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1610 FARADAY AVE; ; CBC2018-0454; Permit
Print Date: 04/05/2019 Permit No: CBC2018-0454 Job Address: 1610 Faraday Ave Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed - Finaled Parcel No: 2121304300 Lot #: Applied: 08/09/2018 Valuation: $50,000.00 Reference #: Issued: 09/20/2018 Occupancy Group: Construction Type: Permit Fina led: # Dwelling Units: Bathrooms: Inspector: TFraz Bedrooms: Orig. Plan Check #: Final Plan Check #: Inspection: 4/5/2019 3:43:57PM Project Title: Description: SCIENCELL: INSTALL 770 GAL NITROGEN TANK Applicant: Owner: DAVID DEBIE COOWNER SHEN JINKUN & VU VONGJUAN 1610 Faraday Ave CARLSBAD, CA 92008 BUILDING PERMIT FEE ($2000+) $406.00 BUILDING PLAN CHECK FEE (BLDG) $284.20 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $43.00 FIRE Aboveground Storage Tanks (First tank) $700.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $45.00 SB1473 GREEN BUILDING STATE STANDARDS FEE $2.00 STRONG MOTION-COMMERCIAL $14.00 Total Fees: $1,494.20 Total Payments To Date: $1,494.20 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov (ct oiy f Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-I PIarCheck Est. Value 5O1 (J(Y). OO PC Deposit Date JobAddress I/i/O 4!' WE , Suite: AP N: CT/Project #: Lot #:- Fire Sprinklers: yes / no Air Conditioning: yes / no BRIEF DESCRIPTION OF WORK: Ti nil f 0 ,007 el El Addition/New: ____New SF, Deck SF, Patio SF, Garage SF Is this to create an Accessory Dwelling Unit? Yes / No New Fireplace? Yes/ No, if yes how many? El Remodel: SF of affected area Is the area a conversion or change of use? Yes! No LI Pool/Spa: SF Additional Gas or Electrical Features? LI Solar: KW, Modules, _______ Mounted, Tilt: Yes! No, RMA: Yes / No, Panel Upgrade: Yes! No, Battery Yes/ No Eli Reroof: El Plumbing/Mechanical/Electrical Only: - Other: APPLICANT (PRIMARY) PROPERTY OWNER 1 Name:P/'-'Ii'17 V2121 Name: 4U4 Address:1 1"1 "LV1Z Address:I1o10 i-i-i71 1IZ City: %lb-LAPYMWIM state: t1..._zip: t.O7 City: State:. Zip: V't'% Phone: ell 01 Phone: Email: PE,_ Z. t)W7 Email: DESIGN PROFESSIONAL CONTRACTOR BUSINESS Name: 'iW6 PbAWtIlwc Address: 4o-1a', J4ji jg City: v'Ztt'Th. State: 3 Zip: 1ZA'WZ Phone: Lp!l& 1111' Email: 1 JrC1' ii 't.'-i Architect State License: Name: 4 (%fj eci/L / i& . Address: 27/3/ 'c../-e, City: kCf 77 c1ev State:Oi. Zip: 082 Phone: C(' Oft '7709 Email: (ei,le- co/2 State License: '"'f? Bus. License: êt05/213/O (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he/she is licensed pursuant to the provisions of the Contractor's License Law {Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he/she is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant fora permit subjects the applicant to a civil penalty of not more than five hundred dollars {$5001). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov B-i Page 1 of 2 Rev. 06/18 (OPTION A): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. 0 I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: Policy No. Expiration Date: Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to be come subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONTRACTOR SIGNATURE:("—I2L,19 (3 LI AGENT DATE: (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). o I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 Yes 0 No I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): OWNER SIGNATURE: LII AGENT DATE: CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: Lender's Address: ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 Yes 0 No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes 0 No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 Yes 10 No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply,with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit is required for excavations over 5'O' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at anytime after the work is commenced for a period of 1 (Section 106.4.4 Uniform Building Code). APPLICANT SIGNATURE: DATE: 1635 Faraday Ave Carlsbad, CA 9008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov B-i Page 2 of 2 Rev. 06/18 Permit Type: BLDG-Commercial Application Date: 08/09/2018 Owner: COOWNER SHEN JINKUN & YU YONGJUAN Work Class: Tenant Improvement Issue Date: 09/20/2018 Subdivision: CARLSBAD TCT#85-24 UNIT#05 Status: Closed - Finaled Expiration Date: 09/09/2019 Address: 1610 Faraday Ave Carlsbad, CA 92008-7313 IVR Number: 13115 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 03108/2019 03/08/2019 BLDG-Final 085641-2019 Partial Pass Tim Frazee Reinspection Incomplete Inspection - Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final Need to attach piping to Nitrogen Tank No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 03/11/2019 03/11/2019 BLDG-24 085747.2019 Cancelled Tim Frazee Reinspection Complete Rough/Topout Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Final 085748-2019 Cancelled Tim Frazee Reinspection Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final Need to attach piping to Nitrogen Tank No BLDG-Mechanical, Final No BLDG-Structural Final No BLDG-Electrical Final No 04105/2019 04/05/2019 BLDG-24 088221.2019 Passed Tim Frazee Complete Rough/Topout Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Final 088223-2019 Passed Tim Frazee Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Need to attach piping to Nitrogen Tank Yes BLDG-Structural Final Yes April 05, 2019 - Page 1 of 1 EsGil A SAFEbuiLtCornpany DATE: 09/14/2018 U APPLICANT I JURIS. JURISDICTION: Carlsbad PLAN CHECK #.: CBC2018-0454 SET: II PROJECT ADDRESS: 1610 Faraday Ave PROJECT NAME: Nitrogen Tank The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. LII The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. . The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. . EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: i'by' ) Email: Mail Telephone Fax In Person LII REMARKS: By: Dwight Ashman Enclosures: EsGil 09/06/2018 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil A SAFEbuit Company DATE: 08/21/2018 U APPLICANT Li JURIS. JURISDICTION: Carlsbad PLAN CHECK #.: CBC2018-0454 SET: I PROJECT ADDRESS: 1610 Faraday Ave PROJECT NAME: Nitrogen Tank LII The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. LII The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. VN The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. Lii The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: David Debie LII EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: 9avid Debp'g Telephone #: (619)954-9709 Date cO Zele~phone ) Email: debieconst©gmail.com Mail Fax In Person LII REMA By: Dwight Ashman Enclosures: EsGil 08/10/2018 9320 Chespcake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 Carlsbad CBC2018-0454 08/21 /2018 GENERAL PLAN CORRECTION LIST (JURISDICTION: Carlsbad PROJECT ADDRESS: 1610 Faraday Ave DATE PLAN RECEIVED BY ESGIL: 08/10/2018 REVIEWED BY: Dwight Ashman PLAN CHECK #.: CBC2018-0454 DATE REVIEW COMPLETED: 08/2112018 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760)602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on .this sheet has been made and return this sheet with the revised plans. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list,. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes UNo Carlsbad CBC2018-0454 08/21/2018 Please provide specifications for the Braided Flex Hose shown on the plans. Verify that this is adequate for the proposed use. Tank plans show a gas use branch, but no piping is shown for this. Please indicate the use for this nitrogen. Show that adequate ventilation is provided. The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Dwight Ashman at Esgil. Thank you. Carlsbad CBC2018-0454 08/21/2018 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK #.: CBC2018-0454 PREPARED BY: Dwight Ashman DATE: 08/21/2018 BUILDING ADDRESS: 1610 Faraday Ave BUILDING OCCUPANCY: BUILDING PORTION AREA (Sq. Ft.) F Valuation [ Multiplier Reg. Mod. VALUE ($) Tank City Est 50,000 Air Conditioning Fire Sprinklers TOTAL VALUE 50,000 Jurisdiction Code CB jBy Ordinance 1997 IJBC Budding Permit Fee "1 1997 UBC Plan Check Fee V Type of Review: [J Complete Review LII Structural Only F-1 Repetitive Fee I Repeats LIII Other 11 Hourly Hr. © * EsGil Fee I $244.67! Comments: Sheet 1 of 1 SAN DIEGO REGIONAL OFFICE USE ONLY 7. HAZARDOUS MATERIALS RECORDID# 0o (0 QUESTIONNAIRE BP DATE I I Business Name - 1) Business Contact (cSecI, L-h.s kQ-z'%. Telephone # '-6o bo2 sLf Project Address L) City Fcr State cA Zip Code i2-08 APN# Mailing Address 6o'k6 City C-c74ë- )-e' ('ec(w State Zip Code ' Plan File# Project Co tact Applicant E-mail SVIC .. °' Telephone # The TOIIOWIfl9 questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDflIJ MATFRIAI flIVISIflli n(r9IDAMrV ('I AQQIIe'ATIrM. ruicate Dy circiing me item, wnemner your Dusiness will use, process, or store any must contact the Fire Protection Agency with jurisdiction prior to plan submittal. any of me items are Occupancy Rating: Facility's Square Footage (including proposed project): 2Ct o c 1 Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives 39 Compressed Gases 6. Oxidizers .Cryogenics 14. Other Health Hazards Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These. Flammable Solids 8. Unstable Reactives 12. Radioactives questions is yes, applicant must contact the County of San Diego Hazardous Miiiii Diyisjqn, 500 Overland Avenue, Suite 110, S Call (858) 505-6700 prior tothe issuance of a building permit. rQ,loc. lr6fy) L.erkck.l (e4 tb FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: YES NO . (for new construction or remodeling projects) , 0 Is your business listed on the reverse side of this form? (check all that apply). 