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Home My WebLink AboutPermit M19-0164 - SHASTA BEVERAGES - PROCESS PIPING FOR CO2 AND REMOVE OLD CO2 TANKSHASTA BEVERAGES, INC - CO2 PIPING 1227 ANDOVER PARK E FINALED 9/22/2021 M 19-0164 Parcel No: Address: Project Name: �-^� ^~��~m/�^°"^U �~U��o o��x�Uua Deportment mfCommunity Development G30U5ouuhcenterBoulevard, Suite #10O Tukwila, Washington 9818O Phone: 206'431'3670 Inspection Request Line: 2O6-438'93SU Web site: httn://wwm/.Tukwi|aVVA.nov MECHANICAL PERMIT 3523049072 Permit Number: 1227ANDOVERPARK E Issue Date: Permit Expires On: Ml9'Ol64 lZ/6/2Dl9 6/3/2OZ0 Owner: Contact Person: Name: Contractor: License No: Lender: Name: NATIONAL BEVERAGE CORP 81003VV10TH5T5TE4000' PLANTATION, WA, 333l4 l9l6BONA0DRSW, SEATTLE,WA, 98116 OWNER AFFIDAVIT ''' "I Expiration Date: DESCRIPTION OF WORK: INSTALL NEW PROCESS PIPING FOR CO2 FROM NEW CO2 TANK INTO THE NEW REFRIGERATOR ROOM, TYING INTO THE EXISTING COZPIPING INTO THE BUILDING AND REMOVAL OFTHE OLD [OZTANK. Valuation of Work: $22,000.00 Type ofWork: REPLACEMENT Fees Collected: $493.49 Electrical Service Provided by: PUGET SOUND ENERGY Water District: TUKVV|LA Sewer District: TUKVV|LA Current Codes adopted 6ythe City mfTukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Permit Center Authorized Signature; National Electrical Code: VVACities Electrical Code: VVA[296~4GB: WA State Energy Code: &6 Date: 2017 2017 2017 ZOlS I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions nflaw and ordinances governing this work will becomplied with, whether specified herein ornot. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state o/local laws regulating construction orthe performance ofwork, |amauthorized tosign and obtain this development permit and agree tothe conditions attached tothis permit. Signature: 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: l: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2; All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: Installation ofhigh-strength bolts shall beperiodically inspected inaccordance with A|5[specifications. 4: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ aspecial inspection agency and notify the Building Official cfthe appointment prior to the first building inspection. The special inspector shall furnish, inspection reports to the Building Official in atimely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall besubmitted tnthe Building Official. The final inspection report shall beprepared bythe approved special i.nspection agency and shall be submitted to the Building Official prior to and as a condition offinal inspection approval. 7: VALIDITY OFPERMIT: The issuance orgranting nfapermit shall not beconstrued tubeapermit for, oran approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances ofthe City nfTukwila 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. 8: All permits, inspection record card and approved construction documents shall bekept mtthe site ofwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. Q: Manufacturers installation instructions shall be available on the job site at the time of inspection. lO: No portion ofany plumbing system or gas piping shall be concealed until inspected and approved. ll: Plastic and copper piping running through framing members tnwithin one (l)inch ofthe exposed framing shall be protected by steel nail p|utoy not less than 18OnuQe. 12: Piping through concrete ormasonry walls shall not be subject to any load from building construction. No plumbing piping shall bedirectly embedded inconcrete ormasonry. 13� All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected inaccordance with the requirements ofthe building code. 14: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or anapproval of, any violation nfany ofthe provisions nf the Plumbing Code orFuel Gas Code orany other ordinance ofthe jurisdiction. 15: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2U6)438-935O 1800 MECHANICAL FINAL 0609 PIPE/DUCT INSULATION 0701 ROUGH -IN MECHANICAL Parcel No: Project Name: . . C) �� "�U m-n�� n ]nx��ooa 0 �� Department -^ Community Development 6300 Southcent*,Boulevard, Suite #1O0 Tukwila, Washlngtpn9810O phqne;286'431'3G70 Inspection Scheduling: httpo://tukm-egox.aspgnw'cmmn/BPMndex.html Fire Inspection Request Line: 206'575-4407 VVmb site:httm;//xmxm/'TwkmNa0VA.mmo MECHANICAL PERMIT ]S23O49O7I lZZ7ANDOVERPARK E 6HASJABEVERAGES, INC -0O2PIPING Permit Number: Issue Date: Permit Expires On: Owner: Contact Person: Name: Contractor: Address: License No: Lender: Name: Address: NATIONAL BEVERAGE CORP 8100SVV10TMST5TE4000. PLANTATION, WA, 33324 191GB3NA|noRSW, SsAl7L[ vvA' 98116. OWNER AFFIDAVIT ''' Phone: (206) 433-8997 Expiration Date: DESCRIPTION OF WORK: INSTALL NEW PROCESS PIPING FOR CO2 FROM NEW CO2 TANK INTO THE NEW REFRIGERATOR ROOM, TYING INTO THE EXISTING CO2 PIPING INTO THE BUILDING AND REMOVAL OF THE OLD CO2 TANK. Valuation cfWork: $22,800.00 Type of Work: REPLACEMENT Fees Collected: $493.49 Electrical Service Provided by: Puget Sound Energy Water District: Tukwila Sewer District: Tukwila Current Codes adopted bythe City oKTukwila: International Fire Code Edition: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2018 20182018 2018 2018 2018 National Electrical Code: VVACities Electrical Code: VVA[Z96-46B: WA State Energy Code: 2020 2020 2020 All provisions of law and ordin nces governing this work will be complied with7tether specified herein or not. The granting of this permit does not presume to give authority to violate or cancelthe provisions cfany other state orlocal laws regulating construction orthe performance ofwork. 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 horn period of1DOdays from the last inspection. PERMIT CONDITIONS: 1: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. Z: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: installation of high -strength bolts shall be periodically inspected in accordance with AISC specifications. 4: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. S: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in atimely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall besubmitted tothe Building Official. The final inspection report shall beprepared bythe approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: VALIDITY OFPERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation ofany cf the provisions ofthe building code urofany other ordinances cfthe City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances ofthe City ofTukwila shall not bevalid, The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction oferrors in the construction documents and other data. D: 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. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10; No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 11: Plastic and copper piping running through framing members towithin one (1)inch ofthe exposed framing shall beprotected bysteel nail plates not less than 1Ogauge. 12: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall bedirectly embedded inconcrete ormasonry. 13: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected inaccordance with the requirements ofthe building code. 14: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance ofthe jurisdiction. 