98116 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 M19-0010 Glycol Room 1227 Andover Park E Dear Al, RECEIVED CITY OF TUKWILA JAN 14 2020 PERMIT CENTER This is in response to your correction letter #4 dated October 28,2019 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 Mechancial and the final review report reviewing revisions to the drawings and compliance with the IFC code sections. The KHS drawings are correct as submitted so no new sheets are attached. The KHS drawings are referenced in the Bassett report. 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. The Building department comments from Lee were addressed in a meeting with he and I looking at old drawings from KHS. Lee should be ok now. 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 CORRECTION LTR# Encl. Bassett Mechanical Shasta Refrigeration Compliance Audit dated Dec 3, 2019 Bassett Mechanical Shasta Audit Compliance review dated Jan 14, 2020 1916 Bonair Drive S.W. Seattle, WA 98116 MR 0° 1 0 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com City of Tukwila Department of Community Development 12/3/2019 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Permit Application No. M19-0010 SHASTA BEVERAGES, INC - GLYCOL ROOM 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 1/23/2019, 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 COMMENTS OUT and is due to expire on 1/23/2020. 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 ofpermit 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: M19-0010 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development October 28, 2019 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Correction Letter # 4 MECHANICAL Permit Application Number M19-0010 SHASTA BEVERAGES, INC - GLYCOL ROOM - 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: BUILDING - C DEPARTMENT: LEE SIP.E at (206)-431-3656 if you have questions regarding these comments. • Correction #4 additional review fees will be required. 1. Reduced 8 1/2" X 11" sheets, do not match full size set, full size set does not show revisions. 2. Provide list of special inspections required. List of test and certifications required and noted on the plan sheet for the equipment installation, including any building alterations, anchoring, welding, ect. Note: Contingent on response to these corrections, further plan review may request for additional corrections. FIRE - C DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • Still waiting for the engineers' technical report. 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. M19-0010 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development October 03, 2019 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Correction Letter # 3 MECHANICAL Permit Application Number M19-0010 SHASTA BEVERAGES, INC - GLYCOL ROOM - 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: BUILDING - C DEPARTMENT: LEE SIPE at (206)-431-3656 if you have questions regarding these comments. • We are still looking response to these corrections noted below, 1. KHS pipe support plans, need engineer stamp. Engineer calculations are not stamped. Plans and documents shall be stamped, signed, with date of signature by the engineer providing those documents and plans. 2. Clearly specify and show on the plans, property line setbacks, for ventilation opening setback. Note: Contingent on response to these corrections, further plan review may request for additional corrections. FIRE - C DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • FIRE - C [A] 104.7.2 Technical assistance. To determine the acceptability of technologies, processes, products, facilities, materials and uses attending the design, operation or use of a building or premises subject to inspection by the fire code official, the fire code official is authorized to require the owner or owner's authorized agent to provide, without charge to the jurisdiction, a technical opinion and report. The opinion and report shall be prepared by a qualified engineer, specialist, laboratory or fire safety specialty organization acceptable to the fire code official and shall analyze the fire safety properties of the design, operation or use of the building or premises and the facilities and appurtenances situated thereon, to recommend necessary changes. The fire code official is authorized to require design submittals to be prepared by, and bear the stamp of, a registered design professional. The technical report is required to verify and confirm compliance with International Fire Code Section 606 MECHANICAL REFRIGERATION and International Mechanical Code Chapter 11 REFRIGERATION. The report must address systems, storage and quantities of refrigerants, spills and release safeguards and mitigation, leak detection and alarms, ventilation and the room construction of the refrigeration systems room. The letter received from Bassett Mechanical basically references the applicable codes that apply to the project. It is not a technical report of the proposed installation/system. The report is to serve as a "third party review". Basically an approval of what's being proposed with all of the items referenced above and sent previously being specifically addressed and whether they comply with the applicable codes. The review and subsequent report needs to be stamped by the engineer who writes the report. Upon receipt of the report, the fire department review will consist of ensuring that all of the items spelled out in the previous correction letter have been specifically reviewed and a disposition determined on each item. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Please address the comments abo, in an itemized format with applicable revised p....,s, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications ancUor other documentation be resubmitted with the appropriate revision block. 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, C, er.fr(lat K ndace Nichols Permit Technician File No. M19-0010 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 4". david keh e September 18, 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, 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. There was another Correction letter #2 dated August 23. I also had sent you a comment letter where the references to the code section were outlined on the drawings. Subsequent you have requested a technical assistance report form a PE stamped report. Bassett Mechanical has prepared the report being the engineer of record and explaining the code standards and how they are met. These are to be reviewed in conjunction with the stamped plans. 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. Encl. Bassett Mechanical technical report dated Sept 5, 2019 1916 Bonair Drive S.W. Seatl-le, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com � NIECHANTICAL 'n1,7°=TING - E"EER°- WTAL°°m^TM'=°M Creating Customers for Life � September 5,2019 Mr. Lee Sipe Mr. Al Metzler City ofTukwila 63O0SouthcenterBlvd, SuitelOO Tukwila, WA 98188 Dear Mr. Sipe and Mr. Metzler KHShired Bassett Mechanical to be the engineer of record for the Shasta -Tukwila refrigeration system. The refrigeration design Bassett Mechanical followed isthe latest International Institute ofAmmonia Refrigeration Standard IIAR-2 2014 Standard for Safe Design of Closed -Circuit Ammonia Refrigeration Systems. IIAR-2 is also considered by OSHA to be Regarded and Generally Accepted Good Engineering Practice (R4GAGEP)for ammonia installations. The 2015 International Mechanical Code as per section IMC 1101.6 states that ASHRAE 15 and IIAR-2 shall be followed. The 2015 International Fire Code section 606.12.1 states that IIAR-2 shall be followed for system design and installation -refrigerating systems. Further the |FCrequires that ||AR-7 be used for developing the operation procedures. Please note that the 2019- ASHRAE 15 now refers to IIAR-2 for all ammonia refrigeration system related applications and system design. Please also note that IIAR-2 does not require the EPCS or diffusion systems as a normative requirement. The preferred method ofdischarge for ammonia relief piping isatmospheric when it isnot anoff-site hazard. The following most current standards were also identified and specified for the installation, ANSI/IIAR-1 2017 Definitions This standard isaunified set cfdefinitions for use inthe ||AAStandards. ANSV||AR'] 2017Ammonia Refrigeration Valves This standard is intended to be a performance standard for manufacturers to ensure the product integrity of ammonia refrigeration valves and strainers. KAUKAUwv(HQ) mmWAUKEE MAoISOm WAUSAU 12e*'wnd Ave, W1 36 w482^onmwCreek Dr. ^woSuite oStewart Ave. Kaukauna, Wl 54130 Menomonee Falls. Wl 53051 Madison, Wl 53718 Wausau, W1 5"01 920.759,2500 414.536.3500 508,838.6362 715,298.2921 wwwBassettMechanical,com ..o ANSI/IIAR-4 2015 Installation of Closed -Circuit Ammonia Refrigeration This standard defines the appropriate installation procedures for equipment and systems. The standard also covers the required testing of ammonia refrigeration systems. ANSI/IIAR-5 2013 Start-up and Commissioning of Closed -Circuit Ammonia Refrigeration Systems This standard specifies the criteria and procedures for the start-up and commissioning of closed-circuit ammonia mechanical refrigerating systems. ANSI/ASME 2016 B31.5 Refrigeration Piping This code was used as it identifies the proper pipe type, welding procedures, system pressure testing, inspection and heat transfer equipment specification for an ammonia refrigerating system. ASME Boiler and Pressure Vessel Code, Section VIII, Division 1, 2017 This code specifies the criteria for the pressure vessels installed in an ammonia refrigerating system. The system charge is expected to be 3500 lbs. The actual ammonia charge will be documented at the time of charging by the installing contractor. Bassett Mechanical is not the engineer of record or installer of the required ventilation and ammonia detection systems; structural design and support systems; room construction; plumbing systems including eyewash, shower, and spill containment; fire sprinkler system; electrical and controls systems, including remote shutdown systems. Bassett Mechanical is the not the contractor performing the refrigeration system installation/charging/start-up. It is Bassett Mechanical's understanding that additional ammonia, other than the actual system charge, will not be stored at the facility. Please let me know if you have any questions or concerns. Best Regards, Dave Schaefer, PE, LEE AP Chief Engineer City of Tukwila Department of Community Development August 23, 2019 DAVID KEHLE 1916 BONAIR DR SW SEA I-1 LE, WA 98116 RE: Correction Letter # 2 MECHANICAL Permit Application Number M19-0010 SHASTA BEVERAGES, INC - GLYCOL ROOM - 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: BUILDING DEPARTMENT: LEE SIPE at (206)-431-3656 if you have questions regarding these comments. • Per cover letter, indicated plans were clouded and revised. there is not any revisions or clouds shown on plans 1. Provide list of special inspections required. List of test and certifications required and noted on the plan sheet for the equipment installation, including any building alterations, anchoring, welding, ect. 2. KHS pipe support plans, need engineer stamp. Engineer calculations are not stamped. Plans and documents shall be stamped, signed, with date of signature by the engineer providing those documents and plans. 3. Clearly specify and show on the plans, property line setbacks, for ventilation opening setback. Note: Contingent on response to these corrections, further plan review may request for additional corrections. FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • [A] 104.7.2 Technical assistance. To determine the acceptability of technologies, processes, products, facilities, materials and uses attending the design, operation or use of a building or premises subject to inspection by the fire code official, the fire code official is authorized to require the owner or owner's authorized agent to provide, without charge to the jurisdiction, a technical opinion and report. The opinion and report shall be prepared by a qualified engineer, specialist, laboratory or fire safety specialty organization acceptable to the fire code official and shall analyze the fire safety properties of the design, operation or use of the building or premises and the facilities and appurtenances situated thereon, to recommend necessary changes. The fire code official is authorized to require design submittals to be prepared by, and bear the stamp of, a registered design professional. The technical report is required to verify and confirm compliance with International Fire Code Section 606 MECHANICAL REFRIGERATION and International Mechanical Code Chapter 11 REFRIGERATION. The report must address systems, storage and quantities of refrigerants, spills and release safeguards and mitigation, leak detection and alarms, ventilation and the room construction of the refrigeration systems room. 