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HomeMy WebLinkAbout2310 FARADAY AVE; ; CBC2018-0683; Permitcity of Carlsbad Commercial Permit Print Date: 08/22/2019 Job Address: 2310 Faraday Ave Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Parcel No: 2120613000 Lot Sf: Applied: Valuation: $77,764.72 Reference Sf: Issued: Occupancy Group: Construction Type: Permit Finaled: Sf Dwelling Units: Bathrooms: Inspector: Bedrooms: Orig. Plan Check Sf: Final Plan Check Sf: Inspection Project Title: Description: VCA CA VET SPECIALISTS: 1,672 SF T.I. VET OFFICE TO VET OFFICE Permit No: CBC2018-0683 Closed- Finaled 12/11/2018 03/19/2019 PBurn 8/22/2019 9:07:53AM Owner: Contractor: C VS INVESTMENTS LIC UTGARD CONSTRUCTION COMPANY INC 2310 Faraday Ave C/O Timothy Concannon Po Box 501047 CARLSBAD, CA 92008 . San Diego, CA 92150-1047 858-674-8040 BUILDING PERMIT FEE ($2000+) $530.04 BUILDING PLAN CHECK FEE (BLDG) $371.03 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $60.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $45.00 SB1473 GREEN BUILDING STATE STANDARDS FEE $4.00 STRONG MOTION-COMMERCIAL $21.77 Total Fees: $1,031.84 Total Payments To Date: $1,031.84 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 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov (City of Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Check -'o1oa3 Est. Value Wb ' 1 I 11 PC Deposit Date 1111 112; Job Address 92 310 F AA D 'f AVE- - Suite: APN:____________________ Tenant Name: (A. )/r--r. S LU CT/Project #: Lot #:________ Occupancy: 2-90-kitill Construction Type: 11 A Fire Sprinklers/ no Air Conditioning: tJ no BRIEF DESCRIPTION OF WORK: MItiJOP.... I tiJ1V2i%i Qui O-()u-r L% NP ne.. LçJiOya PCYt 1 (OPJIQ.OL 0 Addition/New: New SF and Use, __New SF and Use, Deck SF, _________ Patio Cover SF (not including flatwork) \211enant Improvement: t. 61 2. SF, Existing Use aYMV_9L%LProposed Use 6c fytf1 t1At SF, Existing Use Proposed Use U Pool/Spa: SF Additional Gas or Electrical Features? U Solar: KW, _____ Modules, Mounted, Tilt: Yes I No, RMA: Yes / No, Panel Upgrade: Yes / No U Plumbing/Mechanical/Electrical Only: APPLICANT (PRIMARY) PROPERTY OWNER Name: Rtc&c 0. T-Wr/ Name: VC C\' VE7, sill ALi ST. Address: d11 T6-1rJbL&1 D&. 42.c3 Address: 12.401 W. 6I4Yt91 c. 64 L/O. City: P1( State: 1W Zip: city: LOA WJ &ELE A State: C.P Zip: g ô r 6 1 Phone: " i -S5 -2- 2.-7_ Phone: 21 O - 5 7 1 - A 1-' Email: fld&r ( Y(-i4y c.0100 Email: chair lei . rit.ho 1% vrriri-eeh -try DESIGN PROFESSIONAL Name: 1i4Y1C Address: 'lOc% Lf T0y3 Lu (,-"I V6). City: rI1&L.c State: IN Zip: 4AtIA9 Phone: 317 - S Sr, 2- 22- Email:Ykki hjti-i• Corn Architect State License: C 3677 CONTRACTOR BUSINESS Name: YcciD2D sv'cxiJ Address: 2.2Z5 1.- City: ')EGø State: CA Zip: 0112- Phone: .C.1'4 . 50 40 Email: c Q.COi4 . CW. State License:_ Bus. License: _!kOE ttZ34(I+ (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 for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Buildingccarlsbadca.gov B-2 Page 1 of 2 Rev. 06118 (OPTION AORKERS'COMPENSATION DECLARATION: aunder penalty of perjury one of the following declarations 0 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 performanceof the work which this permit is issued. 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: Insuranc Name: A-CME 1150 IOD Policy No. 1 0 3 s " - J Expiration Date: ryPanv O 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: ' DAGENT DATE: (OPTION 1311 ): OWNER-BUILDER DECLARATION: I hereby affirm that lam exempt from Contractor's License Law for the following reason: O 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). 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). O I am exempt under Section BusIness and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 1 Yes Cl No 2.1 (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): S. I will provide some of the work, but I have contra red) the following persons to provide the work Indicated (Include name/ address/ ph e / pe of work): OWNER S,GNATURE1Tj2t)_\\. AGENT DATE: iz[Li (.1 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 frm or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? (es Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YeA.'f 'o Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? ci Yes 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 over5'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 180iays from the date of such permit or IJAe building or work authorized by such permit is suspended or abandoned at any time after the work Is commenced for a period of 80 da[Sectlor044.L4 Uniform B1$9dlng Code). APPLICANT SIGNATURE: DATE: I 2-IU/2--Oic 1635 Faraday Ave Carlsbad, CA 92008 Ph' 760-602-2719 Fax: 760-602-8558 Email: BuiIdingtcarIsbadCa.gov B-2 Page 2 of 2 Rev. 06/18 Permit Type: BLDG-Commercial Application Date: 12/11/2018 Owner: CV S INVESTMENTS LLC Work Class: Tenant Improvement Issue Date: 03/19/2019 Subdivision: CARLSBAD TCT#84-09 Status: Closed - Finaled Expiration Date: 12/09/2019 Address: 2310 Faraday Ave Carlsbad, CA 92008-7216 IVR Number: 15962 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date BLDG-85 T-Bar, 094177-2019 Passed Paul Bumette Complete Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 . . ... Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical . . Yes BLDG-44 . Yes Rough-Ducts-Dampers 0812212019 .0812212019 BLDG-Final 1015$0-2019 Passed Paul Bumette Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes Complete August 22, 2019 . Page 2of2 Permit Type: BLDG-Commercial AppIicati6n Date: 12/11/2018 Owner: CV S INVESTMENTS LLC Work Class: Tenant Improvement 'Issue Date: 03/19/2019 Subdivision: CARLSBAD TCT#84-09 Status: Closed - Finaled Expiration Date: 12109/2019 Address: 2310 Faraday Ave Carlsbad, CA 92008-7216 IVR Number: 15962 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reunspection Complete Date Start Date 0512212019 0512212019 BLDG-91 092550-2019 Passed Paul Bumette. Complete Complaints Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 0512312019 0512312019 BLDG-11 092748-2019 Passed Paul Bumette FoundatlonlFtglPler S (Rebar) Checklist Item COMMENTS Passed Complete BLDG-Building Deficiency 0610412019 0610412019 BLDG-84 Rough 093700.2019 Combo(14,24,34,44) Checklist Item No. Failed Paul Bumette Relnspection COMMENTS -- Passed Complete BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 0610512019 0610512019 BLDG-84 Rough 093862.2019 Passed Paul Bumette Combo(14,24,34,44) ChecklistItem COMMENTS _Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-BaIting-Welding (Decks) BLDG-24 Rugh-Topout Yes BLDG-34 Rough Electrical Yes BLDG44 Yes Rough-Ducts-Dampers 0610612019 0610612019 BLDG-85 T-Bar, 093964.2019 Failed Paul Bumette Reinspectlon Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 0611012019 06/1012019 Complete Complete August 22, 2019 Page 1 of 2 RJS InsDection & Material Testin P.O. Box 2450, Alpine, CA 91903 Ph. 619-540-0612 FAX 619-445-5889 SPECIAL INSPECTION REPORT Project: VCA CA Vet. Specialists Address: 2310 Faraday Ave City: Carlsbad, CA Permit Number: CBC20180683 Plan File Number: TYPE OF OBSERVATIONS: Reinforcing Steel Reinforced Concrete Structural Masonry Field Welding Epoxy x Prestressed Concrete Shop Welding ____ Bolting ____ Wedge Anchors Number of Samples ______ Type: MaterialsfDesignMixlPsi., Simpson Sei XP ICC ER-2508 (exp. 03/21) Date: 5-22-19 REPORT Epoxy Procedure: At (2) new concrete piers at grid line 3.2/C-D, verified that holes are clean, dry, right size and depth. Inspected the installation of (16) #7 dowels into 1" holes, embedded a minimum of 6" and (44) #6 dowels into 7/8" holes, embedded a minimum of 6", all into existing concrete with Simpson Set XP. Installation is per detail 10/S2.0 on approved plans. 5-. . WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS- UNLESS :6THERWISE NOTED Clayton A. Jongetjes 815 TIME IN 9:00 TIME OUT Utgard Construction Phone: Authorized Job Site Contact Signature DATE: 1/22/2019 -PICV)60 C%) EsGil A SAFEbulif Company bo\ cx.., O APPLICANT o JURIS. JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2018-0683 SET: II PROJECT ADDRESS: 2310 Faraday Ave. PROJECT NAME: VCA California Veterinary Specialists T. I. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's 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. 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. 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: X(byl p ) Email: Mail Telephone Fax In Person REMARKS: Sheet AO.1, E2, and E3 shall be signed and sealed by the licensed architect or engineer responsible for their preparation. By: David Yao Enclosures: EsGil 1/14/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 EsGil A SAFEbuiLtCompany DATE: 12/19/2018 JURISDICTION: City of Carlsbad PLAN CHECK #.: 2018-0683 SET: I PROJECT ADDRESS: 2310 Faraday Ave. PROJECT NAME: VCA California Veterinary Specialists T. I. O APPLICANT U JURIS. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. 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. 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: Richard Renschen 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: Richard Renschen Telephone #: 317-558-2822 X1324 Date contacted: (by: ) Email: rickr@mdarchitects.com Mail Telephone Fax In Person III REMARKS: By: David Yao Enclosures: EsGil 12/13/18 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 2018-0683 12/19/2018 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK #.: 2018-0683 JURISDICTION: City of Carlsbad OCCUPANCY: B USE: animal hospital TYPE OF CONSTRUCTION: 111-B ACTUAL AREA: total 11843 T. I. 1672 sf ALLOWABLE FLOOR AREA: STORIES: 1 HEIGHT: SPRINKLERS?: Y OCCUPANT LOAD: REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 12/13/18 DATE INITIAL PLAN REVIEW PLAN REVIEWER: David Yao COMPLETED: 12/19/2018 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. 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, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2016 CBC, which adopts the 2015 IBC. 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. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. City of Carlsbad 2018-0683 12/19/2018 (DO NOT PAY - THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK #.: 2018-0683 PREPARED BY: David Yao DATE: 12/19/2018 BUILDING ADDRESS: 2310 Faraday Ave. BUILDING OCCUPANCY: B BUILDING 1[AREA PORTION (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) T. I. per city 77,765 Air Conditioning Fire Sprinklers TOTAL VALUE 77,765 Junsaiction Code 1co IY Ordinance Bldg. Permit Fee by Ordinance V Plan Check Fee by Ordinance V Type of Review: I2J Complete Review i: Structural Only U Repetitive Fee Repeats U Other U Hourly Hr. © * EsGil Fee I $320.341 Comments: Sheet of City of Carlsbad 2018-0683 12/19/2018 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. 1. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: Occupancy Classification(s) B Provide a statement on the Title Sheet of the plans, stating that this project shall comply with the 2016 California Building Code, which adopts the 2015 IBC, 2015 UMC, 2015 UPC and the 2014 NEC. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in IBC Tables 307.1(1) and 307.1(2). Show dimensioned parking layout, including any required disabled access spaces. Section 107.2. Page 4 of the calculation and detail 12/S2.0 shows the anchor bolt for the base frame is 5/8". Detail 1,2/S2.0 shows 1/2" bolt. Please clarify. Please refer to the following corrections for PME items. To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 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 in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: U Yes U No City of Carlsbad 2018-0683 12/19/2018 9. 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 David Yao at Esgil. Thank you. PLUMBING, MECHANICAL, ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ARCHITECTURAL PME ITEMS 1. Provide the following equipment specifications as per the manufacturers installation instructions:. . The allowed mechanical duct types and any installation restrictions (and) . The allowed electrical conduit types and any installation restrictions. (My concern is for the use of metallic ductwork and raceways, if there are any restrictions). Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 The following disabled access items are taken from the 2016 edition of California Building Code, Title 24. Per Section 1.9.1, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. REMODELS, ADDITIONS AND REPAIRS When alterations, structural repairs or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the following requirements, per Section 11 B-202.4: The area of specific alteration, repair or addition must comply as "new" construction. A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. City of Carlsbad 2018-0683 12/19/2018 . The path of travel shall include the existing parking. Existing toilet and bathing facilities that serve the remodeled area must be shown to comply with all accessibility features. END OF DOCUMENT 1 EsGil A SAFEbullt'Company DATE: 12/19/2018 JURISDICTION: City of Carlsbad PLAN CHECK #.: 2018-0683 SET: I PROJECT ADDRESS: 2310 Faraday Ave. PROJECT NAME: VCA California Veterinary Specialists T. I. O APPLICANT o JURIS. El The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. El The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. El The plans transmitted herewith have significant deficiencies identified on the eioled 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. El The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's áopy of the check list has been sent to: Richard Renschen El 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: Richard Renschen Telephone #: 317-558-2822 Date contacted: (by: ) Email: rickr@mdarchitects.com Mail Telephone Fax In Person El REMARKS: By: David Yao Enclosures: EsGil 12/13/18 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 2018-0683 12/1912018 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK #.: 2018-0683 JURISDICTION: City of Carlsbad OCCUPANCY: B USE: animal hospital TYPE OF CONSTRUCTION: Ill-B ACTUAL AREA: total 11843 T. I. 1672 sf ALLOWABLE FLOOR AREA: STORIES: 1 HEIGHT: SPRINKLERS?: Y REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 12/19/2018 FOREWORD (PLEASE READ): OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 12/13/18 PLAN REVIEWER: David Yao This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. 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, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2016 CBC, which adopts the 2015 IBC. 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. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. City of Carlsbad 2018-0683 12/19/2018 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. 1. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: Occupancy Classification(s) B A BUILDING CODE DATA LEGEND HAS BEEN ADDED WITH OCCUPANCY CODE INFORMATION ON SHEET 11.0 BELOW CODE COMPLIANCE Provide a statement on the Title Sheet of the plans, stating that this project shall comply with the 2016 California Building Code, which adopts the 2015 IBC, 2015 UMC, 2015 UPC and the 2014 NEC. A STATEMENT STATING THAT THIS PROJECTS SHALL COMPLY WITH THE 2016 CALIFORNIA BUILDING CODE HAS BEEN ADDED ON SHEET 11.0 UNDER CODE COMPLIANCE Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in IBC Tables 307.1(1) and 307.1(2). A NOTE HAS BEEN ADDED [SEE DETAIL 1/11.0; 1/A1.0; 1/A1.2 INDICATING NO HAZARDOUS MATERIALS WILL BE STORED / OR USED WITHIN THE BUILDING WHICH EXCEED THE QUANTITIES LISTED IN IBC TABLES 307.1(1) AND 307.1(2). Show dimensioned parking layout, including any required disabled access spaces. Section 107.2. A NEW SHEET AO.1 HAS BEEN ADDED TO SHOW THE SITEPLAN WITH DIMENSIONED PARKING LAYOUT INCLUDING THE REQUIRED DISABLED ACCESS SPACES AS PER SECTION 107.2, REFER l/AO.l; 2/AO.1; 3/AO.1 Page 4 of the calculation and detail 12/S2.0 shows the anchor bolt for the base frame is 5/8". Detail 1,2/S2.0 shows ½" bolt. Please clarify. ANCHOR BOLTS SHOWN IN DETAILS l&2/52.0 ARE NOT REQUIRED FOR STRUCTURAL PURPOSES AND ARE ONLY PROVIDED AT BUILT-IN HOLE LOCATIONS WITHIN THE BASE FRAME ITSELF TO HOLD THE BASE FRAME IN PLACE WHILE THE CONCRETE PIT IS FILLED WITH CONCRETE. SEISMIC ANCHORAGE OF THE BASE FRAME IS PROVIDED BY 5/8"0 ANCHORS IN ANGLE BRACKETS WELDED TO THE BASE FRAME AS SHOWN IN DETAILS 11&12152.0. City of Carlsbad 2018-0683 12/19/2018 6. Please refer to the following corrections for PME items. SEE ATTACHED MANUFACTURER'S DOCUMENTATION (VARIAN TRUEBEAM DDR & PPG)-FOR REFERENCE. 