15: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 18: Comply with NFPA 55, Cher 13. • Section 13.3.2.1 Cylinders, containers, and tanks shall be provided with a pressure gauge and a level gauge or device for indicating the quantity of liquid carbon dioxide. Bulk storage tank has pressure and level gauge and high/low pressure alarm system. • Section 13.3.3 .1 Carbon dioxide piping shall be located and supported to protect against damage from strain on piping and fittings; the effects of expansion, contraction, and vibration; mechanical damage; and heat sources. The CO2 piping system has been designed by local PE to insure it meets city building structural requirements. • Section 13.3.3.2 Piping, tubing, and hoses and fittings shall be designed to a bursting pressure of at least four times the system design pressure. All piping has bursting pressure of four times design pressure • Section 13.4 Materials of construction shall be employed for potential exposure to a temperature of -109 degrees Fahrenheit. CO2 Bulk storage tank and components are built per ASME Code, Section VIII, Division 1 Piping is designed in accordance with ASME B31.3 • Section 13.6.2.1 Activation of the gas detection system shall initiate an audible alarm within the room or area in which the system is installed. CO2 concentration alarm system will be installed areas where CO2 equipment / piping exist. • Section 13.6.2.3 Activation of the gas detection system shall sound a local alarm to notify persons responsible for system operation of a hazard condition in the area in which the system is installed. CO2 concentration alarm system will be installed areas where CO2 equipment / piping exist. COMPLY WITH ALL OTHER APPLICABLE PROVISIONS OF NFPA 55 CHAPTER 13. 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 17: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. PERMIT INSPECTIONS REQUIRED Permit Inspection Scheduling: https://tukw-egov.aspgov.com/BP/index.html Fire Inspection Request Line: 206-575-4407 FIRE FINAL 1800 MECHANICAL FINAL 1800 MECHANICAL FINAL 0609 PIPE_DUCT INSULATION 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL 4046 SI-EPDXY EXP CONC 4023 SI-OBS-SEISMIC REST CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. ',b '1H I(,Lf Project No. Date Application Accepted: V t Date Application Expires: I (For office use my MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION King Co Assessor's Tax No.: 352304-9072 Site Address: 1227 Andover Park East Suite Number: Floor: 1 Tenant Name: Shasta. Beverage Inc CO2 Piping New Tenant: ❑ Yes ®..No PROPERTY OWNER Name: Shasta Beverage Inc Address: 1227 Andover Park East City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: David Kehle Address: 1916 Bonair Dr SW City: Seattle State: WA Zip: 98116 Phone: 206-433-8997 Fax: Email: dkehle@dkehlearch.com MECHANICAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of project (contractor's bid price): $ Describe the scope of work in detail: Install new process piping for CO2 from new CO2 tank into the new refrigeration room, tying into the existing CO2 piping into the building and removal of the old CO2 tank. 22,000 Use: Residential: New ❑ Replacement 0 Commercial: New 2 Replacement m Fuel Type: Electric ❑ Gas ❑ Other: H:\Applications\Forms-Applications On Line \2016 Applications\Mechanical Permit Application Revised 1-4-16.docx Revised: January 2016 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <IOOk 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 2 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-1 OPM, Monday through Friday and 8AM-1 OPM, 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-10pm); • 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 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED 'TO APPLY FOR THIS PERMIT. BUILDING OWN, R OR A 7" 'c ZED AGENT: Signature: Date: 09/30/2019 Print Name: David Kehle Day Telephone: 2°6-433-8997 Mailing Address: 1916 Bonair Dr SW Seattle WA 98116 City State Zip H: \Applications\ rorms- Revised: January 2016 bh P ions Qn Liue\2016 Applications \Mechanical Permit Application Revised 1-4-16.does Page 2 of 2 DESCRIPTIONS I ACCOUNT PermitTRAK I QUANTITY PAID $1,936.83 D19-0357 Address: 1227 ANDOVER PARK E Apn: 3523049072 $1,540.53 DEVELOPMENT $1,468.36 PERMIT FEE R000.322.100.00.00 0.00 $721.68 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 PERMIT FEE R000.322.100.00.00 0.00 $721.68 TECHNOLOGY FEE $72.17 TECHNOLOGY FEE R000.322.900.04.00 0.00 $72.17 M19-0164 Address: 1227 ANDOVER PARK E Apn: 3523049072 $396.30 MECHANICAL , $377.43 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $344.28 TECHNOLOGY FEE ; $18.87 TECHNOLOGY FEE TOTALFEES PAID BY RECEIPT: R19236 R000.322.900.04.00 0.00 $18.87 $1,936.83 Date Paid: Friday, December 06, 2019 Paid By: SHASTA BEVERAGE, INC Pay Method: CHECK 609122 Printorl• Frirlav ilPrPmhPr ('I nig 2.77 PM 1 nf 1 On11211111 Balance Due: eed current Contractor Registration fro 'n Contractor,„.., Enter or Update Contractor Information in TRAKiT,. „„„,,. Attac Revision No, Yes No Yes Contractor Information to Permit ........................t#„ I�l] Yes Neec Curre it City of Tukwila Business License ,,,,,,,,,,,,,„ No No Yes No Notified Contact Person Date taff Initials U%v ! 1I4k ®.ili }f� DESCRIPTIONS PermitTRAK Cash Register Receipt City of Tukwila ACCOUNT QUANTITY PAID 69:5 M19-0164 Address: 1227 ANDOVER PARK 1 Apn: 97.19 Credit Card Fee $2• 83' Credit Card Fee MECHANICAL' R000. 69.908.00.00 0.00 2.83 $94 36 • PLAN CHECK FEE R000.322.102.00.00 0.00 $94.36 PG19-0143 Address: 1227 ANDOVER PARK E Apn: 3523049072 Credit Card Fee $1.22 Credit Card Fee R000.369.908.00.00 0.00 $1.22 PLUMBING $40.75 PLAN CHECK FEE R000.322.103.00.00 0.00 $40.75 PG19-0144 Address: 1227 ANDOVER PARK 30 39 Credit Card Fee $0.89 Credit Card Fee R000.369.908.00.00 0.00 $0.89 PLUMBING $29 50 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R18721 R000.322.103.00.00 0.00 $29.50 $169.55 Date Paid: Tuesday, October 01, 2019 Paid By: WILLIAM JOHNSON Pay Method: CREDIT CARD 03022B Printed: Tuesday, October 01, 2019 1:55 PM 1 of 1 CRWSYSTEM5 COTUKWILA ETKAKIT 6280 SOUTH[ENT[R DLVD TUKWILA, W4 98188 206'433'1870 CITY Of TUKWIL4 Date: 10/01/2019 0I'54:33 PM CREDIT CARD SALE MASTERCARD CARD NUMBER: ++***^++**7108 K TRAN AMOUNT: $169.55 APPROVAL Co: 03022B RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy Pe milt Inspections 2iiy of Tu,cwila Permit Number: M19-0164 Description: SHASTA BEVERAGES, INC - CO2 PIPING Applied: 10/1/2019 Approved: 11/21/2019 Site Address: 1227 ANDOVER PARK E Issued: 12/6/2019 Finaled: 9/22/2021 City, State Zip Code: TUKWILA, WA 98188 Status: FINALED Parent Permit: Parent Project: Details: Applicant: SHASTA BEVERAGES, INC - CO2 PIPING Owner: NATIONAL BEVERAGE CORP Contractor: OWNER AFFIDAVIT INSTALL NEW PROCESS PIPING FOR CO2 FROM NEW CO2 TANK INTO THE NEW REFRIGERATOR ROOM, TYING INTO THE EXISTING CO2 PIPING INTO THE BUILDING AND REMOVAL OF THE OLD CO2 TANK. CV SPE TOSS SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS SI-OBS-SEISMIC REST Bill Centen Notes: 12/19/2019 Any 12/19/2019 MECHANICAL FINAL Lee Sipe CANCELLED per owner request Notes: 12/11/2019 11:32 AM Contact Name: Jason Bruce Site Address: 1227 Andover Park Dr East Phone: 2065750525 e-Mail: jbruce@shastabeverages.com Canceled per owner request, They do not know which inspection is requested. 