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 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. M19-0010 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 david kehle -112-c City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn; Mr. Alan Johannessen RE: Shasta Beverage M19-0010 Glycol Room 1227 Andover Park E Dear Allen, There was a correction letter 1 dated March 05, 2019 on the above mechanical permit that was submitted by the mechanical contractor, KHS which was an early submittal with things having been changed. We have submitted for a building permit for the room D19-0171, Plumbing and Gas PG19-0075, Electrical EL19-0449 and M19-0089. KHS has revised their drawings to coordinate with the latest layout and room layout. The drawings are stamped, clouded and rev number on the revised sheets. I have attached a correction intake form. Building M Department: 1. The revised plans for the building room enclosure are submitted under D19-0171 and these Mechanical drawings reflect that configuration. See attached cover letter from KHS. 2. The ventilation drawings and specifications are shown under M19-0089 submitted to the city. Fire M Department (Al Metzler 1. Al has been working closely with Shasta on all of the fire comments for the plant including sprinklers, haz. materials, etc. I believe that these revised drawings from KHS along with the other permits for the Glycol room will be sufficient to release the mechanical permit. If you have any other concerns or comments, please let me know. RECEIVED CITY OF TUKWILA David Kehle 1916 Bonair Drive S.W. Seattle, WA 98116 CORRECTION LTR# ici--oo o JUL 25 2019 PERMIT CENTER (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com Bill Ris:mbo From: dkeh|e@d Sent: Thursday, July 25, 2019 ]i)5 PM To: Bill Rambo Subject: M19-0010 Bill, As per your request from today's resubmittal, please revise the contact person to me, David Kehle, on a; y future comments, etc. Thanks for taking itin. Dave CAUTIC-N: This email originated from outside the City of Tukwila network. Please DO NOT open attachm-..nts or click links from anunknown orsuspicious origin. * nECEIVED CITY OF TUKWILA JUL��=��^� �� ���� PERMIT CENTER r fA� City of Tukwila Department of Community Development March 05, 2019 JOHN HAYES 200 HONEYVIEW ACRES SPEEDWELL, TN 37870 RE: Correction Letter # 1 MECHANICAL Permit Application Number M19-0010 SHASTA BEVERAGE - 1227 ANDOVER PARK E Dear JOHN HAYES, 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: BUILDING - M DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMI I IALS: (Min. size 11x17 to a preferably maximum size of24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications", prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. It has been brought to my attention that after observations of the facility by building officials, the area or room in which this equipment is to be installed is not consistent with the plans and information provided. Provided revised "engineered" plans with that are consistent with the room layout and how the equipment shall be installed. Provide special inspections required and noted on the plan sheet for the equipment installation, including any building alterations. Show the installation of the tanks with the contents are in compliance with the current 2015 IBC for containment of hazardous materials. Include notes for the ammonia/glycol indicating the quantities stored at different locations with total quantities in the room/area it is located. Plans and documents shall be stamped, signed, with date of signature by the engineer providing those documents and plans. 2. Clearly specify and show on the plans, required ventilation for this area and how ventilation shall be provided and exhausted in an approved location. Note: Contingent on response to these corrections, further plan review may request for additional corrections. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 FIRE - M DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. Comply with building department review corrections dated 02/20/2019. Fire review will take place when corrections have been addressed. 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. 1 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. Jazzel Salazar Permit Technician File No. M 19-0010 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PENE cooCO PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0010 DATE: 002/2020 PROJECT NAME: SHASTA BEVERAGES, INC- GLYCOL ROOM SITE ADDRESS: 1227 ANDOVER PARK E Original Plan Submittal X Response to Correction Letter # _5 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural L Planning Division Permit Coordinator Ezi PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 03/17/20 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: Approved with Conditions Denied (ie: Zoning Issues Notation: n 04/28/20 Fire Fees Apply REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire Ej Ping D PW Staff Initials; 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0010 DATE: 01/1412_020 PROJECT NAME: SHASTA BEVERAGES, INC — GLYCOL ROOM SITE ADDRESS: 1227 ANDOVER PARK E Original Plan Submittal Response to Correction Letter Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 1. Ob. ng Division Public Works Fire Prevention Structural Planning Division Permit Coordinator 11111 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 01/16/20 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews DUE DATE: Approved with Conditions Denied (ie: zoning Issues) 02127/20 Fire Fees Apply Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 10 2A312-1) 1411" Departments issued corrections: Bldg D Fire Ping L1 PW D staff initials: 12/18/2013 bat P7!"-WFT C FID TRI:13 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0010 DATE: ion tam PROJECT NAME: SHASTA BEVERAGES INC - GLYCOL ROOM 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 Fire P evention Structural Planning Division Permit Coordinator LI PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 10/15/19 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE 11/12/2019 Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: DATE: Fire Ping 0 PW 0 Staff Initials: 12/18/2013 5ERMIT COORD COPY ° PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0010 DATE: 9/19/2019 PROJECT NAME: SHASTA BEVERAGE, INC - GLYCOLIROOM SITE ADDRESS: 1227 ANDOVER PARK E Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: WIN:1111* ilding Division imm Public Works A Fire Prevention Structural Planning Division Permit Coordinator C • PRELIMINARY REVIEW: DATE: 09/24/19 Not Applicable Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/22/2019 Approved Corrections Required 1-1 r Approved with Conditions Denied (corrections entered in Reviews) (le: Zoning Issues) LI P Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAI Departments issued corrections: Bldg Fire Ping PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0010 DATE: 07/25/19 PROJECT NAME: SHASTA BEVERAGES, INC - GLYCOL ROOM SITE ADDRESS: 1227 ANDOVER PARK E Original Plan Submittal X Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: /t) Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 07/30/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews)(ie: Zoning Issues DUE DATE: 08/27 9 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire /Ping Lill PW Staff Initials: 12/18/2013 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0010 PROJECT NAME: SHASTA BEVERAGE SITE ADDRESS: 1227 ANDOVER PARK E X Original Plan Submittal Response to Correction Le Revision # DATE: 1/23/19 Revision # before Permit Issued after Permit Issued DEPARTMFATTc. kr COWRI Building Division Public Works n NA coo. 2419 Fire Prevention Structural n Planning Division Permit Coordinator n u PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 1/24/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: DUE DATE: 2/21/19 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: - kg Departments issued corrections: Bldg Fire Ping PW El Staff Initials: -\•C 12/18/2013 0 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: & Plan Check/Permit Number: M19-0010 111 Response to Incomplete Letter # Response to Correction Letter # 5 fl Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner 11 Deferred Submittal # Project Name: Shasta Beverages, Inc — Glycol Room Project Address: 1227 Andover Park E Contact Perso25Q 5SF Summary of Revision: 6Mitric44dp (4151- 4430 tx301,4-16-a)(144c7 RECEIVED r:LTV OF TUKWILA MAR 1 2 2020 i•JERMIT CENTER Phone Number:Z33S4j f(tc1,15021 Sheet Number(s): 3 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: lyj Entered in TRAKiT on CAUsersthill-r\Deslctopaevision 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: 01114) I/000 Plan Check/Permit Number: M19-0010 fl Response to Incomplete Letter # Response to Correction Letter # 4 1] Revision # after Permit is Issued 11 Revision requested by a City Building Inspector or Plans Examiner 111 Deferred Submittal # Project Name: Shasta Beverages, Inc — Glycol Room Project Address: 1227 Andover Park E Contact Person: aft49 Summary of Revision:4i, Nros----- totpucc iekto-r Vbizot tz 5Y-iStir evrieLv3Nte a-ves 6 t 41_1(;), EVE EKpcx5 Phone Number: /tati 45 3 -2;qq-1- RECEIVE'C" CITY OF TUKINIL JAN 1 4 2020 RMIT CENTEF Sheet Number(s): A "Cloud" or highlight all areas of revision including date o revisio Received at the City of Tukwila Permit Center by: Entered in TRAKiT on C:\Users\bill-r\Desktop\Revision Submittal Form.doc • . -,„ City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: M19-00 10 O Response to Incomplete Letter # RECEIVED • Response to Correction Letter # 3 CITY OF TUKWILA Revision # before Permit is Issued O Revision # after Permit is Issued E] Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # OCT 1 1 2019 PERMIT CENTER Project Name: Shasta Beverages, Inc — Glycol Room Project Address: 1227 Andover Park E Contact Person: Goo &wok Summary of Revision: 1/EZ 1;e 14 ftbvio mom Phone Number:V*1433 t. % g V. eu4x/144 Lrt. %oxf -ro ficem-IY 1,144e°7 rius it36ro4 I4bLVeftrr Sheet Number(s): 4r) 1 II* g paefr 1,64 1.1 "Cloud" or highlight all aJeas of revision inc uding dath of revision Received at the City of Tukwila Permit Cente Entered in TRAKiT on 10 I" WARemnt Center (Rachelle)'Kandace - Revision Submittal Form.doc „ . Date: 1119 (e( 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 ChecWPermit Number: M19-0010 0 Response to Incomplete Letter # Response to Correction Letter # 2 O Revision # after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner • Deferred Submittal # RECEIVED CITY OF TUKWILA SEP 19 2019 PERMIT CENTER Project Name: Shasta Beverages, Inc — Glycol room Project Address: 1227 Andover park e Contact Person12\il0 tefailE Phone Number: It 424:57 -3144— Summary of Revision: TkrActi.ro (fize Sheet Number(s): kakt•*62-t "Cloud" or highlight all areas of revision including date of evision Received at the City of Tukwila Permit Center by: rg:1 Entered in TRAKiT on CY- / / 9 awidete}i„d(c)- Date: (7.) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://w).kw.TulovilaWA.2ov REVISION SUBMITTAL 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: Oa Response to Incomplete Letter # Response to Correction Letter # 1 Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: Project Address: ite Contact Person: apet2446 09ttA liko-tet 444:04262:VOK. Summary of Revision: Iiatitacci 4ee Fef:09s Phone Number: RECEIVED CITY OF TUKWILA JUL 7 5 2[19 PERMIT CENTER Sheet Number(s): 4eclg "Cloud" or highlight all areas of revision including date o rev Received at the City of Tukwila Permit Center by: — Entered in TRAKiT on WAPermit Ccoter5Templates \ FormslRevision Submittal Form doc Revised! August 2015 CM- OF TL I7LA Department of Community Development 63ooSouthc .nterbomderrnd, llrkuila, 14:•1 98186 Telephone:(o6)_;31-36-•o1:1\'(ao6).t31-,:36& �kFIDAVIT IN LIEU OF CONTRA STATE OF WASHINGTON) COUNTY OF KING Permit Cenneri Building Division 2o4 431-s;6 u 1'ahlir tVorks Department 206.l -o1'9 Planning Division =W 431-367o OR REGISTRATION , states as follows: PERMIT NO: L '"r 1D [please print name] I have made application fora permit from the City of Tukwila, Washington. 1 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 Odle 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 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify eitherthat the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. 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 18.27.090, I consider the work authorized under this permit to be exempt under number and -will therefort' not be performed by a registered contractor. 3. 