7. To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. EACH CORRECTION ITEM HAS BEEN BUBBLED WITH REFERENCE KEYNOTE NUMBER WHERE NEEDED 8. 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, Dlease briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: El Yes 0 No REGARDING ADDITIONAL CHANGES TO THE PLANS: AN ADDITIONAL WALL PIER IS ADDED TO THE WEST WALL IN PLAN DETAIL 1/A1.0 AND CALLED OUT WITH KEYNOTE 8. ALSO, IN STRUCTURAL PLAN ON DETAIL 1/S1.0 AND CALLED OUT WITH KEYNOTE 11. THE LOCATION OF EQUIPMENT 6-5.23A HAS CHANGED. SEE DETAIL 3/A1 .2, 4/Al .2 & 5/Al .2. ALSO SHOWN ON SHEET E3 & E3 AND TAGGED WITH DELTA 1. 9. 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 David Yao at Esgil. Thank you. City of Carlsbad 2018-0683 12/19/2018 PLUMBING, MECHANICAL, ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ARCHITECTURAL PME ITEMS 1. Provide the following equipment specifications as per the manufacturers installation instructions: The allowed mechanical duct types and any installation restrictions (and) The allowed electrical conduit types and any installation restrictions. (My concern is for the use of metallic ductwork and raceways, if there are any restrictions). THE EQUIPMENT CHANGE OUT BEING INSTALLED OPERATES AND IS BASED ON A RADIATION FIELD OUTPUT FUNCTIONALITY AND NOT A MAGNETIC FIELD OUTPUT FUNCTIONALITY, THUS THERE ARE NO MATERIAL TYPE LIMITATIONS OR MANUFACTURER'S RESTRICTIONS ASSOCIATED WITH THE USE OF METALLIC CONDUITS OR METALLIC MECHANICAL DUCTS USED WITHIN THE TREATMENT ROOM. SEE ATTACHED MANUFACTURER'S DOCUMENTATION (VARIAN TRUEBEAM DDR & PPG) FOR REFERENCE. Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. City of Carlsbad 2018-0683 12/19/2018 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 The following disabled access items are taken from the 2016 edition of California Building Code, Title 24. Per Section 1.9.1, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. When alterations, structural repairs or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the following requirements, per Section 11 B-202.4: The area of specific alteration, repair or addition must comply as "new" construction. A primary entrance to the building and the Drimary path of travel to the altered area, must be shown to comply with all accessibility features. The path of travel shall include the existing parking. Existing toilet and bathing facilities that serve the remodeled area must be shown to comnlv with all accessibility features. DISABLED ACCESS REVIEW LIST RESPONSE HE PROJECT AREA WITH SPECIFIC ALTERATION, REPAIR &/OR ADDITION SHALL COMPLY AS "NE c5NSTRUCTION A PRIMARY ENTRANCE TO THE BUILDING (PARKING INCLUDED) AND THE PRIMARY PATH OF TRAVEL TO THE ALTERED AREA IS SHOWN ON 1/S1 .0 C. REFER 3/A0.1 FOR THE EXISTING DISABLED ACCESS RESTROOM AND ACCESSIBILITY FEATURES tk1s. COLLABORATIVE January 7, 2019 Anuya Sant M.D. Architects, P.C. 9084 Technology Drive Suite 200 Fishers, IN 40638 Re: VCA California Veterinary Specialists T.I. tklsc Project No. : 2018-0919 Plan Check Comments - City of Carlsbad Plan Check Number # 2018-0683 Dear Anuya: In response to theplan check comments please see below and feel free to share with the plan checker. The equipment change out being installed operates and is based on a radiation field output functionality and not a magnetic field output functionality, thus there are no material type limitations or manufacturer's restrictions associated with the use of metallic conduits or metallic mechanical ducts used within the treatment room. See attached manufacturer's documentation for reference. If you have any questions, or require further clarification, please do not hesitate to contact me. Sincerely, tklsc c!p6 grant Rob Grant Director RG/rg P:\2018.099\Corr.\PIan CheckPIan check Reponse PME Comments 1_07_19.docx 949.751.5800 15231 LAGUNA CANYON ROAD SUITE 100 IRVINE, CA 92618 tklsc.com Structural Ca- lculatiOnS For VCA CA VET. SPECiALISTS- CARLSBAD 2310 Faraday Ave, Carlsbad, CA 92008 tklsc Project No.: 2018-0919 Equipment Anchorage V Calculations December 6, 2018 • V CO o S C 1411 Fourth Avenue L V • V • V Nof~75 C? Ow V V C4 U.> U.. 0 0 60 t kl,7 S C Equipment Anchorage VCA Carlsbad 2018-0641 12/6/2018 Structural Calculations - Table of Contents Description Page Seismic Ground Motions ..................................................................................... i Equipment Force and Anchorage Calculation - Base Frame.......................................3 Equipment Force and Anchorage Calculation - Modulator Cabinet...............................11 Equipment Force and Anchorage Calculation - Console Cabinet.................................15 Equipment Force and Anchorage Calculation - Power Conditioner..............................19 Equipment Force and Anchorage Calculation -Optical Imager....................................23 Equipment Force and Anchorage Calculation -Chiller...............................................27 Project Scope Description: Structural scope of project includes calculation of seismic forces on non-structural components (Labratory equipment) per ASCE 7-10, Chapter 13 and design of anchorage to existing concrete slab per ACI 318-14, Chapter 17. ASCE AhCAN MEN OVLENNS Seismic Site Soil Class: D - Stiff Soil Results: Ss : 1.063 SDS : 0.762 S1 : 0.411 SDI: 0.435 Fa : 1.075 TL : 8.000 F : 1.589 PGA: 0.410 SMS : 1.143 PGA m: 0.447 SM1 : 0.653 FPGA : 1.090 Seismic Design Category D 1.2- MCER Response Spectrum Design Response Spectrum 1.0 0.8 0.7 05 0.3 03 0.2 O 0.2 0.4 Sa(g 06) vs i 0.8.(s) 1.0 1, S(g2 1.4 1.6 1.8 2.0 0 0.2 0.4 06) vs i 0.8.(s) 1.0 1.2 1.4 1.6 1.8 2.0 Data Accessed: Fri Nov 16 2018 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-10, incorporating Supplement I and errata of March 31, 2013, and ASCE/SEI 7-10 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-10 Ch. 21 are available from USGS. https://asce7hazardtooi.onhine/ Fri Nov 162018 Page 1 ASCE NlarcANsOaEIYowvlENG1NwIS The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided 'as is" and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on. the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. httos://asce7hazardtool.onlinel Fri Nov 162018 Page 2 Or t k11 Equipment Anchorage S C VCA Carlsbad 2018-0641 - 12/10/2018 Equipment Anchorage Design Calculation Scone - Design engineered anchorage for new laboratory equipment (Base Frame for Gantry, Stand and Couch) to concrete pad. Equipment Information Description: Base Frame -. Weight = 28813 lbs Height= 1114 in Length = 1141 in . Width =.58 in . Center of Gravity Height = 76 in (Conservatively use 2/3 of the height) Ill. Ground Motions Determine ground accelerations to calculate seismic forces. Project Address: 2310 Faraday Ave Carlsbad, CA 92008 Site Class: D (assumed) Ground Accelerations: ___________ S3 J 1.063)9 S1=L .411]g SMS= 1.1439 SMI = 0.6525 9 Sos=[ 0]g Sol =1 0.435jg IV. Seismic Forces on Equipment Caculate forces on non-structural components per ASCE 7-10, Chapter 13. Per ASCE 7-10 Eq. 13.34: F, = 0,4iz,S,W, + z!) (R, Where: Fp = seismic design force SDS = short period spectral acceleration a = component amplification factor = component importance factor Per ASCE 7-10. Eq. 13.3-2: = 1.6S,,I1,W1, Per ASCE 7-10. Eq. 13.3-3: F = O.3S05!,,W,, Inputs: S0 0.762g l=1 1.51 Equipment Weight W = 28813 lbs R = component response modification factor z = height in structure of component attachment h = average height of structure W = component operating weight (Maximum Seismic Force) (Minimum Seismic Force) z= Oft h= loft Component Type Per ASCE 7-10 Table 13.54 For Architectural Components or Table 13.6-1 For MEP Components: Laboratory Equipment ap = I - R= 2.5 -. - g 0 .2.5 . . . - Page VCA Carlsbad Equipment Anchorage 2018-0641tk1sc 12/10/2018 Equipment Anchorage Design, Continued Caculation of Seismic Force: F Per 13.3-1 = 5269 lbs F Per 13.3-2 = 52693 lbs F Per 13.3-3 = 9880 lbs Design F = 9880 lbs Summary: (DCR - 55% Page 4 Project Caics tklsc Project Name: Project No.: Computed by: Date: Page: Checked by: As Prolect Caics tklsc Project Name: Project No.: Computed by: Date: Page: Checked by: Page 6 Project Caics tklsc Project Name: Project No.: Computed by: Date: Page: Checked by: i; w. S mna 4 - . .4 _*.*- . 4. 4. - . - 4. . 4 t-'• .......t-- I •' * 4 •1 * . S •*_.4 •-* 4. 1 4_- '. * 4' 1 ..............+ - .4 - 4 -. 1 ••' • • - '4,. • • - • * ,.- - • 4 1 - • - t 4 • 4 + * -. 4 •_ 4 - * • S 4. ..........,t 4 - - - - 4 .5 .5.- 4- • IS _.4. *._ 4 5 • 4 .4 - • . .............. 4 . • - • S 4 4 5 -- 4 - • - .5 - 4 , • 4 . . 5* 4- 4 ................. 'l-• 'S ' - -I -------4 1 —4 t• • -. 4 - • * • - - .--..---*+- -. + • 4- 4 4 * - - • - t •• -4 - 'is 4 4 - ------------* ..........4 - 4 * • _ 4- f - - - • .......* - - 4. * 4.....4 -. .. * • * .. tk1sc Project Subject 12/10/2018 Couch in V Axis Couch in X Axis Gantry/Stand W 23602 23602 X 0.0 in 0.0 in V 51.6 in 51.6 in Z 59.0 in 59.0 in Couch W 2928 2928 X 0.0 in 54.0 in V -54.0 in 0.0 in Z 52.0 in 52.0 in Base W 2283 2283 X 0.0 in 0.0 in V 43.8 in 43.8in Z 6.4 in 6.4 in Total Weight (lbs) Wp 28813 28813 Center of Maxx (in) XCM 0.0 in 5.5 in CM 40.3 in 45.7 in ZCM 54.1 in 54.1 in Xl 22.6 in 22.6 in X2 25.0 in 25.0 in Vi 22.6 in 22.6 in V2 75.9 in 75.9 in XCR 0.0 in 0.0 in CR 43.1 in 43.1 in e -2.8 in 2.7 in d 25.0 in 19.5 in F 9880.0 lbs 9880.0 lbs Fp.vert 4391.1 lbs 4391.1 lbs T -76.0 lbs 2288.1 lbs Tconn 48.5 lbs 1587.4 lbs Page 8 www.hiltl.us Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub-Project I Pos. No.: Date: Profis Anchor 2.7.9 12110/2018 Specifiers comments: Base Frame Anchorage I Input data Carbon Steel ESR-3027 12/112017 112/1/2019 Design method ACl 318-14! Mech. eb = 0.000 in. (no stand-oft); t = 0.500 In. ix ç, x t = 4.000 in. x 12.000 in. x 0.500 in.; (Recommended plate thickness: not calculated S shape (AlSC); (Lx W Tx FT) = 3.000 in. x 2.330 in. x 0.170 in. x 0.260 in. cracked concrete, 2500, = 2,500 psi; h = 8.000 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 Tension load: yes (17.2.3.4.3 (b)) Shear load: yes (17.2.3.5.3 (a)) 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: Seismic loads (cat. C, D, E, or F) R - user is responsible to ensure a rigid base plate for the entered thickness with appropriate solutions (stiffeners,...) Geometry [in.] & Loading jib, ln.ibj at 52 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROMS Anchor ( c ) 2003-2009 Hiltl AG, FL-9494 Sthaan Huh Is a registered Trademark of Hilti AG. Schaan Page 9 www.hilti.us Profis Anchor 2.7.9 Company: Page: 2 Specifier: Project: Address: Sub-Project I Pos. No.: Phone IFax: I Date: 12110/2018 E-Mail: 2 Proof I Utilization (Governing Cases) Design values (lbj Utilization Loading Proof Load Capacity ON I p, Ml Status Tension Concrete Breakout Strength 3,063 5,616 55/- OK Shear - - - -I- Loading PN Combined tension and shear loads PV c Utilization n.j Status 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. 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 carded 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 for 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 for agreement with the existing conditions and for ptausibilityl PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilli is a registered Trademark of Huh AG, Schaan Page 10 tk1sc Equipment Anchorage VCA Carlsbad 2018-0641 12/5/2018 Equipment Anchorage Design Calculation ScoDe Design engineered anchorage for new laboratory equipment (Modulator cabinet) to concrete pad. Eauioment Information Description: Modulator Ca1 Weight = 1995 lbs Height = 66 in Length = 40 in Width =24 in Center of Gravity Height = 44 in (2/3 of total height, Conservative) Ill. Ground Motions Determine ground accelerations to calculate seismic forces. Project Address: 2310 Faraday Ave Carlsbad, CA 92008 Site Class: D (assumed) Ground Accelerations: Ss = 1.0639 SMS = 1.143 g Si =L .411 g S,i = 0.6525 g IV. Seismic Forces onEuiDment Caculate forces on non-structural components per ASCE 7-10, Chapter 13. Per ASCE 7-10 Eq. 13.3-1: F, = O.4aJPSZJSW (1+2!) (Re lip SOS = 0.762g S01 = 0.435g Where: F = seismic design force SI)s = short period spectral acceleration a = component amplification factor I,, = component importance factor Per ASCE 7-10. Eq. 13.3-2: = 1.6So.cJ,iW, Per ASCE 7-10. Eq. 13.3-3: F = O.3SDSJPW,, Inputs: SDS = 0.762 g 1p =t_____ Equipment Weight W = 1995 lbs R = component response modification factor z = height in structure of component attachment h = average height of structure W = component operating weight (Maximum Seismic Force) (Minimum Seismic Force) z= Oft h= lOft Component Type Per ASCE 7-10 Table 13.5-1For ArchitecturalComponents or Table 13.6-1 For MEP Components: Laboratory Equipment a= I R= 2.5 Q 2.5 Page 11 tk1sc Equipment Anchorage VCA Carlsbad 2018-0641 12/5/2018 Equipment Anchorage Design, Continued Caculation of Seismic Force: F Per 13.3-1 = 243 lbs F Per 13.3-2 = 2432 lbs F Per 13.3-3 = 456 lbs Design F = 456 lbs V. Anchorage Design Design anchorage to concrete per the requirments of ACI 318. Note that for calculations of tensile and shear demands, forces are calculated using overstrength per the requirements of ACI 318-14 sections 17.2.3.4.3.d (tension) and 17.2.3.5.3.c (shear). Calculate Factored Overturning Moments: Force Parallel to Length of Equipment (X-Direction): DL= 1995 lbs Resisting Moment Arm = 20 in Resisting Moment = 39900 lb-in Force Parallel to Width of Equipment (Z-Direction): DL= 1995 lbs Resisting Moment Arm = 12 in Resisting Moment = 23940 lb-in Seismic Force = 456 lbs Overturning Moment Arm = 44 in Overturning Moment = 20067 lb-in Load Combatination of Interest Per ASCE 7-10 Section 12.4.3.2: 7. (0.9 - 0.2S05)D + C0QE + 1 .6H Net OTM In X-Direction = 20337 lb-in (Strength Level) Net OMT In Z-Direction = 32269 lb-in (Strength Level) Factored Shear = 1140 lbs Design Anchors in Hilti Profis - See Attached Output Summary: FUii41 5/8" 0 i4" imbed stainless 11iItiKBTZ exDansion anchors 7 (DCR-65% Page 12 www.hiltLus Profis Anchor 2.7.9 Company: Page: 1 Specifier: Project: VCA Carlsbad Address: Sub-Project I Pos. No.: Phone I Fax: I Date: 1215/2018 E-Mail: Specifier's comments: Modulator Cabinet I Input data Anchor type and diameter: Kwlk Bolt TZ - CS 518 (4) Effective embedment depth: heta = 4.000 in., hnon = 4.438 in. Material: Carbon Steel Evaluation Service Report: ESR-1917 Issued I Valid: 5/1/2017 1 5/1/2019 Proof: Design method ACI 318-14 / Mech. Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in. Anchor plate: lx x i, x t = 27.000 in. x 56.500 in. x 0.500 in.: (Recommended plate thickness: not calculated Profile: no profile Base material: cracked concrete, 2500, f = 2,500 psi: h = 10.