5/26/2021 AM 5/26/2021 ROUGH -IN MECHANICAL Lee Sipe NOT APPROVED 470-589-0132 - Neil Johnson Notes: Work incomplete 9:00 6/11/2021 AM 6/11/2021 ROUGH -IN MECHANICAL Lee Sipe APPROVED 2069600276 Notes: Rough -in Mechanical CO2 lines system, test, seismic anchoring. 9/8/2021 9/8/2021 SI-EPDXY_EXP CONC Lee Sipe APPROVED Notes: 9/8/2021 PM 9/9/2021 I MECHANICAL FINAL' Lee Sipe I NOT APPROVED I 2065750525 x3631 Notes: Incomplete not ready for final. Printed: Wednesday, 11 May, 2022 1 of 2 r$, SUPERION Permit Inspections ci:y of Tukwila 9/10/2021 PM i 9/8/2021 REFRIGERATION 1-- EQUIP Lee Sipe 2532089287 Notes: 9/14/2021 AM 9/14/2021 PIPE DUCT — INSULATION KC Ellis APPROVED 253.208.9287 Notes: 9/14/2021 AM 9/14/2021 MECHANICAL FINAL KC Ellis j NOT APPROVED 253.208.9287 Notes: Provide Fire Dept Final insp approval prior. Call for reinspection. 9/20/2021 9/20/2021 FIRE FINAL Patrick Smith APPROVED Notes: Approved 9/22/2021 AM 9/22/2021 MECHANICAL FINAL Lee Sipe APPROVED 253.208.9287 Notes: Printed: Wednesday, 11 May, 2022 2 of 2 rk SUPERION TOMCO2 Shasta Heater Foundation and Pipe Supports Tukwila, WA Structural Calculations 06/19/19 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 KPFF Project No. 1900191 June 19, 2019 0164- Fi E REVIEWED FOR CODE COMPLIANCE APPROVED NOV 21 2019 .‘ City of Tukwila BUILDING DIVISION CORRECTION URI • RECEIVED CITY OF TUKWILA NOV 0 6 2019 CENTER 1601 5th Avenue, Suite 1600 Seattle, %A 98707 (206) 622-5822 date C client I® f4 sheet no. ph no. 124rnw%►,w Gjru ► i+. 41 n1 w IE Shasta CO2 Tank Footing 1227 Andover Park E, Tukwila, WA 98188, USA Latitude, Longitude: 47.44307149999999, -122.25218389999998 Goodwill Tukwila Regal Cinemas Parkway Plaza 12 rri.„ cr Go gle Date Design Code Reference Document Risk Category Site Class The Home Depo Les Schwab Tire Center 3/19/2019, 1:46:34 PM ASCE7-10 D - Stiff Soll Type Value Description Ss 1.432 MCER ground motion. (for 0.2 second period) Si 0.534 MCER ground motion_ (for 1.0s period) Sms 1.432 Site -modified spectral acceleration value $1,11 0.8 Site -modified spectral acceleration value Sos 0.955 Numeric seismic design value at 0.2 second SA Soi 0.534 Numeric seismic design value at 1.0 second SA Type Value Description SDC D Seismic design category F. 1 Site amplification factor at 0.2 second F. 1.5 Site amplification factor at 1.0 second PGA 0.588 MCE0 peak ground acceleration FpGA 1 Site amplification factor at PGA PGA.. 0.588 Site modified peak ground acceleration TL 6 Long-perlod transition period in seconds SsRT 1.432 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.509 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 3.116 Factored deterministic acceleration value. (0.2 second) S1RT 0.534 Probabilistic risk -targeted ground motion. (1.0 second) S1UH 0.572 Factored uniforrn-hazard (2% probability of exceedance in 50 years) spectral acceleration. S 1D 0.996 Factored deterministic acceleration value. (1.0 second) PGAd 1.119 Factored deterministic acceleration value. (Peak Ground Acceleration) OSH PD Work 'n More - Tukw Taco 18e NW Map data -)2019 Google Type CRS CR1 Value Description 0.949 Mapped value of the risk coefficient at short periods 0.932 Mapped value of the risk coefficient at a period of 1 s re 1.5 1.0 0.5 0.0 1.00 0.75 0.50 0.25 0.00 MCER Response Spectrum 0 2 4 Period, T (sec) — Sa(g) Design Response Spectrum 6 0 2 4 Period, T (sec) Sa(g) DISCLAIMER 6 While the information presented on this website is believed to be correct, SEAOC /OSHPD and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in this web application should not be used or relied upon:for any specific application without competent examination and verification of its accuracy, suitabdity and applicability by engineers or other licensed professionals. SEAOC / OSHPD do not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the seismic data provided by this website. Users of the information from this website assume all liability arising from suckruse. Use of the output of this website does not imply approval by the goveming building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the search results of this webstle. sheet no. project by location date client 7607 5th Avenue, Suite 1600 Seattle, WA 98701 [206) 622-5822 job no. erM -0 1,0 it ce w1/40) 1,4 60.15s)(( ('or cslo 1Y C l a- 2Ci)) sheet no. project location date client 1607 5th Avenue, Suite 1600 Seattle, tt/A 98107 (206J 622-5822 iota no. :,. o 7 (q.,71 9 av C. 2,) / eL ©(/1d%u fir© -rX c,, te 1,501 5th Avenue. Suite 1600 Seottle, WA 98101 (206) 622-5822 point by location date Sheet no. job no. It T I 4_ `w1 41 4140. t2) GeK viti,. cam- - yi d� www.hittt.us Profis Anchor 2.7.6 Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: 1 6/19/2019 Specifier's comments: 1 Input data Anchor type and diameter: Kwik Bolt TZ - CS 1/2 (2) Effective embedment depth: hef = 2.000 in., hr,em = 2.375 in. Material: Carbon Steel Evaluation Service Report: ESR-1917 Issued 1 Valid: 5/1/2017 15/1/2019 Proof: Design method ACT 318 / AC193 Stand-off installation: - (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 2500, fo' = 2,500 psi; h = 4.000 in. Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) no Geometry [in.] & Loading [lb, in.tb] SAFE:ET Input data and results must be checked for agreement with the existing conditions and tor plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schwan Hilti is a registered Trademark of HOOP AG, Schwan www.hilti.us Profis Anchor 2.7.6 Company: Specifier: Address: Phone I Fax: E-Mail: 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions OW Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 179 60 0 60 max, concrete compressive strain: - no] max. concrete compressive stress: - fpsij resulting tension force in (x/y).:(0.000/0.000): 0 [lb) resulting compression force in (x/y)=(0,000/0.000): 0 [lb] 3 Tension load Page: Project: Sub -Project I Pos. No.: Date: 2 6/19/2019 Load N[113] Capacity + N, [Ib] Utilization De N„„/, N„ Status Steel Strength* 179 8,029 3 OK Pullout Strength" N/A N/A N/A N/A Concrete Breakout Strength** 179 1,563 12 OK * anchor having the highest loading **anchor group (anchors n tension) 3.1 Steel Strength N = ESR value • N„ Nu,, Variables Ase,N Ein.21 refer to ICC-ES ESR-1917 ACI 318-08 Eq. (D-1) [Psi] 0.10 Calculations N„ [lb] 10,705 Results N. [lb] 10,705 106,000 4) d, Ns„ [Ib] N„, [lb] 0.750 8,029 179 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hitti AG, SOnaan www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.7.6 3 6/19/2019 3.2 Concrete Breakout Strength Ncb = A (lt) tv ed,N c,N 4I cp,N Nb (I) Nct, Nue AN, see ACI 318-08, Part D.5,2.1, Fig, RD.5.2.1(b) AN,0 = 9 1 = (.1 + 2 e) 5 1.0 3 hef xif ed,NI = 0.7 + 0.3 (Thinr) 1.0 y op,N) = MAX(" 1.5hef) 1.0 Nb = ku Variables h„ [in.] 2.000 ecl,N Dn.] ea,N [in.] 0.000 0.000 ACI 318-08 Eq. (D-4) ACI 318-08 Eq. (D-1) ACI 318-08 Eq, (D-6) ACI 318-08 Eq, (D-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-7) c.,rnm [im] 12.000 ce, [in.] k5 fc [psi] 5.500 17 1 2,500 Calculations AN° [in.2] AN.0 ecl,N 4 ec2,N 36.00 36.00 1.000 1.000 Results Ncb [Ib] (I) concrete (I) N,b [Ib] Nue [Ib] 2,404 0.650 1,563 179 xlf 1.000 41 ed,N 1.000 W cp,N Nb [lb] 1.000 2,404 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor 4 c 4 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilt AG, Schaan www.hiltl.us Profis Anchor 2.7.6 Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: 4 6/19/2019 4 Shear Toad Load V. [Ib] Capacity 4 Vn [Ib] Utilization pv = V„a/4 Vn Status