1 understand that the licensing provision of R(_1N 19,28.161 through 19.28.271 shall not apply to petsons making electrical: installations on their owls property or to regularly 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. nderstand that I may be waiving certain rights that I might outer s+ise have under state law in any decision 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. )urtherrrmore, I understand that I may be waiving certain rights that I might otherwise have under state law in anycisi to engage an unregistered contractor to perform construction work. (�jriner/Owner's Agent' Sigted date: clay of 3 4 7 88 5- anonal e)erage 6orr. G77//, P.O. BOX 7000 1215 HYLAND AVENUE KAUKAUNA, WI 54130 920-759-2500 COD E (DD. DANCE Mg 01 2E20 City of Tukwila BU1LDNG DVOON RECEIVED CITY OF TUKWILA JUL 25 2019 PERMIT CENTER CORRE -PON RECEIVED ILTRIL CITY OF TUKWI A JUL 25 2019 rt 6[0, 00 0 PERMIT CENTER L 5 THIS DRAWING AND THE DATA SHOWN THEREON ARE PROPRIETARY AND CONFIDENTIAL AND ARE NOT TO BE USED NOR REPRODUCED FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF KHS, INC. KHS S, I \C, WAU,KIS A, WI 4 CUSTOMER INFO: ASTA 1227 ANDOVER PARK E TUKWILA, WA 98188 TITLE: PAC PROJECT: 6935 DESC: AV VO \ AP 0 \ - CONSTRUCTION AB 6/7/19 MACHINE TYPE REFRIGERATION SCALE. NTS DATE: 6/7/19 SIZE: DWG' NO: 8 8 5 P REV. ECN # — CHANGE NAME DATE 5 RELEASE LEVEL: CONSTRUCTION DR BY. AB APP: DJS REF: SHT. 1 OF: 14 88 5-P 18815 - PID Drawing Index Sheet Drawing Title 1 of 14 Cover Page 2 of 14 Drawing Index and Notes 3 of 14 Equipment Schedule 4 of 14 Legends and Symbols 5 of 14 Block Flow Diagram 6 of 14 Compressors 7 of 14 Condensers 8 of 14 Receiver and Auto Purger 9 of 14 Chiller 10 of 14 Isometric Relief System 11 of 14 Detail Sheet 12 of 14 Refrigeration Pping Spec. 13 of 14 Refrigeration Insulation Spec. 14 of 14 Refrigeration Safety Systems Spec. FACILITY LOCATION ADDRESS 1227 ANDOVER PARK E TUKWILA, WA 98188 GPS COORDINATES (LAT/LONG) 47.488 N 122.2431 W ASHRAE DESIGN CONDITIONS (20YR) DRY AND WET BULB DESIGN TEMP. 101°F db 76.4°F wb LOCATION OF DESIGN CONDITIONS SEATTLE-TACOMA INTERNATIONAL AIRPORT GPS COORDINATES (LAT/LONG) 47A'l'I N 122.314 W ELEVATION 370 FT STANDARD PRESSURE AT ELEVATION 14.5 PSI PROJECTD E S C RI PT I 0 N (ORDER CONFIRMATION NO.: 0C2018 2274 01) CODES & STANDARDS THE WORK SHOWN ON THESE DRAWINGS WILL COMPLY WITH THE CURRENT EDITION AND APPLICABLE CODES, ORDINANCES, REGULATIONS, AND REQUIREMENTS OF THE LOCAL, COUNTY, STATE AND NATIONAL BODIES HAVING JURISDICTION. SPECIAL ATTENTION IS DIRECTED TO, BUT NOT LIMITED TO THE FOLLOWING: ANSI/IIAR 1 - 2017 - DEFINITION - TERMINOLOGY USED IN IIAR STANDARDS ANSI/IIAR 2 - 2014 - STANDARD FOR SAFE DESIGN OF CLOSED-CIRCUIT AMMONIA REFRIGERATION SYSTEMS ANSI/IIAR 3 - 2017 - AMMONIA REFRIGERATION VALVE ANSI/IIAR 4 - 2015 - INSTALLATION OF CLOSED-CIRCUIT AMMONIA REFRIGERATION ANSI/IIAR 5 - 2013 - START-UP + COMMISSIONING OF CLOSED-CIRCUIT AMMONIA REFRIGERATION SYSTEMS ANSI/ B31.5 - 2016 - REFRIGERATION PIPING. ASME BOILER AND PRESSURE VESSEL CODE, SECTION VIII, DIVISION 1, 2017. ANSI/IIAR 7 - DEVELOPING OPERATING PROCEDURES FOR CLOSED - CIRCUIT AMMONIA REFRIGERATION SYSTEMS C. :1 ASION PROJECT TO SUPPLY EQUIPMENT AND INSTALLATION TO REPLACE THE EXISTING PLANT INFRASTRUCTURE TO SUPPORT THE OPERATION OF A NEW CAN LINE; AS WELL AS EXISTING LINES. SCOPE OF SUPPLY INCLUDES AN AMMONIA/GLYCOL CHILLING SYSTEM TO MEET THE GLYCOL SUPPLY REQUIREMENTS FOR THREE (3) FILLING MACHINES; 1. NEW CAN LINE: CL-1 1,500 CANS PER MINUTE WITH REFRIGERATION LOAD OF 205 TR. 2. EXISTING CAN LINE: CL-2 1,200 CANS PER MINUTE WITH REFRIGERATION LOAD OF 164.2 TR. 3. EXISTING BOTTLE LINE: BL-1 120 BOTTLE PER MINUTE WITH REFRIGERATION LOAD OF 92 TR. PROJECT INCLUDES SUPPLY AND INSTALLATION OF TWO (2) NEW VILTER VMC 4516XL RECIPROCATING COMPRESSORS AND RELOCATION OF AN EXISTING VILTER VMC 448 RECIPROCATING COMPRESSOR WITH ALL ASSOCIATED PIPING, VALVES AND CONTROLS. NEW EQUIPMENT ALSO INCLUDES A NEW EVAPCO EVAPORATIVE CONDENSER WITH PLATFORM FOR OUTDOOR INSTALLATION ADJACENT TO THE NEWLY CONSTRUCTED MACHINE ROOM. THERE WILL ALSO BE A NEW VESSEL INSTALLED TO FUNCTION AS THE HIGH PRESSURE RECEIVED RECEIVER (HPR). A CHILLER PACKAGE FEATURING A HORIZONTAL SURGE VESSEL WITH A PLATE AND SHELL HEAT EXCHANGER FOR THE AMMONIA/GLYCOL HEAT TRANSFER. SYSTEM WILL RECEIVE A NEW AUTO PURGER, LEAK DETECTION SYSTEM AND REFRIGERATIOIT+� F T 9L SYSTEM CONTROL. .JUL 252019 BAS ,IT 11I:LI IANKC ::\1 P.O. BOX 7000 1215 HYLAND AVENUE KAUKAUNA, WI 54130 920-759-2500 PERMIT CENTER 6 THIS DRAWING AND THE DATA SHOWN THEREON ARE PROPRIETARY AND CONFIDENTIAL AND ARE NOT TO BE USED NOR REPRODUCED FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF KHS, INC. KHS S. INC. WAU IS A, WI 4 CUSTOMER INFO: S ASTA 1227 ANDOVER PARK E TUKWILA, WA 98188 1TLE:: DRAW \G D EX \0 -S PROJECT: 6935 DESC: A V V 0\ A R R G ERA` 0 REV. CONSTRUCTION ECN # - CHANGE AB NAME 6/7/19 DATE MACHINE TYPE REFRIGERATION SCALE: NTS RELEASE LEVEL: PRELIMINARY DATE 6/7/19 SIZE: 8 DR BY AB DWG NO: APP: DJS 188 5 P REF. 7 SHT: 2 OF 14 0 1 2 3 6 7 885-PD AMMONIA REFRIGERATION SYSTEM EQUIPMENT Component Tag ID Component Description Function of component in System Manufacturer's Part Number Installation. Location KHS Part Number Motor HP Electrical Requirements Compressors CN-4101 8-cyl Reciprocating Ammonia Compressor, VMC 458XL Rated for 181 TR capacity @ 30°F suction/ 95°F condensing Al2KX458XLBT1WJY Machine Room 68402-02-003-06A 40 HP 4-80/3/60 CN-4102 16-cyl Reciprocating Ammonia Compressor, VMC 4516XL Rated for 361.4TR capacity @ 30°F suction/ 95°F condensing Al2KX4516XLBT1WDY Machine Room 684-02-02-003-04A 300 HP 480/3/60 CN-4103 16-cyl Reciprocating Ammonia Compressor, VMC 4516XL Rated for 361.4TR capacity @ 30°F suction/ 95°F condensing Al2KX4516XLBT1WDY Machine Room 684-02-02-003-04A 300 HP 480/3/60 Condenser EC-4301 Evaporative Condenser, EVAPCO ATC Ammonia refrigeration system condenser rated for 620 TR capacity @ 30°F suction/ 95°F condensing ATC-642E Outdoors on elevated platform 684-02-03-005-OOA . 20 HP/7.5HP 460/3/60 Vessels VHPR 4201 Vertical High Pressure Receiver, 42" OD x 144" OAL, ASME 250 PSIG DWP @ - 20°F to +300°F. 1/16" Corrosion Allow. System receiver for all ammonia liquid. VHPR-42-144 Machine Room 684-02-07-001-14A I [ I SD-4001 Horizontal Surge Vessel, 54"OD x 180 -20°F OAL, ASME 250 PSIG DWP @ -20 F to +300°F. No Corrosion Allowance. Surge vessel to supply liquid ammonia to HX-4001 and separation of liquid/vapor ammonia for return to the dry HSS header. Custom Vessel Machine Room 684-02-07-001-10A OP-4002 Oil Pot 8" OD x 36", ASME -50°F@ 400 PSIG Oil Pot for Chiller Surge Vessel and HX-4001 8PC Beneath Chiller 684-02-07-001-15A OP-4202 Oil Pot 8" OD x 36", ASME -50°F@ 400 PSIG Oil Pot for VHPR 8PC Beneath VHPR 684-02-07-001-15A OS-4101 Oil Separator, 24" OD x 32" OAL, Oil separatorforCN-4101 Vilter 24" Super Separator Above CN-4101 684-02-02-003-05A OS-4102 Oil Separator, 24" OD x 32" OAL, Oil separator for CN-4102 Vilter 24" Super Separator Above CN-4102 684-02-02-003-05A OS-4103 Oil Separator, 24" OD x 32" OAL, Oil separator for CN-4103 Vilter 24" Super Separator Above CN-4103 684-02-02-003-05A Heat Exchanger HX-4001 Flooded Ammonia:Glycol Welded Plate& Shell HX Rated for 459TR @ 29°F suction temperature. Evaporation of ammonia liquid chills the glycol return from the glycol pump skid and returns it to the cold glycol supply header. PSHE 9HA-424/2/1 Below Glycol Chiller package surge vessel 684-02-06-008-05A Liquid Ammonia Pump UP-4201 Ammonia liquid pump, Teikoku Pump to allow system quick start when a low head pressure situation exists and HPL does not flow to the chiller package. R42-216F4AM-0204S1-A Liquid outlet of HPR 684-00-01-764-99A 2 HP 280/46060Hz Control Valves n SV-4202 King Valve Emergency valve that when de -energized will close 100% and prevent any liquid ammonia from flowing into the system. HS4A-ST, 3" port, 3" WN w/ dose coupled strainer HPL Liquid Outlet 684-01-01-103-97A 24VDC n AV-4001 1" Port, Motorized Control Valve Expansion valve for HPL liquid to the chiller surge vessel. Sealed motor valve with valve positions feedback indicator (VPIF). MCR251"port, SW flange 1.25", 75-1332 actuator kit HPL valve train to chiller surge vessel 684-01-02-184-96A 24VDC AV-4002 1" Port, Motorized Control Valve Expansion valve for HPL liquid to the chiller surge vessel. Sealed motor valve with valve positions feedback indicator (VPIF). MCR25 1"port, SW flange 1.25", 75-1332 actuator kit HPL valve train to chiller surge vessel 684-01-02-184-96A 24VDC PRV-4201 2" Port, Pneumatic Pressure Regulating Valve Control valve for false load line to chiller surge vessel. Valve regulates outlet pressure to desired surge drum pressure and allows the temperature of evaporation to be adjusted by PLC. Baumann 24588SVF valve with a size 54 actuator Machine Room in false load pipe from top of VHPR to chiller surge vessel. 685-92-70-001-24A 24VDC SV-4001 2.5" Port, Solenoid Valve Positive shut-off valve for HPL liquid makeup to chiller surge vessel. HS4A-ST, 2.5" port, with close coupled strainer HPL liquid makeup valve train 685-81-69-001-47A 24VDC SV-4002 2.5" Port, Solenoid Valve Positive shut-off valve for HPL liquid makeup to chiller surge vessel. HS4A-ST, 2.5" port, with close coupled strainer HPL liquid makeup valve train 685-81-69-001-47A 24VDC SV-4203 1/2" Port, Solenoid Valve Positive shut-off valve for liquid return from ammonia liquid pump, UP-4201 HS8A-ST, 1/2" port with 1/2" sw flange and strainer Control valve in liquid return line from UP-4201 684-01-01-003-43A 24VDC SV-4101 3/4" Port, Solenoid Valve Control valve forAuto-Purger, AP-4101, suction line connection HS7-ST, 3/4" port with close coupled strainer On HSS header connection to AP-4101 684-01-01-103-98A 115 VAC SV-4102 1/2" Port, Solenoid Valve Control valve for Auto -Purger, AP-4101, liquid line connection HS8A-ST, 1/2" port with 1/2" sw flange and strainer On HPL header connection to AP-4101 684-01-01-003-43A 115 VAC SV-4203 1/2" Port, Solenoid Valve Control valve for ammonia pump liquid return HS8A-ST, 1/2" port with 1/2" sw flange and strainer On UP-4101 liquid return to VHPR 684-01-01-003-43A 24VDC SV-4303 1/2" Port, Solenoid Valve Control valve for condenser outlet purge point HS8A-ST, 1/2" port with 1/2" sw flange and strainer On condenser CD before angle isolation valve 684-01-01-003-43A 115 VAC SV-4304 1/2" Port, Solenoid Valve Control valve for condenser outlet purge point HS8A-ST, 1/2" port with 1/2" sw flange and strainer On condenser CD before angle isolation valve 684-01-01-003-43A 115 VAC Refrigeration Specialties LS-4001 Liquid level float switch on vessel level column Sends signal when liquid level in chiller surge vessel is at low level condition. Hansen HLL Low level cutout on chiller surge vessel 684-01-01-151-53A 120VAC 0 LS-4002 Liquid level float switch on vessel level column Sends signal when liquid level in chiller surge vessel is at high level condition. Hansen HLL High level cutout on chiller surge vessel 684-01-01-151-53A 120VAC U level float level liquid level in VHPR is high level LS-4201 Liquid switch on vessel column Sends signal when at condition. Hansen HLL High level cutout on VHPR 684-01-01-151-53A 120VAC LS-4202 Liquid level float switch on vessel level column _Sends signal when liquid level in VHPR is at low level condition. Hansen HLL Low level cutout on VHPR 684-01-01-151-53A 120VAC Emergency Pressure Relief Valves Component Tag ID Component Description Function of component in System Manufacturer's Part Number Installation Location KHS Part Number Additional Notes ERV-4001 Emergency pressure relief on SD-4001 Emergency relief protection for SD-4001 Cyrus Shank 805R @ 250psi SD-4001 top of vessel 684-01-01-135-59A ERV-4002 Emergency pressure relief on SD-4001 Emergency relief protection for SD-4001 Cyrus Shank 805R @ 250psi SD-4001 top of vessel 684-01-01-135-59A ERV-4003 Emergency pressure relief on OP-4002 Emergency relief protection for OP-4002, single relief Cyrus Shank 800 @ 250psi OP-4002 top of vessel Included with oil pot ERV-4101 Emergency pressure relief on oil separator on CN-4101 Emergency relief protection for CN-4101, dual kit Cyrus Shank 800 @ 250psi CN-4101 oil separator HSD outlet 684-01-01-146-96A ERV-4102 Emergency pressure relief on oil separator on CN-4101 Emergency relief protection for CN-4101 Cyrus Shank 800 @ 250psi CN-4101 oil separator HSD outlet 684-01-01-146-96A ERV-4103 Emergency pressure relief on oil separator on CN-4102 Emergency relief protection for CN-4102, dual kit Cyrus Shank 800 @ 250psi CN-4102 oil separator HSD outlet 684-01-01-146-97A REcFIOIE ERV-4104 Emergency pressure relief on oil separator on CN-4102 Emergency relief protection for CN-4102, dual kit Cyrus Shank 800 @ 250psi CN-4102 oil separator HSD outlet 684-01-01-146-97A CITY TUKWILA IL ERV-4105 Emergency pressure relief on oil separator on CN-4103 Emergency relief protection for CN-4103, dual kit Cyrus Shank 800 @ 250psi CN-4103 oil separator HSD outlet 684-01-01-146-97A 5 , ERV-4106 Emergency pressure relief on oil separator on CN-4103 Emergency relief protection for CN-4103, dual kit Cyrus Shank 800 @ 250psi CN-4103 oil separator HSD outlet 684-01-01-146-97A JL ` ERV-4201 Emergency pressure relief on VHPR-4201 Emergency relief protection for VHPR-4201, dual kit Cyrus Shank 812 @ 250psi VHPR-4201 top of vessel 684-01-01-135-59A ER#T EER ERV-4202 Emergency pressure relief on VHPR-4201. Emergency relief protection for VHPR-4201, dual kit Cyrus Shank 812 @ 250psi VHPR-4201 top of vessel 684-01-01-135-59A Piq ERV-4203 Emergency pressure relief on OP-4202 Emergency relief protection for OP-4002, single relief Cyrus Shank 800 @ 250psi OP-4202top of vessel Included with oil pot ,ODE C "tl APPRO4 i>rafCC 7 — = — — THIS DRAWING AND THE DATA SHOWN THEREON ARE MAY 01 " 0 6 — — PROPRIETARY AND CONFIDENTIAL AND ARE NOT TO BE USED NOR REPRODUCED FOR ANY PURPOSE WITHOUT THE A KHS K — S, I \ C. WAU /�S-A WI 5 — — EXPRESSED WRITTEN CONSENT OF KHS, INC,City of F oi� 1 r,1 .,�qa, ,, aiia Igll CUSTOMER INFO: TITLE. .. 