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or c No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) R - user Is responsible to ensure a rigid base plate for the entered thickness with appropriate solutions (stiffeners .... ) Geometry [In.] & Loading [ib, In.Ib] Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c) 2003-2009 Hilt AG, FL-9494 Sthaan Hilt is a registered Trademark of Hilt AG, Schaan Page 13 13 www.hilti.us Prof is Anchor 2.7.9 Company: Page: 2 Specifier: Project: VCA Carlsbad Address: Sub-Project I Pos. No.: Phone I Fax: I Date: 12/5/2018 E-Mail: 2 Proof I Utilization (Governing Cases) Design values jib) Utilization Loading Proof Load Capacity p I PV L%I Status Tension Concrete Breakout Strength 1,329 2,051 65!- OK Shear Steel Strength 403 4,940 _/9 OK Loading PN PV c Utilization N.v (%] Status Combined tension and shear loads 0.648 0.082 513 51 OK 3 Warnings Please consider all details and hints/warnings given in the detailed reportl 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 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 for 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 for agreement with the existing conditions and for plausibilityl PROFIS Anchor (c) 2003-2009 Huh AG, FL-9494 Sthaan Huh is a registered Trademark of Huh AG, Schaan Page 14 Equipment Anchorage - .VCA Carlsbad . tk1 S C 2018-0641 12/5/2018 Equipment Anchorage Design Calculation ScoDe Design engineered anchorage for new laboratory equipment (Console cabinet) to concrete pad. EpuiDment Information V V Description: Console Cabinet . V V Weight = 750 lbs Height =62 in V Length = 36 in V V Width =27 in V V Center of Gravity Height =F62 in (Conservative) V V Ill. Ground Motions V V V Determine ground accelerations to calculate seismic forces. V V Project Address: 2310 Faraday Ave V V V Carlsbad, CA 92008 V V Site Class: D (assumed) Ground Accelerations: Ss 1,06319 SMS = 1.143 g S = 0.762g S1 [ .411Jg SMI = 0.6525 g S01 = V 0.435Jg- V IV. Seismic Forces on EpuiDment Caculate forces on non-structural components per ASCE 7-10, Chapter 13. Per ASCE 7-10 Eq. 13.3-1: F, R, h) Where: V F = seismic design force. R = component response modification factor SDS = short period spectral acceleration z = height in structure of component attachment V a = component amplification factor V h = average height of structure I,, = component importance factor V = component operating weight V Per ASCE 7-10. Eq. 13.3-2: Fp = l.6SDS1,,W, Per ASCE 7-10. Eq. 13.3-3: = 0.3SDS!PW,) Inputs: SDS = 0.762 g ij Equipment Weight W = 750 lbs (Maximum Seismic Force) (Minimum Seismic Force) z= Oft h= lOft Component TypePer ASCE 7-10 Table13.5-1For ArchitecturalComponents or Table 13.6-1 For MEP Components: Laboratory Equipment a= I R= 2.5 - 00 = 2.5 Page 15 tk1sc Equipment Anchorage VCA Carlsbad 2018-0641 12/5/2018 Equipment Anchorage Design, Continued Caculation of Seismic Force: F Per 13.3-1 = 91 lbs F Per 13.3-2 = 914 lbs F Per 13.3-3= 171 lbs Design F = 171 lbs V. Anchorage Design Design anchorage to concrete per the requirments of ACi 318. Note that for calculations of tensile and shear demands, forces are calculated using overstrength per the requirements of ACI 318-14 sections 17.2.3.4.3.d (tension) and 17.2.3.5.3.c (shear). Calculate Factored Overturning Moments: Force Parallel to Length of Equipment (X-Direction): DL = 750 lbs Resisting Moment Arm = 18 in Resisting Moment = 13500 lb-in Force Parallel to Width of Equipment (Z-Direction): DL = 750 lbs Resisting Moment Arm = 14 in Resisting Moment = 10125 lb-in Seismic Force = 171 lbs Overturning Moment Arm = 62 in Overturning Moment = 10630 lb-in Load Combatination of Interest Per ASCE 7-10 Section 12.4.3.2: 7. (0.9 - 0.2S05)D + oQE + 1.6H Net OTM In X-Direction = 16482 lb-in (Strength Level) Net OMT In Z-Direction = 19005 lb-in (Strength Level) Factored Shear = 429 lbs Design Anchors in Hilti Profis - See Attached Output Summary: !U(8)T3/8'ø2!5 b'1 Page 16 lid I www.hlltius Prof is Anchor 2.7.9 Company: Page: 1 Specifier: Project: VCA Carlsbad Address: Sub-Project I Pos. No.: Phone I Fax: I Date: 11/26/2018 E-Mail: Specifier's comments: Console Cabinet I Input data Anchor type and diameter: KWii( HUS.EZ (KH.EZ) 3/8(31/4) Effective embedment depth: h015 = 2.500 in., hnom = 3.250 in. Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 1211/2017 112/1/2019 Proof: Design method ACI 318-14 / Mech. Stand-off installation: e, = 0.000 in. (no stand-off); t = 0.500 in. Anchor plate: 15 x l x t = 23.875 in. x 31.562 in. x 0.500 in.; (Recommended plate thickness: not calculated Profile: no profile Base material: cracked concrete, 2500, f,= 2,500 psi; h = 10.000 in. Installation: hammer drilled hole, installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, 0, E, or F) Tension load: yes (17.2.3.4.3(d)) Shear load: yes (17.2.3.5.3 (C)) R - user is responsible to ensure a rigid base plate for the entered thickness with appropriate solutions (stiffeners,...) Geometry [In.] & Loading Lib, ln.lbj Input data and results must be checked for agreement with the existing conditions and for plausibilityl PROFIS Anchor (c) 2003-2009 HiS AG. FL-9494 Schaan HiS is a registered Trademark of Huh AG, Schaan Page 17 IiflL: www.hilti.us Profis Anchor 2.7.9 Company: Page: 2 Specifier: Project: VCA Carlsbad Address: . Sub-Project I Pos. No.: Phone I Fax: I Date: 11/26/2018 E-Mail: 2 Proof I Utilization (Governing Cases) Design values jib] Utilization Loading Proof Load Capacity ON I p, Plo] Status Tension Concrete Breakout Strength 1,461 3,623 41!- OK Shear Steel Strength 76 1,866 45 5 OK Loading PN PV C Utilization PN.V Plo] Status Combined tension and shear loads 0.403 0.041 5/3 23 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. 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 for 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 for agreement with the existing conditions and for plausibilityt PROFIS Anchor (C) 2003-2009 HIM AG, FL-9494 Schaan HIS is a registered Trademark of Him AG, Schaan Page 18 tk1sc Equipment Anchorage VCA Carlsbad 2018-0641 12/5/2018 Equipment Anchorage Design Calculation Scope Design engineered anchorage for new laboratory equipment (Power Conditioner) to concrete pad. Eauioment Information Description: Power Conditr Weight= 1142 lbs Height = 66 in Length = 36 in Width = 29 in Center of Gravity Height = 66 in (Conservative) Ill. Ground Motions Determine ground accelerations to calculate seismic forces. Project Address: 2310 Faraday Ave Carlsbad, CA 92008 Site Class: D (assumed) Ground Accelerations: 1.063g SMS 1.143g Si = .4111g SM1 = 0.6525 g IV.Seismic Forces onEQuigment Caculate forces on non-structural components per ASCE 7710, Chapter 13. Per ASCE 7-10 Eq. 13.3-1: F, =°(i+2f) Ii ') SOS =} 0.762g SDI =L_0.435 g Where: F = seismic design force SDS = short period spectral acceleration = component amplification factor l, = component importance factor Per ASCE 7-10. Eq. 13.3-2: F;, 1.6S,,!,,W,, Per ASCE 7-10. Eq. 13.3-3: F = O.3SDSIPWP Inputs: SDS = 0.762 g 1p=T_iJ Equipment Weight W = 1142 lbs R = component response modification factor z = height in structure of component attachment h = average height of structure Wp = component operating weight (Maximum Seismic Force) (Minimum Seismic Force) z= Oft h= lOft Component TypePer ASCE7-10 Table13.5-1For ArchitecturalComponents or Table 13.6-1 For MEP Components: FT_Laboratory Equipment I R= 2.5 120 = 2.5 Page 19 tkl-sc Equipment Anchorage VGA Carlsbad 2018-0641 12/5/2018 Equipment Anchorage Design, Continued Caculation of Seismic Force: F Per 13.3-1 = 139 lbs F Per 13.3-2 = 1392 lbs F Per 13.3-3= 261 lbs Design F = 261 lbs V. Anchorage Design 1 Design anchorage to concrete per the requirments of ACI 318. Note that for calculations of tensile and shear demands, forces are calculated using overstrength per the requirements of ACI 318-14 sections 17.2.3.4.3.d (tension) and 17.2.3.5.3.c (shear). Calculate Factored Overturning Moments: Force Parallel to Length of Equipment (X-Direction): DL= 1142 lbs Resisting Moment Arm = 18 in Resisting Moment = 20556 lb-in Force Parallel to Width of Equipment (Z-Direction): DL= 1142 lbs Resisting Moment Arm = 15 in Resisting Moment = 16559 lb-in Seismic Force = 261 lbs Overturning Moment Arm = 66 in Overturning Moment = 17230 lb-in Load Combatination of Interest Per ASCE 7-10 Section 12.4.3.2: 7. (0.9 - 0.2S05)D + fl Q,, + 1.611 Net OTM In X-Direction = 27707 lb-in (Strength Level) Net OMT In Z-Direction = 30696 lb-in (Strength Level) Factored Shear = 653 lbs Design Anchors In Hilti Profile - See Attached Output Summary:[Use i4)3/8"ø25' embed itainlTiilti Kwik HUS-EZ Screw anchors L(DCR - 69% Page 20 www.hlltius Prof is Anchor 2.7.9 Company: Page: 1 Specifier: Project: VCA Carlsbad Address: Sub-Project I Pos. No.: Phone I Fax: I Date: 11/26/2018 E-Mail: Specifier's comments: Power Conditioner Anchorage KWIK HUS-EZ (KH-EZ) 318 (3114) - ~Y~-tr=o- ~ h10 = 2.500 in., hnom = 3.250 in. Carbon Steel ESR-3027 12/l/20171 12/l/2019 Design method ACi 318-14 / Mech. eb = 0.000 in. (no stand-off): t = 0.500 in. IX l, x t = 32.750 in. x 26.750 in. x 0.500 in.; (Recommended plate thickness: not calculated no profile cracked concrete, 2500, f' = 2,500 psi; h = 10.000 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 Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (C)) 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: Seismic loads (cat. C, D, E, or F) R - user Is responsible to ensure a rigid base plate for the entered thickness with appropriate solutions (stiffeners .... ) Geometry (In.] & Loading jib, in.Ib] zi Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (C) 2003.2009 Hull AG. FL-9494 Schaan Hilti Is a registered Trademark of Hilti AG, Schaan Page 21 www.hllti.us Prof is Anchor 2.7.9 Company: Page: 2 Specifier: Project: VCA Carlsbad Address: Sub-Project I Pos. No.: Phone I Fax: I Date: 11/26/2018 E-Mail: 2 Proof I Utilization (Governing Cases) Design values (Ibi Utilization Loading Proof Load Capacity PN' i, 11/1 Status Tension Concrete Breakout Strength 1,465 2,125 69/- OK Shear Steel Strength 231 1,866 413 OK Loading PN PV c Utilization PN.V n.j Status Combined tension and shear loads 0.689 0.124 5/3 57 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 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 for 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 for agreement with the existing conditions and for plausibility? PROMS Anchor (c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of KilO AG, Schaan Page 22 Equipment Anchorage VCA Carlsbad ' 2018-0641 tklsc 12/5/2018 Equipment Anchorage Design Calculation Scone Design engineered anchorage for new laboratory equipment (Optical Imager) to concrete pad. Equipment Information Description: Optical Imager-Camera/Monitors Weight = 70 lbs Height = 54 in Length = 4 in Width =4 in Center of Gravity Height = 154 in (Conservative) Ill. Ground Motions Determine ground accelerations to calculate seismic forces. Project Address: 2310 Faraday Ave Carlsbad, CA 92008 Site Class: D (assumed) Ground Accelerations: S5 = 1.063g SMS = 1.143 g SDS = 0.761Jg 1S1 = .411g S = 0.6525 g 'S01 =_°.4351g IV. Seismic Forces on Equipment Caculate forces on non-structural components per ASCE 7-10, Chapter 13. Per ASCE 7-10 Eq. 13.3-1: F, = 0.4a,5zsW, (i+zfl IP Where: F = seismic design force R = component response modification factor 5DS = short period spectral acceleration z = height in structure of component attachment a = component amplification factor h = average height of structure l, = component importance factor W = component operating weight Per ASCE 7-10. Eq. 13.3-2: 'F1,, = 1.6S01,,W,, Per ASCE 7-10. Eq. 13.3-3: F = O.3SDsIWP Inputs: S0 0.7629 1] Equipment Weight W 70 lbs (Maximum Seismic Force) (Minimum Seismic Force) z=. lOft h=1 lOft Component TypePer ASCE 7-10 Table13.5-1For Architectural Components or Table 13.6-1 For MEP Components: Laboratory Equipment a= I R= 2.5 ~o 2.5 Page 23 Equipment Anchorage VCA Carlsbad 2018-0641 12/5/2018 S Equipment Anchorage Design, Continued Caculation of Seismic Force: F Per 13.3-1 = 26 lbs F Per 13.3-2 = 85 lbs F Per 13.3-3 = 16 lbs Design F = 26 lbs V. Anchoraae Design Design anchorage to concrete per the requirments of ACI 318. Note that for calculations of tensile and shear demands, forces are calculated using overstrength per the requirements of ACI 318-14 sections 17.2.3.4.3.d (tension) and 17.2.3.5.3.c (shear). Calculate Factored Overturning Moments: Force Parallel to Length of Equipment (X-Direction): DL= 70 lbs Resisting Moment Arm = 2 in Resisting Moment = 140 lb-in Force Parallel to Width of Equipment (Z-Direction): DL= 70 lbs Resisting Moment Arm = 2 in Resisting Moment = 140 lb-in Seismic Force = 26 lbs Overturning Moment Arm = 54 in Overturning Moment = 1383 lb-in Load Combatination of Interest Per ASCE 7-10 Section 12.4.3.2: 7. (0.9 - 0.2SDS)D + 2OQE + 1.6H Net OTM In X-Direction = 3352 lb-in (Strength Level) Net OMT InOiection = 3352 lb-in (Strength Level) Factored Shear = 64 lbs Design Anchors in Hilti Profis - See Attached Output Summary: Use (41/4" 0 x 2" embed Hilti Kwik HSU EZ Screw Anchors L(DCR —_100%)] Page 24 www.hlltl.us Profis Anchor 2.7.9 Company: Page: 1 Specifier: Project: VCA Carlsbad Address: Sub-Project I Pos. No.: Phone I Fax: I Date: 11/26/2018 E-Mail: Speclfle?s comments: Optical Imager Anchorage I Input data Anchor typo and diameter: KINK HUS.EZ (KH-EZ) 1/4 (2112) _JJ Effective embedment depth: hea = 1.920 in., hnom = 2.500 in. Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 12/112017 112/1/2019 Proof: Design method ACI 318-14 / Mech. Stand-off installation: e, = 0.000 in. (no stand-off); t = 0.500 in. Anchor plate: lxxi, x t = 6.000 in. x 6.000 in. x 0.500 in.; (Recommended plate thickness: not calculated Profile: no profile Base material: cracked concrete, 2500, f,'= 2,500 psi; h = 10.