Steel Strength* 60 3,572 2 OK Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength** 60 1,683 4 OK Concrete edge failure in direction y+** 60 3,360 2 OK * anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength Vsa = ESR value Vsteel Z Vua Variables Ase,v [in.2] refer to ICC-ES ESR-1917 ACI 318-08 Eq. (D-2) futa [psi) 0.10 106,000 Calculations Vsa [Ib] 5,495 Results Vsa [Ib] 5,495 steel t Vsa [Ib] Vua [Ib] 0.650 3,572 60 4.2 Pryout Strength ANc _ Vcp kcp [(ANco) W ed,N W c,N W cp,N Nb, tit Vcp Vua ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANco = 9 her 1 2eN =(+)�i'o 3 her 4f ed,N = 0.7 + 0.3 (1.5hce•miner) 5 1.0 W cp.N = MAX(oa,rnin 1.5hef) 1.0 Cac � Oac Nb=kc7.'hies Variabless ^cp 1 W c,N he [In.] 2.000 ec1,N [in.] 0.000 can [in.] k ACI 318-08 Eq. (D-30) ACI 318-08 Eq. (D-2) ACI 318-08 Eq. (D-6) ACI 318-08 Eq. (D-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-7) ec2,N [in.] 0.000 ca min [in.] 12.000 ffc [psi] 1.000 Calculations ANc [in.2] 36.00 Results Vcp [lb] 2,404 00 17 ANco [in.2] 36.00 W ecl,N 1.000 W ec2,N 1.000 4) V, [Ib] Vua [Ib] 0.700 1,683 60 concrete 2,500 W ed,N 1.000 W cp,N 1.000 Nb [Ib], 2,404 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hai AG, Schaan www.hilti.us Company: Specifier: Address: Phone 1 Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: Pro is Anchor 2.7.6 5 6/19/2019 4,3 Concrete edge failure in direction y+ Avc Vob =( Avco Vcb 2 Vua Avc see ACI 318-08, Part D.6.2.1, Fig. RD.6.2.1(b) Avuu = 4.5 ea, 1 tV ec,V — 2e)5 1.0 1 + 3ca Wed,v=0.7+0.3(1 5Ca1)51,0 h,V ,vWc,vWn,vWparlet,VVb 1.0 Vb _ (7 (tl-)u.'. ) A. \IT, Variables cal [in.] ACI 318-08 Eq. (D-21) ACI 318-08 Eq. (D-2) ACI 318-08 Eq. (D-23) ACI 318-08 Eq. (D-26) ACI 318-08 Eq. (D-28) ACI 318-08 Eq. (D-29) ACI 318-08 Eq. (D-24) cat [in.) ecv [in.] W c,v ha [in.] 12.000 12.000 0.000 1.000 da [in.] [psi] 2,000 1,000 0.500 2,500 Calculations Avc [in.2] 120.00 Results Vcb [Ib] Avco [in-2] W ec,V W ed,v 648.00 1.000 0.900 4! concrete 4) Vcb [Ib] Vua [Ib] 4,799 0.700 3,360 60 5 Combined tension and shear Toads pN 4.000 W perellel,V 1.000 w h,V 2.121 (3v Utilization pa,,, [°/a] Status 0.115 0.036 5/3 4 OK )Nv=pi,+pv<=1 Vb [Ib] 13,575 6 Warnings The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (ETAG 001/Annex C, EOTA TR029, etc.). This means load re -distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected 10 the design loading. PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid base plate assumption is valid is not carried out by PROFIS Anchor. Input data and results must be checked for agreement with the existing conditions and for plausibility! Condition A applies when supplementary reinforcement is used. The cb factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition 3 applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Refer to the manufacturer's product literature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! Fastening meets the design criteria! Input data and results must be checked fur agreement with the existing conditions and far plausibility! PROFIS Anchor ( c ) Z003-2009 Hilti AG, FL-9494 Schaan Milli is a registered Trademark of Hilt) AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: 7 Installation data ( Anchor plate, steel: - Profile: - Hole diameter in the fixture: - Plate thickness (input): - Recommended plate thickness: - Drilling method: Hammer drilled Cleaning: Manual cleaning of the drilled 7.1 Recommended accessories Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.7.6 6 6/19/2019 Anchor type and diameter. Kwik Bolt TZ - CS 1/2 (2) Installation torque: 480.001 in.lb Hole diameter in the base material: 0.500 in. Hole depth in the base material: 2.625 in. Minimum thickness of the base material: 4.000 in. hole according to instructions for use is required. Drilling Cleaning Setting • Suitable Rotary Hammer • Manual blow-out pump • Properly sized drill bit Coordinates Anchor in. Anchor x 1 0.000 0.000 12.000 C+x 12.000 • Torque controlled cordless impact tool (Hilli Safeset System) • Torque wrench • Hammer 8 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability far a specific application, You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked Tor agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 5chaan Hilti is a registered Trademark of Hit AG, Schaan 16015th Avenue, Suite 1600 Seattle, VVA 98101 (206) 622-5822 project by location date sheet no. talent job no. 4.4 12 { err r.e./ (' /c J_'G . o(2 Prz'' project location client 1601 5rh Avenue. Suite 7600 Seattle. INA 98101 (2061622-5822 lid -ot- (o©c 4( ah r- rpe.. r v., 1or.G .core, G s pc. t r- v(zv) lvOJ#A-( by date 1. sheet no. job no. o H 7 x 271' tfr P7rNtAvt• j7i. ets covio ©°71 L 4 ; 4•I.- . &-.,. ii _...- . I 1: .*-,.'„, - "-t; - ' .t•,',4-,! .t!!'.` '''' --- , ,-..--- !; + : sl I 6.. ! Zt ,4kgt 7 t •t t 4 4:6 .073 oId t;c7ciii „ 07+ Zi 91 4' tR • f,D 70 11:12,4 ,a- 00 4 A=,. ...4 t. r-, ..1, 0, i ,;. • -;..:;:;',-.--,0 ---- e.,---4- ,4,,,,,- :I' .t•i,, 14f ! I .... n , 1' ".' • ' 11. .!..., ...!... , :: 7 LIU Z,t' t,„ 1 . 1 7! ill; ' ' f••:-;:- _ ; . _ i • "....1-.-- v -4-4 .- .—• :14' .i.--, • .1-i ! , 4'2' , •'',, T`C '''. ...kk , + '-';'-• . Pt7 4 . 0 1 ^. : • '''' ' ti 4 • i 4 ; 1., ,; O.t 1 ea 1 ' • ) ' 4-•J 4; . • ;:t; ..'-.4 ';`` ; i 4 a - , ,;.;. _ +4, * • '4 ; ;144 • i 44 4 ..c1, -,,.. 47 ' •,,V4 1 ' . l'ts X 4 .0 4,4 il 8 , - tit,. .? al, .0 7467. .a. , *. . f 1 Pe orat,.: ; ;lir. vac -s •Ii ! ...... . . ..‘ it, Q t. 1 0,10 , •P 1. ' 1 , 1 0. PI • 00 If/11., , .0p la *110.4. ,,,,, P- 4,44 4, Pe : 0 .0 0,I : P , •,- .1 0, 4-' w * /IF ,074,140,, a I !I; nP 440-41, -a' CV; • 4,0;00. 7 Q 0 {a. 1607 5th Avenue, Suite 1600 Seattle, I IA 98701 f206) 622-5822 project sheet no. by date client job no. I.o (,Le tOko s3 t.�p 1 1+- z D 'LP (v C. 7- s °'t'r) z•1 r wa sheet no, project location i by dale client 7601 5th Avenue, Suite 1600 Seattle, WA 98101 (206) 622.5822 job no. - �(07 (r) 1,-77k0,0 0 (t? 4 . o0 t1 1001 5th Avenue, Suite 1600 Seattle, WA 98101 (206) 622-5822 project by location date sheet no. client job no, 1 lc 160) 5th Avenue, Suite 7600 Seattle, WA 98707 (206) 622-5822 project sheet no. date client job no. Igfd p•qu_ .Su 1`e`3.' Q lot; —� Got. tt c2t .s e G O LC) V Llzt ` A * tL11 notkin pes,ric company PROJECT MEMORANDUM January 19, 2021 TOMCO2 Systems 3340 Rosebud Road Loganville, GA 30052 Attention: Doug Russell cc: From: Tae Kim, Notkin a P2S Company Project: Shasta Beverage—0O2 Piping Project #: 219043 Subject: Narrative Revision 1 REVISION NO, A RECEIVED CITY OF TUKWILA JAN 2 2 2021 PERMIT CENTER The following revisions have been made to the piping plans as Revision 1. Revision 1 1. P-001 a. No changes. 2. P-101 a. b. c. 3. P-102 a. Showed the relocated existing CO2 vaporizer. b. Revised the temporary CO2 tank location. e. Revised the temporary CO2 piping route. d. Revised the flexible hose to be 450-psi rated and removed "STAINLESS STEEL BRAIDED". e. Showed the tank vaporizer unit and refrigeration unit on the background. f. Removed "W/INSULAT1ON" for the CO2 piping after new CO2 Filter. Revised to be capped at where the existing sugar pipes are removed. Revised as to where the existing CO2 vaporizer are to be relocated. Omitted the SUGAR PIPING PLAN. Please contact me if you have any questions or require further clarification. TK/mw V: \ Eng \2190I43-Shasta Beverage CO2 Piping\Word \ Revision-1 Narrative - matt edits.docx P2S Inc. 920 5th Avenue Ste 2300 Seattle, WA 98101+ T 206.448.1911 P2SINC.COM City of Tukwila Allan Ekberg, Mayor Department of Community Development February 11, 2021 DAVID KEHLE 1916 BONAIR DR SW SEA FILE, WA 98116 RE: Correction Letter # 1 to Revision #2 MECHANICAL Permit Application Number M19-0164 SHASTA BEVERAGES, INC - CO2 PIPING - 1227 ANDOVER PARK E Dear DAVID KEHLE, 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. 