5§ 0 Will your business dispose of Hazardous Substances or Medical Waste in any amount? LI Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? j 0 Will your business store or handle carcinogens/reproductive toxins in any quantity? flEJ Will your business use an existing or install an underground storage tank? II l. Will your businesâ store or handle Regulated Substances (CalARP)? 0 . Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 0 J Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). If the answer to any of the Diego, CA 92123. 0 CalARP Exempt Date Initials 0 CalARP Required Date Initials El CalARP Complete Date Initials PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): Any YES* answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 apcdcomjsdcounty.ca.qov (858)586-2650). [*No stamp required if 01 Yes and Q3 Yes and.Q4-Q ]..JTb.eioIlowing..quest.iormsare9ptended to identify the majority of air pollution issues at the planning stage. Projects may require additional measures1fientifi.d y.thflse1 qyefltifli:jor compreiensive requirements contact APCD. Residences are typically exempt, except - those with more than one building on the prdptt, itigte buildingcwrth more tlan four dwelling units; townhomes; condos; mixed-commercial use; deliberate burns; residences forming part of a larger project. [Excludsjgajages & small outbuiiings.j YES NO 0 E Will the project disturb 160 square feet or more of existing building materials?- 0 Will any load supporting structural members be removed? Notification may be required 10 viorking days pr/ppt cn ie'?iiid demolition. 0 0 (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed ba Certified MbèsiOstonsultant or Site Sury Ilance Technician? 0 0 -(ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project distr':iyl asbestos containing material? Notifica on may be required 10 working days prior to commencing asbestos removal. 1-EClc 0 j Will the project or associated construction equipment emit air contaminants? See the reverse,s iSf-his.fppmnor A factsheet,... (www.sdapcd.orci/infolfactsIermits.pdf) for typical equipment requiring an APCD permit. . .......... .....e.... 0 (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school boundary Briefly describe business activities: . Briefly describe proposed project: 0 € L / I declare undpenalty of perjury that to the best of my knowledge and belief Ut-i _'5--V.- Name of Owner or Authorized Agent FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: FOR OFFICAL USE ONLY: BY: DATE: ature of Owneror) Authorized D/ 2o / Date made herein are ,trq ,and correct. V2- Q4'-- EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASEDB.aUIi,PING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTYHMD* - APCD APCD COUNTY-l-IMD - APCD - - REVIEWED uJouvwun SIGNA c 0TUR \bDAi /- A stamp in this box only exempts businesses from compIetiri..Qr Ja ardous Materials Business Plan. Other permitting requirements may still apply. HM-9171 (08/15) - - County of San Diego - DEH - Hazardous Materials Division Vacuum Jacketed Flex Hose EVAC PORT C'flITFR Fl F)( WI Standard End Connections P/N IjI Female Flare FF Tube End TE Male Pipe Thread MPT JL Female Pipe Thread FPT Standard Size P/N 1/4" 4B 3/8" 6B 1/2" 8B Size-Length-End-End From portable dewar to equipment Ex: 8B-06-FF-TE From drop valve to equipment 1/2" I.D. Hose X 6' LG. 20 with Female Flare on one Optional Items end and a Tube End on High pressure lines, safety relief valve assemblies, the other. cryo-valves, solenoids, dead-man switches, keepfulls, Replace B with SW for change-over stations, auto-fill assemblies & phase Spiral Wrap outer armor, separators (brass diffusers). CRYOWORKS, INC. PH: 951.360-0920 FAX: 951.848.9503 E-MAIL: sales@cryoworks.net CRYOWORKS.NET e&,o t- 0454 Standard Length P/N 4'-O" 04 6'-O" 06 8'-O" 08 10'-O" 10 12'-O" 12 14'-O" 14 16'-O" 16 18'-O" 18 2( SUPER INSULATION Flex Hose Features Vacuum Jacket will eliminate frost and ice build up and potentially pay for itself over time with the minimiza- tion of lost liquid. SuperFlex bellows material allows for flexibility around tight spaces. Chemical getter installed in jacket to help retain high vacuums for extended amounts of time. Multiple layers of Super-Insulation in the annular space. Temperature Rating = -320 Degrees F. Standard MAWP = 150 PSIG Material is 304 SST with 321 SST bellows Optional inner braids for higher pressure ratings. Nom. OD (Cover) Bend Radius HOSE Nom. ID Braid Spiral Wrap Flexible Static 1/4" 0.25 1.30 1.40 7 5 3/8" 0.38 1.40 1.50 8 6 1/2" 0.50 1.85 2.00 9 7 3/4" 0.75 2.05 2.25 12 7 1" 1.00 2.85 3.00 14 8 5/14/15 VJ CRYOGENIC FLEX HOSE - PRICE LIST INNERLINE SIZE P/N LENGTH PRICE 1/4" 48-04 4 foot $840 48-06 6 foot $980 48-08 8 foot $1,105 4B-10 10 foot $1,261 48-12 12 foot $1,369 3/8 68-04 4 foot $858 6B-06 6 foot $858 68-08 8 foot $959 68-10 10 foot $1,059 68-12 12 foot $1,160 68-15 15 foot $1,311 68-20 20 foot $1,563 1/2" 88-04 4 foot $853 8B-06 6 foot $858 8B-08 8 foot $959 88-10 10 foot $1,059 8B-12 12 foot $1,160 88-15 15 foot $1,311 88-20 20 foot $1563 88-25 25 foot $1,815 88-30 30 foot $2,067 VJ Flex Hoses are available in standard or custom lengths. For spiral wrap outer - change the "B" in the part number to "SW". Prices and design information are subject to change. Contact CryoWorks for pricing on large quantities, non-standard or custom hoses. END FITTINGS: Specify the required end fitting by adding to the end of the P/N. Other end fittings are available (i.e. Bayonet, VCR, conflat, JIC). Contact Cryoworks for other options. F = 1/2" Flare Ends (CGA295) - Standard TE = 1/2" Tube Plain End 4P = 1/4" MPT 6P = 3/8" MPT MPT = 1/2" MPT P/N EXAMPLES: 1/2" ID x 6' long flex hose with 1/2" MPT ends, braided outer P/N: 8B-06-MPT-MPT 1/4" ID x 12' long flex hose with 1/2" flare ends, braided outer P/N: 4B-12-FF-FF STANDARD MAWP: 150 PSIG TEMP RATING: -320 Degrees F. I I These items are typically in stock - subject to prior sale. ivc; 14/ ENGINEEJ'ING, INC Builder Friendly &Of 7 TlMe RECE I VED AUG 09 2018 CITY OF CARLSBAD BUILDING DIVISION Nitrogen Tank Install I ScienCell Research Labs 1610 Faraday Avenue Carlsbad, CA 92008 Job No. 18-0805-ST August 8, 2018 27537 Commerce Center Drive, Ste. 205, Temecula, CA 92590 Phone: (951) 506-6507 Fax: (951) 506-6743 neaIngwengineering.com FOUNDATION DESIGN CRITERIA SOIL VALUES: Table 1804.2 soil type 4, Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC Allowable Bearing Pressure (psf) 2000 Use I 1500 Ipst Increase by 1/3 for seismic Passive Lateral Pressure (psf/ft) 150 Expansivity Classification: Very Low Coefficient of Friction (lb/(psf*sf) 0.7 conc/conc Project No. 18-0805-ST 08/08/2018 Page 2 GS Design Maps Summary Report User—Specified Input Report Title ScienCell Wed August 8, 2018 21:36:41 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.13928°NJ, 117.29375°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category 1/11/111 Oride Carkbd Mircoc E on cllck* USGS—Provided Output S= 1.080g SMS= 1.154g SDS= 0.769g S1 = 0.416 g SMI = 0.659 g SD1 = 0.439 g For information on how the SS and Si values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCF Roponsv Spedrum' Desn Response Spe1runi 'r 4 , I1 I 4 I 'I ().) ,, 4J ('/ ) If) 1 n1l 14. If 100 2S.0 Pcrd I Pcr.ud T1ccl For PGAM, TL, C,5, and CR1 values, please view the detailed report. Project No. 18-0805-ST 08/08/2018 Page 3 b Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge. Project No. 18-0805-ST 08/08/2018 Page 4 Seismic Loading Seismic Design Criteria: Risk Category II Table 1.5-1 Site Class 0 Table 20.3-1 SOC D table 11.6.1 Importance Factor! I Table 1.5-2 Fa 1.07 table 11.4.1 E 0.15 0, Eq. 12.44 Project Lattitude 33.139 F 1.58 table 11.4.2 AS factor 0,7 Project Longitude -117294 5MS 1.15344 Eq. 11.4.1 R 3 Table 13.5-1 5s 1080 See USGS sheet 5M1 0.658944 Eq. 11.4.2 S 0.416 See USGS sheet SDI 0.769 Eq. 11.4.3 SDI 0.439 Eq. 11.4.4 Tank h (CONSERVATIVE) (ft) 7.4 Liquid ht Sai = 0.769 (15.7-7) (T T) Per Eq. 15.7-8,9 otherwise Base Width (ft) = 6.74 V (lb) = 2,253 (15.7-5) Tank capacity (Gal) = 793 T 1.499 (15.7-12) Material weight (lbs/gal) = 5,346 . Sac 0.440 (15.7-10) (Tc TO Per Eq. 15.7-11 otherwise Tare wt (tank & base) (lb) = 4,250 total weight (lb) = 9,596 ' 5 (ft) = 1.24 (15.7-13) V (lb) = Vi + Vc = 2,385 W (lb) = 450 F. S. = 2.0 0.7 M (lb-ft) = 6,728 V (lb) = 132 (15.7-6) Anchor count per side = 2 0.6 M0 (lb-ft) = 8,595 Ranchor (ASD) 372 lb Line Load (D + E Down) (plf) = 2,137 Ranch (LRFO) = 375 lb Project No. 18-0805-ST 08/08/2018 Page 5 PAD STABILITY Notes: Check shortest Direction Q. (psf) 750 (1/2 big due to 1/2 depth) H(ft)= . 