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) R - user Is responsible to ensure a rigid base plate for the entered thickness with appropriate solutions (stiffeners,...) Geometry (in.] & Loading (lb, ln.Ib] z 0 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( C) 2003-2009 Hull AG, FL-9494 Schean HIM is a registered Trademark of Kill AG, Schaan Page 25 1 www.hilti.us Prof is Anchor 2.7.9 Company: Page: 2 Specifier: Project: VCA Carlsbad Address: Sub-Project I Pos. No.: Phone I Fax: I Date: 11/2612018 E-Mail: 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity PNI Pv pi.j Status Tension Pullout Strength 564 568 100/_ OK Shear Steel Strength 23 837 -/3 OK Loading Phi PV C Utilization pNv rio] Status Combined tension and shear loads 0.992 0.027 1.0 85 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 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 for 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 for agreement with the existing conditions and for plausibility! PROFIS Anchor (C) 2003-2009 Hub AG, FL-9494 Schaan Hilti is registered Trademark of Hiltl AG, Schaan Page 26 t k1 S'C Equipment Anchorage Design Equipment Anchorage VCA Carlsbad 2018-0641 12/6/2018 Calculation Scone Design engineered anchorage for rooftop chiller. Note: existing chiller weight equals 2,200 lbs per original struct, new chiller weight equals 2,200 lbs per mechanical drawings - existing framing 01< by inspection. Equipment Information Description: Chiller Weight = 2200 lbs V Height = 70 in Length = 82 in Width = 39 in Center of Gravity Height = 170 in (Conservative) V Ill. Ground Motions Determine ground accelerations to calculate seismic forces. Project Address: 2310 Faraday Ave Carlsbad, CA 92008 V Site Class: D (assumed) Ground Accelerations: V S8 = 1.0639 SMS = 1.143g Si = .411 g SM1 = 0.65259 IV. Seismic Forces onEquipment Caculate forces on non-structural components per ASCE 7-10, Chapter 13. Per ASCE 7-10 Eq. 13.34: Fp = O.4a,S5W, +2.4k 1') sDs =r 0.762g s01 =1_0.435 jg Where: F = seismic design force SDS = short period spectral acceleration a = component amplification factor I,, = component importance factor Per ASCE 7-10. Eq. 13.3-2: F = 1.6SDs1,,W Per ASCE 7-10. Eq. 13.3-3: F,, = O.3SDS!,,WI, Inputs: S05 = 0.762g l=[ii Equipment Weight W, = 2200 lbs Rp = component response modification factor z = height in structure of component attachment h = average height of structure Wp = component operating weight - (Maximum Seismic Force) (Minimum Seismic Force) z=[ift h=LJft J Component Type Per ASCE7-10 Table13.5-1For Architectural Components or Table 13.6-1 For MEP Components: [_ Wet-side HVAC, boilers, fumaces, -tanks and bins, chillers, _etc T V V ap = I V R= • 2.5 V V o 2.5 V V Page 27 VCA Carlsbad - Equipment Anchorage 2018-0641tk1sc - 12/6/2018 Equipment Anchorage Design, Continued Caculation of Seismic Force: F Per 13.3-1 = 805 lbs F Per 13.3-2 = 2682 lbs F Per 13.3-3 = 503 lbs Design F = 805 lbs V. Anchorage Design Design anchorage to existing framing using screw capacities calculated per NDS 2015. Note that for wood design, overstrength-level forces are not required. Calculate Overturning and Resisting Moments: Force Parallel to Length of Equipment (X-Direction): DL= 2200 lbs Resisting Moment Arm = 41 in Resisting Moment = 90200 lb-in Force Parallel to Width of Equipment (Z-Direction): DL = 2200 lbs Resisting Moment Arm = 20 in Resistig.Moment = 42900 lb-in 1•• Seismic Force = 805 lbs Overturning Moment Arm = 70 in Overturning Moment = 56327 lb-in Load Combatination of Interest Per ASCE 7-10 Section 12.4.3.2: 8. (0.6 - 0.14SD5)D + 0.7pQ + H Note: Rho = 1.0 for nonstructural components per ASCE 7-10 section 12.3.4. Net OTM In X-Direction = -5069 lb-in (ASD level) <- Negative result indicates no net OTM exists. Net OTM In Z-Direction = 18266 lb-in (ASD level) Factored Shear = 563 lbs Check Anchorage to Framing: - Try (3) anchors per side, spaced at 36" OC: - Calculate Resulting Demands on Anchors Using Hilti Profis - See Attached Output For Most Heavily Loaded Anchor: Shear= 141 lbs Tension = 167 lbs For 1/4" x 3" Simpson SDS Screw. Allowable Shear = 672 lbs (For 14 ga steel plate and DF, load duration factor of 1.6) Allowable Tension = 664 lbs For combined loading (per NDS 11.4.1): Resulting Load Angle = 50 deg (From face of member) Adjusted Allowable Shear = 667 lbs Summary: Use (3) 1/4'0 x 3" Simpson SDS screws per side, spaced at 36" CC mm (DCR - 20%) Page 28 'F k1SC VCA Carlsbad Chiller Anchorage Calculation Maximum Anchor Forces December 5, 2018 Geometry (in.] & Loading jib, in.ib] 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [ib] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 2 141 100 100 2 2 141 100 100 3 2 141 100 100 4 167 141 100 100 5 167 141 100 100 6 167 141 100 100 Page 29 Project: Angel Care-Final-Conventional Project Location: Carlsbad, California Project No: I Rev: I Drawing No: EQ-I, 1/4' = I Rev: 1 Project Notes: Linac Model: Clinac 2100C/D Manufacturer: Varian Medical Systems Max Dose Rate: 600 Rad/min X-Ray Energy 1: none X-Ray Energy 2: 6 MV Report Date: Ii Nov 2005 Project Author: James B. Smathers Company: Smathers/DeMarco Regulation/Std: United States of America - NCRP Primary TVLs per: NCRP Secondary TVLs per: McCall Neutron Quality Factor: NCRP 38 / ICRP 21 4 Workload none 6 M Total Conventional Radiotherapy Output 0 45,000 45,000 Rad/wk Delivered 0 45,000 45,000 Rad/wk IMRT Output 0 0 0 Rad/wk Delivered 0 0 0 Rad/wk Stereotactic Radiosurgery Output 0 0 0 Rad/wk Delivered 0 0 0 Rad/wk Total Body Irradiation Output 0 0 0 Rad/wk Delivered 0 0 0 Rad/wk Quality Assurance! Physics Output 0 18,000 18,000 Rad/wk Delivered 0 18,000 18,000 Rad/wk General Notes I) The Selected Area Limits are based on regional regulatory agency requirements or facility specifications. The Area Dose Equivalents show the annual dose to an individual outside the selected barrier at 100% occupancy. The Barrier Shielding Materials are categorized as either New or Existing. The Existing materials are based on information available for the Facility. If the selected Area Limit has been met, any New material shown reflects the thickness of that material required. Sources for Linac shielding suggestions include the United States NCRP, the Germany DIN Norms, the works of McCall at al, and the works of Kleck at al. Reviewed and approved by: Physicist of Record Smathers/DeMarco 18229 Minnehaha Street Northridge, California, 91326-3427. Phone: 818-360-9207 Fax: E-mail: smathers@ucla.edu Date: Page 1 Project: Angel Care-Final-Conventional Typical Barrier Shielding Configuration: Isocenter to source Isocenter Distance Extend shielding at least foot to isocenter (300mm) II beyond primary beam Distance to barrier Secondary barrier Primary barrier Reviewed and approved by:, Physicist of Record Date: Smathers/DeMarco 18229 Minnehaha Street Northridge, California, 91326-3427. Phone: 818-360-9207 Fax: E-mail: smathers@ucla.edu Page 2 Project: Angel Care-Final-Conventional Wall A - 1-131 & Nuclear Med - Primary Barrier meets limit Instantaneous Dose: Distance: 15.2 feet Linac Neutron: 0.0 mrem/h Distance to Barrier: 1.0 feet Shield Neutron: mrem/h 0.0 Occupancy: 100 % Photon: 127.1 mrem/h Audience: Occupational Total Dose:mrem/h M!~ Area Limit: mrem/h Use at 6MV Integrated Dose: Conventional Radiotherapy 25% Linac Neutron: 0 mrem/y IMRT n/a Shield Neutron: 0 mrem/y Stereotactic Radiosurgery n/a Photon: 2,897 mrem/y Stereotactic Radiotherapy n/a Total Dose: mrem/y Quality Assurance I Physics 25% Area Limit: I 5,000 I mrem/y (inside room) Density lb/cu ft Distance from Isocenter (for tapering only) 0 24.0 48.0 72.0 96.0 120.0 144. Thickness inches inches inches inches inches inches Air, NTP 0.1 126.00 126.00 126.00 126.00 126.00 126.00 Lead New 709.2 2.00 2.00 2.00 2.00 2.00 2.00 Concrete (normal) New 147.0 42.00 42.00 42.00 42.00 42.00 42.00 (outside room) Total Barrier Thickness: 170.0 - Reviewed and approved by: Physicist of Record Date: Smathers/DeMarco 18229 Minnehaha Street Northridge, California, 91326-3427. Phone: 818-360-9207 Fax: E-mail: smathers@ucla.edu Page 3 Project: Angel Care-Final-Conventional Wall B - Lateral Wall-Cytology - Secondary Barrier meets limit Instantaneous Dose: Linac Neutron: 0.0 mrem/h Distance: 15.7 feet Distance to Barrier: 1.0 feet Shield Neutron: mrem/h 0.0 Occupancy: 100 % Photon: 0.1 mrem/h Audience: Public (continuous or frequent) Total Dose: mrem/h s Area Limit: I 2.0 I mrem/h Dose: Integrated Use at GMV Linac Neutron: 0 mrem/y Conventional Radiotherapy 100% IMRT n/a Shield Neutron: 0 mrem/y Stereotactic Radlosurgery We Photon: 7 mrem/y Stereotactic Radiotherapy n/a Total Dose: mrem/y Quality Assurance IPhysics 100% Area Limit: I 100 I mrem/y (inside room) Density lb/cu ft Distance from Isocenter (for tapering only) 0 24.0 48.0 72.0 96.0 120.0 144.1 Thickness inches inches inches inches inches inches Air, NTP 0.1 132.00 132.00 132.00 132.00 132.00 132.00 Lead, Interlocking Bricks New 709.2 2.00 2.00 2.00 2.00 2.00 2.00 Concrete (normal) New 147.0 42.00 42.00 42.00 42.00 42.00 42.00 (outside room) Total Barrier Thickness: 176.0 Reviewed and approved by: Physicist of Record Date: Smathers/DeMarco 18229 Minnehaha Street Northridge, California, 91326-3427. Phone: 818-360-9207 Fax: E-mail: smathers@ucta.edu Page 4 Project: Angel Care-Final-Conventional Wall C - rear wall-hall way - Secondary Barrier meets limit Instantaneous Dose: 3 Linac Neutron: 0.0 mrem/h Shield Neutron: 0.0 mrem/h Photon: 0.6 mrem/h Total Dose: s1 mrem/h Area Limit: I 2.0 I mrem/h lntearated Dose: Linac Neutron: 0 mrem/y Shield Neutron: 0 mrem/y Photon: 52 mrem/y Total Dose: ? mrem/y Area Limit: I 400 I mrem/y Distance: Distance to Barrier: Occupancy: Audience: Use at Conventional Radiotherapy iMRT Stereotactic Radiosurgery Stereotactic Radiotherapy Quality Assurance I Physics 16.5 feet 1.0 feet 25 % Public (infrequent) 6MV 100% n/a n/a n/a 100% Distance from Isocenter (for tapering only) 0 24.0 48.0 72.0 96.0 120.0 144.1 Density Thickness (Inside room) lb/cu ft inches inches inches inches inches inches Air, NTP 0.1 14400 144.00 144.00 144.00 144.00 144.00 Concrete (normal) New 147.0 1 42.00 42.00 42.00 42.00 42.00 42.00 (outside room) 'Total Barrier Thickness: 186.0 Reviewed and approved by: Physicist of Record Date: Smathers/DeMarco 18229 Minnehaha Street Northridge, California, 91326-3427. Phone: 818-360-9207 Fax: E-mail: smathers@ucla.edu Page 5 Project: Angel Care-Final-Conventional I Wall D - Lateral Wall-Surgy - Primary Barrier meets limit Instantaneous Dose: Linac Neutron: 0.0 mrem/h 18.1 feet 1.0 feet Shield Neutron: 0.0 mrem/h 100 % Photon: 2.0 mrem/h Public (continuous or frequent) Total Dose: 11 mrem/h Area Limit: I 2.0 I mrem/h Dose: integrated 6MV Linac Neutron: 0 mrem/y 25% n/a Shield Neutron: 0 mrem/y n/a Photon: 47 mrem/y n/a Total Dose: W mrem/y 25% Area Limit: I 100 I mrem/y Distance: Distance to Barrier: Occupancy: Audience: Use at Conventional Radiotherapy IMRT Stereotactic Radiosurgery Stereotactic Radiotherapy Quality Assurance I Physics Distance from Isocenter (for tapering only) 0 24.0 48.0 72.0 96.0 120.0 144. Density Thickness (Inside room) lb/cu ft inches inches inches inches inches inches Air, NTP 0.1 126.00 126.00 126.00 126.00 126.00 126.00 Concrete (normal) New 1 147.0 78.00 78.00 78.00 78.00 78.00 78.00 (outside room) Total Barrier Thickness: 204.0 Reviewed and approved by: Physicist of Record Date: Smathers/DeMarco 18229 Minnehaha Street Northridge, California, 91326-3427. Phone: 818-360-9207 Fax: E-mail: smathers@ucla.edu Page 6 Project: Angel Care-Final-Conventional LWall .&,teraI Wall-surgery -Second. - Barrier meets limit Instantaneous Dose: Distance: 19.7 feet Linac Neutron: 0.0 mrem/h Distance to Barrier: 1.0 feet Shield Neutron: 0.0 mrem/h Occupancy: 100 % Photon: 0.3 mrem/h Audience: Public (continuous or frequent) Total Dose: s mrem/h Area Limit: I 2.0 I mrem/h Use at 6MV Conventional Radiotherapy 100% IMRT n/a Stereotactic Radiosurgery n/a Stereotactic Radiotherapy n/a Quality Assurance! PhysIcs 100% Integrated Dose: Linac Neutron: 0 mrem/y Shield Neutron: 0 mrem/y Photon: 25 mrem/y Total Dose: 1. mrem/y Area Limit: I 100 I mrem/y Distance from Isocenter (for tapering only) 0 24.0 48.0 72.0 96.0 120.0 144.1 Density Thickness (inside room) lb/cu ft inches inches inches inches inches inches Air, NTP 0.1 180.00 180.00 180.00 180.00 180.00 180.00 Concrete (normal) New 147.0 1 44.00 44.00 44.00 44.00 1 44.00 44.00 (outside room) Total Barrier Thickness: 224.0 Reviewed and approved by:, Physicist of Record Date: Smathers/DeMarco 18229 Minnehaha Street Northridge, California, 91326-3427. Phone: 818-360-9207 Fax: E-mail: smathers@ucla.edu Page 7 Project: Angel Care-Final-Conventional I Wall F - Outside Vault Door-Primary - Barrier meets limit Instantaneous Dose: Distance: 17.9 feet Linac Neutron: 0.0 mrem/h Distance to Barrier: 1.0 feet Shield Neutron: 0.0 mrem/h Occupancy: 25 % Photon: 0.7 mrem/h Audience: _________ 1W Public (continuous or frequent) Total Dose: mrem/h Area Limit: I 2.0 I mrem/h Use at 6MV Integrated Dose: Conventional Radiotherapy 100% Linac Neutron: 0 mrem/y IMRT n/a Shield Neutron: 0 mrem/y Stereotactic Radiosurgery n/a Photon: 64 mrem/y Stereotactic Radiotherapy n/a Total Dose: f mrem/y Quality Assurance I Physics 100% Area Limit: I 400 I mrem/y Distance from isocenter (for tapering only) 0 24.0 48.0 72.0 96.0 120.0 144. Density Thickness (inside room) lb/cu It inches inches inches inches inches inches Air, NTP I I 0.1 168.00 I 168.00 168.00 I 168.00 168.00 I 168.00 Concrete (normal) New 147.0 40.00 40.00 40.00 40.00 40.00 40.00 (outside room) Total Barrier Thickness: 208.0 Reviewed and approved by: Physicist of Record Date: Smathers/DeMarco 18229 Minnehaha Street Northridge, California, 91326-3427. Phone: 818-360-9207 Fax: E-mail: smathers@ucia.edu Page 8 Project: Angel Care-Final-Conventional Wall G - Food Preparation Area - Secondary Barrier meets limit Instantaneous Dose: Distance: 25.9 feet Linac Neutron: 0.0 mrem/h Distance to Barrier: 1.0 feet Shield Neutron: mrem/h 0.0 Occupancy: 100 % Photon: 0.3 mremlh Audience: Public (continuous or frequent) Total Dose: _________ a mrem/h Area Limit: I 2.0 I mrem/h Use at 6MV Integrated Dose: Conventional Radiotherapy 100% Linac Neutron: 0 mrem/y IMRT n/a Shield Neutron: 0 mrem/y Stereotactic Radlosurgery n/a Photon: 30 mrem/y Stereotactic Radiotherapy n/a Total Dose: 1' mrem/y Quality Assurance! Physics 100% Area Limit: I 100 I mrem/y Distance from isocenter (for tapering only) 0 24.0 48.0 72.0 96.0 120.0 144. Density Thickness (inside room) lb/cu ft inches inches inches inches inches inches Air, NTP 0.1 168.00 168.00 168.00 168.00 168.00 168.00 Concrete (normal) New 147.0 40.00 40.00 40.00 40.00 40.00 40.00 Air, NTP 0.1 96.00 96.00 96.00 96.00 96.00 96.00 (outside room) Total Barrier Thickness: 304.0 Reviewed and approved by: Physicist of Record Date: Smathers/DeMarco 18229 Minnehaha Street Northridge, California, 91326-3427. Phone: 818-360-9207 Fax: E-mail: smathers@ucla.edu Page 9 Project: Angel Care-Final-Conventional I Wall H - Control Area-Direct - Secondary Barrier meets limit Instantaneous Dose: Linac Neutron: 0.0 ...rnrem/h 25.8 feet 1.0 feet Shield Neutron: 0.0 mrem/h 100 % Photon: 0.0 mrem/h Public (continuous or frequent) Total Dose: sI mrem/h Area Limit: I 2.0 I mrem/h Dose: integrated siv,v Linac Neutron: 0 mrem/y 100% n/a Shield Neutron: 0 mrem/y n/a Photon: 1 mrem/y n/a Total Dose: __________ mrem/y 100% Area Limit: I 100 I mrem/y Distance: Distance to Barrier: Occupancy: Audience: Use at Conventional Radiotherapy IMRT Stereotactic Radlosurgery Stereotactic Radiotherapy Quality Assurance I Physics (inside room) Density lb/cu ft Distance from Isocenter (for tapering only) 0 24.0 48.0 72.0 06.0 120.0 144A Thickness inches inches inches inches inches inches Air, NTP 0.1 156.00 156.00 156.00 156.00 156.00 156.00 Concrete (normal) New 147.0 30.00 30.00 30.00 30.00 30.00 30.00 Air, NTP 0.1 84.00 84.00 84.00 84.00 84.00 84.00 Concrete (normal) New 147.0 28.00 28.00 28.00 28.00 28.00 28.00 (outside room) Total Barrier Thickness: 298.0 Reviewed and approved by: Physicist of Record Date: Smathers/DeMarco 18229 Minnehaha Street Northridge, California, 91326-3427. Phone: 818-360-9207 Fax: E-mail: smathers@ucla.edu Page 10 Project: Angel Care-Final-Conventional Wall I - Control Area-Corner by Door - Barrier meets limit Instantaneous Dose: Linac Neutron: 0.0 mrem/h 26.1 feet 1.0 feet Shield Neutron: 0.0. mrem/h 100 % Photon: 0.0 mrem/h Public (continuous or frequent) Total Dose: Ixi mrem/h Area Limit: I 2.0 I mrem/h Dose: Integrated 6MV Linac Neutron: 0 mrem/y 100% n/a Shield Neutron: 0 mrem/y n/a Photon: I mrem/y n/a Total Dose: mrem/y 100% Area Limit: I 100 I mrem/y Distance: Distance to Barrier: Occupancy: Audience: Use at Conventional Radiotherapy IMRT Stereotactic Radlosurgery Stereotactic Radiotherapy Quality Assurance I Physics (inside room) Density lb/cu ft Distance from Isocenter (for tapering only) 0 24.0 48.0 72.0 96.0 120.0 144. . Thickness inches inches inches inches inches inches Air, NTP 0.1 156.00 156.00 156.00 156.00 156.00 156.00 Concrete (normal) New 147.0 33.00 33.00 33.00 33.00 33.00 33.00 Air, NTP 0.1 84.00 84.00 84.00 84.00 84.00 84.00 Concrete (normal) New 147.0 28.00 28.00 28.00 28.00 28.00 28.00 (outside room) Total Barrier Thickness: 301.0 Reviewed and approved by Physicist of Record Date: Smathers/DeMarco 18229 Minnehaha Street Northridge, California, 91326-3427. Phone: 818-360-9207 Fax: E-mail: smathers@ucla.edu Page II Project: Angel Care-Final-Conventional I Wall J - Ultra Sound-Direct - Secondary Barrier meets limit Instantaneous Dose: Linac Neutron: 0.0 mrem/h 26.3 feet 1.0 feet Shield Neutron: 0.0 mrem/h 100 % Photon: 0.0 mrem/h Public (continuous or frequent) Total Dose: 111 mrem/h Area Limit: I 2.0 I mrem/h Dose: Integrated 6MV Linac Neutron: 0 mrem/y 100% n/a Shield Neutron: 0 mrem/y n/a Photon: 3 