1. On plans, cloud for clarification all #2 Revisions. 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. If you have any questions, 1 can be reached at 206-433-7184. Sincerely, Laurie Werle Permit Technician File No. M19-0164 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development April 02, 2020 DAVID KEHLE 1916 BONAIR DR SW SEAFILE, WA 98116 RE: Correction Letter # 1 to Revision #1 MECHANICAL Permit Application Number M19-0164 SHASTA BEVERAGES, INC - CO2 PIPING - 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 - R DEPARTMENT: LEE SIPE at (206)-431-3656 if you have questions regarding these comments. 1. Provide information for Detail B-1 it is not shown on plans. 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/onother 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, MI9-0164 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 C.) City of Tukwila Department of Community Development October 28, 2019 DAVID KEHLE 1916 BONAIR DR SW SEA 1 I LE, WA 98116 RE: Correction Letter # 1 MECHANICAL Permit Application Number MI9-0164 SHASTA BEVERAGES, INC - CO2 PIPING - 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 - M DEPARTMENT: LEE SIPE at (206)-431-3656 if you have questions regarding these comments. • Correction required. 1. Please provide Structural Engineering for roof wall loads with equipment, piping and anchoring. 2. Provide list of required special inspections for anchoring. 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, Rts.„ Bill Rambo Permit Technician File No. M19-0164 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 david kehle architect October 1, 2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: Mr. Jerry Hight RE: Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement CO2 Piping Dear Mr. Hight, As the Design Professional In Responsible Charge, I have reviewed the attached permit submittal, drawings for the new CO2 piping from the new CO2 tank and connecting to the existing piping into the building and the removal of the existing CO2 piping not being reused, as prepared by Notkin Mechanical Engineers. I believe these are adequate for permit submission and initial review. Please accept for permit review. Sincerely, David Kehle AECEIVED c:iTY OF TUKWILA OCT 0 1 2019 1V10 CENTER MV1 01(04 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0164 DATE. 01/25/2021 PROJECT NAME: Shasta Beverages, Inc — CO2 Piping SITE ADDRESS: 4020 S 148th St Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 2 after Permit Issued 04•00111,1111011W011111111101111111 DEPARTMENTS: U,5 CQEd //28"ai Building Division Public Works El IfA - Fire Prevention Structural Planning Division Permit Coordinator EL PRELIMINARY REVIEW: DATE: 01/26/21 Not Applicable El (no approval/review required) Structural Review Required REVIEWER'S INITIALS: DATE: El APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 03/23/21 Approved with Conditions ri Fire Fees Apply ri Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire Ej Ping 0 PW 0 Staff Initials: 12/18/2013 °PERMIT COORD COPY (5 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M190164 DATE: 02/11/2020 PROJECT NAME: SHASTA BEVERAGES, INC - CO2 PIPING SITE ADDRESS: 1227 ANDOVER PARK E Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: CA7A9 tiljding Division Public Works Fire Prevention Planning Division Structural Permit Coordinator 111 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 02/13/20 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews DUE DATE: 03/26/20 Approved with Conditions Fire Fees Apply Denied (ie: Zoning Issues Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: \ 1 \ Departments issued corrections: Bldg Fire Ping PW IEI Staff Initials: V)V1 12/18/2013 PERM!T COOP.D COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0164 DATE: 11/06/2019 PROJECT NAME: SHASTA BEVERAGES, INC - CO2 PL SITE ADDRESS: 1227 ANDOVER PARK E Original Plan Submittal X Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: building Division Public Works ri Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: DATE: 11/07/19 Not Applicable ri Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR OR CORRECTIONS: DUE DATE: 12/05/2019 Approved Corrections Required n Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 FW Staff Initials: 12/18/2013 9ERTT COORD COPY 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0164 DATE: 10 0 /2019 PROJECT NAME: SHASTA BEVERAGE, INC CO2 PIPING SITE ADDRESS: 1227 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Perrnit Issued DEPARTMENTS: Public Works L A -NA l Fire Prevention e Structural Planning Division Permit Coordinator u PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 10/01/19 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 10/29/2019 Approved Approved with Conditions r Corrections Required Denied Lil (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire 0 Ping 0 PW El Staff Initials: 12/18/2013 SITE ADDRESS: 1)4 7 4,,tifiaok PROJECT NAME: PERMIT NO: t*If 4) II ORIGINAL ISSUE DATE: 12.lo — REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 Summary of Revision: re v1/2 &--e ei\pfe, (upperi- Cow( 4r-ch) 441-A-1, iCivv-s v'perEets Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: 'v pfro Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO, DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) Cityof Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http:/Avww,ci.tukwila.wa.us Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: (71\?A 2.tPlan Check/Permit Number: ti 11 14 Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Ali*I1). &NeVbCiE It4 Project Address: ilf, i4. Contact Person: 1410 VjEttik, Phone Number: Summary of Revision: EiNitveo Ffidt# Zit Oc*, 14A-14o 130,scvr RECEIVED CITY OF TUKWILP JAN 2 2 2021 PERMIT CENTER 4-33 T7 Sheet Number(s): t)- CZ/I01 ZE$ P-102 V4Y "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 0 / (g"2-1?-- ‘applicationsWorms-applications on linerevision submittal Created: 8-13-2094 Revised: 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: 2- I I( 110 LO Plan Check/Permit Number: met 1 ` O I (09 ❑ Response to Incomplete Letter # 111 Response to Correction Letter # Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner 0 Deferred Submittal # Project Name: > pol"S ram" v ? — C)Z Pi PI r✓ Project Address: 1 Z L 7 Al 06 t/E4_ P'.k Contact Person: 1V t. l 1. E-F/'i Sa'J Phone Number: Summary of Revision: Rc.,Y/SE° PIP, Al U U PP©J. L T. 0ut-7-td Ai '-(1-6-S.S9-613Z. uppo RECEIVED CITY OF TUKWILA FEB 1 1 202g PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including drate o Received at the City of Tukwila Permit Center by: Entered in TRAKiT on .2--" 1 1 - 24.2_,0 W:\Permit Center\Templales\Forms\Revision Submittal Farntdoc Revised: August 2015 Date: I 1 0 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. Plan Check/Permit Number: M19-0 164 0 Response to Incomplete Letter Response to Correction Letter # 1 RECEIVED CITY OF TUKWILA El Revision # after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner NOV 062019 O Deferred Submittal # Project Name: Shasta Beverages, Inc — CO2 Piping Project Address: 1227 Andover Park E Contact Personlr) 66:1-tte. Summary of Revision: cteZ 065 PERMIT CENTER Phone Number: la.0-43g-Y\ 61,4' A-611o(eilq kleNT 46t,© Thvo ceivOict Perer7 Sheet Number(s): 'qt.