4 P V E 9,596 Wped= - lb W,-G= 2,816 lb Overburden 110 psf W= 7,305 Total weight ft = footing thickness =_0.46 L = footing length = 5.83 ft qmii R = frinfinn width = 7 ft I_I•1I qmax Load Case 1, (DL + LL Overturning V (lb) = - Overturning Moment = - ft-lb M = VH = - Resisting Moment = 59,154 ft-lb W+P (lb) = 16,901 F.S. (overturning) = NA OK Soil Pressure: Eccentricity, e = M/W = e/B = 0, e < B/6 q (min,max) = W/L/b +/- 6(W/L)e/BA2 = (414, 414) psf Allowable Soil Pressure =750 = 750 psf OK Load Case 2, (DL + LL + (E/1.4) Overturning: V (lb) = 1,703 Overturning Moment = 7,648 ft-lb M = VH = 6,865 Resisting Moment = 59,154 ft-lb Wi-P (lb) = 16,901 F.S. (overturning) = 7.73 Soil Pressure: Eccentricity, e = MAN = 0.41 e/B = 0.06, e < B/6 qmax = W/L/(0.75B-1 .5e) = 625 psf Allowable Soil Pressure = 750 pf *1.33 = 1000 psi OK Load Case 5, (.6DL + (E/1.4) Overturning V (lb) = 1,703 Overturning Moment = 7,648 ft-lb M = VH = 6,865 Resisting Moment = 45,719 ft-lb Wi-P (lb) = 13,063 F.S. (overturning) = 5.98 OK Soil Pressure: Eccentricity, e = MAN = 0.53 e/B = 0.08; e < B/6 qmax = W/L/(0.75B-1 .5e) = 502 psf Allowable Soil Pressure = 750 sf *1.33 = 1000 osl OK Project No. 18-0805-ST 08/08/2018 Page 6 S W E H 3.60 k k-ft 0.0 k 0.0 k k-ft 0.0 k File = Y. 000-Jobs 201 t\18-0805-ST ScaoCefl Research Labs /Magerkurth)\Caic08-0805-ST ScienCei ecfl Description : Check slab for 1-way & 2-way shear Code References Calculations per ACI 318-05, IBC 2006 CBC 200 7, ASCE 7-05 Load Combinations Used ASCE 7-02 General Information Material Properties V c: Concrete 28 day strength 250 ksi fy: Rebar Yield 40.0 ksi Ec: Concrete Elastic Modulus 3122 ksi Concrete Density 145 pcf Phi Values Flexure: 0.9 Shear: 0.75 Soil Information Allowable Soil Bearing 2.0 ksf Increase Bearing By Footing Weight No Soil Passive Sliding Resistance 250 pcf (Pses orinl for Fo 0010 base drsp(hb&ow soil smcce /br Coefficient of Soil/Concrete Friction 0.50 Dimensions & Reinforcing Analysis/Design Settings Calculate footing weight as dead load? Calculate Pedestal weight as dead load? Min Steel % Bending Reinf (based on d) Min Allow % Temp Reinf (based on thick) Min. Overturning Safety Factor Mm. Sliding Safety Factor Soil Bearing Increase Footing base depth below soil surface Increases based on footing Depth . Allowable pressure increase per foot when base of footing is below Increases based on footing Width Allowable pressure increase per foot when maximum length or width is greater than Maximum Allowed Bearing Pressure (4 value of zero implies no limit,) Adjusted Allowable Soil Bearing (Allowable Soil Bearing adjusted for footing weight and depth & width increases as specified by user.) Yes No 0.0018 1.50: 1 1.0: 1 ft ksf ft ksf ft 4.0 ksf 2.0 ksf As As Bars left of Col #1 Count Size # Provided Reqd Col #2 Bottom Bars 2.0 4 0.40 0.3564 in12 8.0 in Top Bars 2.0 4 0.40 0.0 in12 in Bars Btwn Cols Bottom Bars 2.0 4 0.40 0.3564 in'12 Top Bars 2.0 4 0.40 0.3949 in"2 Bars Right of Col #2 Bottom Bars 2.0 4 0.40 0.3564 inA2 Top Bars 2.0 4 0.40 0.0 inA2 Distance Left of Column #1 = 2.0 ft Pedestal dimensions... Between Columns = Distance Right of Column #2 = 6.0ff - 2.0 ft Col #1 Total Footing Length = Sq. Dim. = 4.0 10.0 ft Height = Footing Width 3.oft Footing Thickness = 5.50 in Rebar Center to Concrete Edge @ Top = 2.50 in Rebar Center to Concrete Edge @ Bottom = 2.50 in Applied Loads Applied @ Left Column D Lr L Axial Load Downward = 4.20 Moment (-'CW) Shear (+X) = Applied @ Right Column Axial Load Downward = 4.20 Moment (+CW) = Shear (+X) = Overburden = 02 [ iiii] 2-0' I 6-0 2-0 I Project No. 18-0805-ST 08/08/201.8 Page 7 Utilization Ratio Item Applied Capacity Governing Load Combination PASS 0.2906 Soil Bearing 0.5813 ksf 2.0 ksf +D+0.70E PASS 0.5099 1-way Shear - Cot #1 38.243 psi 75.0 psi +1.20D+E PASS 0.3524 1-way Shear - Cot #2 26.427 psi 75.0 psi +1.40D PASS 0.6689 2-way Punching - Cot #1 100.329 psi 150.0 psi +1.20D+E PASS 0.4231 2-way Punching - Cot #2 63.470 psi 150.0 psi +1.20D+E PASS 0.07529 Flexure - Left of Cot #1 - Top -0.2616 k-ft 3.475 k-ft -f0.90D-E PASS 0.9285 Flexure - Left of Cot #1 - Bottom 3.226 k-ft 3.475 k-ft +1.200+E PASS 0.9877 Flexure - Between Cots - Top -3.432 k-ft 3.475 k-ft +1.200+E PASS 0.8733 Flexure - Between Cots - Bottom 3.034 k-ft 3.475 k-ft +1.20D+E PASS No Bending Flexure - Right of Cot #2 - Top 0.0 k-ft 0.0 k-ft N/A PASS 0.4798 Flexure - Right of Cot #2 - Bottom 1.667k-ft 3.475 k-ft +1.20D-E Soil Bearing Eccentricity Actual Soil Bearing Stress Actual / Allow Load Combination... Total Bearing from Ftg CL @ Left Edge @ Right Edge Allowable Ratio D Only 10.39 k 0.000 ft 0.35 ksf 0.35 ksf 2.00 ksf 0.173 +D+0.70E 12.91 k -0.585 ft 0.58 ksf 0.28 ksf 2.00 ksf 0291 '-D+0.5250E 12.28 k -0.462 ft 0.52 ksf 0.30 ksf 2.00 ksf 0.261 +0.60D 6.24 k 0.000 ft . 0.21 ksf 0.21 ksf 2.00 ksf 0104 +0.60D-'.0.70E 8.76 k -0.863 ft 0.44 ksf 0.14 ksf 2.00 ksf 0.221 E Only 3.60 k -3.000 ft 0.40 ksf 0.00 ksf 2.00 ksf 0.200 Overturning Stability Moments about Left Edge k-ft Moments about Right Edge k-ft Load Combination... Overturning Resisting Ratio Overturning Resisting Ratio D Only 0.00 0.00 999.000 0.00 0.00 999.000 +D-'0.70E 0.00 0.00 999.000 0.00 0.00 999.000. +D-i.0.5250E 0.00 0.00 999.000 . 0.00 0.00 999.000 -i.0.60D 0.00 0.00 999.000 0.00 0.00 999.000 +0.60D+0.70E 0.00 0.00 999.000 0.00 0.00 999.000 E Only . 0.00 0.00 999.000 0.00 0.00 999.000 Sliding Stability Load Combination... Sliding Force Resisting Force Sliding SafetyRatio O Only 0.00 k 5.20 k. 999 +O+0.70E 0.00 k 6.46 k 999 +D+0.5250E 0.00 k 6.14 k 999 +0.600 0.00 k 3.12 k 999 +0.600+0.70E 0.00 k 4.38 k .999 E Only 0.00 k 1.80 k . 999 / Axis Footing Flexure Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Reqd by Actual As Phi*Mn Mu / PhiMn (ft-k) (ft) (in A2) (in A2) (ft-k) E Only 0.000 0.000 0 0.000 0 0.000 0.000 0.000 F Only 0.000 0.025 0 0.000 0 0.000 0.000 0.000 E Only 0.000 0.050 0 0.000 0 0.000 0.000 0.000 E Only . 0.000 0.075 0 0.000 0 0.000 0.000 0.000 +1.200+E 0.010 0.100 Bottom 0.356 Min Temp % 0.400 3.475 0.003 +1.20D+E 0.016 0.125 Bottom 0.356 Min Temp % 0.400 3.475 0.005 +1200+E 0.023 0.150 Bottom 0.356 Min Temp % 0.400 3.475 0.007 +1.20D+E 0.031 0.175 Bottom 0.356 Min Temp % 0.400 3.475 0.009 +1.20D+E 0,040 0.200 Bottom 0.356 Min Temp % 0.400 3.475 0.012 Project No. 18-0805-ST 08/08/2018 Page 8 Z-Axis Footing Flexure - Maximum Values for Load Combination Distance Tension Governed Load Combination... Mu from left Side As Reqd by Actual As Phi*Mn Mu I PhiMn (ft-k) (ft) (in"2) (in A2) (ft-k) +1.20D-E 0.068 9.675 Bottom 0.356 Min Temp % 0.400 3.475 0.019 +1.20D-E 0.058 9.700 Bottom 0.356 Min Temp % 0.400 3.475 0.017 +1.20D-E 0.049 9.725 Bottom 0.356 Min Temp % 0.400 3.475 0.014 +1.20D-E 0.040 9.750 Bottom 0.356 Min Temp % 0.400 3.475 0.012 +1.20D-E 0.033 9.775 Bottom 0.356 Min Temp % 0.400 3.475 0.009 +1.20D-E 0.026 9.800 Bottom 0.356 Min Temp % 0.400 3.475 0.007 +1.20D-E 0.020 9.825 Bottom 0.356 Min Temp % 0.400 3.475 0.006 +1.20D-E 0.015 9.850 Bottom 0.356 Min Temp % 0.400 3.475 0.004 +1.20D-E 0.010 9.875 Bottom 0.356 Min Temp % 0.400 3.475 0.003 +1.20D-E 0.000 9.900 0 0.000 0 0.000 0.000 0.000 +1.20D-E 0.000 9.925 0 0.000 0 0.000 0.000 0.000 +1.20D-E 0.000 9.950 0 0.000 0 0.000 0.000 0.000 +1.20D-E 0.000 9.975 0 0.000 0 0.000 0.000 0.000 +120D-E 0000 10000 0 0000 0 0.000 