4 — PvE\ SC--D _ 3. = S—ASTA -Q 0 8C�_- ® � '� P.O. BOX7000 1215 HYLAND AVENUE 3 _ — 1227 ANDOVER PARK E °ESA _ _ n — �� � ;� � , , ; �� KAUKAUNA, wl 54130 920-759-2500 2 — _ TUKWILA, WA 98188 AV V 0\ A R-- R 1-RA� 0\ -09� 4, PROJECT 6935 SIZE. DWG NO: � �N� c �'��f- Ci��k ,! a" "/ N11X i-i Nti s M1IhhCD( Q C�NSTRIJCTIC?N AB 6 7 19 / / MACHINE TYPE. REFRIGERATION SCALE. NTH DATE. 6�7�19 g 88' J Q 4/-, 1t9 ��"' F�"�"" � REV. ECN # CHANGE NAME DATE RELEASE LEVEL: PRELIMINARY DR 3Y' AB APP; DJS REF. — SHT 3 of 14 Q 0 2 3 / 5 6 7 88 P LINE DESIGNATIONS CD - CONDENSER DRAIN CTWR - COOLING TOWER WATER RETURN CTWS - COOLING TOWER WATER SUPPLY CWR - COOLING WATER RETURN CWS - COOLING WATER SUPPLY EQ - EQUALIZER ERV - EMERGENCY RELIEF VENT HGD - HIGH GAS DISCHARGE HPL - HIGH PRESSURE LIQUID HSD - HIGH STAGE DISCHARGE HSS - HIGH STAGE SUCTION HTL - HIGH TEMPERATURE LIQUID FCV - FLOW CONTROL VALVE FG - FOUL GAS FL - FALSE LOAD GS - GLYCOL SUPPLY GR - GLYCOL RETURN LT - LIQUID TRANSFER LSL - LOW PRESSURE LIQUID LPG - LOW PRESSURE GAS OD - OIL DRAIN RV - RELIEF VENT RL - RELIEF LIQUID INSTRUMENTATION & EQUIPMENT AS - AMMONIA SENSOR AV - AUTOMATED VALVE CD - CONDENSER CM - COMPRESSOR FI - FLOW INDICATOR / GAUGE FS - FLOW SWITCH / SENSOR FT - FLOW TRANSMITTER GV - GAUGE VALVE HX - HEAT EXCHANGER LI - LEVEL INDICATOR / GAUGE LS - LEVEL SWITCH / SENSOR LT - LEVEL TRANSMITTER MV - MANUAL VALVE P - PUMP PI - PRESSURE INDICATOR / GAUGE PIT - PRESSURE INDICATING TRANSMITTER PS - PRESSURE SWITCH / SENSOR PT - PRESSURE TRANSMITTER RV - RELIEF VALVE ST - STRAINER SV - SOLENOID VALVE T- TANK TI - TEMPERATURE INDICATOR / GAUGE TS - TEMPERATURE SWITCH / SENSOR TT - TEMPERATURE TRANSMITTER TIT - TEMPERATURE INDICATING TRANSMITTER VFD - VARIABLE FREQUENCY DRIVE XS - MISC. SENSOR / SWITCH CONTROLS LLA - LOW LEVEL ALARM HLA - HIGH LEVEL ALARM HLCO - HIGH LEVEL CUT OUT LLCO - LOW LEVEL CUT OUT PLC - PROGRAMMABLE LOGIC CONTROLLER RCS - REFRIGERATION CONTROL SYSTEM GM - GAS MONITOR AMMONIA DETECTION SYSTEM GHq As BAS EII .; 7/ P.O. BOX 7000 1215 HYLAND AVENUE KAUKAUNA, WI 54130 920-759-2500 • - CHECK VALVE W/FLANGES IZJ - CHECK VALVE W/ MANUAL OPEN - COMBINATION STOP CHECK VALVE - FLANGED BUTTERFLY VALVE - HAND OPERATED BALL VALVE - SPRING CLOSE HAND VALVE >T1 - GLOBE VALVE C� - ANGLE VALVE 1>T(1 - TRANSDUCER VALVE - • HAND EXPANSION VALVE - • 2 WAY CONTROL VALVE - 3 WAY CONTROL VALVE - SOLENOID VALVE - 3 WAY SOLENOID VALVE s s - 2 STEP SOLENOID VALVE 61 ►4 - UPSTREAM PRESSURE REGULATING VALVE WITH ELECTRICAL SHUTOFF - UPSTREAM PRESSURE REGULATOR VALVE - DOWNSTREAM PRESSURE REGULATOR VALVE - AIR REGULATOR - AIR FILTER - RELIEF VALVE DUAL RELIEF I �I - STRAINER ® - PUMP (CENTRIFUGAL) 0 0 - PUMP (POSITIVE) it - AIR TO SPRING BUTTERFLY VALVE 11/ II - AIR TO SPRING BALL VALVE - DOUBLE ACTING BUTTERFLY VALVE - • DOUBLE ACTING BALL VALVE - • MOTORIZED VALVE - RELIEF HEADER TERMINATION FLAPPER - LEVEL DEVICE - TEMPERATURE DEVICE - PRESSURE DEVICE - SIGHT GLASS CT) - INSTRUMENT !a7 - OIL RETURN FLOAT CHAMBER I� - FLOAT SWITCH - SPECTACLE BLIND y - DRAIN III - UNION - CONCENTRIC REDUCER - ECCENTRIC REDUCER - PIPE CAP ►— - PIPE / VALVE PLUG LINE DESCRIPTIONS 6 4 - EYE WASH AND SHOWER STATION ___; - BUILDING/ROOM FAN - FLOW CONTINUATION ARROW > Towow( > -ELECTRICAL SIGNAL CONTINUATION ARROW - FUTURE EQUIPMENT or BOUNDARY LIMITS - PIPING - INSULATED PIPING - FILLED CAPILLARY - ELECTRICAL LINE - PNEUMATIC LINE - HEAT TRACED PIPE THIS DRAWING AND THE DATA SHOWN THEREON ARE PROPRIETARY AND CONFIDENTIAL AND ARE NOT TO BE USED NOR REPRODUCED FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF KHS, INC. CUSTOMER INFO: S ASTA 1227 ANDOVER PARK E TUKWILA, WA 98188 <TP> PLC - TIE POINT - VARIABLE FREQUENCY DRIVE - VALVE POSITIONER - MOTOR - PROGRAMMABLE LOGIC CONTROLLER cM - GAS DETECTION SYSTEM - ELECTRICAL INTERLOCK - NON FUSIBLE DISCONNECT /\ - PROCESS HAZARD ANALYSIS +� (PHA) SCOPE LIMIT. - SCOPE LIMIT DEFINITION E - MANUAL EMERGENCY STOP BUTTON /AKHS 1TLE <HS, WAU< RECEIVED CITY OF TUKWILA JUL 2 5 2019 PERMIT CENTER \C. -SA,W1 PROJECT. 6935 DESC: AV v 0\ AR =R J = RA- 0\ REV. CONSTRUCTION ECN # - CHANGE AB NAME 6/7/19 DATE MACHINE TYPE REFRIGERATION SCALE: NTS RELEASE LEVEL: PRELIMINARY DATE 6/7/19 SIZE. DR BY SW DWG NO: APP: DJS 188'5—P REF. 7 — SHT.: 4 OF 14 6 885-P EVAPORATIVE CONDENSER OPERATING NH3 CHARGE = 599 LBS CD EQ VERTICAL HIGH JRESSURE RECEIVER 42"0.D. x 144" O.A.L. 250 psig FG PUMP DOWN LEVEL 85% 3,500 LBS EMERGENCY MANUAL SHUT—OFF E • HSD FL OS HSS 3—COMPRESSORS AUTO —PURGER NOTE: TURN OFF ALL MACHINERY ROOM EQUIPMENT KING VALVE OPERATING LEVEL 17% 700 LBS HPL LIQUID AMMONIA PUMP oN)t, e: „BASSFII J.1N V MOTORIZED EXPANSION VALVE P.O. BOX 7000 1215 HYLAND AVENUE KAUKAUNA, W154,130 920-759-2500 SYSTEM CAPACITIES, FLOW RATES AND CONDITIONS DESIGNED CAPACITY: 462 TR (5,544,000 BTU/hr) CONDENSING TEMP/PRESS: 95° / 181.1 psig EVAPORATING TEMP/PRESS: 30° / 45.0 psig AMMONIA MASS FLOW RATE: 196.2 Ibm/min GLYCOL MASS FLOW RATE: 4,499 Ibm/min TOTAL AMMONIA CHARGE: 3,500 LBS SURGE VESSEL 54" 0.D. x 180" 0.A.L. 250 psig OPERATING NH3 CHARGE = 1,903 LBS AMMONIA TO GLYCOL HEAT EXCHANGER GR GS )30% PROPYLENE GLYCOL TO PRODUCT CHILLERS 520 GPM © 33°F 30% PROPYLENE GLYCOL FROM GLY BUFFER TANK 520 GPM 55°F fl RECEIVED CITY OF TUKWILA JUL 25 2019 PERMIT CE,t1TER, ( C,V4C,E APPRO ILD THIS DRAWING AND THE DATA SHOWN THEREON ARE PROPRIETARY AND CONFIDENTIAL AND ARE NOT TO BE USED NOR REPRODUCED FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF KHS, INC. KHS\NA C. S A, WI viA? 01. Cy of Tu BUC rl D 4 CUSTOMER INFO: S ASTA 1227 ANDOVER PARK E TUKWILA, WA 98188 TITLE: B _OC/K OW D AGRA v (FD FD) PROJECT: 6935 DESC: AM v 0 AP ip IPA 0 \ CONSTRUCTION AB 6/7/19 MACHINE TYPE: REFRIGERATION SCALE. NTS DATE: /7/19 SIZE: DWG NO: 88 5- D REV. ECN — CHANGE NAME DATE RELEASE LEVEL: PRELIMINARY DR BY AB APP: DJS REF: SHT: 5 OF: 14 0 88 5 P GM L_7 W 1 SHIP I LOOSE I L_____J MV-4028 PI 4106 GV-4124 VENT A MINIMUM OF 7.25' OVER ROOF OR WORK PLATFORM. (15' ABOVE GRADE) 20' FROM LOT LINE. 20' FROM AIR INTAKE, OPENING OR DOOR. AS PER IIAR-2 2014 MV-4127 MV-4118 MV-4109 PT 4101 ROOF MV-4141 3" 1/2" SST-4105� 72-1 AV-4103 MV-4123 1/2" 6" MV-4125 IrTh GV-4127 CN-4103 3" MV-4120 MV-4122 --n) FV-4103 MV-4119 6" HSD MV-4114 U t r/77/7 PITCH TOWARDS SURGE VESSEL 6" cn I I CN-4102 TvITcl;ANrc'L.1 ..ouRE1� rrrar— 1 PITCH TOWARDS OIL SEPARATORS 3/4" MV-4110 P.O. BOX 7000 1215 HYLAND AVENUE KAUKAUNA, WI 54130 920-759-2500 PI 4414 GV-4330 CK-4103 11 4" 6" MV-4117 U MV-4137 1/2" ST-4103 7 AV-4101 GV-4128 4 8" _ _ HSS _ MV-4129 PIT 4102 GV-4142 4" CN-4101 3/4" OS-4101 3" MV-4101 GV-4329 CK-4101 MV-4104 2" HSS AMMONIA FROM AUTO PURGER SHEET 8 OF 9 C /HSS AMMONIA FROM GLYCOL CHILLER SHEET 9 OF 9 HIGH SIDE DISCHARGE ► TO CONDENSER SHEET 6 OF 9 MV-4108 PP- /COOLING WATER SUPPLY FROM PLANT \MIN/MAX: 20 PSI/50 PSI COOLING WATER RETURN \ TO CONDENSER BASIN SHEET 7 OF 9 RECEIVED CITY OF TUKWILA JUL 252019 PERMIT CENTER 6 THIS DRAWING AND THE DATA SHOWN THEREON ARE PROPRIETARY AND CONFIDENTIAL AND ARE NOT TO BE USED NOR REPRODUCED FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF KHS, INC. A KHS WAJ'KEsCA, W 4 CUSTOMER INFO: S ASTA 1227 ANDOVER PARK E TUKWILA, WA 98188 TITLE: 0 vPR -SSA RS MAY 01. 20� G y f Tuk BBI.UIL" bH wYw PROJECT: 6935 DESC: A v MO\ A R G A RAT 0 — CONSTRUCTION AB 6/7/19 MACHINE TYPE REFRIGERATION SCALE NTS DATE 6/7/19 SIZE: DWG NO: 88 5- P REV. ECN # — CHANGE NAME DATE RELEASE LEVEL: PRELIMINARY DR BY.. AB APP. DJS I REF: SHT' 6 OF: 14 5 MINIMUM ELEVATION ABOVE CONDENSER INLET IS 3 F. MV-4316 SV-4304 ST-4304 S MV-4315 MINIMUM LENGTH OF VERTICAL PIPE BEFORE P—TRAP SHALL BE NO LESS THAN 5 I— I PITCH TOWARDS HIGH PRESSURE RECEIVER GV-4316 GV-4315 MV-4325 MV-4323 EC-4301 BASIN ST-4303 SV-4303 MV-4312 S MV-4311 GV-4314 GV-4313 PURGE VALVES 1 C0NDE\SER DLATFORN ELEVATION TO 3E 176" A3OVE GLADE MV-4324 CONDENSER OVERFLOW TO GRAVITY DRAIN P.O. BOX 7000 1215 HYLAND AVENUE E tr KAUKAUNA, WI 54130 920-759-2500 I�9I (FiANACAi_ _• Xn"'F{u FAbA T h. EXTERIOR WATER PIPING 1" INSULATION THICKNESS PITCH TOWARDS PURGER PITCH TOWARDS HIGH PRESSURE RECEIVER CONSTRUCTION AB ECN — CHANGE NAME 6/7/19 ALL HORIZONTAL HSD PIPE SHALL SLOPE BACK TO THE HSD HEADER AND OIL SEPARATORS IN THE AMMONIA REFRIGERATION MACHNE ROOM HORIZONTAL EQ LINE SHOULD BE LEVEL OR SLOPED BACK TO THE HIGH PRESSURE RECEIVER HORIZONTAL CD LINES SHOULD SLOPE TOWARDS HIGH PRESSURE RECEIVER WITH A MINIMUM SLOPE OF 1:173, A GREATER SLOPE IS ACCEPTABLE WALL T PITCH TOWARDS HIGH PRESSURE RECEIVER WALL Th NOTE: DO NOT INSTALL VALVE w/VALVE STEMS POINTING UP. HEAT TRACING TO EXTEND THROUGH WALL AND INTO INTERIOR FOR A MINIMUM OF 1 FT. WALL WALL m THIS DRAWING AND THE DATA SHOWN THEREON ARE PROPRIETARY AND CONFIDENTIAL AND ARE NOT TO BE USED NOR REPRODUCED FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF KHS, INC. CUSTOMER INFO: 1227 ANDOVER PARK E TUKWILA, WA 98188 PROJECT: MACHINE TYPE REFRIGERATION SCALE" NTS RELEASE LEVEL: PRELIMINARY CONDENSATE DRAIN. TO HIGH PRESS RECEIVER SHEET 8 OF 9 / DC NO: OHS, WAJ< DATE 6/7/19 COOLING WATER RETURN FROM COMPRESSORS MIN/MAX: 20 PSI/50 PSI (COOLING WATER SUPPLY FROM PLANT (\ MIN/MAX: 20 PSI/50 PSI TITLE: OESC: SIZE: DR BY. AB APP: DJS HIGH SIDE DISCHARGE FROM COMPRESSORS SHEET 6 OF 9 RECEIVED CITY OF TUKWILA JUL 25 2019 PERMIT CENTER 4:d Lrcfl — SHT: 7 OF: 14 6 88 cc ;4- VENT A MINIMUM OF 7.25' OVER ROOF OR WORK PLATFORM. (15' ABOVE GRADE) 20' FROM LOT LINE, 20' FROM AIR INTAKE, OPENING OR DOOR. AS PER IIAR-2 2014 MV-4028 LS-4201 SHALL BE MOUNTED AT A HEIGHT 150" ABOVE MACHINE ROOM FLOOR LS-4202 SHALL BE MOUNTED AT A HEIGHT OF 73.5" ABOVE THE MACHINE ROOM FLOOR GM 3/4" 3/4" ERV-4201 ERV-4202 MV-4229 3/4" LT PIT 4203 GV-4227 H MV-4224 1 1/4" SG-4001/8 11A1( MV-4223 MV-4222 1 1/4" MV-4226 —I>1 2 1/2" FL 2 1/2" MV-4212 >T<1 3/4" MV-4218 HIGH PRESSURE RECEIVER VHPR-4201 MV-4230 GV-4231 FALSE LOAD GV-4232 PI 4210 ST-4201 A ERV EQ PRV-4201 MV-4124 CD 4" 7 MV-4217 #75 A2BK MV-4213 kLOCK OPEN MV-4203 --C 2 1/2"x 3" 1 "OD MV-4236 11( 1 1/4" KING VALVE S MV-4205 >I< ST-4202 SV-4202 .13 il CC 10NAL G/7/( >I< GV-4218 PI RL 4205 3/4" 3/4" MV-4211 GV-4217 MV-4216 1 ST-4204 MV-4215 MV-4214 1 1/4" CK-4208 MV-4221 Bik%E I I NiI7(HANT('AI z MV-4209 OCK OPEN PITCH TOWARDS CHILLER SURGE VESSEL 2 1/2" KAMMONIA VAPOR TO RELIEF VENT HEADER SHEET 9 of 9 V 3" MV-4208 UP-4201 MV-4228 < CHARGE POINT P.O. BOX 7000 1215 HYLAND AVENUE KAUKAUNA, WI 54130 920-759-2500 HPL GV-4208 0 3" GV-4205 6 4 PITCH TOWARDS HIGH PRESSURE RECEIVER \ EQUALIZER TO CONDENSER SHEET 7 of 9 )FALSE LOAD TO SURGE VESSEL SHEET 9 of 9 (CONDENSATE DRAIN FROM CONDENSER SHEET 7 of 9 3/4" 3/4" MV-4133 GV-4143 3/4" HPL AMMONIA FROM RECEIVER SHEET 9 of 9 (FOUL GAS FROM CONDENSER SHEET 7 of 9 3/4" MV-4134 MV-4135 AUTO —PURGER AP-4101 THIS DRAWING AND THE DATA SHOWN THEREON ARE PROPRIETARY AND CONFIDENTIAL AND ARE NOT TO BE USED NOR REPRODUCED FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF KHS, INC, CUSTOMER INFO: S ASTA 1227 ANDOVER PARK E TUKWILA, WA 98188 PI GV-4144 1/2" TITLE: 1" po- (HIGH SIDE SUCTION FROM HSS HEADER SHEET 6 of 9 (WATER SUPPLY FROM PLANT MIN/MAX: 20 PSI/50 PSI KHS IC v KHS WAUK RECEIVED CITY OF TUKWILA JUL 25 2019 PERMIT CENTER AP-4101 WASTE WATER TO GRAVITY DRAIN IS C. A, W A,TO P,RG u LLJ -4, MA? 0 2.C20 CItyofT kvVla PROJECT: 6935 DESC: A v v A R AT CONSTRUCTION AB 6/7/19 MACHINE TYPE REFRIGERATION SCALE: NTS DATE: 6/7/19 SIZE: DING NO: 88 5 D REV. ECN # — CHANGE NAME DATE RELEASE LEVEL: PRELIMINARY DR BY AB APP. DJS REF SHT: 8 OF: 14 88 5-P (HSS AMMONIA TO COMPRESSORS SHEET 6 of 9 AMMONIA VAPOR TO RELIEF VENT HEADER SHEET 8 of 9 v! - HSS _ 8 " HSS _ 8 " FALSE LOAD FROM RECEIVER SHEET 8 of 9 HPL AMMONIA FROM RECEIVER SHEET 8 of 9 ©.5 MV-4002 2 1/2" PITCH TOWARDS CHILLER SURGE VESSEL FL ► 2.5 " GV-4001 GV-4000 (PIS} MV-4003 \000_// L SV-4001 S X D ST-4001 2.5X1.25 AV-4001 SV-4002 ST-4002 S 2.5©.25 PI 4002 1.25X2.5 PI 4003 1.25X2.5 AV-4002 GV-4006 GV-4007 r/r/t9 MV-4027 MV-4030 B NTF;('HA\l( �nnmi,rf r rru;�wrr,� w 3/4" ERV - - l- 3/4" 3"-►—HPL 3 LT 3/4" ERV-4001 ERV-4001 PITS SPIT 4001./ 4002 GV-4011 GV-4012 —T---3/4"- MV-4015 1.25"--��---� MV-4010 LS 4001 SG-4001/8 P.O. BOX 7000 1215 HYLAND AVENUE KAUKAUNA, WI 54130 920-759-2500 MV-4026 MV-4025 3" OD EQ OP-4002 EQ 1" It MV-4014 SURGE VESSEL SD-4001 (PI- V00 GV-4018 3/4" 16" ERV-4002 GV-4017 HX-4001 MVV--5409 /\-- PI 4005 �I GV-4015 10 x 8 / 1 MV-5408 OD 3" GLYCOL CHILLER PLATE & SHELL NOTE: LEVEL SWITCH MOUNTING LOCATIONS LS-4001 CENTERLINE MOUNTING 4" ABOVE BOTTOM OF SURGE VESSEL 93" ABOVE MACHINE ROOM FLOOR LS-4002 CENTERLINE MOUNTING AT CENTERLINE OF SURGE VESSEL 116" ABOVE MACHINE ROOM FLOOR LS-4003 CENTERLINE MOUNTING AT 6" BELOW THE BOTTOM OF SURGE VESSEL 81" ABOVE MACHINE ROOM FLOOR - GR Al- - GS 30% PROPYLENE GLYCOL TO PRODUCT CHILLERS 520 GPM © 33°F 30% PROPYLENE GLYCOL FROM GLY BUFFER TANK 520 GPM 55°F RECEIVED CITY OF TUKWILA JUL 252019 PERMIT CENTER U 6 5 THIS DRAWING AND THE DATA SHOWN THEREON ARE PROPRIETARY AND CONFIDENTIAL AND ARE NOT TO BE USED NOR REPRODUCED FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF KHS, INC. /AKHS VVASJ I\C. ,KES A, WI C�Lt L hemp u lJ V. 0 4 CUSTOMER INFO: S ASTA 1227 ANDOVER PARK E TUKWILA, WA 98188 TITLE: n LL IR PA n KA BUIL I"e,wr;, rrl' DDIDN PROJECT: 6935 DESC: Av v 0 A RA 0\ REV. - CONSTRUCTION ECN # — CHANGE AB NAME 6/7/19 DATE MACHINE TYPE SCALE: REFRIGERATION NTS RELEASE LEVEL: PRELIMINARY DATE 6/7/19 SIZE: B DR BY. AB DWG NO: APP: DJS 188 5-P REF. SHT: 9 OF. 14 2 6 7 18815- LLJ m 0 1 lAWakalvM66131e mint Drarkes146611411.1 2/7.44020 3,41:17 PM VAU-PSDNINNADSaile.Cdor SD-4001 54x 1 80 1"CONNECTION 250 PSIG (ERV-4001 ERV-4002) OP-4002 8x36 3/4"CONNECTION 400 PSIG (ERV-4003) OS-4101 24x32 3/4"CONNECTION 250 PSIG (ERV-4101 & ERV-41 02) OS-4103 24x32 3/4"CONNECTION 250 PSIG (ERV— 4105 Sc ERV-4106) HEATER (TYP.2) P.O. BOX 7000 1215 HYLAND AVENUE KAUKAUNA, WI 54130 920-759-2500 OS-4102 24x32 3/4"CONNECTION 250 PSIG (ERV— 4103 & ERV— 41 04) NOTE • PLEASE SEE DIFFUSION TANK DRAWING FOR TANK DETAIL. OP-4202 8x36 3/ 4"CONNECTION 400 PSIG (ERV— 4203) VHRP— 4201 1 44x42 3/ 4"CONN ECTION 250 PSIG (ERV-4201 ERV-4202) NOTE • DESIGN ALLOWS FOR 6 ELS & THE PIPE RUN LENGTH AS SHOWN ABOVE ANY DEVIATION FROM THIS PLEASE NOTIFY THE ENGINEER. • COMPRESSOR TO MAIN 3/4" 6 ELS • OIL POTS TO MAIN 3/4" 6 ELS • VHRP TO MAIN 1 —1 /4" 6 ELS • CD TO MAIN 1-1/2" 6 ELS • MAIN SIZE 2-1/2' MAIN ELS LJ 6 THIS DRAWING AND THE DATA SHOWN THEREON ARE PROPRIETARY AND CONFIDENTIAL AND ARE NOT TO BE USED NOR REPRODUCED FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF KHS, NC. KHS KHS, INC. WAUKESHA, WI 4 REV. ADDED DIFFUSION TANK - CONSTRUCTION ECN # — CHANGE AB AB NAME 2/24/20 6/7/19 DATE CUSTOMER INFO: S HASTA 1227 ANDOVER PARK E TUKWILA, WA 98188 TITLE: SO v -"TR R SYST v PROJECT: 6935 MACHINE TYPE: REFRIGERATION RELEASE LEVEL: SCALE NTS PRELIMINARY DATE: 2/24/20 DESC: A v v 0 \ A TR G_ AT 0 \ SIZE: DR BY: AB DWG NO: APP. DJS REF 7 8815-P D - SHT: 10 OF: 14 RECEAVED CITY OF TUKVOLA MAR 12 7.117I1 PERMIT CENTER 88 P POST IN 1 OR 2 SPOTS IN ENGINE ROOM, DEPENDING ON ROOM SIZE AMMONIA REFRIGERATION MARKER LAYOUT DETAILS rirrzim vow 4:6:0 ECTICIN 1. 