mrem/y n/a Total Dose: mrem/y 100% Area Limit: I 100 I mrem/y Distance: Distance to Barrier: Occupancy: Audience: Use at Conventional Radiotherapy IMRT Stereotactic Radiosurgery Stereotactic Radiotherapy Quality Assurance I Physics (inside room) Density lb/cu ft Distance from Isocenter (for tapering only) 0 24.0 48.0 72.0 96.0 120.0 144.1 Thickness inches inches inches inches inches inches Air, NTP 0.1 162.00 162.00 162.00 162.00 162.00 162.00 Concrete (normal) New 147.0 24.00 24.00 24.00 24.00 24.00 24.00 Air, NTP 0.1 90.00 90.00 90.00 90.00 90.00 90.00 Concrete (normal) New 147.0 28.00 28.00 28.00 28.00 28.00 28.00 (outside room) Total Barrier Thickness: 304.0 Reviewed and approved by: Physicist of Record Date: Smathers/DeMarco 18229 Minnehaha Street Northridge, California, 91326-3427. Phone: 818-360-9207 Fax: E-mail: smathers@ucla.edu Page 12 Project: Angel Care-Final-Conventional Wall K - Ultra Sound-Oblique - Secondary Barrier meets limit Instantaneous Dose: Linac Neutron: 0.0 mrem/h 29.0 feet 1.0 feet Shield Neutron: 0.0 mrem/h 100 % Photon: 0.3 mrem/h Public (continuous or frequent) Total Dose: s mrem/h Area Limit: I 2.0 I mrem/h Dose: Integrated 6MV Linac Neutron: 0 mrem/y 100% n/a Shield Neutron: 0 mrem/y n/a Photon: 24 mrem/y n/a Total Dose: a mrem/y 100% Area Limit: I 100 I mrem/y Distance: Distance to Barrier: Occupancy: Audience: Use at Conventional Radiotherapy IMRT Stereotactic Radiosurgery Stereotactic Radiotherapy Quality Assurance I Physics Distance from Isocenter (for tapering only) 0 24.0 48.0 72.0 96.0 120.0 144.i Density Thickness (inside room) lb/cu ft inches inches inches inches inches inches Air, NTP 0.1 300.00 300.00 300.00 300.00 300.00 300.00 Concrete (normal) New 147.0 28.00 28.00 28.00 28.00 28.00 28.00 Concrete (normal) New 147.0 12.00 12.00 12.00 12.00 12.00 12.00 (outside room) Total Barrier Thickness: 340.0 Reviewed and approved Physicist of Record Date: Smathers/DeMarco 18229 Minnehaha Street Northridge, California, 91326-3427. Phone: 818-360-9207 Fax: E-mail: smathers@ucla.edu Page 13 Project: Angel Care-Final-Conventional I Wall L - Ceiling Crawl Space - Primary Barrier meets limit -Fenced Off Area I Instantaneous Dose: Distance: 9.9 feet Linac Neutron: 0.0 mrem/h Distance to Barrier: 1.0 feet Shield Neutron: 0.0 mrem/h Occupancy: 6 % Photon: 5,689.3 mrem/h Audience: Occupational Total Dose: .i*i mrem/h Area Limit: I n/a I. mrem/h Use at 6MV Integrated Dose: Conventional Radiotherapy 25% Linac Neutron: 0 mrem/y IMRT n/a Shield Neutron: 0 mrem/y Stereotactic Radiosurgery n/a Photon: 1.3E+05 mrem/y Stereotactic Radiotherapy n/a Total Dose: mrem/y Quality Assurance I Physics 25% Area Limit: r-8-0 I mrem/y Distance from Isocenter (for tapering only) 0 24.0 48.0 72.0 96.0 120.0 144.i Density Thickness (inside room) lb/cu ft inches inches inches inches inches inches Air, NTP I 1 0.1 75.00 75.00 75.00 75.00 I 75.00 75.00 Concrete (normal) New 147.0 28.00 J 28.00 28.00 28.00 I 28.00 28.00 Concrete (normal) New 147.0 1 8.00 8.00 8.00 1 8.00 8.00 8.00 (outside room) Total Barrier Thickness: 111.0 Reviewed and approved by: Physicist of Record Date: Smathers/DeMarco 18229 Minnehaha Street Northridge, California, 91326-3427. Phone: 818-360-9207 Fax: E-mail: smathers@ucla.edu Page 14 Project: Angel Care-Final-Conventional Wall M - Roof - Primary Barrier meets limit Instantaneous Dose: Linac Neutron: 0.0 mremm Distance: 15.3 feet Distance to Barrier: 1.0 feet Shield Neutron: mrem/h 0.0 Occupancy: 6 % Photon: 2846.8 mrem/h Audience: Occupational Total Dose: mrem/h :Mt. Area Limit: I n/a I mremlh Dose: Integrated Use at GMV Linac Neutron: 0 mrem/y Conventional Radiotherapy 25% IMRT n/a Shield Neutron: 0 mrem/y Stereotactic Radlosurgery n/a Photon: 6.5E+04 mrem/y Stereotactic Radiotherapy n/a Total Dose: 4Zs5 mrem/y Quality Assurance! Physics 25% Area Limit: I 80,000 I mrem/y (inside room) Density lb/cu ft Distance from Isocenter (for tapering only) 0 24.0 48.0 72.0 96.0 120.0 144. Thickness inches inches inches inches inches inches Air, NTP 0.1 75.00 75.00 75.00 75.00 75.00 75.00 Concrete (normal) New 147.0 28.00 28.00 28.00 28.00 28.00 28.00 Concrete (normal) New 147.0 8.00 8.00 8.00 8.00 8.00 8.00 Air, NTP 0.1 62.00 62.00 62.00 62.00 62.00 62.00 (outside room) Total Barrier Thickness: 173.0 Reviewed and approved by: Physicist of Record Date: Smathers/DeMarco 18229 Minnehaha Street Northridge, California, 91326-3427. Phone: 818-360-9207 Fax: E-mail: smathers@ucla.edu Page 15 Project: Angel Care-Final-Conventional Clinac 2I0OCID Energy data BJRII BJRI7 BJR25 Gamma Isotope: I none II none none I Barrier Neutron Production: Lead Steel Average Neutron Energy: 0.0 fi 0.0 -. MeV Neutron Fluence Rate: I 0.00E+00 fir 0.00E+00 I n rad"-1 Photon and Neutron Emission for: Primary Leakage Photon Dose Equivalent:i 1.00E+00 fi 0.00E+000 remfrad Neutron Average Energy: i n/a n/a J MeV Neutron Fluence:I n/a fl n/a nl(cm2rad) Neutron Dose Equivalent - NCRP38 /lCRP21:I n/a n/a rem/rad Neutron Dose Equivalent - ICRP60I n/a fl n/a rem/rad Energy Notes: High Energy Option not enabled. Equipment Notes: All radiation emissions are normalized to unit dose output at Dmax in water for a 10 cm x 10 cm field at one meter target to surface distance. - Reviewed and approved by: Physicist of Record Date: Smathers/DeMarco 18229 Minnehaha Street Northridge, California, 91326-3427. Phone: 818-360-9207 Fax: E-mail: smathers@ucla.edu Page 16 Project: Angel Care-Final-Conventional Wall Material TVLs Air, NTP Based on standard density: 0.1 lb/cu ft X-ray Energy (MV - BJRII) I TVL (inches) I I Primary X-ray Leakage X-ray I NCRP I DIN I McCall I McCall I I 1st I >1st I 1st I >1st I 1st I >1st I >1st I = 6 Reviewed and approved by: Physicist of Record Date: Smathers/DeMarco 18229 Minnehaha Street Northridge, California, 91326-3427. Phone: 818-360-9207 Fax: E-mail: smathers@ucla.edu Page 17 ki I - Project: Angel Care-Final-Conventional Concrete (normal) Based on standard density: 147.0 lb/cu ft I TVL (inches) I I Primary X-ray . fi Leakage X-ray X-ray Energy (MV I NCRP I DIN I McCall I McCall I - BJR11) I 1st I >1st I 1st I >1st I 1st I >1st I >1st I 1st I 13.9 1 13.9 1 12.6 1 12.6 1 13.8 1 13.8 1 12.4 1 12.4 The Photon Tenth Value Layers (TVLs). for this material are derived from TVLs for Concrete (Normal). This material's TVLs are adjusted relative to their density to Concrete (Normal). See Concrete (Normal) for more information. The Photon Leakage Tenth Value Layers (TVLs) for this material are derived from TVLs for Concrete (Normal). See Concrete (Normal) for more information. NEUTRON Neutron attenuation properties of this material are defined by the neutron energy dependent equation for neutron TVL in concrete published in NCRP no. 79. The equation for concrete is TVL = 155 + 56En, where En is the neutron average energy and TVL is expressed in millimeters. Depending on the composition of this material, it may be more, or less effective in attenuating neutrons than the normal concrete defined by the equation from NCRP no. 79. The water content of this material, which is dependent on the cement component of the concrete, is considered to be extremely important in defining the neutron attenuation properties of the material. Thus, it is very impotent to confirm comparable cement and wetting properties as thna i.M fnr nnrmI ennnnato ac rfafinad in N('.PP nn 70 X-ray Energy (MV I TVL (inches) I - BJRI 1) Primary neutron II Leakage neutron I none 6 16.1 I I 6.1 Reviewed and approved by: Physicist of Record Date: Smathers/DeMarco 18229 Minnehaha Street Northridge, California, 91326-3427. Phone: 818-360-9207 Fax: E-mail: smathers@ucla.edu Page 18 Project: Angel Care-Final-Conventional Lead Based on standard density: 709.2 lb/cu ft I TVL (inches) I I Primary X-ray fl Leakage X-ray X-ray Energy (MV I NCRP I DIN I McCall, I McCall I - BJRII) I 1st I >1st I 1st I >1st I 1st I >1st I >1st I 1st I 6 2.2 1 2.2 1 2.1 1 2.1 1 2.2 1 2.2 1 2.2 J= Lead, Interlocking Bricks Based on standard density: 709.2 lb/cu ft I TVL (inches) I I Primary X-ray Leakage X-ray X-ray Energy (MV I NCRP I DIN I McCall I McCall I - BJRII) I 1st I > 1st I 1st I > 1st I 1st I > 1st I > 1st I 1st I 6 2.2 1 2.2 1. 2.1 1 2.1 1 2.2 1 2.2 1 2.2 1 2.2 Reviewed and approved by: Physicist of Record Date: Smathers/DeMarco 18229 Minnehaha Street Northridge, California, 91326-3427. Phone: 818-360-9207 Fax: E-mail: smathers@ucla.edu Page 19 Linear Accelerator Vault Shielding Design VCA CA Vet Specialists - Carlsbad Linac Vault - Room 145 Initial Report: November 24, 2018 Final Report: December 7, 2018 ampc Therapy OMPC Therapy, LIC www.ohiomedphys.com 888-245-6672 Performed By: 3Ia#ta# /t44Ao4 Shanna Pervola, M.S., DABR Bryan M. Murray, M.S., DABR CA Approved Physicist The following report identifies the specific shielding requirements for the linear accelerator vault located at the VCA CA Cancer Specialists center located 2310 Faraday Avenue in Carlsbad. CA. This is an existing vault that is being renovated for a new installation of a linear accelerator. An initial summary report was generated on 11/24/18 based on initial drawings provided by M.D. Architects dated 10/19/18. Updated architectural drawings were created based on the initial bonier thickness requirements. The final verification of calculations was performed using drawings dated 12/07/18. Methods The barrier requirements were computed in accordance with the National Council of Radiation Protection and Measurements (NCRP) report number 151 (2005) and utilizing methods described by McGinley (2002). Conditions The linear accelerator is assumed to be a Varian TrueBeam multiple-energy machine with On-Board Imaging - a Varian product utilizing a low energy (140 kVp maximum) X-ray tube for imaging including cone-beam computed tomography. The nominal operating energy is 6 MV as defined by BJR1 1 standards. For determination of barrier thicknesses, leakage, effective and scatter tenth value layers (TVL) for ordinary concrete were used according to appropriate tables in NCRP 151 conservatively using values for 6 MV machines. The room that will contain the linear accelerator (vault) is on the first floor of a single-story structure. Above the vault is restricted roof access with perimeter fencing. The vault is assumed to utilize normal weight (147 lbs/ft3) poured concrete in the floor, ceiling, primary and secondary barriers. The primary barriers will be centered on the isocenter and extend to the ceiling. The ceiling primary barrier will extend to the external width of each vault (drawing East-West direction) and will extend outside the vault (thickest portion outside room). Drawings for conduit, HVAC and other penetrations were not provided and thus were not evaluated as part of this report. The room shall be equipped with at least two video systems for patient monitoring from the control console. In addition, the room shall have a two-way aural communication system between the patient and the control console. A warning light must be installed at the entrance of the room to indicate the production of radiation. Interlocks shall also be installed on the door that must terminate treatment and prevent radiation production if the door is opened. In addition, there shall be a sufficient number of emergency termination switches at the control and inside each room that terminate the main power supply to the system. It is recommended that door opener switches be placed in the control areas for easy access to the operator as well as inside the rooms. Shielding specifications are based on exposure limits established by state Health Radiation Protection Standards. A radiation safety survey must be conducted at the time of first "beam on" to ensure that there are no radiological health hazards to the installation engineer and personnel near the facility. A copy of this report as well as the radiation safety survey report will be submitted to the state Department of Health. VCA Carlsbad - Linac Vault December 7,2018 Page 2 -I Definitions W = workload in cGy/wk @ 1 meter. The workload is a complicated determination that is itemized in the report with a general value of 490 Gy per week. U = use factor. This is the fraction of time that the beam falls on the barrier. This value is 0.25 for all primary barriers and 1.0 for secondary barriers. I = occupancy factor. This is the fraction of time that the some person could be in the area outside the barrier. Occupancy factors were taken from Table B.1 of NCRP 151. P = maximum permissible dose equivalent. For areas where the general public could be exposed (uncontrolled areas), P is assigned a value of 1.0 mSv (100 mrem) per year or 0.02 mSv (2 mrem) per week. Also, for uncontrolled areas, the maximum dose equivalent in any one hour of operation must be 0.02 mSv (2.0 mrem) or less with an occupancy factor of 1 (continuous occupancy). The value of P required for protection of radiation workers (controlled areas) is 5.0 mSv (500 mrem) per year 0r0.1 mSv (lOmrem) per week. TVL = tenth value layer. This is the amount of shielding necessary to reduce the radiation to one-tenth its unshielded value. CalculatIons Primary Barrier The transmission of the primary barrier (Bk) required to reduce the primary radiation field to an acceptable level outside the barrier is given by: B = P(d3 (Eqn. 1) WUT Where, the value of dpii is taken to be the distance from the linac target to the point protected. The number of TVL's needed in the barrier required to reduce the primary radiation field to an acceptable level outside the barrier is calculated as: n = iogio(-_.) (Eqn. 2) B. Actual thicknesses of concrete can then be determined using the first and equilibrium 1VL's for concrete and are found by: = TVL1 + (, - 1)TVLe (Eqn. 3) The width of the primary bonier is based on the maximum field size with the collimator rotated 450 which varies for each manufacturer. Using field measurements by this author, and calculations from published beam data from the manufacturer, the maximum field size at isocenter is equal to 50 cm. The required barrier width (W) in feet at a distance X in feet from the target is given by: W = O.5X + 2 (Eqn. 4) Secondary Barrier The transmission of the barrier needed for radiation scatter due to the patient (B5) is calculated by: VCA Carlsbad - Linac Vault December 7,2018 Page 3 B5 = P(d )2 (d50 )2 400 (Eqn. 5) czWT F Where, the value of dsec is taken to be the distance from the isocenter to the point protected. The value of dsc0 is 1 meter. F is taken to be the maximum field area at mid-depth of the patient at 1 meter (1600 cm2). a is the fractions of the primary-beam absorbed dose that scatters from the patient at a particular angle. A scattering angle of 300 was assumed. The scatter fraction a was taken from Table B.4 of NCRP 151. The barrier transmission of leakage radiation alone (Bi) is also considered and is found using the following calculation: B = P(d,)2 ' 10-3 WT (Eqn. 6) Where, di is the distance from the isocenter to the point protected and the factor of 10-3 arises from the assumption that leakage radiation from the accelerator head is 0.1% of the useful beam. The number of TVLs needed in the barrier required to reduce the secondary radiation field to an acceptable level outside the barrier is calculated utilizing Equation 2 above and then the maximum of the result of either Bps and Bi is reported. In accordance with NCRP 151, if the thickness of the required barrier is about the same for each secondary component (i.e., as though the occupied space in question is irradiated by two sources of equal intensity). 