-00 Co 04 11 ism cyttutccua.a._. "Cloud" or highlight all areas of revision including d of revision Received at the City of Tukwila Permit Center by Entered in TRAKiT on I I ClUsers \ 1-r‘Desktop \Revision Submittal Forindoc CITY OF TUKWILA Department of Community Development 630o Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplan@ci.tukwila.wa.us Permit Center/Building Division 206 431-367o Public Works Department 206 433-0179 Planning Division 206 431-367o AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING , states as follows: [please print name] PERMIT NO: fii/9-016(( 0/9-°357 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 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 either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 1.8.27.090 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 1 , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.1.61 through 19.28.271 shall not apply to persons making electrical installations on their own 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. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. Wee 4111.. 0/11. oe Owner/Owner's Agent* Signed and sworn o before me this d of '6611 NOTARY PUBLIC in and for the State of Washington Residing at //71 Name as commissioned: ,County My commission expires: e0- ! '6\ 1.8.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; io. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. • Per Washington State Department of labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. GENERAL NOTES: C ill is nt OF TOO O I !I' " ou `_ E, aust F�,i �. Exhst fan % III 1. EXTENT OF DEMOLITION SHOWN IN HEAVY DASHED LINES, 2. EXISTING CONDITIONS WERE TAKEN FROM RECORD DRAWING AND SELECTIVE FIELD MEASUREMENTS. ACTUAL CONDITIONS AND DIMENSIONS OF PIPING ARE TO BE FIELD VERIFIED BY THE CONTRACTOR AND ADJUSTMENTS MADE AS REQUIRED. tisaN S� 4 WAS go o ° - -- _ --- i� 3. WHERE OPENINGS ARE LEFT IN EXISTING STRUCTURE (WALLS, FLOORS, AND CEILINGS) FROM REMOVAL OFsIONALG EXISTING PIPING, CONTRACTOR SHALL COORDINATE PATCH AND REPAIR TO MATCH EXISTING CONSTRUCTION AND RATING. isr'sza m 01/19/21 notki n MMONhAL RELOCATE EXISTING �\ CO2 VAPORIZERS EXISTING 1-1/2" -----}---- SUGAR PIPING o P2S rx cD:npany www.p2sinc.com telephone: 206.448.1911 facsimile:206.448.9485 920 5th Ave, Suite 2300 -- S S EXISTING 1-1/2" CO2 Seattle, WA 98104 Contact:Tae S. Kim, PE notkin#: 219043 T CAP I CO2 TANK TO II 1 I I BE REMOVED �I ---- 1-1/2- SUGAR PIPING CAP 1 i W 88 j BELOW TANK TO BE REMOVED r h `J p„ O 3 EXISTING 1-1/2" SUGAR PIPING ��,l,IT OMIT ~ ' Z F d - ur�i oWer• -- --I ------ j �„ _�... I JAN 2 2 2202t _ i ' �.,0c' "'-1y Q o o 1 ower\ E Date: 09/25/19 Project* — IN SUGAR PIPING DEMOLITION PLAN 1 SCALE: 1/4"=1'-0" SUGAR PIPING PLAN 1 2 SCALE: 1/4"=1'-O" N KEY PLAN Drawn by: TK Scale: As Noted Ai 0�� Sheet No. 0 2' 4' 8' SCALE: 1/4" = 1'-0° P-101 PERMIT SET L� ��Y''uP'1 / Y -P t ItSP I SypCr Sk7, SugP ! q3 Xa Tnnn / ! Tu..0 \ T_ ,1 Tonk / i.- j 1-1/2" TYPE K\COPPEsy R 1-1/2" l� TTi { rT _1 CO2� -rr ' +F�trko! tEle�t.ca -- I i NEW CO2 FILTER I NEW R BATH - - -- _---------- --'--- i �� _ >l �nr I I , n'r -� -- - VAPORIZER- ! duel MaN / 1-1/2'" TYPE K COPPER I i ,nanla O W/INSULATION Tnnk a r 11 3" SCHEDULE 40, TYPE 3041 STAINLESS STEEL CW PIPING TO 1NG. to EXISTING CW PIPING T rik- ayuelMaN LIQUID CO2 PIPING l 1, 1 I ' ® 350—PSI, TYPICAL a r'I \ « I / / K\ "° "a - --- r - -- IL �_ - ,.>J Uanr to Roos 1-1/2" TYPE K COPPER I r,rim C)n a \G v C - W/INSULATION j \ 3 L — 1 ih Knox 6 v z r 1/2 TYPE K COPPER _ rP __T- NEW CO2 TANK j W/INSULATION F❑z - L urre.,t s an.,Forne BO ® I J Sta'rs 6 ® tl -- TANK VAPORIZER Flatforn oolin w i 1" TYPE K COPPER gr I W/INSULATION sw, I m .I 1 N O ... --- - — - REFRIGERATION UNIT ( -------- -- I Futur IN Coelirg Tower ! I ' TEMPORARY CO2 PIPING PLAN INCO2 PIPING PLAN N GENERAL NOTES: 5 0' 1. EXTENT OF DEMOLITION SHOWN IN HEAVY DASHED LINES. g SAN Soswnsytdr w `� 2. EXISTING CONDITIONS WERE TAKEN FROM RECORD DRAWING AND SELECTIVE FIELD MEASUREMENTS. ACTUAL CONDITIONS AND DIMENSIONS OF PIPING ARE TO BE FIELD VERIFIED BY THE CONTRACTOR AND ADJUSTMENTS MADE AS REQUIRED. - 3. WHERE OPENINGS ARE LEFT IN EXISTING STRUCTURE WALL°� a 52272 r FROM REMOVAL OF EXISTING PIPING, CONTRACTOR SHALL ��SONAL COORDINATE PATCH AND REPAIR TO MATCH EXISTING CONSTRUCTION AND FIRE RATING. 01/19/21 notki 4. SEAL PIPE PENETRATIONS WITH FIRE -STOP MATERIALS AT FIRE RATED WALL n o Pas:. o P"ny www.p2s!nc.com telephone: 206.448.1911 O SHEET NOTES: facsimile: 206.448.9485 920 Sth Ave, Sude 2300 98104 Seattle, WA S.Kim Contact:Tae S. Kim, PE notkin#: 219043 1. REPLACE EXISTING CO2 FILTER AFTER NEW CO2 PIPING IS INSTALLED. 2. REMOVE EXISTING CO2 PIPING AFTER NEW CO2 PIPING IS INSTALLED. 3. REMOVE EXISTING CO2 VAPORIZER AFTER NEW CO2 PIPING IS INSTALLED. 4. REMOVE EXISTING CO2 PIPING AFTER NEW CO2 PIPING IS conINSTALLED. z n_ W SPECIFICATIONS: �ra V N 0 "�✓ 1. CO2 PIPING: A. CO2 PIPE SHALL BE TYPE K COPPER TUBE, PREWASHED AND CAPPED FOR OXYGEN SERVICE. B. FITTING SHALL BE WROUGHT COPPER, PREWASHED AND BAGGED. JOINTS SHALL BE BRAZED WITH NITROGEN N O f¢-- U) Q = PURGE. C/) C. PRESSURE TEST TO OPERATING PRESSURE PLUS 50 PSIG. D. INSULATION SHALL BE 1" THICK POLYURETHANE FOAM WITH PVC JACKET. } a JAN 2 2 2J21 ' • _- at (� � o z 0 P4 Date: 09/25/19 Project #: - KEY PLAN N Drawn by: TK Scale: As Noted O Sheet No. 0 4' 8' 16' SCALE: 1/8" = 1'-0" P-102PERMIT SET GENERAL NOTES DESIGN CRITERIA All design and construction shall conform to the requirements of the International Building Code (IBC), 2015 Edition, as amended by the city of Tukwila. SEISMIC LOADS Seismic loads are calculated in accordance with Chapter 13 ofASCE 7-10 with the following factors: Site Class D IP = 1 Sds = 0.913 Rio =6 Sd1 = 0.534 ap = 2.5 CONCRETE Concrete work shall conform to all requirements of IBC Chapter 19. Concrete foundations and walls shall have a 28 day strength of fc = 4000 psi. Reinforcing steel shall conform to ASTM A 615, Grade 60. Bars in foundations cast against earth shall have 3" of cover. Top and Side bars shall have 2' of cover. Bar Size Lb Llot #6 2�8 77-7 #7 42' fA" LID = Class B lap splice length, 1.3 Ld Lbt = Class B lap splice length for a top bar, 1.3 Ldt NONSHRINK GROUT Base plate grout shall be non -shrink type with minimum fc = 5000 psi. STRUCTURAL STEEL REFERENCE SPECIFICATIONS STRUCTURAL STEEL AISC 360 - SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS HIGH STRENGTH BOLTS RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH -STRENGTH BOLTS WELDING AWS D1.1, TYPICAL AWS D1.3 FOR STEEL DECK AND COLD -FORMED FRAMING AWS D1.8 FOR SUPPLEMENTAL SEISMIC PROVISIONS AWS PREQUALIFIED JOINT DETAILS WELDER CERTIFICATION AMERICAN WELDING SOCIETY (AWS) WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) STEEL MATERIALS WIDE FLANGE SHAPES (W AND WT) ASTM A 992 PLATES (PL), BARS ASTM A 36 TYPICAL, ASTM A 572 GRADE 50 WHERE NOTED STRUCTURAL BOLTS ASTM F 3125, GRADE A 325 ANCHOR RODS ASTM F 1554, GRADE 36 UNLESS NOTED OTHERWISE THREADED RODS ASTM A 36, UNLESS NOTED