2. 3. Each marker has five information parts: 1. Ammonia p ping abbreviation sec ion 2 , Physical StErte: LIQ {Orange) or VAP 41:31ue) 3. Ammonia: Black letters ion Yellow background 4, Pressure Level: LOW {70 PSIG or less)=Green HIGH {greater than 70 PSIG):Red 5. Directional arrow 4. 5. SECTION 1 IIAR APPROVED ABBREVIATIONS CONDENSER DRAIN DEFROST CONDENSATE EQUALIZING LINE HOT GAS DEFROST HIGH PRESSURE LIQUID HIGH STAGE DISCHARGE HIGH STAGE SUCTION HIGH TEMPERATURE RECIRCULATED LIQUID HIGH TEMPERATURE RECIRCULATED SUCTION LOW TEMPERATURE RECIRCULATED LIQUID LOW TEMPERATURE RECIRCULATED SUCTION LIQUID INJECTION COQUNG LOW STAGE SUCTION MEDIUM STAGE SUCTION MED TEMPERATURE RECIRCULATED SUCTION PURGE PIPE RELIEF VENT LIQUID TRANSFER CD DC EQ HGD HPL HSD HSS HTRL HTRS LTRL LTRS LIC LSS MSS MTRS PURGE RV LT SECTION 2 PHYSICAL STATE ABBREVIATION LIQUID VAPOR Note: may be both liquid and vapor) LIO VAP SECTION 3 AMMONIA SECTION 4 PRESSURE LEVEL ABBREVIATION LOW (UNDER 70 PSIG) HIGH 1OVER 70 PSIG) LOW HIGH SECTION 5 ARROW TO SHOW FLOW DIRECTION LEFT POINTING ARROW RIGHT POINTING ARROW 1 12"x20" P/N 65547 P.O. BOX 7000 1215 HYLAND AVENUE KAUKAUNA, WI 54130 920-759-2500 NIB:HANN AL BA%Err RECEIVED CITY OF TUKWILA JUL 25 2019 PERMIT CENTER Y 6 5 THIS DRAWING AND THE DATA SHOWN THEREON ARE PROPRIETARY AND CONFIDENTIAL AND ARE NOT TO BE USED NOR REPRODUCED FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF KHS, INC. KHS < S WAU I\C. <ES A, W A pr,Y,'4„.cri 10 01 it: 4 CUSTOMER INFO.. S AS -A 1227 ANDOVER PARK E TUKWILA, WA 98188 1 PROJECT: 6935 TITLE: DESC: Dec eeT L1 1 Li) A v v 0\ A -R -RAT 0\ CONSTRUCTION AB 6/7/19 MA CMN E TYPE: SCALE: REFRIGERATION NTS DATE: 6/7/19 SIZE: DWG NO: 88 5 P REV. ECN # - CHANGE NAME DATE RELEASE LEVEL: PRELIMINARY DR BY,. AB APP: DJS REF' - SHT: 11 OF: 14 V)N 5 7 88 5 P BASSETT MECHANICAL AMMONIA REFRIGERATION PIPING SPECIFICATION REVISION 13 PART 1-GENERAL SUMMARY A. This document is to be used as a reference for the installation of refrigerant piping used fordosed-circuit mechanical systems utilizing ammonia as the refrigerant. B. The purpose of this specification is to provide definition and Intentfor a welded piping system. PERFORMANCE REQUIREMENTS A. Design Pressure for Refrigerant R-717, Anhydrous Ammonia: 1. High -Side Piping: 250 psig minimum (See Note#4) 2. Low -Side Piping: 250 psig minimum (See Note #4) 8. Design temperature for refrigeration R717, Anhydrous Ammonia: 1. High Temperature: -20° F to 400°F 2. Low Temperature:-50°Fto-21°F C. Welding certificates. (See Part 1, Quality Assurance, Par. C) D. Field quality -control test reports. (See Part 3 APPLICATIONS, Field Quality Control) QUALITY ASSURANCE The following codes and industry standards are referenced as guidelines for code and quality compliance. *The latest published edition at the time of installation shall apply. A. BSR/IIAR 2*, "Standard for Safe Design of Closed - Circuit Ammonia Refrigeration Systems." B. Welding: Qualify procedures and personnel according to ASME Boiler and Pressure Vessel Code*: Section IX, Welding and Brazing Qualifications. C. ASME B31.5*, "Refrigeration Piping and Heat Transfer Components." PART2-PRODUCTS CARBON STEEL PIPE AND Frn1NGS (Per ASME 631.5 and Note #1) A. Carbon Steel Pipe: ASTM A106/A53 with plain ends; Type, Grade, and wall thickness as selected in Part 3 APPLICATIONS. (See Note#6). B. Carbon Steel Fittings: ASTM A234 butt weld, schedule to match pipe, A105 3000#forged steel for socket welded joints or for threaded fittings. See Part 3 APPLICATIONS. ASTM A420 butt weld or A350 forged steel socket weld for low temperature applications. (See Note #1). C. Carbon Steel Flanges and Flanged Fittings: Class 300 (See Note#7). ASTM A105, forged steel, Reference ASME 816.5, socket weld end connection, and tongue -and -groove -face. ASTM A350 for Low Temp. (See Note #1). D. ANSI flat or raised face flanges may be used to match equipment connections and the pressure ratings of the equipment. E. Bolts: Carbon Steel high temperature ASTM A 193 B7/ with an A 194 nut. F. Welding Materials: Comply with Section II, Part C, and Section IX of the ASME Boiler and Pressure Vessel Code for welding materials appropriate for wall thickness and for chemical analysis of pipe being welded. G. Flanged Unions: (See Note #2). 1. Body: Forged -steel flanges for NPS 1/2 to NPS 1-1/2 2. Gasket: Fiber asbestos free 3. Fasteners: See Part 2 Products (E) or as supplied by flange Mfg. 4. Pressure Rating: Factory test at minimum 400 psig 5. Maximum Operating Temperature: 3301 STAINLESS STEEL PIPE AND FITTINGS A. Stainless Steel Pipe: ASTM A-312 Type 304 stainless steel with plain ends; Type, Grade, and wall thickness as selected in Part 3 APPLICATIONS, (See Note #6). B. Stainless Steel Fittings: ASTM A-403/WPS/WPW (seamless or welded} butt weld, schedule to match pipe, ASTM A182 3000# forged 304 stainless steel for socket welded joints. See Part 3 APPLICATIONS. C. Stainless Steel Flanges and Flanged Fittings: Class 300 (See Note #7). ASTM A182/forged 304 stainless steel, reference ASME B16.5, socket weld end connection, and tongue -and -groove -face. D. ANSI flat or raised face flanges may be used to match equipment connections and the pressure ratings of the equipment - ASTM A182/ forged 304 stainless steel. H. Bolts: Stainless Steel ASTM A 320 B8 / with an A 194 GR8 nut. Note use Sharpie #13401 which is available from Granger part number being 4AZK9. Sharpie T.E.0 (trace element certified) as other markers will contaminate the weld with chloride based compounds. PIPE WALL THICKNESS (MINIMUM) Carbon steel ammonia lines: 1. 11/2 inch and smaller shall be Schedule 80 (See Note #6). 2. 2 inch through 10 inch shall be Schedule 40 3. 12 inch through 24 inch shall be Standard Weight B. Stainless steel ammonia lines: 1. 2 inch and smaller shall be Schedule 40 2. 2-1/2 inch through 6 inch shall be Schedule 40 3. 8 inch through 24 inch shall be Schedule 10 (See Note#8) VALVES & SPECIALTIES A. As manufactured by Hansen Technologies, Refrigerating Specialties, HERL, Danfoss or approved equal. 1. All solenoid coils are to be totally encapsulated and shall meet NEMA 3R (rain -proof) and/or NEMA 4 requirements (splash -proof), depending on application. 2. Verify valve suitability with Engineer for Low Temperature applications. PRODUCT MARKING A. General 1. Per ASTM Standard Designation A530/A 530M, the following markings shall appear as applicable on piping for ammonia refrigeration service: • Manufacturer's name or brand. • Specification, Type and Grade - Products In compliance with multiple compatible standards may be stenciled with the appropriate specification number of each standard. • Heat number, Lot number, or Run number. • Test mark: nondestructive electric test (NDE). Do not use pipe marked NH (not hydrotested)for ammonia service. • Size (either NPS or outside diameter, and weight class or schedule number or nominal wall thickness). • Length In feet and inches, or meters to two decimal places, or other marking subject to agreement. • Any additional information desired by the manufacturer or requested by the purchaser. 2. Each length of pipe shall be marked continuously and legibly by rolling, stamping, or stenciling. The marking shall start at a point no more than 10 inches from the end of the pipe and traverse the entire length of pipe by repeating the marking information. For bundled pipe, such as NPS 3/8 and smaller, this information may be marked on a tag securely attached to each bundle. 3. When cutting pipe, mark the remaining pipe with the mill marking (for future use). 4. Request mill test reports for all pipe purchased. Provide all mill test reports to the Owner or Company Representative and the Bassett Project Manager with a copy to be put in the Bassett Project File. IDENTIFICATION OF AMMONIA REFRIGERATION PIPING AND SYSTEM COMPONENTS A. General 1. Labeling will be done in accordance with IIAR Bulletin 114 PART 3 - APPLICATIONS A. Piping Applications For High Temperature Range (-20°F thru 400°F) Carbon Steel 1. Lines NPS 1-1/2" and Smaller: ASTM A106/A53 Type S (seamless), Grade B, Schedule 80, socket weld fittings and flanges Class 300, A105 3000# forged steel. (See Notes #5, #6 & #7). 2. Lines NPS 2" to NPS 10". ASTM A106/A53 Type S (seamless) or ERW Type E, Schedule 40, butt weld fittings ASTM A234, butt welded flanges, Class 300, ASTM A105 (See Note #7). 3. Lines NPS 12" and larger: ASTM A106/A53 Type S (seamless) or ERW Type E, standard weight, butt weld fittings, ASTM A234 butt welded flanges, Class 300, ASTM A105 (See Note #7). Stainless Steel 1. Lines NPS 2" and Smaller: ASTM A-312, Type 304 or Type 3041, welded or seamless, Schedule 40, ASTM A182 3000# forged 304 stainless steel socket weld fittings. 2. Lines NPS 2-1/2" to NPS 6": ASTM A-312, Type 304 or Type 3041, welded or seamless, Schedule 40, ASTM A403 WPS/WPW (seamless or welded) butt weld fittings. (See Note# 8) 3. Lines NPS 8" to NPS 24": ASTM A-312, Type 304 or Type 3041, welded or seamless, Schedule 10, ASTM A403 WPS/WPW (seamless or welded) butt weld fittings. B. Piping Applications For Low Temperature Range (-50°F thru -21°F) Carbon Steel 1. Ammonia Piping: NPS 1-1/2" and smaller: ASTM A-333 Seamless, Grade 6, Schedule 80, socket weld fittings and flanges Class 300 ASTM A350Grade LF2, Class 1, 3000#forged steel. (A106 with approved calculations) (See Notes #1 & #7). 2. Ammonia Piping NPS 2" to 10" : ASTM A-333 Seamless, Grade 6, Schedule 40, Butt weld fittings ASTM A420 WPL6. (A106 with approved calculations.) (See Notes #1 & #5). Butt weld flanges, Class 300 (See note #7). ASTM A350 Grade LF2, Class 1. 3. Ammonia Piping NPS 12" and larger: ASTM A-333 Seamless, Grade 6, Standard Weight, Butt weld fittings ASTM A420 WPL6. (A106 with approved calculations.) (See Note #1). Butt weld flanges, Class 300 (See Note #7). ASTM A350 Grade LF2, Class 1. Stainless Steel 1. Ammonia Piping: NPS 2" and smaller: ASTM A-312, Type 304 or Type 3041, welded or seamless, Schedule 40 pipe, ASTM A182 3000# forged 304 stainless steel socket weld fittings and flanges, Class 300 (See Note #7). 2. Lines NPS 2-1/2" to NPS 6": ASTM A-312, Type 304 or Type 3041, welded or seamless, Schedule 40, ASTM A403 WPS/WPW (seamless or welded) butt weld fittings. (See Note# 8) 3. Lines NPS 8" to NPS 24": ASTM A-312, Type 304 or Type 3041, welded or seamless, Schedule 10, ASTM A403 WPS/WPW (seamless or welded) butt weld fittings. C. Safety Relief Discharge Piping 1. Safety Relief Valve Discharge Piping: NPS 1/2" and larger: ASTM A120, A53/A120 orA-53 Type F schedule 40, threaded BMI, 3000# socket weld, forged steel or ASTM A234WPB butt weld finings. Ail relief piping shall be marked "green" signifying non -pressure use only (spray paint or tape). 2. Type F furnace welded -pipe is allowed for relief valve piping to atmosphere under the ASHRAE 15 specification selection (see "PART 1, QUALITY ASSURANCE, Note:"). Type F pipe shall be clearly marked and stored separately from pressure pipe at the construction site. Type F shall not be used for any other application with ammonia. 3, Install a bronze hinged raincap as manufactured by Raincap Industries located in Voorhies, Iowa, at the outlet of the relief piping system. 4. Do not use galvanized coated inner diameter pipe. D. Tubing and Tubing Fittings Item Size (0.D.) Tubing 1/4" -1/2" Fittings E. 3/4" - 1" Description and Material Specifications Stainless steel: 0.035" wall A-269 or A-316, welded and annealed or seamless. Stainless steel: 0.049" wall A-269 orA-316, welded and annealed or seamless. 