1 HVL is added to the larger of the two barrier thicknesses. For conservancy and convenience, 1 HVL is added to all secondary barriers in this report. Door Shielding Low-Energy Photons (less than or equal to 10 MV: For a description of the parameters used in the following equation, please refer to NCRP Report 151. The amount of radiation scattered to the maze door from the primary beam striking the wall can be calculated in the following manner: H = WUgao Aoa:Az (diidrd.)2 (Eqn. 7) Where, Hs is the dose equivalent per week (Sv/week). It is also necessary to consider the head leakage radiation scattered by the room surfaces. The dose equivalent per week due to the leakage radiation (Sv/week) is: His = L1 WLU gai A (Eqn. 8) Patient scatter radiation from the primary beam must also be considered when calculating the door shielding requirements. The dose equivalent per week (Sv/week) due to patient scattered radiation (Hps) is found utilizing the following equation: a(8)WUg ()ai A1 HPS = (dscad cd)2 (Eqn. 9) The dose equivalent per week (Sv/wk) due to leakage radiation that is transmitted through the maze wall (HLT) can be estimated from the following equation: VCA Carlsbad - Linac Vault December 7,2018 Page 4 VCA Carlsbad - Linac Vault December 7.2018 L jWi Ug B H,7 - 2 d, (Eqn. 10) Bonier Thickness The total radiation dose equivalent at the door (Hg) is determined by summing Equations 7-10. This value is further adjusted due to the use factors and contributions for major gantry angles by the following equation: H,0, = 2•64H9 (Eqn. 11) The barrier thickness (number of TVL's) is then determined utilizing Equation 2. Conservatively, a TVL of 1.5 cm in lead for nominal 4MV scattered photons was used (the average energy of patient scattered photons ranges from 0.2 to 2.7 MeV for a nominal 10 MV beam). Results The following tables itemize the calculated shielding requirements for each barrier as indicated on Figure 1. The "Total Ordinary Equivalent Concrete" indicates the total amount of ordinary equivalent concrete present to include the existing concrete and the shielding material proposed by NELCO. Table 1 - Linear Accelerator Vault Shieldina Reauirements Exposure .!1flia Adjoining Area Limit (mSV) Factor Thickness Thickness Required P1 Surgery 0.02 0.5 (feet, inches) 55 (feet, inches) 6'S" (feet, inches) Prep/Surgery concrete' P2 Nuclear 0.1 0.5 4'9" 3'10" 2" lead' Medicine Ceiling Primary Restricted Roof 0.1 0.025 3'6" 3'0" 6" concrete3 A Surgery 0.02 0.5 311" 3'6" None B1 Surgery Prep 0.02 0.5 31" 3'6" None B2 Surgery 0.02 0.5 2'11" 3'6" None C Ultrasound 0.02 0.5 2'O" 316" None D Control 0.1 1.0 2'8" 5'O" None E Corridor 0.02 0.2 2'10" 4'0" None F Nuclear 0.1 0.5 2'8" 3'10" None Medicine G Cytology 0.02 0.5 3'3" 3'10" None H Corridor 0.02 0.2 2'11" 3'10" None Ceiling Restricted Roof 0.1 Secondary_ 0.025 108" 3'0" None Door Corridor 0.1 0.125 N/A N/A 1" Lead Primary Barrier Widths The primary barrier width was determined using the method described (equation 4). The required width of the primary barriers is 13.0 feet and is based on the maximum distance from the source to the inside of the primary barrier where the secondary barrier starts (shown as light blue line in Figure 2). The resultant calculated width is 13.0 feet. The current width of the West Primary Barrier is 10.0 feet which will need additional width added based on provisions. See notes below. Table 2: Primary barrier widths Barrier Adjacent Area Required AILSIlI Planned AILSIII Additional width needed P1 ' Surgery Prep/Surgery 13'0" '10,011 I 18" concrete' P2 Nuclear Medicine 13'0" None 130" lead2 Ceiling Exterior - Restricted Primary 1310" Roof None 13'0" concrete3 Max Corner Surgery & Restricted 130" 1090" 18" concrete' Roof Door Shielding The vault door is situated at the end of the maze. The door calculations were based on methods described and yield the following requirements: Lead required: 1" Notes 1) Primary thickness is more than adequate but width does not cover beam incident to the vertical corner of the room. It is suggested to add 18"x20' concrete pillar against the north & south edges (plan review) of the primary barrier inside the vault. See images below. This additional concrete should extend from the floor to where the wall meets the ceiling vault lid. PROVISION: The suggested additional concrete is based on the recommendation to have a uniform primary barrier thickness throughout the vault, with the maximum distance for calculation measured to the vertical corner. This assumes that machine usage will Include a somewhat even usage of gantry angles for treatments (3D conformal and IMRT treatments use a variety of gantry angles). However, if the usage of this machine Is restricted to the four cardinal angles (0, 90, 180, & 2700) then the perpendicular distance to each barrier could be used. The resulting width for this West primary would need to be 10.5' and the current drawings Indicate that no additional shielding would be needed. December 7, 2018 VCA Carlsbad - Linac Vault Page 6 There is currently no primary barrier on the east side of the vault (plan view). Current thickness of the east wall was measured to be 39". Thus, it is suggested to add 12" of additional concrete (or 2" of lead) 13' wide to create a primary barrier on the inside of the vault. See images above. Primary baffler should extend from floor to where the wall meets the ceiling vault lid. PROVISION: Area survey report (11/11/2005) and original site plan mention 2" lead inside this baffler. Verification of actual installment and the dimensions should be performed. If lead is present and dimensions are adequate for primary beam, no additional shielding would be needed for this barrier. There is currently no primary baffler in the ceiling. Current thickness of ceiling vault lid measured to be 3', which is adequate to limit Photon Skyshine exposure at the ground level. This is a single-story building with no adjacent buildings. However, original area survey report (11/11/2005) demonstrated at that time a very high exposure rate on the roof (>500 rem/hr). Sample calculations with updated workload show similar results. Thus, it is suggested to add 6" of concrete (or 1" of lead) to the ceiling above the current vault lid to create the primary barrier. The width should be 13' and the primary baffler should span the entire length of the vault in the west-east direction. See images above. PROVISION: As the present ceiling concrete is adequate for limiting skyshine, the option for no additional shielding is conceivable. However, adequate procedures MUST be in place to restrict access to the area above the vault such that no personnel or public Individuals would be present while the linear accelerator is activated. That may include fencing and camera monitoring systems. Also, appropriate warnings and signage MUST mark the restricted very high radiation area. Recommendations for additional shielding needs are noted on the figures above as orange shaded areas and include comments. Different materials may be calculated for the additional shielding required, if desired. VCA Carlsbad - Linac Vault December 7,2018 Page 7 Ll LJ tDIOLOGY 13Er—, SURGERY PREP SURGERY PREP\ 132 S 3URGERYS 131 M FIciur 2 I • II_Il I III Iu ! VA U. MLw . . :::.::::.:::::::::::: I w HALLWAY JAN," ' 127 Figure 3. ii Notes No additional notes specific to this vault. References : McGinley. P.H.Shie!ding Techniques for Radiation Oncology Facilities - 2nd Edition. Madison, WI: Medical Physics Publishing, 2002 National Council on Radiation Protection and Measurements. Structural shielding design and evaluation for megavoltage x and gamma ray radiotherapy facilities. Washington. DC: NCRP, NCRP Report No. 151; 2005 . . VCA Carlsbad - Linac Vault December 7,2018 . Page 8 I varian TRUEBEAM & VITALBEAM PRODUCT PLANNING GUIDE ( C3 (n 0'i— (1) cD0co Q 00t LU 0- 0 o I: c'i— N U C0 0 LU > '-I 0! U. ml >— i CDii C'1 u > rL LL P1026768-01 JUNE 2018 c (0086 IF.I1134x I R C G I ST C S C Introduction to the Varian Product Planning Guide (PPG) (Adobe© Acrobat .PDF format) Language of Origin The origin of this publication is of English-language, the English version should always be considered the master. Conventions Dimensions and Tolerances Units are shown as SI units first in the format - Metric [Imperial - cm [inches], Tolerances are given where critical otherwise general tolerances from ISO 4463-1: 1989 should be used. All dimensions, unless stated, are from finished surfaces. Digital Drawing Files AutoCAD DWG files for all sections within this document are available from your Varian Regional Planner. These files contain details that can be useful for incorporating into the Architects contract documents. The DWG file names are referenced in the lower right area of each diagram in this Product Planning Guide. 1 Varian Medical Systems Planning Group, Site Services 660 N. McCarthy Blvd., Milpitas, CA 95035 Phone: (800) 278-2747 or (408) 232-4231 https://www.varian.com Americas: Email: planning.ams©varian.com Asia Pacific, Australia and China: Email: planning.apac©varian.com Europe, Middle East, India and Africa: 44 Email: planning.emea©varian.com r-A Limitation of Liability j Information in this document is subject to change without notice and does not represent a commitment on the part of Varian. Varian is not liable for errors contained in this document or for incidental or consequential damages in connection with the furnishing or use of this material. This document contains proprietary information protected by copyright. No part of this document may be reproduced, translated, or transmitted without the express written permission of Varian Medical Systems, Inc. Trademarks TrueBeam® and VitalBeammi are trademarks or registered trademarks of Varian Medical Systems, Inc. these and/or other Varian Medical Systems Inc.'s products referenced herein are either trademarks or registered trademarks of Varian Medical Systems in the U.S. and/or other countries. The names of other companies and products mentioned herein may be the trademarks of their respective owners. Any rights not expressly granted herein are reserved. Release History (For detailed of changes and revisions please see release notes) © 2018 Varian Medical Systems, Inc. All rights reserved. MANAGEMENT SUMMARY Intended Audience The intended audiences of this PPG are any Varian external customers or their representatives. Purpose This document is designed to assist customers and their representatives to understand the minimum requirements to enable a Varian TrueBeamNitalBeam to be installed. This document is a reference for the machine and site planning and does not cover specific site conditions that may require additional detailed design or safety solutions. The information here in will be useful to project managers, architectural and site planners, construction engineers, contractors' trade personnel, and others. Good site preparation and coordination between Varian and the customer's representative is essential for a smooth and efficient machine installation. It is important to finalize the detailed design of the site configuration before construction is started. Once the site is completed, it will be difficult, and costly to make revisions. Document Structure This document has four main sections - Product Overview - System pictures, identification of deliverables, shielding and references. Varian System - Varian delivered parts, size, weight and limitations. Customer Requirements - Room sizes, utility and environmental requirements in trade sections. Project Management - Contractor tasks, durations and responsibilities. Project Planning Once an order is placed, Varian will assign a Hardware Installation Project Manager (PM) to assist the customer and their representatives with the installation of the TrueBeamNitalBeam system. All pre-installation dates for Varian deliverables and milestones are scheduled by the Varian PM, based on an agreement between the customer and the Varian PM and communications with Varian Planning and Sales. The Varian PM will communicate regularly with the customer throughout all phases of the project. In addition, the Varian PM typically performs site visits to help answer questions during the construction progress. Site visits are commonly held for the Initial Site Meeting/Project Kick-off, the BaseFrame Pre- Installation Inspection or the BaseFrame installation, and the Pre-Installation Inspection to show construction completion. This final visit typically occurs 10-14 days prior to the rig date to-verify 100% completion as defined by the Varian Accelerator Pre-Installation Checklist [2]. Typical Lead-times and Durations Mm. lead-time from Customer order —3 months + 1-month Shipment (for non-US orders) Cable lengths required —6 weeks before delivery + 1-month Shipment (for non-US orders) Third-party products (Power Conditioner, Chiller, Lasers, etc.) - 10 weeks BaseFrame installation —2 days Curing time for concrete before machine install —4 weeks recommended. Machine RIG and extended RIG —5 days Standard machine installation including acceptance —4 weeks Premier machine installation —2 weeks Accelerator Commissioning - approximately 6 weeks, may vary. Section 4 of this guide contains detailed process and responsibilities for each major project milestone. Site Readiness The room must be clinically ready, meeting all the requirements within the PPG. All services and utilities must be available with the final finishes completed. The Varian Accelerator Pre-Installation Checklist [2] is used to measure compliance. Any tasks that are NOT complete must be approved by the Varian PM before the machine can be delivered. The Varian engineer must have exclusive possession of the treatment area during machine installation. REVISION HISTORY D E GEl A I June 2018 Initial release D. Grossmith, D. Kuntz TABLE OF CONTENTS Overview............................................................................................................................................6 1.1 Shielding..........................................................................................................................................8 1.2 References......................................................................................................................................8 1.3 Glossary and AbBreviations.............................................................................................................8 2 Varian System Dimensions................................................................................................................9 2.1 Gantry, Stand and Couch ................................................................................................................9 2.2 BaseFrame....................................................................................................................................10 2.3 Modulator ......................................................................................................................................10 2.4 Console Cabinet............................................................................................................................11 2.5 Console.........................................................................................................................................12 2.6 Cables and Isolation......................................................................................................................13 2.7 Pre-installation Kit (P1K) ................................................................................................................16 3 Customer Requirements..................................................................................................................21 3.1 Spacial ..........................................................................................................................................21 3.2 Electrical........................................................................................................................................28 3.3 Plumbing .......................................................................................................................................35 3.4 Ventilation......................................................................................................................................38 3.5 Vibration .......................................................................................... ............................................... 