OTHERWISE WELDING ELECTRODES 70 KSI, LOW HYDROGEN, TYPICAL 60 KSI, MINIMUM, STEEL DECK AND COLD -FORMED FRAMING WELDING All welding shall be in conformance with Rise and aws standards, and shall be performed by AWS-WABO-certified welders. only welds that are prequalified, as defined by aws, or qualified by testing shall be used. Shop drawings shall show all welding with aws a2.4 symbols. welds shown on the drawings are minimum sizes. Increase weld size to aws minimum sizes based on thickness. Minimum weld size shall be 3/16-inch, unless noted otherwise. The welds shown are for the final connections. Field weld symbols are shown where field welds are required by the structural design. Where field weld is not indicated, the contractor is responsible for determining if a weld should be shop or field -welded in order to facilitate the structural steel erection. Welding of the seismic force -resisting system shall be executed in accordance with the provisions of aws d1.8 "structural welding code - seismic supplement', welds associated with the seismic force -resisting system are identified within these drawings as follows: NOTE WITHIN WELD TAIL D1.8 Indicates welds subject to requirements of D1.8 D I .8-DCW nicates demand critical welds subject to additional specific requirements within D1.8 The lowest anticipated service temperature is 50 degrees fahrenheit for determination of required charily v-notch toughness level. INSPECTION Special Inspection per IBC Chapter 17 shall be performed by an approved testing agency. All prepared soil -bearing surfaces shall be inspected by the Geotechnical Engineer prior to placement of reinforcing steel. Soils compaction shall be supervised by an approved testing agency or Geotechnical Engineer. Special inspection items include, but are not limited to: Reinforcement and Placement Use of Acceptable Concrete Design Mix Anchors Cast in Concrete Welding and Certification Mechanical Anchors Fastener Pretensioning SPECIAL CONDITIONS Contractor shall verify all dimensions and existing conditions in the field before proceeding. Dimension noted as plus minus (±) indicate unverified dimensions and are approximate. Noted dimensions take precedence over scaled dimensions - DO NOT SCALE DRAWINGS. Dimension of existing conditions may be based on record drawings and are to be field-verfied by contractors. r= "All ! J < F-2 > (-2'-0") TYP @ INTERIOR —I F , F-2 —I F —1 TYP 2 PLACES L_�L_ L--J L___J j 91 PW6,,8,5 W6x8.5 EXISTING MECHANICAL PAD /�7A� 91-0. 9._011 g,-0- F_ —1 -- — — — — — — — — — — — — — — — — — — — — — — — — — r---------- L_J I I— — — — — — — — — -- (F-1) r2 L-- — — — — — — — — L __1 < F-1) (-10'-0-) TYP @ EXTERIOR I TYP _J F — — — — — — — — — — — — — _T ------ 2 PLACES F— — — — — — — — — — — — CONDENSER UNIT BY OTHERS. r i L— — — — — — — — — — - NOTES: 1. INDICATES TOP OF CONCRETE ELEVATION. DATUM ASSUMED TO BE TOP OF EXISTING SLAB -ON -GRADE = 0'-0'. 2. TOP OF SLAB -ON -GRADE TO MATCH EXISTING. 3. (X'-X-) INDICATES BOTTOM OF FOOTING. 4. B-X INDICATES SUPPORT FRAMES PER SCHEDULE 2/S1.1. 5. f_j �� = INDICATES SPREAD FOOTING PER SCHEDULE 6/S1.1. EXISTING EXTERIOR WALL PLAN N we of work *fnoul P,c, 3pprovailcift" Tuiteids Suading Owow NOTE: Rewom will rawra a raw mW LA FILF,COPY Pa vil No. AMOI&V Plan review approval is suW to err= ino onfussions, Approval of construction clocurneries ioy authorize the violation of any aclooted ewe Ior wafrance Receioi of aporoveo Feio Copv anc conaitions r acKnowfeagea Data City Of TUk-W BUILDING DIVISION A P P R' 'v 9 REVISIONS #1 DATE I DESCRIPTION 1 O2106/20 REV 1 RON N01-L r?ECFIVEI) CITY OF TUKWILA FEB 112020 PERMIT CENTER KPFF JOB NO. 1800777 DATE 01-31-2019 Z DRAWN DMH DESIGNED MBG REVIEWED MBG SHEET NAME STRUCTURAL CALL TWO BUSINESS 0 1) NOTES AND PLAN DAYS BEFORE YOU 01G 0 SHEET NO. 1-800-424-5555� 0 S1.0 Z W 3/S 1-1 W6x8.5 TYP x NOTES: 1. ALL STEEL FRAME SHALL BE W6x8.5 UNO. 2. SEE FRANE SCHEDULE FOR ELEVATION. 3. SEE FOOTING SCHEDULE FOR FOOTING DETAIL. TYPICAL ELEVATION VIEW 1 NO SCALE I �H I I O0p Lu SEE BASE PLATE SCHEDULE O I I FOR BASE PLATE AND I I ANCHOR BOLTS uuJJ z zm zw a L EXISTING p FLOOR SLAB B/FTG 1/4" PL 112 bf MAX FRAME SCHEDULE 1/4"PL DIMENSIONS 1 FRAME H W DETAIL B-1 18'-0" 4'-0" 8 3/16 II TRIM FLANGE 2 B-2 10'-0" 1 1 3/16 I IF NECESSARY N F3/16 W6x8.5 POST FACE OF WEB BEAM TO COLUMN BEAM TO BEAM FRAME SCHEDULE BEAM -COLUMN CONNECTION L NO SCALE NOT TO SCALE FOOTING SCHEDULE DIMENSIONS TYPE MARK LENGTH WIDTH i DEPTH REINFORCING F-1 4'-0" 5'-0" 2'-0- (5#6 EW F-2 3'-9" 1 3'-9- 1 N 2'-0" (5)#6 EW UNISTRUT P1026 90" TOP & BOTTOM 2' 6" (4'-0" AT 7A) y_p^ 7UNISTRUT P2265 ANGULAR FITTING EACH END UNISTRUT P1000T 1 5/8"xl 5/8" CHANNELSTRUT 3/8"0 HILTI KWIK BOLT TZ EXPANSION BOLT W/ 2 3/4" EMBED EXISTING CONC WALL TYPICAL BASE PLATE DETAIL �� O TING SCHEDULE SECTION AT PIPE SUPPORT 3/4" = 1'-01, V NO SCALE (D—ll !_ = 1'-0" 10" 2x ROD 0 3/16 4 1/2 WEB 2" MIN 3/16 4 1/2 FLANGES $ 3/16 V 3 O I BASE PL SIZE PER o ? COLUMN SCHED o O�i aN N HOLE SIZE PER AISC RECOMMENDATIONS PLAN 00 0 w z z MIN WASHER O w SIZE PER AISC U (t) N p RECOMMENDATIONS w Z) 00 z� �LL T/FIN FLR OR FTG (4)1/2"0 F1554 GR36 ANCHOR RODS B/ROD OR ROD HEAD B/FTG HEAVY HEX NUT OR ROD HEAD z: : BASE PLATE DETAIL 4 1„ = 11-01, \ 12/S1-1-1 / W6x8.5 2_-0" 2'-0" / Lo ,b ELEVATION VIEW 3/16" = 1'-0" 3/16 nECF-IVEn CITY OF T 1;mVILA 0 tk* FEB 112020 PERMIT CENTER DETAIL I L NO SCALE w A A CAL TWO BlsINEs DAYS MORE YOU I 1-80-424-5555 REVISIONS # I DATE I DESCRIPTION 1 02/06/20 REV 1 KPFF JOB NO. 1800777 DATE 01-31-2019 DRAWN DMH DESIGNED MBG REVIEWED MBG SHEET NAME STRUCTURAL DETAILS SHEET NO. S1.1 . I GENERAL NOTES 2ESIGN CRITERIA All design and construction shall conform to the requirements of the International Building Code (IBC), 2015 Edition, as intended by the * of Tukwila. SEISMIC LOADS Seismic loads are calculated in accordance with Chapter 13 of ASCE 7-1 0 with the following factors: Site Class D fp - 1.5 Sds - 0.655 Rp - 2.5 Sd1 - 0.634 ap - 2.5 CONCRETE Concrete work shall con . form to Oil requirements of IBC Chapter 19. Concrete foundations and walls shall have a 28 day strength of fe - 4000 pai. Reinforcing steel shall conform to ASTM A 615, Grade 60. Bars In foundations cast against earth shall have 3' of cover. Top and Side bars shall have 2' of cover. Bar Size LID Lbt #6 54 37" #7 Q. 54" Lb - Class B lap spice length, 1.3 Ld Lbt - Class B lap spice length for a top bar, 1.3 Ldt NONSHRINK GROUT Bass plate grout shall be non -shrink type with rrihinnum f . c = 5000 psi. INSPECTION Special Inspection per IBC Chapter 17 shall be Performed by an approved testing agency. All Prepared soil -bearing surfaces shall be inspected by the Geoltechnical Engineer prior to placement of reinforcing steel. Soils compaction shall be supervised by an approved testing agency or Geotachnical Engineer. Special Inspection items include, but are not limited to: Reinforcement and Placement Use of Acceptable Concrete Design Mix Anchors Cast in Concrete Welding and Certification Mechanical Anchors Fastener Pretensioning SPECIAL CONDITIONS Contractor shall verify all dimensions and existing conditions in the field before proceeding. Dimension noted as plus minus (t) indicate unverified dimensions and are approximate. Noted dimensions take precedence over scaled dimensions - DO NOT SCALE DRAWINGS. Dimension ofexistrig conditions may be based on record drawings and are to be field-verfled by contractors. E! STRUCTURAL FILL Contractor shall provide 12" of siructural fill under foundations. If the existing structural fill L: exceeds 12" below the bottom of concrete, no additional structural fill is required. o SOIL LOADS L) Allowable soil -bearing pressure 1560 PSF 6L.L . (Assumed) E 2000 PSIF DL+L,.