1/4" -1" Stainless steel: ASME SA-79 type 316 bar stock or ASME SA-182 type 316 forged, by Parker CPI, Swagelock, or equal. Thread Sealant - Gasoila PLS-2 and Teflon/PTFE tape. PTFE tape to meet Military Specification MIL-T-27730A, 3.5 mils thickness, 99% PTFE purity, .7 g/cc minimum density. F. Pipe hanger spacing, hanger rod sizing, and loading A. Hanger rod sizing and spacing shall conform to BSR/IIAR 2. Recommended spacing and loads are shown in Tables A and B below. Table A Maximum Allowable Hanger Rod Spacing NPS (in) Maximum Span (ft) Minimum Diameter (in) Up to 1 7 3/8 1 1/4 & 1 1/2 9 3/8 2 10 3/8 21/2 11 1/2 3 12 1/2 3 1/2 12 1/2 (not in IIAR-2) 4 12 5/8 5 12 5/8 6 12 3/4 8 12 7/8 10 12 7/8 12 12 7/8 14 12 1 16 12 1 18 12 1 1/4 20 12 1 1/4 Table B Maximum Allowable Hanger Rod Loading Rod Maximum Diameter (in) Load (Ibs) 3/8 619 1/2 1,130 5/8 1,810 3/4" 2,710 7/8 3,770 4,960 11/8 6,230 11/4 8,000 1 1/2 11,630 Notes: 1. Adapted from MSS Standard Practice, SP58-2009, "Pipe Hangers and Supports - Selection and Application? 2. Spacing does not apply where span calculations are made or where concentrated loads are placed between hangers. 3. Smallest pipe in rack dictates spadng. 4. Max vertical spacing is 15'. 5. All supports must carry the weight of the pipe, contents, insulation, and any concentrated loads such as control valves. 6. Size hangers to accommodate insulation, and allow sufficient space to perm# installation of the insulation. 7. Whether using trapeze -type hangers, clevis hangers, or pipe racks, provide metal saddles to avoid crushing the insulation material. PIPING INSTALLATION A. Drawing plans,schematics, and diagrams indicate general location and arrangement of piping systems; indicated locations and arrangements were used to size pipe and calculate friction loss, expansion, pump sizing, and other design considerations. Install piping as indicated unless deviations to layout are approved on Shop Drawings. B. Install refrigerant piping according to BSR/ IIAR 2 and ASME B31.5. C. Install piping indicated to be exposed and piping in equipment rooms and service areas at right angles or parallel to building walls. Diagonal runs are prohibited unless specifically indicated otherwise. D. Install piping above accessible ceilings to allow sufficient space for ceiling panel removal. n t machines to allow service and maintenance. E. Install pipingadjacent o c 1 iper BSR IIAR 2 or asper plan. F. Install piping supportsystem / PP g pp G. Install fittings for changes in direction. H. Install branch connections per Bassett Branch Connection Standards. I. Install piping as short and direct as possible, with a minimum number of joints, elbows, and fittings. J. Arrange piping to allow inspection and service of refrigeration equipment. Install valves and specialties in accessible locations to allow for service and inspection. K. Slope refrigerant piping as follows: 1. Install horizontal compressor discharge piping with uniform pitch downward away from compressor. a. Maximum pitch at 1 inch per 16 feet b. Minimum pitch at llnch per 40feet 2. Install horizontal suction lines downward with uniform pitch in the direction of vessel. a. Maximum pitch at 1 inch per 16feet b. Minimum pitch at 1 inch per 40 feet 3. Liquid lines may be installed level or pitched downward towards point of origin. a. Maximum pitch at 1 inch per 16 feet b. Minimum pitch at 1 inch per 40 feet 4. Install hot -gas piping with uniform pitch downward towards point of origin or nearest liquid drainer. a, Maximum pitch at 1 inch per 16 feet b. Minimum pitch at 1 inch per 40 feet 5. Liquid piping from condenser outlet to high pressure receiver orthermosiphon receiver should have a uniform pitch downward in the direction of flow. a. Maximum pitch at 1 inch per4 feet b. Minimum pitch at 1 inch per8feet 6. Install Thermosyphon Supply (TSS) piping with a uniform pitch upward In the direction of flow, with a vent line back to the TSR main, located at the highest point and at the end of the TSS main. a. Maximum pitch at 1 inch per 16 feet b. Minimum pitch at 1 inch per 40 feet 7. Install Thermosyphon Return (TSR) piping with a uniform pitch downward in the direction of flow. a. Maximum pitch at 1 inch per 16 feet b. Minimum pitch at 1 inch per 40 feet 8. Install Thermosyphon Vent (TSV) piping with a uniform pitch upward in the direction of flow. a. Maximum pitch at 1 inch per 16 feet b. Minimum pitch at 1 Inch per40feet L. Remove solenoid -valve coils and sight glasses before welding: remove valve stem, seats, packing and accessible internal parts of refrigerant specialties as required by manufacturer. M. Confirm cleanliness of pipe and fittings before installation of steel refrigerant piping. Piping system is to be protected from any water entering system during storage or installation of piping. N. Store piping in a clean and protected area with end caps. 0. Install pipe sleeves at penetrations in exterior walls and floor assemblies per piping details. P. Seal penetrations through fire and smoke barriers with approved fire -stop materials. Q. Install piping with adequate clearance between pipe and adjacent walls and hangers or between pipes for insulation installation. R. Install sleeves through floors, walls, or ceilings, sized to permit installation of full -thickness insulation. S. Seal pipe penetrations through exterior walls, T. Identify refrigerant piping and valves according to facility PSM requirements and/or IIAR Bulletin 114. PIPE JOINT CONSTRUCTION A. Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel pipe. B. Remove scale, slag, dirt, and debris from inside and outside of pipe and fittings before assembly. C. When using socket weld fittings, provide approximately 1/16-inch clearance between the pipe end and the bottom of the socket. D. Threaded Joints: Thread steel pipe with tapered pipe threads according to ASME B1.20.1. Cut threads full and clean using sharp dies. Ream threaded pipe ends to remove burrs and restore full ID. Join pipe fittings and valves as follows: 1. Apply Gasoila PLS-2 and TeRon/PTFE tape to external pipe threads. PTFE tape to meet Military Specification MIL-T-27730A, 3.5 mils thickness, 99% PTFE purity, .7 g/cc minimum density. 2. Damaged Threads: Do not use pipe or pipe fittings with threads that are corroded or damaged. E. Schedule 80 steel pipe threaded joints may be used to connect to equipment connections. F. Welded Joints: Construct joints according to ASME Section IX of the Boiler & Pressure Vessel Code. G. Flanged Joints: Select appropriate gasket material, size, type, and thickness for service application. Install gasket concentrically positioned. Use suitable lubricants on bolt threads. H. Threaded piping shall be schedule 80. Except safety relief discharge piping can be schedule 40. FIELD QUALITY CONTROL A. Perform pressure test and inspections and prepare Bassett Mechanical Pressure Testing Record Form report or equal, as required by the local and/or federal authority, which may have jurisdiction. B. Tests and Inspections: 1. Comply with ASME B31.5, Chapter VI, and ANSI/IIAR 5. 2. Test refrigerant piping, specialties, vessels, and components. Isolate compressor, condenser, evaporator, safety devices and other components from test pressure if they are not rated above the test pressure. 3. Test high and low pressure piping of each system separately at no less than the pressure required by code. a. Fill system with nitrogen gas or with nitrogen gas/dry air mixture to the required test pressure. b. System shall maintain test pressure at the manifold gauge throughout duration of test. Duration as defined by Authority Having Jurisdiction or owner's PSM requirements. c. Re -make leaking joints using new materials and retest until satisfactory results are achieved. d. Tie-in point's test pressure and duration shall be conducted per Bassett Mechanical tie-in procedures. 4. Provide test results and all mill test reports to the owner or Company Representative and the Bassett Project Manager with a copy to be put in the Bassett Project File. 5. Visually inspect all welded, bolted, and threaded connections prior to insulating and testing. 6. After successfully completing the pressure test requirements evacuate the system per "ANSI/IIAR 5 Start-up and Commissioning of Closed Circuit Ammonia Refrigeration Systems". Follow the information as provided in Appendix C, C.3 Evacuation, which requires a minimum evacuation level of 16" HG as measured on a compound gauge. Gasket Materials: Whenever possible gaskets should be purchased thru the Original Equipment Manufacturer or a vendor representing the manufacturer. When R is necessary to purchase gaskets or gasket materials from other sources the following materials/conditions are approved for use. Operating Conditions: • Minimum Temperature: -100 F • Maximum Temperature: 400 F • Maximum Pressure: 300 psig • Minimum Pressure: 27.4"hg Fluid: Anhydrous ammonia in a liquid and/or vapor state. There could also be trace amounts of mineral, naphthenic, or synthetic oils which are a carryover from the compressors within the system. Gasket Material: (sheet stock or precut) • Manufacturer: Garlock • Type: Gylon Style 3504 • Thickness: 1/16 inch Gasket Material: (Spiral Wound Flange Gaskets) • Manufacturer: Flexitallic • Gasket Type: Flexitallic Style CGI Spiral Wound • Nominal Pipe Size: Size per application • Pressure Rating: Flange pressure class application (150/300 psig) • Gasket Standard: ASME B16.2 • Outer Ring Material: Carbon steel (400F TO -S0F) • Outer Ring Material: 304 Stainless steel (-51F to -100F) • Inner Ring Material: 304 Stainless steel • Winding Material: 304 Stainless steel PTFE non-sintered NOTES: 1. Impact tests are not required for ferrous materials used in fabricating a piping system for metal temperatures colder than -20°F down to -150°F provided the maximum circumferential or longitudinal tensile stress resulting from coincident pressure, thermal contraction, or bending between supports does not exceed the allowable stress for the materials as given in Table 502.3.1 of ASME 831.5-2006. Per IIAR 10.2.1.5: High temperature piping application may be used below -2011fit meets a lower stress specification as determined through stress calculations per ASME B31.5 2. Flanged unions shall be used in lieu of standard forged steel unions. valves maybe used at control valves or asprovided originalequipment 3. 1/4" and 3/8" by manufacturers. All oil drain valves, pressure taps, and service access valves contained within piping network to be socket weld with nipple and cap at outlet. Spring -loaded oil drain valves can be threaded and shall be located downstream of isolation valve. 4. Engineering considerations and system maximum and minimum design pressures shall comply with BSR/IIAR 2-2014 Standard for Safe Design of Closed -Circuit Ammonia Refrigeration Systems, Chapter5 General System Design Requirements, Section 5.5 System Design Pressure 5. 2" socket weld fittings are allowed. 6. Line sizes less than %" should be avoided where possible. 7. If a Class 150 flange is used an engineering review needs to be completed to verify the flange will meet the requirements of the maximum design pressure and temperatures. 8. Schedule 10 es acceptable in areas where impact from traffic, (such as fork lift) Is not anticipated and where ASME B 31.5 requirements are met. PAINTING(3/13/14): A. General 1. All steel piping (insulated and un-insulated), fittings, flanges, valves, heat exchangers and other equipment shall be prepared and coated with an anti -corrosion paint system as defined herein unless specifically excluded. 2. The Contractor shall make provisions to fully prepare, prime, and paint piping at all locations of piping support. 3. Abrasive blasting shall not be permitted on the Factory site. 4. All pre -fabricated assemblies and piping to be field installed shall be coated prior to delivery to jobsite (including fittings, flanges, etc.). Ends for welding shall be masked and free of primer, paint, or other coating. 5. The Contractor shall make provisions to provide adequate environmental control for preparation, priming and painting piping independent of weather or ambient conditions. 