38 3.6 Acoustic.........................................................................................................................................38 3.7 Finishes ......................................................................................................................................... 39 4 Project Management........................................................................................................................40 4.1 Responsibilities..............................................................................................................................40 4.2 Objectives......................................................................................................................................40 4.3 BaseFrame Installation..................................................................................................................41 4.4MCB and RJB ................................................................................................................................ 42 4.5 Pre-installation Kit (P1K) ................................................................................................................43 4.6 Delivery and RIG ...........................................................................................................................44 4.7 Customer Acceptance and Safety..................................................................................................45 Appendix A Shipping and Rigging Information......................................................................................46 BoxSizes and Weights....................................................................................................................46 2 Component sizes and Weights.........................................................................................................47 S I OVERVIEW The Varian TrueBeam is the only system specifically designed to deliver both radiotherapy and radiosurgery. A sophisticated and highly intelligent technology, this breakthrough system unlocks the ability to do tailored ground-breaking treatments with unprecedented ease, versatility, and speed. The TrueBeam system brings together state-of-the-art, real time imaging with the ability to deliver higher doses with high precision. Because of this intelligent design, physicians can treat more complex cases and more patients. As sophisticated as it is, the TrueBeam system has been developed for ease of use. Single-button operation and fast treatments are the cornerstone of a system that optimizes clinical workflow. Designed with an emphasis on efficiency, the TrueBeam system is easy for a technician or a clinician to learn and operate. VitalBeam is a new cost-effective technology package for offering high-quality, high-throughput radiation therapy, and for expanding clinical capabilities over time. VitalBeam leverages the best of Varian's technology; incorporating many of the innovations we developed for our popular TrueBeam radiosurgery sy'stem to enhance precision, safety, and speed of treatment. It is a flexible and upgradeable system that affordably meets the clinical needs today as they grow in the future. Each of the five VitalBeam configurations offers up to three photons and four electron energy levels for flexibility in treatment. Customers can choose to start with one configuration and add capabilities over time, at a pace that suits them. It is distinct from our versatile TrueBeam radiotherapy and radiosurgery platform in that VitalBeam is optimized for advanced radiotherapy while TrueBeam systems were designed to handle both. Figure 1-1 TrueBeam Stand, Gantry and Couch fbi11 1 Ij I - 1j -_ HO3J Figure 1-2 Identification of Varian delivered Components (This is not their final layout in a clinical environment) Table 1-1 TrueBeam Components TrueBeam Component and ID'S 101 Stand & Gantry T11 Speaker (x2) T02 Treatment Couch 112 USB Hub - Service Keyboard, Opt. WS/PAVS T03 Modulator Cabinet T13 Main Circuit Breaker, MCB (Opt. check SO) T04 BaseFrame T14 Console Cabinet T05 Relay Junction Box (RJB) T15 IEC 60309 Power Outlet T06 Positioning Laser (x4, Opt. check SO) T16 System Monitors (x2) T07 In-Room Monitor Set (Dual Screen) T17 Console Dedicated Keyboard (DKB) T08 Patient Microphone T18 CCTV Monitor (x2) T09 CCTV Camera (x2) T19 Printer 110 Live View Camera 120 Optical Imaging Camera (opt. check SO) 1.1 SHIELDING WARNING Varian Medical Systems shall have no approval or other responsibility for any matter affecting or related to the adequacy of the radiation protection walls and barriers or related safety devices. All radiation shielding designs must meet codes and regulations of all Authorities Having Jurisdiction (AHJ) and must be approved by the Customer's or Facility's Physicist of Record and shall be the sole responsibility of the Customer/Facility. The hours of operation, patient workload, accelerator energy, and the shielding materials should all be taken into consideration when calculating shielding requirements. Severe injury or death can result from improper radiation shielding. For more detailed information contact the planning department or sales. Consideration should be taken of the proximity to Magnetic Resonance Imaging (MRI) units or other magnetic field generating equipment. According to MRI manufacturers, linear accelerators and simulators should be located outside of the 100 pT (1 Gauss) magnetic field created by the MRI. A map of the magnetic field emanating from the MRI unit can be obtained from the manufacturer of the MRI unit. 1.2 REFERENCES These support reference document and other more detailed documents are available from site planning or via your Varian PM. D26947 TrueBeamNitalBeam External Cooling Water Recommendations.pdf Pre-installation Checklist 1.3 GLOSSARY AND ABBREVIATIONS For more detailed information see http://patient.varian.com/us/glossary \\\ j1 0 co 340 1'-?) J 2 VARIAN SYSTEM DIMENSIONS 2.1 GANTRY, STAND AND COUCH The gantry stand and couch are the main functional components of the machine that the users and patients will have contact with. Figure 2-1 Critical System Dimensions from tsocenter I / / I 19'.07e)c !__ l ) \\ I \\ I I I' Figure 2-2 Couch Radius, Primary Beam Angle and source to Isocenter distance. Table 2-1 Treatment System Weights Description Kg Lb Total System excluding BaseFrame 12034 26530 Stand and Gantry 5748 12671 Counter Weight 2631 5800 Couch and Top 1327 2928 Perfect Pitch 1 48 1 106 4- 2.2 BASEFRAME The BaseFrame is used to connect the Stand, Gantry, and Couch to the building. It is installed into a recessed equipment pit below the finished floor and held in place with concrete. In typical installations the BaseFrame is positively secured to the pit slab to avoid floating during final concrete placement, see Section 3.1.1 and Section 4.3. 358 I (11'-93116'1 I Figure 2-3 BaseFrame Outline Table 2-2 BaseFrame Weight Description Kg Lb BaseFrame 990 2283 O For Varian machine replacements, the existing BaseFrame may be able to be reused, consult the Varian Regional Planner for more information. Red dots in the plan view show anchor hole locations. 2.3 MODULATOR The Modulator is the power supply cabinet to the TrueBeam system. The Modulator cabinet may be located either in the treatment room or remotely. Ventilation, acoustics, service provisions and cable length must be considered in final placement. See Section 3.1.3 for required clearances. LA CAUTION 1 Do not locate the Modulator in the primary beam path. 122 [4'-O' 79 1'- 10 10 10 (41 (41k ' Figure 2-4 Modulator size and foot position Table 2-3 Modulator Weight Description Kg Lb Modulator 905 1995 Moving Modulator Option. The optional Moving Modulator Kit permits the Modulator Cabinet to be installed in treatment rooms that cannot meet the required service clearance area, as shown in Figure 3-3 Service Requirements for the Modulator and Console Cabinet . This kit positions one side of the Modulator Cabinet closer to the wall during clinical use while allowing it to be rolled away from the wall for servicing. This optional kit can be ordered from the Varian PM. There is a requirement for a larger service pit below the modulator to manage the interconnection power cables, ask your Varian PM or planning department for more information. 2.4 CONSOLE CABINET The Console Cabinet houses rack mounted computers and imaging equipment required to run the system and user interface, it's powered from the Main Circuit Breaker panel (MCB). See Figure 3-7 Generic Power Distribution and Table 3-2 System Power Requirements for details of the specific requirements and electrical connection required for the cabinet. 91 -t-1' [35 5/8"1 Figure 2-5 Console Cabinet Dimensions Table 2-4 Console Cabinet Weights Description Kg Lb Console Cabinet 340 750 2.5 CONSOLE The Console is used to operate the TrueBeamNitalBeam. The components consist of (2) System Monitors (Treat and Image), (1) Console Dedicated Keyboard (DKB), (1) Standard Keyboard and Mouse, (2) CCTV Monitors, and (2) Monitor Risers (not shown). I. 110 1 [44' Pv 0 00 cog 0cJ0 0g 000 ______:W0 _____ I LJ LJ I 31 I 31 31 I 112'1 '' 11211 [1211+ Figure 2-6 Console Desk Layout O An additional (2) or (4) camera CCTV system can be purchased as an option, verify with the final sales order or the Varian PM. 2.6 CABLES AND ISOLATION 2.6.1 MAIN CIRCUIT BREAKER (MCB) The MCB provides the main power isolation, transformers, relays and safety circuits combined into a custom built and tested panel that make installation and connection to the machine much quicker and easier to maintain, ask your Varian PM or planning department for more information. Figure 2-7 Generic Components within the MCB Q The MCB panel and IEC 60309 receptacle are not a standard part of the TrueBeamNitalBeam system but can be supplied by Varian as part of the equipment order. If the MCB doesn't appear on the equipment order then it can be ordered separately. Please contact your Varian PM or sales for more information. 2.6.2 CABLES This section shows you the point to point connection and the maximum cable length supplied. See section 3.2.4 cable containment. The drawing is diagrammatical and doesn't consider site specific shielding requirements. Figure 24 Component Interconnection and Cable References 0 When calculating the cable length required service loops should always be considered. Table 2-5 TrueBeamNitalBeam System Cables Maximum f Cable Id Cable Cables Start Finish Length 30m [100'] 12 T03 - Modulator 45m [150'] 18 T14 - Console Cabinet TOI - Stand 45m [150'] 7 T17 - Console DKB 45m [150'] 1 T14 - Console Cabinet T20 - Optical Imaging Camera E 30m [100'] (up to x4) T14 - Console Cabinet T07 - In-Room Monitor Fi 15m [50'] 3 T17 - Console DKB F2 15m [50'] 6 T16 - System Monitors F3 15m [50'] 2 T18 - CCTV Monitor G 15m [50'] 1 T13 - MCB H 45m [150'] 1 T13 - MCB T03 - Modulator 45m [150'] 2 T05 - RJB TOI - Stand J 45m [150'] 2 T08 - Microphone T17 - Console DKB K 38m [125'] 1 T14 - Console Cabinet TIO - Live View Camera L 45m [150'] 2 TI I -Speaker TI 7- Console DKB M 45m [150'] (up to x6) T09 - CCTV Camera T18 - CCTV Monitor N 45m [150'] 1 112 - USB Hub, Treatment Room T14 - Console Cabinet 0 7.5m [25'] 1 T19 - Printer Table 2-6 Customer Specified Cables P as required 3 T13 -MCB T15 - IEC Outlet Q as required 4 103 - Modulator 2.7 PRE-INSTALLATION KIT (P1K) The P1K consists of Varian-provided mounting brackets, plates, posts, and electrical components. This kit is ordered and shipped to site by the Varian PM for the customer to install prior to the TrueBeamNitalBeam delivery. The Varian-supplied components must be installed in accordance with local code/regulations using Customer-provided and appropriately-sized mounting hardware engineered to support a combined maximum load as shown in Table 2-7 Pre-Installation Kit Weights. Table 2-7 Pre-Installation Kit Weights Bracket Weight Supporting Weight Description Kg Lb Kg I Lb Console Cabinet Bracket 22 49 See Section 2.4 Relay Junction Box (RJB) N/A 11 24 Laser mounting plates (Lap Apollo) . 1 2.2 2.6 5.7 CCTV cameras 1 2.2 . 2 4.5 Mounting plates/posts - lRM 16 35 32 70 Mounting plates/posts - Optical Imager 13 29 14 30 Live view camera 0.5 1 3.2 7 Speakers N/A 2.3 5 2.7.1 CONTROL CABINET BRACKET Varian provides a floor positioning bracket plate that must be attached to the floor under the Console Cabinet. This provides stops and locking pins to prevent the cabinet moving unintentionally. Figure 2-9 Floor mounted Bracket for Console Cabinet 2.7.2 RELAY JUNCTION BOX (RJB) The Relay Junction Box (RJB) provides an interface with the TrueBeamNitalBeam Accelerator via a factory assembled and tested control panel designed to provide a convenient, organized, labor saving central connection point for the patient positioning lasers, status warning lights, main room lighting, door interlocks and remote emergency off push buttons. The panel includes wiring diagrams for connecting these peripheral devices. . Maybe surface mounted or partially recessed to a maximum of 100mm [4"] 0 The enclosure requires holes to be drilled for room peripherals and Varian cables. 42 clo LO 0 Figure 2-10 Relay Junction Box Install at standing height from finished floor for service access, DO NOT locate in the primary beam path. 2.7.3 LASER MOUNTING PLATES & LASERS The patient is aligned to the accelerator's isocenter with positioning lasers. The lasers are powered and controlled by a common circuit that is connected to the RJB. Four steel laser mounting plates, designed to accept a LAP laser, are provided as part of the P1K. (2) wall lasers at isocenter height, (1) ceiling laser directly above isocenter, and (1) sagittal laser, refer to Section 3.1.4 Must be mounted directly to a rigid structure (concrete, steel, etc.) DO NOT mount on wood, drywall or suspended ceiling grid. Differential movement between the laser and isocenter shall not exceed 1 m Lasers will be installed and setup by their supplier. 10 l Figure 2-11 Front/Side elevations of the Mounting Plate with the Laser shown for Reference 9 .(3 3/41 40 O LAP Apollo Lasers are not a standard part of the TrueBeamNitalBeam system but can be supplied by Varian as part of the equipment order. 2.7.4 CCTV CAMERA MOUNTS A Closed-Circuit Television (CCTV) system is required for safe operation. It is critical to patient safety that the therapist always maintain visual contact with the patient. A two-camera system is standard with TrueBeamNitalBeam, see Figure 3-3. A four or six camera system can be purchased as an option, verify with the final sales order. The CCTV pendant housing is Customer-installed, mounts to a standard single gang electrical box. . The CCTV camera is Varian-installed. Figure 2-12 CCTV Camera Mounts (Plan, Front and Side Views) Do not locate the CCTV camera in the primary beam path. 2.7.5 OPTICAL IMAGER AND IRM MOUNTING POSTS An aluminum ceiling mounting plate, configurable post, and mounting bracket are provided as part of the P1K for installing the Optical Imaging, Single Gating (SGC) or Dual (NDI), camera and the Dual In-Room Monitors (IRM's). to I E nL I4Ai Co I 4Oj. I I I Er. I g9 I ,' cb I I I I I 22 (8 7!8"J 10 IN Cq, ?