0000 0000 one Way Shear Punching Shear Load Combination... Phi Vn vu @ Col #1 vu @ Col #2 Phi Vn vu @ Col #1 vu @ Col #2 +1.40D 75.00 psi 28.02 psi 26.43 psi 150.00 psi 68.30ps1 42.16 psi +1.20D+E 75.00 psi 38.24 psi 25.54 psi 150,00 psi 100.33psi 63.47 psi +1.200-E 75.00 psi 9.79 psi 19.76 psi 150.00 psi 16.75psi 8.81 psi +0.90D+E 75.00 psi 32.24 psi 19.88 psi 150.00 psi 85.69psi 54.44 psi -i.0.90D-E 75.00 psi 3.73 psi 14.03 psi 150.00 psi 2.13psi 0.23 psi Project No. 18-0805-ST 08/08/2018 Page 9 www.hilti.us Profis Anchor 2.5.1 Company: Specifier: Address: Phone I Fax: E-Mail: NGW Engineering, Inc. Page: Project: Sub-Project I Pos. No.: Date: ScienCell anchor 8/8/2018 Specifier's comments: linput data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Installation: Reinforcement: Geometry [m] & Loading [lb, mn.Ib] HSL3 MB LJ het act = 2.362 in., h 0 = 3.150 in. 8.8 ESR-1 545 6/1/2014 1 3/1/2016 Design method ACI 318-11 / Mech. eb = 0.000 in. (no stand-off); t = 0.250 in. IX l, x t = 4.000 in. x 4.000 in. x 0.250 in.; (Recommended plate thickness: not calculated) no profile cracked concrete, 2500, f5'= 2500 psi; h = 5.500 in. hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Inp with the existing conditions and PRT chaan Hilti is a registered TrademiQ Page 10 EZD35M www.hilti.us Profis Anchor 2.5.1 Company: NGW Engineering, Inc. Page: 2 Specifier: Project: ScienCell anchor Address: Sub-Project I Pos. No.: Phone I Fax: I Date: 8/8/2018 E-Mail: 2 Proof I Utilization (Governing Cases) Design values [Ibi Utilization Loading Proof Load Capacity ON / OV (%] Status Tension Pullout Strength 378 1826 . 21/- OK Shear Concrete edge failure in direction y+ 510 1663 -/31 OK Loading ON Dv C Utilization DN,V [%] Status Combined tension and shear loads 0.207 0.307 5/3 22 OK 3 Warnings Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 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 Hiltis technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. 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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. Inp with the existing conditions and chaan Hilti is registered Trademö?,1 Page 11 Vacuum Jacketed Pipe Technical Manual Cryo Works, Inc. 3309 Grapevine Street, Jurupa Valley, CA 91752 951-360-0920 www.cryoworks.net czczo t - O54 Cryo Works, Inc. 3309 Grapevine Street, Jurupa Valley, CA 91752 951-360-0920 www.cryoworks.net Table of Contents Preface......................................................................................................................................2 CryoWorks.............................................................................................................................2 Introduction................................................................................................................................3 VacuumJacketed Pipe...........................................................................................................3 SizingGuide ........................................................................................................................... 3 SystemDesign Checklist........................................................................................................4 Rigid Vacuum Jacketed Pipe Analysis....................................................................................4 Typical Attributes for Vacuum Jacketed Pipe ..... . .................................................................... 5 Cost Savings Calculations for VJP versus Foam Insulated Pipe .........................................5 Installation..................................................................................................................................6 BayonetConnections ..............................................................................................................6 Bayonet Installation Guide ..................................................................................................6 FieldJoint Couplings..............................................................................................................7 EquipmentNeeded .............................................................................................................7 Field Joint Installation Guide...............................................................................................8 Specifications and Disclaimer....................................................................................................9 CryogenicLiquid Piping System.............................................................................................9 CryogenicMaterials ............................................................................................................9 Related Codes and Standards ....................................... . .................................................... 9 Vacuum Jacketed Piping (VJP) System .............................................................................. 9 Warranty................................................................................................................................... 10 Accessories..............................................................................................................................11 Preface CryoWorks, Inc. CryoWorks, Inc. handles all of your cryogenic needs. Our process from beginning to end is thorough, delivering a high level of service and commitment. Whether you need help determining the most efficient system for your application, installation of your cryogenic equipment, or on-site repairs, you can trust CryoWorks to get the job done right. CryoWorks is a leader in the field of design, sales, installation and service for cryogenic piping systems. CryoWorks has engineered, designed, installed and maintained numerous liquid nitrogen (LN2) transfer systems, many to Fortune 500 companies. As the cryogenic specialist firm of choice, our customers turn to us for a wide range of products such as static vacuum, dynamic vacuum, rigid, flexible or hybrid cryogenic piping systems. CryoWorks provides a wide range of new and used products for storage, distribution, and end user applications. From design, to installation and start-up, you can trust CryoWorks to deliver a reliable, cost effective system. We offer: New and Used Tank Sales • Cryogenic Valves Vaporizers • Test Chambers Vacuum Insulated Pipe • Accessories Diversified market includes food & beverage, semiconductor, electronics, aerospace/defense, entertainment, gas suppliers, solar, research & development, medical/pharmaceutical and automotive. Headquarters: 3309 Grapevine Street, Jurupa Valley, CA 91752 Federal Tax ID: 27-2163540 Company Structure: Corporation, State of California A woman owned company Contractor's License: CA 949419 (C-36 Plumbing) Bonded: HCC Surety Group, Acct #100126973 Surety Code G52, $12.5K Insurance: Professional Liability 3 Million General Liability 3 Million Business Automobile Liability 1 Million Excess Liability 2 Million r 'owoRgs Introduction CryoWorks provides stainless steel super-insulated Vacuum Jacketed Piping (VJP) systems used for the transfer of liquid nitrogen, oxygen, argon, carbon dioxide, and helium. Each VJP system is custom designed to meet the requirements of the application, while keeping the system economics within budget. Vacuum Jacketed Pipe CryoWorks uses stainless steel pipe in the manufacturing of its Vacuum Jacketed Pipe. VJP contains an inner line for the transfer of cryogenic liquids with an outer vacuum jacket. The vacuum annular space consists of a multi-layered insulation with an extremely low vacuum level of 9 microns or less. VJP is fifty times more effective than conventional foam-insulated copper in preventing heat leak to the inner line, and VJP is extremely long lasting. Built to ASME B31.3 Code for Process Piping. CryoWorks prefers the use of inner line expansion joints. With the use of stainless steel inner expansion joints, the pipe supports for our VJP need not compensate for the thermal expansion of the inner line (3.86 in/1 00 ft for LN2). For lengths of jacketed pipe over forty feet in length, it is necessary to divide the pipe into individual spool sections. We offer two options: either a bayonet joint, or a field joint coupling. A bayonet is a mechanical joint used for lines that can be dismantled and reassembled easily while maintaining a low heat in-leak at the joint. These close-tolerance bayonets consist of a male bayonet that couples with the female bayonet using a silicon 0-ring to create a