6. Unless otherwise indicated, provide factory -mixed coatings. When required, mix coatings to correct consistency in accordance with manufacturers instructions before application. Do not reduce, thin, or dilute coatings or add materials to coatings unless such procedure is specifically described in manufacturers product instructions, 7. Finish color of piping covering shall be according to iiAR-Buletin --114 or owners spec. 8. The completed painting shall be approved by Bassett Mechanical before any insulation work which covers painted piping is commenced. This inspection may be by completed section to expedite the insulation work. This painting specification is to be used for all non -insulated carbon steel piping. Stainless steel piping and components shall not be coated. Carbon steel piping to be insulated shall be coated with Polyguard RG-2400LT, refer to Bassett Mechanical, Refrigeration Pipe and Vessel Insulation Specification. Insulation over bare carbon steel pipe is prohibited. Note: mil) varnish is considered bare pipe. 9. The Contractor shall notify Bassett Mechanical after each successive primer and finish coat has been completed. All work shall be subject to the supervision, control, and acceptance of Bassett Mechanical. B. System The Contractor shall utilize a Sherwin Williams epoxy primer with a single component aliphatic urethane finish In accordance with the following: Table 2: Pipe paint materials. Coat Material Type Min DFT, mils(DRY) Max DFT, mils(DRY) Surface Prep. 1 Epoxy Primer Duraplate 235 5 8 SP-1, SP-2 SP-3 2 Aliphatic Urethane Corathane I HS 2 3 SP-1, SP-2 SP-3 3 Aliphatic Urethane Corathane I HS 2 3 SP-1, SP-2 SP-3 Total 9 14 Table 3: Pipe paint materials. (Interior low odor alternate) Coat Material Type Min DFT, mils(DRY) Max DFT, mils(DRY) Surface Prep. 1 Acrylic Primer ProCryl Universal 2 4 SP-1, SP-2 SP-3 2 Acrylic SHER-CRYL HPA 2.5 4 SP-1, SP-2 SP-3 3 Acrylic SHER-CRYL HPA 2.5 4 SP-1, SP-2 SP-3 Total 7 12 Notes: Table 3 1. Table 3 specification needs approval by Bassett Mechanical prior to use. 2. Minimum application temperature 50 degrees F. 3. Maximum relative humidity 85%. 4. SHER-CRYL HPA and ProCryl Universal can NOT be used with hydrocarbon containing solvents. 5. Refer to manufacturers application instructions before using these products. Application 1. All coats shall be applied uniformly and in a workmanlike manner. Paint shall be thoroughly mixed and applied according to manufacturer's instructions. Each coat shall be evenly applied free from runs, sags, pinholes and other defects. Successive coats shall be on a different color to facilitate in monitoring the work. 2. All coating, mixing, application and curing shall be in accordance with the manufacturers printed instructions . 3. All materials shall be stored In the original unopened containers with the manufacturer's labels attached and visible. The manufacturer's labels must be readable and shall show the manufacturer's name, product identification, and instructions for mixing and applying the coating. No materials shall be used which have been stored beyond the manufacturers recommended shelf life or which are in unlabeled containers. All thinners, catalyzing agents, and other additives shall be products of the same manufacturer as the coating. 4. Any altemate coatings must be approved by Bassett Mechanical. 5. Coating materials shall not be applied under the following conditions: I. When surface is wet from condensation, rain, or any other source, i.e. contaminated by oil, greases, or other like substances which will affect coating adhesion. II. When winds blow sand or excessive dust into the area. iii. When the surface or ambient air is below 20°F. iv.When the relative humidity is above 85% for the primer coat, and 99% for the finish coat. Refer to the manufacturers application instructions for other limiting relative humidity conditions . v. When the surface temperature is less than 5°F above the ambient dew point temperature. vi.ln processing areas without prior approval of Bassett Mechanical. Exception: When Contractor takes appropriate steps to tent or otherwise condition the microenvironment where priming and painting work is being performed and with final approval of Bassett Mechanical before painting is initiated. 6. Painted or stainless piping must extend at least 12 inches under insulation where insulated and non -insulated piping meet. Imperfections: Film imperfections such as "orange peel" and "dry overspray" are unacceptable and shall be corrected. Any large area of coating defects such as an area with excessive thickness or Incorrect material shall be abrasive cleaned using hand -tools and recoated. Surrounding coatings shall not be damaged. Equipment: All work shall be done with application equipment as recommended by paint manufacturer, utilizing procedures recommended by the paint manufacturer, and under the environmental condition limits prescribed by the paint manufacturer. Surface Preparation (off site) 1. Prepare surface to paint manufacturers recommendations and minimum SSPC (Society for Protective Coatings) standards as defined in Table 2 and Table 3. To achieve acceptable paint performance, the Contractor shall ensure that all slag and weld spatter is removed. 2. Blast cleaning abrasive media, if used, shall be clean, dry and free from oil and other foreign material or contaminants. All oil and grease contamination shall be removed by solvent cleaning in accordance with SSPC-SP1 prior to abrasive blasting. Final surface preparation of steel surfaces shall be performed when the steel is dry and the ambient conditions will not cause rust or moisture to form on the prepared surface prior to coating. At a minimum, surface temperature shall be at least 5°F above the dew point temperature. Burrs, slivers, scales, and weld spatter that become visible after blast cleaning shall be removed, and repaired areas shall be re -cleaned to specfficatlon. Spent abrasives shall be removed from all surfaces prior to application of the prime coating. Surface Preparation (on -site) 1. Prepare surface to paint manufacturers recommendations and minimum SSPC (Society for Protective Coatings) standards as defined in Table 2 and Table 3. Using hand -tools or power -tools, prepare all unpainted surfaces to receive the first paint coat layer. The unpainted surfaces shall be prepared using SSPC SP-1 solvent cleaning, and SSPC SP-2 (Hand -tools) or SSPC-SP 3 (Power -tools). 2. For those portions of piping that are pre -painted, the edges of existing paint must be feathered to achieve a smooth transition. 3. The surface preparation of steel surfaces shall be performed when the steel is dry and the ambient conditions will not cause rust or moisture to form on the prepared surface prior to coating. At a minimum, surface temperature shall beat least 5°F above the dew point temperature. Burrs, slivers, scales, and weld spatter shall be removed, and repaired areas shall be re -cleaned prior to application of paint. Previously Coated Surfaces: All surface contamination such as oil, grease, loose paint, mill scale dirt, foreign matter, rust, mold, mildew, mortar, efflorescence, and sealers must be removed to assure sound bonding to the tightly adhering old/existing paint. Glossy surfaces of old/existing paint films must be clean and dull before repainting. Repair / Touchup: If damaged area penetrates down t o the bare metal, use a hand tool and/or power tool to clean and feather edges of the existing paint prior to applying epoxy and urethane coatings to restore the specified thickness. If damaged area penetrates down to the epoxy layer, use a hand tool and/or power tool to clean existing paint and feather edges prior to applying urethane coating to restore the specified thickness. RECEIVED CITY OF TUKWILA JUL 25 2019 PERMIT CENTER sl•.SCA, 47, F44910 -. GfSyni$5- rc; NAL EN 6/r/l�f P.O. BOX 7000 1215 HYLAND AVENUE KAUKAUNA, WI 54130 920-759-2500 THIS DRAWING AND THE DATA SHOWN THEREON ARE PROPRIETARY AND CONFIDENTIAL AND ARE NOT TO BE USED NOR REPRODUCED FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF KHS, INC. /AKHS \WSJ \C. KES A, W ICI 4 CUSTOMER INFO: S-ASTA 1227 ANDOVER PARK E TUKWILA, WA 98188 TITLE Ref g e ra on Pi p g S pga, f r r k`Lo 4Was PROJECT' 6935 CONSTRUCTION AB 6/7/19 MACHINE TYPE REFRIGERATION SCALE NTS DATE 6/7/ 9 DESC.' SIZE: 8 AV DWG NO: REV. ECN # - CHANGE NAME DATE RELEASE LEVEL: PRELIMINARY DR BY' AB VO\ A APP.• DJS fREF. R-=R GI -RAT 8815P 0\ SHT.' 12 DE 14 188/5-P INSTALLATION SPECIFICATIONS FOR REFRIGERATION INSULATION Revision 2 SCOPE Since the upper temperature limit for extruded polystyrene Insulation is 165°F, it must not be used on any pipe, valves, or equipment that will exceed this limit Systems that will exceed 165°F but will not exceed 300°F, including some defrost drain piping and hot gas system piping shall be insulated with TRYMER" 1800 Polyisocyanurate Insulation, manufactured by The Dow Chemical Company, or approved equal. For details on these applications, see the manufactures Dow guideline on the use of TRYMER Insulation in hot applications. GENERAL All piping shall be free of foreign substances and free of surface moisture or frost prior to the application of insulation. All insulation material shalt be delivered to the project site in original, unbroken factory packaging labeled with product designation and thickness. Shipment of . materials from the manufacturer to the installation location shall be in weather tight transportation. Insulation materials delivered to the jobsite shall be stored so as to protect the materials from moisture and weather during storage and installation. Insulation material shall be protected from long exposure to UV light from the sun. All testing of piping systems shall be completed and approved by the Superintendent prior to the installation of the insulation system. Refer to the insulation thickness charts to determine recommended insulation thickness based on desired design criteria for ambient and service conditions. MATERIALS OF CONSTRUCTION INSULATION MATERIALS FOR PIPING, FITTINGS, AND VALVES Insulation shall be STYROFOAM Brand Pipe Billet Insulation manufactured by The Dow Chemical Company (Insulation), Owens Corning Foamular XPS, or approved extruded polystyrene equal. Material thickness shall be determined by the pipe size and process temperature per the Bassett Mechanical refrigeration insulation thickness chart. Insulation shall be a minimum 1.6 ibift3 density (26 ly/m3). Insulation shall have a maximum thermal conductivity of 0.259 btu-in/hr-ft2-°F at 75°F and 180 days aging per ASTM C-518. Insulation shall have a minimum compressive strength In the parallel to rise direction of 20 Ib/in2 (138 kPa) per ASTM D-1621, Insulation shall have a maximum water absorption of 0.5% by volume per ASTM C-272 and a maximum water vapor permeability of 1.5 perm -inch per ASTM E-96, procedure b. Insulation dimensional stability at 158°F / 97% R.H. for 7 days shall be a maximum of 2% volume change as measured by ASTM D-2126. FABRICATION OF INSULATION Insulation shall be fabricated In required shapes from billets in accordance with ASTM C-450 Standard Practice for Prefabrication and Field Fabrication of Thermal Insulating Fitting Covers for NPS Piping, Vessel Lagging, and Dished Head Segments and C-585 Standard Practice for Inner and Outer Diameters of Rigid Thermal Insulation for Nominal Sizes of Pipe and Tubing (NPS System). Insulation shall be factory fabricated from billets. Fittings, such as 90° and 45° elbows, and tees shall be two piece fly cut or routed as the preferred fabrication method. For diameters too large for fly cutting or routing, the pieces shall be fabricated in two halves with each half made up of mitered sections. Both methods shall be in accordance with ASTM C-450and C-585. Larger outer diameter valves and flanges may be slightly oversized and cavities filled with polyurethane spray foam. The size and number of cavities shall be kept to a minimum. ADHESIVES, JOINT SEALERS AND MASTICS Do not use solvent based adhesives, joint sealers or mastics in contact with STYROFOAM Brand Insulation. Review adhesive manufacturers information for proper compatibility with polystyrene prior to use. Mastics shall remain flexible at the lowest expected ambient temperature. Joint sealers for sealing joints of insulation or PVC jacketing slip joints shall be vapor Retarder type, moisture and water resistant, non hardening, and flexible with the service temperature range from -50°F to +200°F. VAPOR RETARDER Vapor Retarder shall be Dow Saran 560 Vapor Retarder Film or Polygaurd Zero -Perm. Refer to product literature and installation guidelines for recommended application instructions. Elbows and fittings shall be wrapped with two layers of Saran 520 Vapor Retarder Tape or single layer of Zero -Perm Vapor Barrier Tape. Butt joints shall be wrapped with either two layers of Saran 520 Vapor Retarder Tape, single layer of Saran 580 Tape, or single layer of Zero -Perm Vapor Barrier Tape. Vapor Retarder shall have a maximum permeance of 0.020 perm for applications at or below 32°F and a maximum permeance of 0.030 perm for applications above 32°F. Vapor Retarder may be factory or field applied to the outer surface of pipe insulation. For tanks, vessels, and equipment, use Saran 560 Vapor Retarder Film or Polygaurd Zero -Perm. PROTECTIVE JACKETING MATERIALS Indoor Applications Jacketing shall be yellow PVC material. PVC thicknesses to be 30 mil (0.030). Jacketing shall be tough and capable of enduring frequent wash downs with hot water or cleaning agents. All joints of PVC jacket shall be solvent welded. Supply preformed PVC covers for all fittings, tees, elbows, valves, caps, etc. at same PVC thickness as on straight pipe sections. PVC protective jacketing shall not be considered a vapor retarder. Neither rivets, screws, staples nor any other fastener capable of penetrating the underlying vapor retarder shall be used to secure the PVC jacketing. Outdoor Jacketing Jacketing shall be aluminum metal cladding. Jacketing shall be aluminum alloys 3033, 110 or 3105 meeting ASTM B-209 with H-14 temper and a Polysurlyn-craft moisture barrier on the interior side. Kraft paper interior jacketing will not be allowed. Thickness is to be 0.016. Aluminum