+SeisrrdeWind (Assumed) d6 O C) N cr� Q- CD I 6' C:, #4 18" OC _L AROUND PERIMETER CLEAN SURFACE PRIOR LO OF PAD, SEE NOTE 2 TO CONC POUR " OC 8. 0 CONCRETE PADT-0AX ., M o fc-3,000 PSI p #4 12"OC EW EQUIPMENT PADS 0 V) NOTES: 3 1. �QUIPMENT PAD SIZE TO BE LARGER THAN EQUiPMENT,IN EACH DIRECTION, UNLESS C) NOTED OTHERWISE. COORDINATE EXACT SIZE AND LOCATION OF CURB AND PADS WITH EQUIPMENT PROVIDED. C3 CN 2. ATTACH REINFORCING TO SLAB WITH HILTI HY 200 ADHESIVE ANCHORING. CN 1-3 -0- C> c" E TYP CURBS & PADS ON CONCRETE .SLABS O X F- -1 L F- -1 L -J SUPPORT CO2 PIPING TO CONCRETE WALLS PER 3/S1.0. N PLAN CO2 PIPE PER SUPPLIER UNISTRUT P1 DDO CONT W1,11 2"0 HILTI KB TZ @ 2'-0' OC EXISTING CONC WALL EX ROOF GLULAM BEAM ? 1/2"0 LAG BOLTS, EMBED 6"MIN HSS 2x2x3/116 STAINLESS STEEL @ 10--0- OC (42 CO2 PIPING PER MANUF CO2,PIPE SUPPORT �l !EXTERIOR) E R �10 RR� PIPE 3 3- SUPPORT (INTERIOR SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION I FIL 0 y Parmit No. U20 L�-- "SrONALONG S.. �6 —,ik' .. W. 2N=..2 —kpff-com C/) F- W 0 LU rW 0 z 0 z (D IUD M z 0 LL. 0 LU M LU < M r z C%j 0 0 CL M LU aoproval is sutije,. Vll'ss,-is A00!0iial of conStrijCVon violation ofani, - REVISIONS DESCRIPTION I 41ICe Replol oi apDrove- C in, Xr�j 1ti0Vj-L5 7� By VIEWED FOR CODE COMPLIANCE APPROVED !NOV Date BUILDIN- 2 1 2 M9 Tjj,W,ja 3JI-Jai", City Tukwila BUILDING DIVISION ....... D KOFF JOB NO. 1900191 DATE M19-2019 will re(Y. aI C. Mav nclude aclolt 0z — DRAWN DMH DESIGNED MBG RgAEWED. M8G z SHEET NAME STRUCTURAL CAL IWO BUSINESS 0 0 NOTES AND PLAN . . DAYS BEFORE YOU DIG 1-.800-424-5555 LIL l'- C) SHEET NO. S1.0 CORREJTION RECEIVED CITY OF TUKWILA /� /� � /� - O � �� NOV 0 6 2019 PERMIT CENTER PLUMBING LEGEND GENERAL SYMBOL ABBREVIATION DESCRIPTION - - - - - - - - - - - ITEM TO BE REMOVED EXISTING WORK TO REMAIN NEW WORK O1 SHEET KEYNOTE POC POINT OF CONNECTION POD POINT OF DISCONNECTION CONNECTING PIPING &A -TITLE SCALE: 1/4"=1'-0" REFERENCE DRAWING BLOCK TITLE 0 2' 4' 8' DRAWING BLOCK REFERENCE COORDINATES SHEET NUMBER GRAPHIC SCALE PROJECT NORTH INDICATOR NORTH ARROW SYMBOL VALVES & FITTINGS SYMBOL ABBREVIATION DESCRIPTION 0 - PIPE UP AND DOWN (SINGLE LINE) PIPE DOWN (SINGLE LINE) FLOW DIRECTION ��- BALL VALVE COUPLING / ADAPTER PIPING SYSTEMS SYMBOL ABBREVIATION DESCRIPTION S S SUGAR CO2 CO2 CARBON DIOXIDE ------- CW COLD WATER DRAWING INDEX DWG NO. DRAWING TITLE P-001 LEGEND AND DRAWING INDEX P-101 SUGAR PIPING PLANS P-102 CO2 PIPING PLANS g "SA N 'SQOp was,ar 0 a 0� R sznz �sBrCNALG 09/25/19 notki n mechanical engineers www.notkin.com telephone:206.448.1911 facsimile: 206.448.9485 2301 Fifth Avenue, Suite 401 Seattle, WA 98121 ContactTae S. Kim, PE notkin#: 219043 n I/ a� Q REVIEWED FOR Z CODE COMPLIANCE APPROVED o NOV 21 2019 .z 04 City of Tukwila Date: 09/25A9 BUILDING DIVISION Project #: — ULf 0 1 2019 . _ �A� Drawn by: TK Scale: As Noted Sheet No. m POP C))tpq P-001 (l „ tan< > Ilil,� iutl, 1 rl. { ,st For ` Exh�.�c F n / �J C I I — �I •4. s i I�.\� III, �I, �I j� Ii�� — __.� i q I 'i1 EXITI VAPORIZERS \, -___ZEXISTING 1-1/2" j \ L--------------a____. SUGAR PIPING S S EXISTING 1-1/2" CO2 -1 CO2 TANK TO 11- BE REMOVED _ 1-1/2" SUGAR -PIPING BELOW TANK TO BE REMOVED j 1 N Slar)c n r L lur i� EXISTING 1-1/2" ` yctern SUGAR PIPING �� i i�1%� I C VJ� ( j 7 i II it �I I I I i I j j I ; i j II I r- 1l�� !J; F- l J t a I' e i� W C Ir11``J j OsNef.. N SUGAR PIPING DEMOLITION PLAN 1 SCALE: 1/4"=1'-0" L, O � 1 n �•:`ExY cusm ,o� u t ra �1 i Illi I f /EXISTING SUGAR PIPING COORDINATE ROUTE OF (2) 1-1/2" SUGAR PIPING TO CLEAR NEW CO2 TANK N SUGAR PIPING PLAN 2 SCALE: 1/4"=1'-0" e I a tit�� L I I ' I I i I ar Ldooil al lfcl r� Y' er" I I I I GENERAL NOTES: 5fo�- 1. EXTENT OF DEMOLITION SHOWN IN HEAVY DASHED LINES. 2. EXISTING CONDITIONS WERE TAKEN FROM RECORD DRAWING AND SELECTIVE FIELD MEASUREMENTS. ACTUAL CONDITIONS ESANk 11 S Op WAS r+ AND DIMENSIONS OF PIPING ARE TO BE FIELD VERIFIED BY wrQ THE CONTRACTOR AND ADJUSTMENTS MADE AS REQUIRED. 3. WHERE OPENINGS ARE LEFT IN EXISTING STRUCTURE .fl O 52272 �s 8arg're (WALLS, FLOORS, AND CEILINGS) FROM REMOVAL OF o� SIoxAL�` EXISTING PIPING, CONTRACTOR SHALL COORDINATE PATCH AND REPAIR TO MATCH EXISTING CONSTRUCTION AND 09/25/19 RATING. not k' „ mechanical engineers 1 www.notkin.com telephone: 206 448.1911 facsimile: 206,448.9485 2301 Fifth Avenue, Suite 401 Seattle, WA 98121 Contact:Tae S. Kim, PE notkin#: 219043 0 z EVVEDFOR COMPLIANCE F PROVED ix Date: 09/2919 1 IN V 21 2019 1 of Tukwila ' Al BUILDING DIVISION I Project h� — Drawn by: TK KEY PLAN N Scale: As Noted Sheet No. UCf 01 20119 SCALE: 1/4" = 1'-0" 77 — 11 P101 PERMIT SET N TEMPORARY CO2 PIPING PLAN I !_ a iv e II� I' 1 p'F 14 \ 4' rank / �� lent:- 1-1 /2" TYPE K COPPER- W/INSULATION 41 ! 1-1 2 ' FI i T - --- --- - - --- -- I , n NEW CO2 FILTER I � i NEW CO2 � i ,- c r J ! WATER BATH -----I t -- $ -; - VAPORIZER i 1-1/2' TYPE K COPPER l i i A r 0 W/INSULATION k / - ,\ j I ��51 MRN I ,� 3" SCHEDULE 40, TYPE 304 STAINLESS STEEL CW PIPING TO I�j .n,- G t r EXISTING CW PIPING T rik LIQUID CO2 PIPING j jl i �! HueiMeH T a 1K ,d ` \ � x I it j ® 350 PSI TYPICAL ; e- /�I r_- - -- - -- _ r j 1-1/2" TYPE K COPPER A i`1G'i n. r 7% ` W/INSULATION 11I 0M c !III j UI I NEW CO2 TANK (4,000 LBS 1" TYPE K COPPER ! W/INSULATION -- --� - _I -------------- 1-1/2" TYPE K COPPER- W/INSULATION -- I --�-- acx—._...._i ® vio Forfm ! r® 9 _j I N r_-� CO2 PIPING PLAN 2 GENERAL NOTES: 50�- 1EXTENT OF DEMOLITION SHOWN IN HEAVY DASHED LINES. 2. EXISTING CONDITIONS WERE TAKEN FROM RECORD DRAWING AND SELECTIVE FIELD MEASUREMENTS. ACTUAL CONDITIONS ESAN, SQ 4HASk rZJ AND DIMENSIONS OF PIPING ARE TO BE FIELD VERIFIED BY THE CONTRACTOR AND ADJUSTMENTS MADE AS REQUIRED. w - 3. WHERE OPENINGS ARE LEFT IN EXISTING STRUCTURE WALL ��i t 52272 x �ssICNAL FROM REMOVAL OF EXISTING PIPING, CONTRACTOR SHALL �yO COORDINATE PATCH AND REPAIR TO MATCH EXISTING CONSTRUCTION AND FIRE RATING. 09/25/19 notki n 4. SEAL PIPE PENETRATIONS WITH FIRE -STOP MATERIALS AT FIRE RATED WALL. mechanical engineers www.notkin.com telephone: 206.448.1911 O SHEET NOTES: facsimile: 206.448.9485 2301 Fifth Avenue, Suite 401 98121 Seattle, WA S.Ki ContackTae S. Kim, PE notkin#: 219043 1. REPLACE EXISTING CO2 FILTER AFTER NEW CO2 PIPING IS INSTALLED. 2. REMOVE EXISTING CO2 PIPING AFTER NEW CO2 PIPING IS INSTALLED. 3. REMOVE EXISTING CO2 VAPORIZER AFTER NEW CO2 PIPING IS INSTALLED. 4. REMOVE EXISTING CO2 PIPING AFTER NEW CO2 PIPING IS INSTALLED. C� C„' � SPECIFICATIONS: A'' CN �. � o � 1. CO2 PIPING: A. CO2 PIPE SHALL BE TYPE K COPPER TUBE, Z C) PREWASHED AND CAPPED FOR OXYGEN SERVICE. B. FITTING SHALL BE WROUGHT COPPER, PREWASHED AND N U3 Q BAGGED. JOINTS SHALL BE BRAZED WITH NITROGEN O = PURGE. (� C. PRESSURE TEST TO OPERATING PRESSURE PLUS 50 PSIG. D. INSULATION SHALL BE 1" THICK POLYURETHANE FOAM WITH PVC JACKET. ai tg z REVIEWED FOR CODE COMPLIANCE 0 A11PROVED V 2 i 2019 Date: 09/25/19 Project #� - City of Tukwila BUILDING DIVISION KEY PLAN Drawn by TK Scale: As Noted (J) Sheet No. 0 4' 8' 16' SCALE: 1/8" = 1'-0" 0 1 2019P-102 PERMIT SET