seal, therefore no liquid will flow past the seal. The flanges are held in place by a quick release V- band clamp. The other type of connection, field joint coupling is vacuum insulated. This joint begins with a welded coupling between the spools that is then wrapped with our super- insulation and then evacuated to our standard vacuum level. The assembly consists of an outer sleeve that is field welded to collars that are attached to the VJP spools on either side. Sizing Guide CryoWorks provides VJP with inner pipe sizes ranging from 1/211 to 8" and larger for rigid pipe, and 1/21! to 6" for flexible pipe. When determining the configuration for your piping layout, remember the constraints imposed by shipping (71/2'x 71/2' x 40') and installation; one must consider these factors when designing spool lengths for fabrication. CFYO WORKS. : 3 System Design Checklist Determine basic routing of the nitrogen system, such as bulk tank location, equipment location, and piping elevation. Provide an isometric sketch to clarify piping configuration. We will then provide isometric drawings with AMPLE LAYDUTI dimensions for your verification. Size the pipe and components based on current flow rates while providing /FFED BAYONET FOR for future expansion. Identify liquid demands to help VALVE JACKETED CryoWorks determine the components >' VW RE EF VM.VE needed to maximize your piping 4 system's efficiency. LAatT CONNeCTION Highlight any installation points of OR FiELD JOINT interest such as wall penetrations, I INTeRNAL , FLEX HOSE 11 close quarters, existing fixtures, W TRAP dropped ceilings, etc. Determine any installation restrictions for length with regards to access for Vlr EXTENDED pipe and assembly. '!Ul VALVE CryoWorks can provide turnkey packages to avoid customer drawing or flow calculation errors. Rigid Vacuum Jacketed Pipe Analysis Inner Line Jacket Line Total Cooldown Heat Leak Bayonet Heat Field Joint Material Size Size OD Weight lb of LN2/ft BTU/Hr/Ft BTU/Hr BTU/Hr SST Kg of LN2/m (Watt/rn) (Watt) (Watt) 1/2 SCH 5 2" SCH 5 2.4 lb/ft 0.27 0.32 6.6 5.9 304 21.3mmOD 60.3mmOD 3.6kg/rn (0.40) (0.31) (1.9) (1.7) 304 1" SCH 5 3" SCH 5 4.2 lb/ft 0.43 0.45 9.1 5.9 304 33.4 mm OD 88.9 mm OD 6.2 kg/rn (0.64) (0.43) (2.7) (1.7) 304 11/2 SCH 5 31/2" SCH 5 5.0 lb/ft 0.64 0.56 13.3 8.5 304 48.3mmOD 101.6mmOD 7.4kg/rn (0.95) (0.54) (3.9) (2.5) 304 2" SCH 5 4" SCH 5 5.8 lb/ft 0.80 0.75 20.9 11.5 304 60.3 mm 00 114 mm OD 8.6 kg/rn (1.19) (0.72) (6.1) (3.4) 304 3" SCH 5 5" SCH 5 9.8 lb/ft 1.51 0.98 28.1 29.4 304 88.9 mm OD 141 mm OD 14.6kg/rn (2.25) (0.94) (8.2) (8.6) 304 4" SCH 5 6" SCH 5 12.0 lb/ft 1.96 1.28 66.1 35.3 304 114 mm 00 168 mm OD 17.9kg/rn (2.92) (1.23) (19.4) (10.3) 304 Flexible Vacuum Jacketed Pipe Analysis 5/8" ID 1.8 / 2.24 00 2 lb/ft 0.80 0.98 6.6 304/321 15.9 mm ID 46/57 mm OD 3.2 kg/rn (1.19) (0.94) (1.9) 304/321 1.2510 3.880D 4.2 lb/ft 1.96 2.0 13.3 304/321 31.8 mm 00 98.6 mm 00 6.2kg/rn (2.92) (1.9) (3.9) 304/321 4 Typical Attributes for Vacuum Jacketed Pipe Bayonet couplings for ease of installation. Field welded couplings for lower heat in-leak and material costs. 1" to 2" headers for main or high usage branch runs, or larger where necessary. 1/211 drops to equipment. Vacuum jacketed in-line valves for branch isolation during shut-down or repair. DV-6R for monitoring vacuum level of VJP as an option. Internal gas traps that prevent frosting of standing end connections when not in use. System relief valve for line safety (if located indoors, this should be piped to the exterior). Mechanical Keep Full maintains cold temperatures at the main header and use points. Capped bayonet or field joint coupling for future expansion. Extended stem cryogenic control valves (usually end-use conditions). VJP for use with vibrating equipment or minimizing alignment problems. Cost Savings Calculations for VJP versus Foam Insulated Pipe The following example is based on a service of liquid nitrogen running through 200 feet of 1" x 3" of CryoWorks' VJP with bayonet joint versus foam insulated 1" pipe. Operating parameters of 24 hours/day and 365 days/year are used to indicate a system with a Keep Full unit installed. Input Values Heat loss for VJP (BTU/ft x hr) 0.45 Heat loss for foam insulated pipe (BTU/ft x hr) 20 Overall length of pipe (ft) 200 Heat loss for joints in VJP (BTU/hr) 9.1 Number of joints in VJP 7 Daily usage (hrs/day) 24 Days per year 365 Heat of vaporization of cryogenic liquid (BTU/lb) 85.6 Cost of cryogenic liquid ($/lb) 0.04 Cost Due to Heat Leak $ per year for VJP $629.16 $ per year for foam insulated pipe $16,373.83 $ per year savings using VJP instead of foam insulated pipe $15,744.67 Formulas: - Heat loss/hr=(heat loss/hr/ft of pipe x pipe length) + (heat loss/joint/hr x number of joints) $/year(heat loss/hour x hours/day x days/year)/heat vaporization Notes: The cost per pound of liquid nitrogen may vary considerable based on market changes. Consult your gas supplier for current costs. For this example, the following price was used ($0.0411b=$0.29/100SCF). These calculations do not include cooled down losses. These calculations are used to demonstrate the relative efficiency of VJP versus foamed copper piping, not to predict actual system losses. Actual system losses include a number of variables represented by these calculations. Please contact CryoWorks for custom calculations of your system. 5 Installation Bayonet Connections A bayonet is a mechanical connection between two sections of VJP that eliminates the need for any welded connections. The bayonet is a low . heat in-leak device with telescoping male and female components. Due to a close tolerance design, our "low-profile" bayonets utilize a metal-to- metal in-line seal with a silicone 0-ring placed between the flanges. This combines to make a reliable, heavy-duty cryogenic seal between the two VJP sections, and simultaneously preserves the low-heat in-leak of the system. Bayonet Installation Guide Place pipe supports every 10 feet (3m). Distance may vary by sizing and change of direction. Place pipe on supports before engaging bayonets, when possible. Check alignment and slope of piping. The slope should be up in the direction of keep full and 1" (25mm) up for every 50 feet (15.2m) in length. Inspect the male bayonet nose end. It must be clean and free of burrs or damage. Wipe bayonet couplings and 0-ring with a lint-free cloth. Lightly coat the silicone 0-ring with a thin film of the supplied lubricant, and slide the ring over the nose of the male bayonet and place it in the groove. Coat the male bayonet with a thin film of the supplied lubricant to prevent galling during installation. Place V-Band between the bayonets. Engage the male and female bayonets (do not twist) and tighten the V-band to a loose fit. If resistance is felt, re-check alignment and re-engage. Continue installing adjacent sections until all are engaged and in place. Fine tune support heights to provide a smooth sloping pipe back to the tank. When all is in place, tighten V-bands to a snug fit. Finally, visually inspect the entire system, looking for stress risers and sufficient pipe supports. Male Bayonet Flush clamped V-Band-1 \ \Fema l e Machined Nose •A2 -Bayonet /-. V-Band Note: Bayonets that are cold (that have been in service) should be warmed to close to room temperature for easier disengagement. To do this, the VJP must be drained of liquid and allowed to warm up for approximately 24 hours before attempting disengagement. Contact CryoWorks if a more rapid time is necessary. 6 Field Joint Couplings Field joint couplings are vacuum-insulated, field-welded connections between two sections of VJP. Field joint couplings have a long heat-leak transition between the outer jacket and the inner pipeline to reduce the heat input into the system. After the weld is made, the joint is insulated and the field can is moved into place over the section. The can is then field welded to the rings on the ends of the two piping spools. This coupling is then evacuated to a new low vacuum to ensure a low heat-leak. This type of system is usually installed by CryoWorks. —1'VACW D R Tc XThAL tXP T / Z0 E PACKET, $G RAMS TAPE TC RJi\ SHIELDING /OUTSIDE Of RADIATION 4 AERS \ i::ii / SONG FIELD JOINT DETAil. (p Equipment Needed 1. GTAW welding equipment and an ASME qualified welder (with qualified procedure) to make a butt weld on ASTM A-312 Type 304 Stainless Steel pipe. 2. Field Joint Insulation Kit (supplied with VJP section by CryoWorks) Multi-layered insulation (paper and foil pre-wrap) Molecular sieve packages Hydrogen getter 3. Field Joint Assembly Kit (supplied with VJP section by CryoWorks) a. Field joints coupling with pump-out port 4. Vacuum Pump 5. Evacuation Fixture 6. Aluminum tape or copper wire CRVOWORKS, 7 Field Joint Installation Guide 1. Before welding the VJP sections together, slide the field can over the end of one of the pipe ends. Important Note: Welding should only be conducted at the inner line mating connection and from the field can to the jacket closure rings. Welding or arc strike on the piping vacuum jacket pipe could result in loss of vacuum on that spool. 