jacketing for all fittings, tees, elbows, valves, caps, etc. shall be sectional, factory contoured, or field -fabricated to fit closely around insulation. Banding for jacketing shall be 0.020' thick by ;4" wide stainless steel on 12" centers. Aluminum protective jacketing shall not be considered a vapor retarder. Neither rivets, screws, staples nor any other fastener capable of penetrating the underlying vapor retarder shall be used to secure the aluminum jacketing. INSULATION PROTECTION SADDLE MATERIALS Insulation protection saddles to be galvanized steel in non -process rooms and stainless steel in process moms, shall be installed between hangers or supports and pipe insulation. Saddles shall be formed to fit insulation and extend up to the centerline of the pipe. Secure the saddle to the insulation outer surface with two %s" x 0.020" stainless steel bands. Insulation protection saddles to be sized per the "Insulation Saddle Chart". APPLICATION PIPINGNESSEL • PREPARATION Prior to insulation installation the pipe shall be coated with Polyguard RG-2400 LT. Detailed instructions on the application of this product are provided in the "RG-2400 Application Instructions". Other information regarding the RG-2400 LT product is provided in the "RG-2400 Product Information" bulletin. This Information is available at the Polyguard website http://www.polyguardproducts.com . The requirement of the application of this product prior to insulation of piping or vessels is to be determined by the Bassett Mechanical Engineering Department. If this product application is required a break out price shall be included with the bid submittal, PIPING • GENERAL Stagger insulation half sections so that butt joints are staggered between top and bottom half sections by 6 to 18inches on insulation layers that do not have a vapor retarder factory applied to them. On a single layer system, orient longitudinal joints between half sections In the 3 and 9 o'clock position on the pipe. Where insulation thickness required fired is greater than 2' ", employ a double layer system. Stagger all longitudinal joints bet ween the inner and outer layers. Install the inner and outer layer longitudinal joints 90° to each other with the Inner layer joints in the 12 and 6 o'clock positions and the outer layer joints in the 3 and 9 o'clock positions. All bus joints between the Inner and outer layers shall be staggered between six and 18 inches. Install pre -fabricated insulation fittings on elbows and tees. Insulation shall be the same thickness at fittings as pipe sections. If a double layer system is required, all fittings shall be fabricated with shiplap butt ends. Depth of the shiplap shall be cut to the thickness of the inner layer to allow the outer layer to overlap creating a staggered joint. Install half length pipe section half round on bottom of all pipe hanger saddles with a full pipe section half round on the top so as to maintain a staggered joint through the pipe hanger saddle, In double layer systems install nested half and full pipe half round sections in bottom of saddle or use a full thickness single layer pipe section with shiplap ends cut to the depth of the inner layer thickness so the outer layer will overlap. Saddles shall wrap the insulation in an arc of 120° depending upon the load. Single layer insulation shall be applied to piping with all joints sealed full depth with joint sealant and spread to uniform thickness so that joints appear tight and uniform. In double layer insulation system, inner layer shall not be installed with sealants. In double layer systems inner and outer layer shall remain independent of each other so as to allow movement between the layers. Insulation shall be secured to the pipe with 3/4" wide fiber reinforced tape. Insulation shall be secured with fiber reinforced tape on both inner and outer layers of a double layered system. Insulation shall be secured with fiber reinforced tape prior to installation of the vapor retarder material when vapor retarder is field applied. Outer layer or single layer Insulation and vapor retarder shall be secured with fiber reinforced tape when Jacketing is factory applied to insulation. Fiber tape shall be applied to the exterior of the insulation/vapor retarder system. All insulation shall be tightly butted and free of voids and gaps at all joints. Vapor retarder must be continuous. All fasteners and bands shall be neatly aligned and overall work must be of high quality appearance and workmanship. Vapor stops shall be used on either side of valves, insulation terminations, and every 20' of piping. Control valves will be left exposed. The vapor retarder to be cut to length longitudinally and wrapped around the circumference of the pipe with lap joint facing downward avoiding the placement of the joint at the top or bottom of the pipe. Lap joint to be sealed using SSL tape or liquid adhesive. Butt joints shall be covered with Saran Vapor Retarder Tape. Spiral wrap configuration can be used in lieu of the above Installation. Spiral wrapping will require adhesive placed on one edge of the vapor retarder Film as it Is wrapped over the previous layer. Elbows and fittings shall be wrapped with Vapor Retarder Tape or covered with a mastic type vapor retarder product. Vapor retarder Tape to be wrapped in a spiral configuration. Vapor retarder tape shall be spiral wrapped with a minimum 50% overlap. If using mastic type vapor retarder at fittings and elbows, form mastic so that fitting covers can be applied true and tight. Contractor may not install PVC jacket with polyurethane foam fill in lieu of factory formed fittings and specified vapor barrier. On factory applied vapor retarder system, lap joint to be sealed with self sealing lap tape. Apply the Vapor retarder Tape around the butt joint with a circumference overlap. Before jacketing can be installed on a portion of the piping: the vapor retarder system on that portion must be complete, continuous, reviewed, and approved by Bassett Mechanical's Project Manager or Superintendent. INDOOR PIPING Allow mastics to dry prior to installing PVC Jacketing. Insulation systems on indoor piping, valves and flanges shall all be covered with PVC jacketing. Seal around protrusions, such as valve stems with a full bead of silicone sealant. All valves on insulated pipe shall be insulated to prevent condensation. OUTDOOR PIPING Insulation shall be protected from prolonged exposure to UV light and weather upon installation. Outdoors, Vapor Retarder shall be covered with a jacketing material within two weeks of installation to eliminate long-term exposure to UV light. Outdoor jacketing overlap shall be a minimum of 2" at buft joints and a minimum of 1"at longitudinal joints. Longitudinal joints orientation to avoid water infiltration. Straight sections of jacketing shall be neatly secured with bands and seals with a maximum spacing of 12" on center. End joints shall be secured with bands and seals centered directly over joint. Do not use screws, staples or other fasteners on lines containing a vapor retarder system. TANK, VESSEL EQUIPMENT INSULATION All insulation materials shall be the same as those used on the pipe associated with the tank, vessel, or equipment. Insulation to be double layer if vessel diameter is over 30". Insulation to be double layer if vessel operating temperature is below 0°F. Tank and vessel head segments shall be curved or flat cut to fit in single piece or segments per ASTM C-450.Head segments shall be cut so as to eliminate voids at the head section and in a minimum number of pieces so as to eliminate through joints. Prefabricated flat head sections shall be installed in the same number of layers and thicknesses as the vessel walls. Void area behind the flat head shall be filled with spray applied polyurethane. Curved segments shall be fabricated to fit the contour of the surface In equal size pieces to go around the vessel with a minimum number of through joints. Cutting in the field shall be minimized. Ali sections shall be tightly butted and free of voids and gaps. Seal all outer layer and single layer butt joints with joint sealer. In double layer applications, the horizontal and vertical joints of the inner and outer layer curved segments shall be staggered. The top of the outer layer of wall insulation in a double layer system shall be held below the inner layer top a minimum of the insulation thickness. The tank head insulation layers shall be cut so as to meet the staggered joint. Secure the shell insulation with stainless steel bands on 12 inch centers. Install Saran 560 Vapor Retarder Film or Zero -Perm. Tightly wrap the vessel or equipment insulation circumferentially with Vapor Retarder Film. Overlap the seams by a minimum of 2 inches. Seal the overlapped seams with Vapor Retarder Tape. On vertical vessels apply the Vapor Retarder Film starting with the bottom course and work upwards. Each course should overlap on top of the one below it thus providing a joint that will naturally shed water. The vapor retarder on curved head sections shall be mastic/fab/mastic or approved alternate. Flat head section scan be covered with Vapor Retarder Film. Lap joints shall be covered with Vapor Retarder Tape. Legs and appendages attached directly to the shell shall be Insulated out from the vessel head or wall four times the insulation thickness and the insulation termination sealed with a vapor stop. Indoor tanks, vessels, and equipment shall be covered with PVC jacketing per section Protective Jacketing section. On out door equipment use aluminum jacketing per Protective Jacketing section. Rivets and screws shall not be used to attach jacketing on systems using a vapor retarder. ITEMS NOT INSULATED (Unless specified on Drawings) The following items will not be insulated unless specified on drawings: a)Oil pots. b) Control valves and strainers. c) Refrigerant pumps. d) Booster discharge lines. (BD) e)High stage discharge lines. (HSD) f) All thermosyphon piping.(TSS & TSR) g) All gauge piping. (however, it is required to insulate the gauge line shut-off valve off any insulated main and a minimum of 2 feet past this valve) h) All relief valve discharge piping. (RV) i) All purge lines. (PU) j) All high pressure liquid lines, (HPL) k) All condenser water lines and pumps. I) Hot gas piping in equipment room. Extend insulation from 1' to 2' beyond any roof and wall penetrations, BASSETT MECHANICAL REFRIGERATION STYROFOAM INSULATION THICKNESS CHART NPS (in) PROCESS TEMPERATURE (°F) VESSELS 2'-20' Dia. -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 0.5 0.75 1 1.25 1.5 2 2.5 3 4 5 6 8 10 12 14 16 18 20 2 2 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1 1 1 1 1 1 1 1 30°F to 40°F 2 2 2 2 2 2 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1,5 1.5 1.5 1 1 1 1 1 2" 2 2 2 2 2 2 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1 1 1 1 1 15°Fto29°F 2.5 2.5 2 2 2 2 2 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1 1 1 2.5" 2.5 2.5 2 2 2 2 2 2 2 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1 1 1 0°Fto14°F 2.5 2.5 2 2 2 2 2 2 2 2 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1 1 1 3' 2.5 2.5 2 2 2 2 2 2 2 2 1,5 1.5 1.5 1.5 1.5 1.5 1.5 1,5 1 1 1 (-1)°F to (-25)F 2.5 2.5 2.5 2.5 2.5 2,5 2.5 2 2 2 2 2 2 1.5 1.5 1.5 1.5 1.5 1.5 1 1 3,5" 3 3 2.5 2.5 2.5 2,5 2.5 2.5 2 2 2 2 2 2 1.5 1.5 1.5 1.5 1.5 1 1 (-26)°F to (50)F 3 3 3 3 2.5 2.5 2.5 2.5 2.5 2,5 2 2 2 2 2 1.5 1.5 1.5 1.5 1.5 1 4" 3 3 3 3 3 2.5 2.5 2.5 2.5 2.5 2.5 2 2 2 2 2 1.5 1.5 1.5 1.5 1.5 3.5 3 3 3 3 3 2.5 2,5 2.5 2.5 2.5 2.5 2 2 2 2 2 1.5 1.5 1.5 1.5 3.5 3.5 3.5 3 3 3 3 3 2.5 2.5 2.5 2.5 2.5 2 2 2 2 1.5 1.5 1.5 1.5 2'-10' Dia. (-51)°F to (-75)°F 3.5 3.5 3.5 3.5 3.5 3 3 3 3 2.5 2.5 2.5 2.5 2 2 2 2 1.5 1.5 1.5 1.5 4 4 3.5 3.5 3.5 3.5 3 3 3 3 3 2.5 2.5 2.5 2 2 2 2 1.5 1.5 1.5 4.5" 4 4 4 3.5 3.5 3,5 3.5 3 3 3 3 2.5 2.5 2.5 2 2 2 2 2 1.5 1.5 11-20' Dla. (-51)°F to (-75)°F 4 4 4 4 3.5 3.5 3.5 3.5 3 3 3 3 2.5 2.5 2 2 2 2 2 1.5 1.5 4 4 4 4 3.5 3.5 3.5 3.5 3 3 3 3 2.5 2.5 2.5 2 2 2 2 1.5 1.5 5" Based on Dow Chemical recommendations to prevent condensation fo 95°F ambient, 80 % humidity, aluminum jacket (e=0. ), and 7 mph wind speed. version 6-19-08 Notes: All condensate drain piping in an area below 35°F. to have 2" polyisocyanurate or 2" fiberglass insulation over heat tracing. All hot gas defrost piping to have 1.1/2" polyisocyanurate, unless temperatures are below 165°F. then Styrofoam maybe used. INSULATION SADDLE CHART All saddles to be galvanized steel OD of Insulation Gauge Length 0.5"thru5.5". 18 12" 5.6" thru 10.75" 16 18" 10.76" thm 17" 14 24" Over 17" 12 24" RECEIVED CITY OF TUKWILA JUL 252019 PERMIT CENTER P.O. BOX 7000 1215 HYLAND AVENUE KAUKAUNA, WI 54130 920-759-2500 re r 6 THIS DRAWING AND THE DATA SHOWN THEREON ARE PROPRIETARY AND CONFIDENTIAL AND ARE NOT TO BE USED NOR REPRODUCED FOR ANY PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF KHS, INC. <-S,IN WAL <ES C. -A, W �A 61k 0 n��� .. 4 CUSTOMER INFO: S-ASTA 1227 ANDOVER PARK E TUKWILA, WA 98188 TITLE: Re g e a 0 n S c:tio 5 PROJECT: 6935 DESC: AV V 0\ AR -RA 0\ - CONSTRUCTION AB 6/7/19 MACHINE TYPE;REFRIGERATION SCALE: NTS DATE 6/7/19 SIZE: DWG` N0: 88 5-P REV. ECN # - CHANGE NAME DATE RELEASE LEVEL: PRELIMINARY DR BY:: AB APP: DJS REF. SHT: 13 OF: 14 7