2. Weld the inner line butt weld with an approved ASME procedure. 3. Appropriately inspect the weld to ensure a leak-proof seal. 4. Once complete, if pressure testing is specified, do that testing now. 5. Clean and dry the joint areas. All parts exposed to vacuum must be clean and free of any oils or solvents and must be dry. 6. Insulate the field joints in the following manner: Attach the sieve packages to the inner pipe (copper wire or aluminum tape). The proper amount of sieve is provided with each kit for each pipe size. Puncture each package with a number of small holes (approximately 20). Wrap the insulation pre-wrap over the inner line. The insulation should be wrapped around the inner line, overlapping itself (pitch depends on specified number of layers). Secure the insulation loosely with copper wire or aluminum tape. Secure the hydrogen getter packet to the outside of the insulation with copper wire. 7. Attach the field joint coupling: Slide the can over the insulation so that it is centered over the non-insulated area. Weld the can to the closure rings attached to the outer jacket on each side of the joint using an approved ASME procedure. Attach the vacuum pump operator to the pump-out port and then evacuate the field joint coupling below 15 microns (typ). Questions: please contact CryoWorks at: Cryo Works, Inc. 3309 Grapevine Street, Jurupa Valley, CA 91752 951-360-0920 www.cryoworks.net 8 Specifications and Disclaimer Cryogenic Liquid Piping System Cryogenic Materials The equipment that is provided is manufactured for use with extremely low temperatures -320°F (-196°C). Any material coming into contact with liquid nitrogen must be stainless steel, brass, bronze, copper, aluminum, Teflon TM or Kel-F. Any material coming in contact only with cold vapors must be appropriate for extremely low temperatures. Related Codes and Standards The equipment that is provided under this specification should be manufactured to the appropriate codes and specifications, including but not limited to the following: 1. Bulk Storage Tanks ASME Section 8, Division 1—unfired pressure vessel. The liquid storage vessel must comply with the latest addendum. 2. Vacuum Jacketed Pipe ANSI Section B31.3 Process Piping Vacuum Jacketed Piping (VJP) System The Vacuum Jacketed Piping (VJP) system is designed for the efficient transfer of liquid nitrogen at pressures up to standard 150 psi (10.34 bar) or greater. The normal operating pressure and the flow requirements are determined by the liquid nitrogen storage tank, and the equipment requirements. CryoWorks is available for consultation on the appropriate sizing of the VJP system. The VJP system is made up of individual components. These components include VJP sections, cryogenic valves, fittings, and Mechanical Keep Full assemblies. CryoWorks VJP is a double-walled construction that has an inner pipe for the transfer of liquid nitrogen, and an outer pipe to support and retain the vacuum insulation. The inner and outer pipe is constructed with type 304 stainless steel. The insulation is a low vacuum with multiple layers of paper and foil (super insulation) applied in such a way as to reflect back radiant heat. Molecular sieves and getters are used with the insulation system to maintain low vacuum levels for many years. Thermal contraction of CryoWorks' VJP system is accommodated by the inner pipe, so the outer jacket of the VJP system does not require special roller hangers. The VJP sections are desighed and built with a factory sealed vacuum and super insulation system. The sections may be connected together with either a mechanical bayonet coupling, or a welded field-joint coupling. An optional thermocouple vacuum gauge and bellow seal isolation valve is used to determine the vacuum level of each section in the field. The VJP system meets the required codes and specifications for cryogenic piping, specifically ASME B31.3. 9 Warranty CryoWorks, Inc. warrants to the purchaser of the Vacuum Jacketed Pipe that the product shall be free from defects in material and workmanship that result in breakdown or failure under normal use for a period of one (1) year from the date of shipment to the original purchaser. CryoWorks also warrants all component plumbing parts for one (1) year or the manufacturer's warranty if the equipment is used and maintained in a proper manner. Any warranty contained herein shall not apply to any Vacuum Jacketed Pipe that has been repaired or altered outside the manufacturer's facilities or in any way so as to affect the stability or reliability of the Vacuum Jacketed Pipe; or any Vacuum Jacketed Pipe that has been subject to misuse, negligence, or accidental damage. Electrical components and wear parts shall have a 6 month warranty. VJ piping that includes a TC gauge tube shall have a 3 year warranty. The manufacturer's liability under this warranty shall be limited to the lesser of the repair, replacement, or refund of the purchase price paid by the original purchaser, of equipment that proves to be defective, provided that the original purchaser: Gives the manufacturer written notice within ten (10) days of discovery of such defect. Immediately upon discovery of a claimed defect, discontinues all use of such equipment. Returns such equipment freight prepaid to the manufacturer. Manufacturer shall not be liable for any defects caused by the effects of normal wear and tear, erosion, corrosion, fire, or explosion; and shall not be liable for any special, indirect, or consequential damages incurred by the purchaser as a result of any claimed defect. As a further pre-condition to any manufacturer liability hereunder, purchaser shall return said purportedly defective equipment, freight prepaid, to the manufacturer. CryoWorks specifically makes no warranties or guarantees, expressed or implied, including but not limited to purpose or use, other than those specified herein. No warranties shall be implied under the uniform commercial code, other than the warranty of the title. 10 Accessories You may find the following list of accessories helpful when it comes time to add on to your current system (not pictured in actual sizes). : W — E-Stop Control Panel Features include flashing lights and audible alarms, a reset button, and a NEMA-12 enclosure. C Diffusers I Phase Separators For use at the end of transfer hoses, these separators reduce the amount of splashing that may occur when filling open dewars. Cryogenic Valves Valves are available in various sizes for use in conjunction with the E-Stop Control Panel and the Oxygen Monitor. Transfer Hoses Both vacuum jacketed and non-vacuum jacketed transfer hoses are available in various sizes and lengths. Please visit our web site at www.cryoworks.net to see available products. Manual undated April 282015 CRYOWORKS SCOPE OF WORK INSTALLATION OF A UNCOMPRESSED LIQUID NITROGEN TANK, PIPING AND EQUIPMENT PAD IN EXISTING SCREENED EQUIPMENT YARD AT REAR YARD OF EXISTING SCIENCE LAB BUILDING. SHEET INDEX ARCHITECTURAL: AO COVER SHEET Al SITE PLAN A2 1ST FLOOR PLAN, ENLARGED A3 TANK PIPING ISOMETRIC A4 TANK TECHNICAL PLAN & ELEVATION A5 TANK SPECIFICATIONS Si EQUIPMENT PAD ENGINEERING NOTES S2 EQUIPMENT PAD PLAN ELEVATION NITROGEN TANK INSTALL ScienCell Research Labs 1610 FARADAY AVE. CARLSBAD, CA 92008 CODE REFERENCED I 2016 CALIFORNIA BUILDING CODE BASED ON 2015 INTERNATIONAL BUILDING CODE 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE TOTAL SHEETS: 8 2016 CALIFORNIA FIRE CODE OWe: AUG 2018 ucoleI Job 1 - GREEN BUILDING REQUIREMENTS The California Building Standards Commission has adopted the Green Building Standards Code which became effective January 1, 2011 and must be enforced by the local building official. 7. Waste management. The contractor must submit to the Engineering Department or other Agency that regulates construction waste management a Waste Management Plan that outlines the items listed in CGC Section 5.408.1.1. S. Recycling. A minimum of 50% of construction waste is to be recycled. CGC 5.408.1. Documentation shall be provided to the enforcing agency which demonstrates compliance. CGC Section 5.408.1.4. Waste reduction. 100% of trees, stumps, rocks, and associated vegetation and soils primarily from the construction will be reused or recycled. CGC 5.408.3. Recycling. An identified, readily accessible area shall be provided that serves the entire building for collecting recycling, such as paper, cardboard, glass, plastics, metals, etc. CGC Section 5.410.1. Documentation. A building "Systems Manual" as listed in CGC Section 5.410.2.5 shall be delivered to the building owner or representative and the facilities operator. The "Systems Manual" shall contain the required features listed in CGC Section 5.410.2.5.1. Pollutant control. During construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered: CGC 5.504.3. Pollutant control. VOC's must comply with the limitations listed in Section 5504.4 and Tables 4.504.1, 5.504.4.1 5.504.4.2, 5.504.4.3 and 5.504.4.5 for: Adhesives, Sealants, Paints and Coatings, Carpet and Composition Wood Products. CGC 5.504.4.t Pollutant control. Mechanically ventilated buildings shall provide regularly occupied areas with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 8. MERV 8 filters shall be installed prior to occupancy. CGC Section 5.504.5.3. Pollutant control. Where outdoor areas are provided for smoking, such areas are prohibited within 25' of building entries, windows and outdoor air intakes. Signage shall be posted to inform occupants of the prohibitions. CGC Section 5.504.7. Environmental comfort. Wall and floor assemblies separating tenant spaces (and tenant spaces from public spaces) shall have an STC of at least 40. CGC Section 5.507.4.3. Environmental comfort. Wall and roof assemblies exposed to noise sources shall have an SIC rating of at least 50, with exterior windows having a minimum STC of 40 in the following locations, per CGC Section 5.507.4.1: Within the 65 CNEL noise contour of. a freeway, railroad or industrial source, as determined by the jurisdiction's Noise Element of the General Plan. Within the 65 CNEL noise contour of an airport. FIXTURE TYPE MAXIMUM FLOW RATE Lavatory faucets-nonresidential 0.5 gpm © 60p5i, Kitchen faucetsl.8 gpm © 60psi, Metering faucets 0.2 gallons/cycle, Water closetsi .28 gallons/flush, Urinals 0.5 gallons/flush. Outdoor water use. A water budget shall be developed for landscape irrigation use that conforms to the local water efficient landscape ordinance. Where no local ordinance exists, show compliance with the California Deportment of Water Resources Model Water Efficient Landscape Ordinance. See Sections 492.5 through 492.9, 492.10 and 492.11 of the State ordinance at ditto: //www.watercoaov/wateruseefficiencv/docs/WaterOrdSec492.cfm> Outdoor water use. For new water service (or addition s/alterotions with > 1,000 square feet of cumulative landscaped area), separate submeters or metering devices shall be installed for outdoor potable water use. Also, irrigation controllers and sensors shall be installed. CGC Sections 5304.2 and 5.304.3. Prior to final inspection the licensed contractor, architect or engineer in responsible charge of the overall construction must provide to the building department official written verification that all applicable provisions from the Green Building Standards Code have been implemented as part of the construction. CGC 102.3. I DEFERRED SUBMITTALS I (NOT APPLICABLE FOR TI-ItS PROJECT) I . VICINITY MAP Project s/te.I \\K FAQAPAY FV. 11 5FUTHEBWOM , ) ASTON AE \ ALc9%09 RIOAD NO SCALE 2016 CALIFORNIA PLUMBING CODE BASED ON 2015 UNIFORM PLUMBING CODE 2016 CALIFORNIA MECHANICAL CODE BASED ON 2015 UNIFORM MECHANICAL CODE 2016 CALIFORNIA ELECTRICAL CODE BASED ON 2011 NATIONAL ELECTRICAL CODE 2016 CALIFORNIA ENERGY CODE LEGAL DESCRIPTION: LOT 99 OF CARLSBAD TRACK NO. 85-24, UNIT NO. 5 IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. ACCORDING TO MAP THERE OF NO. 12815 FILE IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, CALIFORNIA. ASSESSORS PARCEL NUMBER: 212-130-43 BUILDING ADDRESS: 1610 FARADAY AVENUE, CARLSBAD, CA 92008 EXISTING ZONE: CMPI EXISTING USE: OFFICE AND LABORATORY BUILDING GROSS SITE AREA: 92,595 SF (2.13 ACRES) NET SITE AREA: 73,041 SF (1.68 ACRES) GROSS BUILDING AREA: 29,053 SF 1ST FLOOR: 15,172 SF 2ND FLOOR: 13,881 SF BUILDING COVERAGE: 31% (GROSS SITE) 39% (NET SITE) F.A.R. = 39% TOTAL PARKING PROVIDED: 99 SPACES (3.5/ 1000 SF) STANDARD: 70 SPACES (72%) COMPACT: 25 SPACES (25%) HANDICAP: 4 SPACES (3%) TOTAL PARKING REQUIRED: 97 SPACES TYPE OF CONSTRUCTION: VB FULLY SPRINKLERED TYPE OF OCCUPANCY: B SPRINKLERED: YES, .30 GPM/ 3000 SF STORIES: 2 BUILDING HEIGHT: 36-0" TO TOP OF PARAPET ALLOWABLE AREA CALCULATION: PER 506.1, OCCUPANCY BI, CONSTRUCTION TYPE VB = 9,000 SF (2-STORY) SPRINKLERS INCREASE PER 506.3 x 2 = 18,000 SF PER FLOOR ACTUAL AREA OF BIGGEST FLOOR IS 15,172 SF 15,172 SF 18,000 SF [)ESICNER MAGERKUR1H 40929 LACROIS AVE. MxRRIETA, CA 92562 TEL: (619) 665-3999 CONTACT: STEPHEN CONTRACTOR dB CONSTRUCTION 27131 slveboxy Roy Volky Ce,tei, CA 92087 TEL (6)9) 954-9709 CONTACT. OASIS dARk STRUCTURAL ENGINEER: OWNER: NOW ENGINEERING, INC. sCIENCELL RESEARCH LABS 43020 81.ACADEER LOOP #204 . 1610 FARADAY AVE, IEMECIILA, CA 92590 CARLSBAD, CA 92008 951-506-6507 . . S • . S S. . S ..•. I • • I. • ..•• I I..... City of Carlsbad Building Division SEP 2 02018 APPF OVED BY: ISS(EDBY: SEP -'-62018 A s "bu,it '-ornPeny 20. Water reduction. Maximum fixture flow rates from Table 5.303.2.3 and Section 5.303.3, as shown below. I EXISTING PROJECT DATA I MAXIMUM FIXTURE FLOW RATES "otmr- C -).U)>-41C)U)-1 -4 -U -< 0>0-40 flW >C ))Q ZCO)j ZG) m 4 'F D 0 m D m >-4 >-z> . 0 o o Cn 0 0 g w mo, 8 .... - .. 'F 00Z0)) C) 2 0 In 0 U) Z0 -( C C) m 0 0 '0 o .. CflDWC-4 —lm--r— 0 m - —1 W M C) So :74 CI) CO 0 5 -n C I.U)0W COCO(J)CI)CI) )) 0 —I'4Co U) Q) b o o '— >- >auu >>> 0)CO 0n-n - 1, 0, '00000 mmrnmm U COU)CI)COCO mm - Mgz m Z co Cflo flU) — m m 5 2 0 CI) 0 m 00 00 cn ii C, -1 0 • S •• •SS • • 0 0 .1. S • S S• • S • • . S ••S • . S •• • • . I S• 0 7 9 S •S• I ••I •• • >-4 m 0 NITROGEN TANK INSTALLATION SCIENCELL RESEARCH LABS 1610 FARADAY AVE. CARLSBAD, CA 92008 -MjERRRU 40929 LACROIX AvEI9uEf MURRIETA, CA 92562 ( 616653%99• • •••/ . . S - S S I S . . . S • I SI . I S S • •SS I S I •I • • S • S • .. S S S I S III •• TCodee,eeen!is the p)opeOyof ettsteSuon*d.rLse,eoees., MAGERKUOTIL CleAner. My uflauthoneed use or reproduction of mSebyISe*m(oO,olSed,oO. Osdocumoirt In retell orin pan is Prohibited. O.fl,SSMI&e. "I'll (E) ELEC (E) STORAGE YARD I C —I, e_~ r 12'-lO" 28-10' 'I- L----- 10,-On I • -,..- I • w - • a__. .rT Zr,4 : • _ IL 00°' U0nD I iD <I- of 5) idl tt w . "t 2 (0 S . Dote: AUG 2010 scote: Job: PLAN, NOTES A2 DISTANCE TABLE PER NFPA 55 CHAPTER 8 TYPE OF EXPOSER MIN. DISTANCE ACTUAL DISTANCE COMPLIANT BUILDINGS, ANY CONSTRUCTION TYPE 1-0" 1'-0 & 2-0" YES WALL OPENINGS 1-0' 3-3" YES AIR INTAKES 10-0' 404' YES PROPERTY LINES 5.41 80-0' YES PLACE OF PUBLIC ASSEMBLY 50-0' OVER 1- MILE YES PATIENT AREAS 50-0" OVER 5- MILES YES COMBUSTIABLE MATERIALS 15-0" 125-0" YES HAZARDOUS MATERIALS 20-0" 32-0" YES BUILDING EXITS 10-0" 12-10" YES COMPRESSED GASES 20-0" f 324" YES I I 28-10" FIRE NOTES: SRV is defined as Safety Relief Valve. Post visible hazard identification signs in accordance with NFPA 704 shall be provided at entrances to buildings or areas in which cryogenic fluids are stored, handled or used. CFC 5503.4.1 The stationary tank shall be marked with the name of the gas contained. CFC 5503.4.2 The stationary tank shall be identified with manufacturing specification and maximum allowable working pressure with permanent nameplate. The name plate shall be installed on the container in an accessible location. The nameplate shall be marked in accordance with the ASME Boiler and Pressure Vessel Code or DOT n 49 CFR Part 100-185. CFC 5503.4.3 The tank inlet and outlet connections, liquid-level limit controls, valves and pressure gauges shall be identified in accordance with one of the following: - Marked with a permanent tag or label identifying and function. - Identified by schematic drawing that portrays the function and designates whether connected to the vapor of liquid space of the container. Where a schematic drawing is provided, it shall be attached to the container and maintained in a legible condition. The emergency shut off valves shall be identified and the location shall be clearly visible and indicated by means of a sign. CFC 5503.4.6 The piping system shall be marked in accordance with ASME A13.1. Additionally specify the markings used for piping systems shall consist of the content's name and include a direction of flow arrow. Markings shall be provided at each valve, at wall, floor and ceiling penetrations, at each change of direction, and at not not less than every 20 feet (6096 mm) or fraction thereof throughout the piping run. CFC 5303.4.3 10, I 0 16 am . — — — — - EXISTING FIRST FLOOR PLAN (E) NORTH LA CKD S..... KEYNOTES 10 ...• PROPOSED NITROGEN TANK ON SKID. 10'-0" HEIGHT. ATTACH TO NEW . SLAB PER STRUCTURAL. ...... REQUIRED MINIMUM DISTANCE FROM EXIT TO TANK, PER NFPA 55 CHAPTER 8 DISTANCE TABLE. PROVIDED DISTANCE FROM EXIT TO TANK. EXISTING VACUUM PUMP SYSTEM. EXISTING WATER TANK! SYSTEM. DASHED LINE INDICATES SECOND FLOOR ABOVE. 12-0" HEIGHT TO 1-HR FLOOR ASSEMBLY. DASHED LINE INDICATES EXIT DOOR CLEAR FLOOR SPACE. EXISTING EXIT DOORS. EXISTING ENCLOSURE GATES. EXISTING STEEL LOUVERED EQUIPMENT ENCLOSURE. EXISTING FLOOR SINK. - 102 ,- 12 CRYOGENICS FLUIDS ARE STORED HERE SIGN PER NFPA 704 AND CFC 5503.4,1 / 3-65/16" / S... . S... S•••S S S .. S. •• . S S... ••S••. S • • S • • S ••••S S..... • • S.... S S••• S • S S. •• S S • ...•. . o S..... • SSS•. . S. • •••S . . .. S " X 2" VJ PIPE A3 OFFSET SEE ISO VIEW CEILING GRID EXISTING BRONZE CRYO-VALVES WI 12 -0" SAFETY RELIEF VALVE b ê4 2-0" T JIL BRAIDED FLEX HOSE ID Xl " ID BOA FLEX 21-0" MANIFOLD DETAIL BRAIDED FLEX HOSE " ID X " ID BOA FLEX WIVJ WITHDRAWAL _-.. SYSTEM SAFETY RELIEF VALVE - -" SET @150P51G,W/ WEEP HOLE TANK POC SYSTEM EMERGENCY SHUT OFF VALVE TANK CONNECTION DETAIL CHART PERMACYL TANK SUPPLIED BY OTHERS (E) :3TORAGE i'ARD DROP TO TANK POC SEE TANK CONNECTION DETAIL DROP TO 12"AFF DROP IN ELEVATION 7 -- SEE ISOMETRIC VIEW 1:~: ......... \ " X 2" VJ PIPE BRAIDED FLEX '- ELE. APPROX. 2.375" 00 " ID Xl " ID BOA 14'-O"AFF (TYP.) CRYOWORKS BAYONET CONNECTION (TYP.) (E);\JORTH LAB 24-3 13/16" B GLASS DOOR C FINISHED-'\ 1'-0" D FLOOR '\ f IE CONTINUES TO USE POINTS NEW BRONZE EXISTING BRONZE CRYO-VALVE WI CRYO-VALVES WI SAFETY RELIEF VALVE SAFETY RELIEF VALVE 14-0' 3000UTER PLAN VIEW USE POINT VALVES, (TYP 6 PLACES) SEE MANIFOLD DETAIL J — ITEM # I " X 2" VJ PIPE K / ± CRYOWORKS BAYONET CONNECTION .....L.. - HL BAYONET CONNECTION DETAIL GENERAL NOTES - 1. DIMENSIONS AND TOLERANCES IN ACCORDANCE WITH ASME 014.5 - 2009 M AND ISO 128, 129 & 0168. 2. WELD SYMBOLS ARE IN ACCORDANCE WITH AWS A2.4. 3. FABRICATIONS WILL BE MANUFACTURED IN ACCORDANCE WITH E — CRYOWORKS SPEC. VJP. SEC. 4. 4. WELD PROCESS SPECIFICATION IN ACCORDANCE TO AWN 82.1-8-212. 5. WRAP THE OUTSIDE OF THE INNER PIPE WITH LAMINAR RADIATION N SHIELDING IN ACCORDANCE WITH CRYOWORKS SPEC. VJP, SEC. 43. .2 6. CHEMICAL SETTERINS SYSTEM IN ACCORDANCE WITH CRYOWORKS SPEC. VIP SEC. 3.8 8. EVACUATE JACKET IN ACCORDANCE WITH CRYOWORKS SPEC. VJP, SEC. 6. B. PERFORM FATP IN ACCORDANCE WITH CRYOWORKS SPEC. VJP, SEC. 5. PARTS LIST DESCRIPTION S/N 10118 S/N 10119 S/N 10820 S/N 10121 11 \ BRAIDED FLEX HOSE CHART BAYONET CLAMP ABS 0-RINO ID X 112" ID BOA FLEX 1/2' BAYONET CLAMPS INCLUDES 0-RINGS 1 GRAM CONTAINER OF VACUUM GREASE " CRYOWORKS BAYONET CONNECTION 1" (TYP.) SYSTEM RELIEF VALVE 4-3 7116H -' SEE TANK CONNECTION DETAIL (ilp'l - -TANKPOCBAYONET ISOMETRIC VIEW - 2-2 3/4" UPDATED TIRILLER 9/5/2018 DESCRIPTION DRAWN BY DATE 01.1 B.L8A .A.ARAUHE'ti4* RSiH B 150 PSIG 2018-3049 I c SST. 5015 REAL EA'HEEH,PAET 20 18-3049 304/lOLL, SST, 5015 ms, NED 717= TC GAUGE LN2 VACUUM JACKETED PIPING SYSTEM_________ LISA TEST YES PROJECT M0R NO SCIENCELL 1610 FARADAY AVE CARLSBAD. CA TO. SER. TAG (CJ To'RRL'nlS ICP057289FIKI SOS . SHEET I SIZE SHEET: ,,.s,v.NO nA05 C SHT lOP 1 NOMENCLATURE - DESCRIPTION V-i TOP FILL CHECK VALVE V-2 LIQUID VALVE V-3 GAS VALVE V-4 VENT VALVE V-5 ECON VALVE V-6 4-WAY VALVE V-7 PEI RETURN CHECK VALVE V-9 PEI BALL VALVE V-ID PEI CHECK VALVE V-Il ECON CHECK VALVE LI-i LIQUID INDCATOR P1-1 PRESSURE INDICATOR R-1 PB REGULATOR RV-1 PRIMARY RELIEF VALVE RV-2 RELIEF VALVE S-I I 'TRAINER BD-1 I BURST DISC PIPING - DESCRIPTION A TOP FILL B LIQUID WITHDRAWAL C PRESSURE BUILDING INLET D PRESSURE BUILDING OUTLET E LIQUID PHASE (HIGH) F VAPOR PHASE (LOW) G VENT/FULL TRYCOCK H SAFETY CIRCUIT SCHEMATIC 61 V-7 D-14693320 DESIGN SPECIFICATION ITEM INNER VESSEL 445/16 CODE ASME SEC. VIII. Dlvi RELIEF SETTING MAWP 550 PSI i34.47 BAR - GROSS VOLUME 2911 LITERS! 770 GALLONS - NET VOLUME 2707 LITERS / 715 GALLONS TARE WEIGHT - 4500 lb. / 2045 kg - 1% PER DAY NITROGEN & OXYGEN NORMAL EVAPORATION RATE .62% PER DAY ARGON .2% PER DAY CARBON DIOXIDE MATERIAL TYPE 304 STAINLESS STEEL I PALLET EASE GALVANIZED CS A36 GASEOUS EQUIVALENT AT 1 ATM AND 70' F/ 1 ATM AND 0'C 0 NITROGEN . 66,5925CF 11,750 Nr4/ O)CYGEN 92,239 SCF/2,161 No,' ARGON 80.425 SCF /2,115 No,' A CARBON DIOXIDE 152,954 SCF/ 1,390 Nro' /1" GAS DELIVERY RATE NITROGEN 12000 SCF/H /52.4 NmSh OXYGEN 12000 SCF/H /52.4 Nm'S, ARGON 12000 SCF/H /52,4 Nro'/h CARBON DIOXIDE 1667 SCF/H/17.5 Nm'/h PARTS LIST ITEM QTY PART NO. I DESCRIPTION MANUFACTURER P/N MANUFACTURER -2 \ V-i I 14051090 CHECK VALVE 1/2 FPT CV-5030-T-5 GENERANT V.2 1 11906943 VALVE 3/S FPT BLUE HANDLE LIQUID T94640AB REGO V-3 1 11905964 VALVE 3/8 FPT GREEN HANDLE GAS USE T9464ADAG REGO zosssssss V-4 1 11905950 VALVE 3;B FPT SILVER HANDLE VENT T94E4DA REGO V-S 1 14905990 VALVE SHUTOFF 1/4 FPT T9452 MSS EP-SO REGO V.6 1 1 20663719 VALVE 4-WAY BRS 1/8 FPT B.43YTF2-WLO SWAGELOK V.7 1 11656072 CHECK VALVE BRS 1.FPT T-473-Y 1' CLASS 300A C.,.-. V-9 1 20997965 VALVE BALL BRS 1.2FPTEXTSTEM C44160M-SE N3746 000 ] V-iC 1 13462175 KIT CHECK VALVE 1/2 FPT SEE DESCRIPTION •• - V-ii 1 11054090 CHECK VALVE 1/2 FPT V-E038-T-5 , LI-i 1 20910598 CYL-TEI GEN 50-200" 9500-8200 -P1-i 1 20827654 PG 2-1/2'DIALO-605PSI/BAR i/OMPT 52553914 . S 11779806 REGULATOR .500NPT/5 12SPSI • A-l25 : 1p R-i 1 11690241 REGULATOR.SOSNPT©300P51 S 21909.00 • -1'l'C REGULATOR .500NPT,g 45EP51 • 21á71-0450 • CASH-ACiS.. po RV-1 1 20599068 RV SRS 1/2MPTSOOPSI 0 IbRV%434TP50D •• • REO••• • RV-2_ 1 1012702 RV BRS 1/4MPT 550P51 £ PRV94321550 REGO 5.1 1 11529090 STRAINER .500NPTBRZBODY _'1 6009W • ;UNITEDB,AS 80-1 1 11526622 I RPD ASSY INLINE 1/25/PT 700PSI I SEE SESCRIPTION •S BS&B S... S • ... . NOTES: •••••• • . vS S..... L\OPTIONAL 3,500 SCF / 4(92 Nm'IH) MODEL AVAILABLt : • .• . •... . . S. S R-1 BD-1 (4 PLCS) SECTION A-A SCALE 1/8 0 SECTION C-C SECTION B-B SCALE 1/4 SCALE 3/32 E COT 209561 CHGV-9 RLB 10/27/17 D CGT 209500 UPDATED DWG WI NEW LAB BASE JDG 1/11/201 APPVD I DATE I C CGT 208330 ADD NOTE C MCB 3-18-11 (CGT 2/10/2010 B COT 208,31 REVD PB RETURN TUBE GMM 3/16/11 1 USED 74 207984 A COT 208180 ADD CLAMP & CHG VALVE SECT. A MCB 8-3-10 COT 2/26/2010 APPLICATION ORIGINALECRIER REV APPV ECR REVISION DESCRIPTION BY DATE CHART INC. r:iTcAo7oAZ-rErAua7LoA I 11 /- b - H ' ILCCLUSA i P-/TY-S IA ASS -o s,srl ASEE'J1'/ ri OL,'IAc 4- , ALUAST '/A 1A -4"51F A1SSTQWROAWC/,IPAB AFASACA 010 776/SUE 4iAiTt70AEA/A EFM'A1TTOTA7W0/E. g\005IGNATESA NOTE REFI/RENCE. MATL SEE PARTS LIST FINISH P/N 14693320 CANTON, GEORGIA 30114 SPEC DWG PERMA CYL 3000VHP OPT 09 L/ES77ThERWSEO%CFIED Wrr3-F I /1007± N/A HA3LE /4/A - D 1 3320 E 1/8=1 I I'i of 1 -- - - - 4.-•L,--- ' -'o- - - •M-------- ' - 45 0 a a 0 ' rn 0'5 a T a c a , 5 ' fb L a 1" aro0 ' 0 Sc ' a - co 0 a 0 a 0 3 5-. - a -4 (0 a a ''O5fC —i J1 " cq 0 g H 0 0'4 77 0 a SS 00 a. m a a 3 —a 'O . o3 .- S 0 a a' 0 O-H.cc '07J .54 4' C 0 a un - ) 0 a - 0 LA 0 0, '- 0 —_S-S a 1 - 0 o LA - C> 11 > ego • • ••. • •• • : ••. .. . CRYOGENIC SYSTEM INSTALLATION MA b EFI'U SCIENCELL RESEARCH LABS 1610 FARADAY AVE. 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S I • . • S S ••• S . . • •• • S • I. - SS • S ••S • 5• 0 I --IS. 2: c) E 22 NITROGEN TANK INSTALL I MAGERKURTH DESIGNER TITLE: 1610 FARADAY AVENUE S CARLSBAD, CA 92008 S •• • S S S S S • SI S. • S • • / 8FFderFr/endIy & On 77m11 I I •IS S S 4JO.Bc/aIe-LooppStSte fO4 Thmecej/a, CA — C) U) m ?C — U) - -i - fli> fli U) J U) rn - = rn (I) _ '0> CD > - ii CD c E c - (J'm ni >— D M 770 )> > U) C) U) ED - m - U) rn —1 > ? ni 00 c ---.;j rn - - ni CD - - ED C) It C) rn _ ni c U)CA > (11> CD ED rn CD C) CD - --A CD >;o --A ni C)o -< ED C) rn ED C-) = CD -< i U) - 70 = U) I- - ni > 9 ED 70 n-i ED rn CLIENT MAGERKURTH DESIGNER TITLE: I NITROGEN TANK INSTALL 1610 FARADAY AVENUE - r CARLSBAD, CA 92008 : S •• • • S S • V . S. 0 00 S • S.. S • / Sildr/'thrndly & on Tim,, S S •SS • • so By Slle'O4, Thmecu/a, CA ?'5?)54-5-4702. F .5O4IS nea/ngwen i 0. 56 n-i rn P. /30/19 4. OF cP/- -' II PROJECT HISTORY: I