______ Figure 2-13 Ceiling Mounting Plate Must be mounted to rigid structure (concrete, steel, etc.) DO NOT mount on wood, drywall or suspended ceiling grid. Orient the plate's long centerline parallel with longitudinal axis line of the couch. Post length can be configured in 15 [6"] increments between the minimum and maximum post length. See Figure 2-14 IRM and Optical Camera Mounting Heights. A second set of IRM's can be purchased as an option, verify with the final sales order. See Figure 3-5 Treatment Room Ceiling Mounted Components (Plan) for mounting locations. Figure 2-14 IRM and Optical Camera Mounting Heights Do not locate the Posts or IRM's inside or within 61 [24"] of the Primary Beam Path. 2.7.6 LIVE VIEW CAMERA MOUNT The Live View (LV) Camera is a radiation-hardened system that enables monitoring of the TrueBeamNitalBeam and the patient, the system provides proximity information while the machine is moving to help prevent injury to the patient. . Wall mounting post is Varian-provided, Customer-installed. The LV camera is Varian-installed. . See Figure 3-4 Treatment Room Sagittal Wall (Elevation) for mounting post location. Figure 2-15 Live View Camera Wall Mount, Plan and Side Elevation. 2.7.7 SPEAKERS AND MICROPHONE Two speakers and two microphones are a standard part of the TrueBeamNitalBeam system that provide intercom and audio services in the treatment room, operated by the Console DKB. The microphones will be Varian-installed. The speakers are Customer-installed. See Figure 3-4 Treatment Room Sagittal Wall (Elevation). Figure 2-16 Microphone and Speaker Side and Front Elevations 3 CUSTOMER REQUIREMENTS WARNING 3.1 SPACIAL The TrueBeamNitalBeam system is supplied with mounting hardware that is not suitable for sites subject to seismic activity. It is the responsibility of the customer to provide a qualified structural engineer to determine the quantity, size, and type of mounting hardware required for seismically anchoring the Varian-provided components to the floor, walls and ceiling. For more detailed information contact your Varian PM or planning department. 3.1.1 BASEFRAME PIT The pit floor shall be designed by a qualified structural engineer capable of carrying the total weight of the fully assembled accelerator, see Table 2-1 and Table 2-2. Shaded area shall be level to the top of the outer ring of the BaseFrame within +- 3mm [1/8"] for a radius of 183 [72"] from Isocenter. Access for cables and chilled water must be considered before backfilling the pit with concrete. Access to the chilled water connection point shall always be located to one side of the pit if the isocenter to rear wall dimension is less than 335 [132"]. See Section 4.3 BaseFrame Installation, for a detailed explanation of the installation procedure. Figure 3-1 Minimum BaseFrame Pit Dimensions - Table 3-1 BaseFrame Pit A Structural Concrete (by Customer) E Finished Flooring (by Customer) Backfill Concrete (by Customer) F BaseFrame edge ring, above floor finish. C BaseFrame (by Varian) G - Chilled Water Supply and Return Shut-off Valves (by Customer) D Foam Backer (by Varian) 300 (287 mm.) [g'.8-(9-.5-)] \ • ii 'I 'I =-i I 11 120x210m1n. (48" x 84'1 Figure 3-1 Minimum Room Clearances 3.1.2 MINIMUM ROOM REQUIRMENTS The highlighted area below allows safe clearance for TrueBeamNitalBeam clinical operation and serviceability as defined by Varian. The customers site specific design shall consider all local codes and regulations to , WARNING ensure for the adequate separation of services and access to serviceable components that contain hazardous voltages. If a site can not comply with these clearances then contact site planning for more information. . Refer to Figure 3-2 ,for ceiling clearance requirements. / / I / 0 Refer to Figure 2-2 for the couch arc minimum and maximum radii 22 of 48 P1026768-011 TrueBeam I VtalBeam arlan Figure 3-2 Minimum and Recommended Overhead Clearances Provide 274 [9'-0"] minimum clearance from the finished floor to overhead ceiling. The yellow shaded area is the required minimum overhead clearance for all installations. The orange shaded area is required for installations with the optional Optical Surface Monitoring System (OSMS). However, it is recommended for all sites. 3.1.3 SERVICE REQUIRMENTS The clearances below for the Modulator and Console Cabinet should be observed for access, serviceability and safety. Figure 3-3 Modulator Service Requirements - F- 12 min. 100 1 -1:4 3141 [391 ' Figure 3-4 Console Cabinet Service Requirements 3.1.4 ACCESSORY LOCATION The sagittal laser (T06) installation height is variable, Varian recommends 230 [7'-6"] above finished floor to avoid any obstructions with the laser beam. Consult with the laser manufacturer and customer on desired elevation. The LV camera may be installed to either side of isocenter. The CCTV two-camera system installation location is MANDATORY for patient safety. The additional CCTV four- or six- camera system installation location is Customer-preference (not shown). The speaker installation location is Customer preference. Wall mount the speakers forward of isocenter, outside the primary beam path. The primary microphone will be Varian-installed to the LV camera. The secondary microphone will be Varian-installed to the false ceiling using the 2.5 [1"] T-bar clip post (not shown), see Figure 2-16. Refer to Table 2-6 for component weights, provide structural support as required. 76 ±20 LTP 4— 56 . Lq 56 iTO9] ----------- --- --------- 00 t) Figure 3-5 Treatment Room Sagittal Wall (Elevation) O The Sagittal laser may be installed vertically (shown) or horizontally, depending on the model. The vertical laser is typical in the U.S., contact your Varian PM to confirm model. '38 ±15 10" ±6"] - - I [1O81 I \ \\ H fT2O] T L 201 '1 [6'-7"J A /W Figure 3-6 Treatment Room Ceiling Mounted Components (Plan) O . Alternately, the IRMs maybe wall mounted. Contact the Varian PM to order wall mount brackets. . Refer to Section 2.7.5 and Section 4.5 for more information. 3.1.5 CONTROL AREA LAYOUT Typical setup shown below, component positioning may vary per site specific conditions, consult with the Customer on desired layout and for additional space required. (2) CCTV monitors are standard, additional monitors may be supplied. Verify quantity on the final equipment sales order. See Figure 3-3 for Console Cabinet Floor Positioning Bracket clearances. Refer to Section 3.2.3.2 for Control Area power requirements. Provide network cable outlet, refer to Section 3.2.6 _ rrJ4j 1116] [T17j LTI8II - LTI9] I 300 30 t15 [10'-O"] (12" ±61 Figure 3-7 Generic Control Console Layout 3.2 ELECTRICAL 3.2.1 POWER REQUIREMENTS Table 3-2 System Power Requirements Input voltage 200VAC, 208VAC, 240VAC, 380VAC, 400VAC, 4I5VAC, or 480VAC (nominal), Line- to-line, 5-wire (3-phase, neutral, and ground [Parity-Sized]). System Current IOOA @ 400V 50Hz or 80A © 480V 60Hz Console Current 20A @ 208-230V (50/60Hz) (1-phase and ground, via the MCB panel) Line voltage ±5%. This is the maximum allowable steady-state deviation from nominal regulation Value selected. Sinusoidal with less than 5% total harmonic distortion Maximum phase 3% of the nominal value. This is the maximum difference between any 2-phase voltage imbalance voltages when operating at full load (Beam-On). Input frequency 50 or 60 Hz ±1 Hz. Electrical loads 7kVA in Stand-By state, 48kVA in Beam-On state. (Including console, 3kVA) Long-Time Load 48kVA (Including console, 3kVA) Power factor Equal to or greater than 90%, inductive load. The line-current waveform is non- sinusoidal. For 45kVA: 208VAC = 24.omOhm; 400VAC = 88.8m0hm Source impedance For 48kVA: 208VAC = 22.5mOhm; 400VAC = 83.3mOhm Max. Fault Current 10,000A. Mandatory grounding See 3.2.8 Dedicated EarthingGround Requirements 3.2.2 POWER DISTRIBUTION Below is a typical layout of the power distribution. Color key - 1PH + E mu•uu• U U VU I iJt5-10 Figure 3-8 Generic Power Distribution O The 1-phase power to the accessory items can be provided by the facility or the MCB, depending on the design and functionality of the MCB. Consult with your Varian PM or planning department for more information. 3.2.3 POWER OUTLETS 3.2.3.1 TREATMENT ROOM (1) Standard power outlet within 92 [36"] of each Laser (T06), controlled from the RJB (T05). (1) Standard power outlet, within 122 [48"] of each lRM (T07) (1) Standard power outlet within 30 [12"] of each CCTV camera (T09) (Optionally the CCTV cameras can be powered by Customer-provided 24VDC source.) (1) Standard power outlet for the USB Hub (T12) 3.2.3.2 CONTROL AREA (I) IEC 60309 outlet, blue, 30-32A connector, 2-PH + E, supplied from the MCB (T13) (Locate to either side of the Console Cabinet, see Figure 3-6.) (1) Standard power outlet for the Printer (119). Provide additional convenience power outlets as required by the Customer. _ 71 (3'l Figure 3-9 Console Cabinet Connector - IEC 60309 Outlet CAUTION Do not install this power outlet directly behind the Console Cabinet. 3.2.4 CABLE CONTAINMENT Cable route must be shorter than the maximum cable length, 275 [9'-0"] at each end for connection and service. Reference to Figure 2-8 Component Interconnection and Cable References and Table 2-5 TrueBeamNitalBeam System Cables for maximum lengths and color code. Table 3-3 Minimum Recommended Containment Sizes Minimum Conduit Conduit Cable Id Quantity Start Finish Size 0 3 T03 - Modulator 3 TOI - Stand T14 - Console Cabinet I T17 - Console DKB I T14 - Console Cabinet T20 - Optical Imaging Camera E't T07 - In-Room Monitor (up to x2) I T17Console DKB - T16 -System Monitors T14 - Console Cabinet TI 8- CCTV Monitor (?] F3, I T13-MCB G 1 T13 - MCB T03 - Modulator H I T05-RJB TOI - Stand I .. 2 J I TI 7 - Console DKB T08 - Microphone 32mm [1.25"] K 1 TI4 - Console Cabinet TIO - Live View Camera L 2 T17 - Console DKB TI I - Speaker M 2 (up to x6) T09 - CCTV Camera T18 - CCTV Monitor 25mm [1"] N I T12 - USB Hub, Treatment Room T14 - Console Cabinet 0 1 T19 - Printer P 1 T15 - IEC Outlet Customer _________ ________ T13 - MCB Q 1 T03 - Modulator Specified The above, information is the minimum conduit size required to contain the cables and provide separation requirements for functional operation. Other containment options are acceptable to achieve these system interconnections in existing or new installations, the planning department can offer more information on these options. To optimize the cable containment between the control and treatment room larger conduits can be used to group cables together. Cable Runs J, K, L, M, and N may be consolidated into (1) 50mm [2"] and (1) 75mm [3"]. Cable Runs B, C, 0, E, J, K, L, M, and N may terminate at a common location in the control area prior to going to their final location. Cable Runs F1, F2, F3, and 0 may be bundled together and run below the counter top, it is recommended to provide a wire management system for cable protection and aesthetics. Figure 3-10 Containment Identification 3.2.5 EMERGENCY AND SAFETY DEVICES To meet safety regulations, the following customer-provided safety device systems must be installed per the customer's Radiation Safety Officer and to comply with regional regulatory agencies requirements. 3.2.5.1 WARNING LIGHTS System warning lights are required inside and outside the treatment room to indicate beam- on/beam-off conditions. They may be required to blink when the beam is on. Colored (usually red) lights must be placed such that one is visible from any point in the treatment room. Each of the five Warning Light circuits has a maximum incandescent lamp load of 60 watts. If a greater load is required, these circuits can be used to control separate, customer-provided relays. LED fixtures are acceptable, fluorescent fixtures are not allowed. Table 3-4 Warning Lights Beam "READY' Light Illuminates to show the MV system has no open interlocks and is ready to treat. Beam "ON" Light Illuminates during treatment beam (MV), mandatory. Minimum, one light located above the treatment room entry door. Beam 'OFF" Light Illuminates when the accelerator is not in a radiation-generating state, this is not a mandatory warning light. Generator "ON' Illuminated to show the KV system is ready to image the patient. Illuminates during imaging beam (KV), mandatory for accelerators with On- X-Ray "ON" Board Imaging. Minimum, one light located above the treatment room entry door. 3.2.5.2 DOOR INTERLOCK SWITCHES Safety door interlock switches are mandatory for all installations to ensure the room doors are closed during accelerator operation. Provide two normally open type switches, one 24VDC (1 mA typical load) and one 120 VAC (500 mA typical load) switch. O . For paired entry doors, a second set of door interlock switches (24VDC and I20VAC) is required to be wired in series. . For secondary neutron doors, a 24VDC switch should be independently wired to the neutron door inputs in the RJB. 3.2.5.3 EMERGENCY OFF SWITCHES Emergency-Off (EMO) switches remove power from the accelerator. There are EMO switches built into the accelerator Stand (x2), Couch (x2), Console (xl), and Modulator (x3). Additional, Customer-provided, EMO switches are required in the treatment room so one would not enter the primary beam to activate the switch. Locate switches to avoid inadvertent contact, such as by gurneys or carts. Provide an Allen-Bradley 800T-FX6AV or equivalent, two-pole, dry contact type with manual reset. Each switch shall be wired in series to two separate parallel circuits. The first contact shall be normally closed (NC) and make up the "safety loop." The second contact shall be normally open (NO) and include the "sensor loop." Up to (4) four switches can be identified by a Varian-provided, contractor-installed resistor across the "sensor loop" pole, see Section 4.5 or contact your PM or planning department for more information. Do not locate EMO switches in the primary beam path. 3.2.5.4 OPTIONAL SAFETY DEVICES The following optional safety devices are Customer-provided and installed. Table 3-5 Safety Devices. Light Curtain Optional sensing method to interlock the beam if it is activated. Last Man Out (LMO) A low voltage, timed switch used to control the Door Interlock system to ensure the treatment room is clear. Emergency Disconnect This is a single switch, mounted in the control area, regardless of machine mode, when activated it removed all power from the machine. 3.2.6 NETWORK (1) Network outlet next to the Console Cabinet (T14) required, (3) additional outlets (recommended). Cat 5e cable (minimum), CAT 6 (recommended). Bandwidth 100Mbps, full duplex IOOBASE-T (minimum), lGbitls or higher (recommended). The RJ-45 jack must meet TlNElA-568-A wiring pattern. Varian recommends isolating the Oncology domain from the Enterprise Network. The Console Cabinet (T14) requires a static IP address. Some options require Wi-Fl connectivity in the treatment room for functionality, contact the Varian PM. Refer to Varian network configuration guide - MICAP, contact Varian PM for document details. 3.2.7 ROOM LIGHTING Main room lights are used for general illumination and room maintenance. Typically, the main room lights can be controlled (on/off) from the equipment during patient setup through voltage free contacts located in the RJB (T05). Setup lights are normally dimmable fixtures that allow the intensity to be adjusted by the therapists, while aligning the patient to the laser lights. The setup lights are typically located above and to either side of the couch's longitudinal axis. Their control is independent of the equipment. Room lighting can be configured in many ways as defined by the customer's requirements. Contact Varian Planning for more details. O Provide 120 VAC (typical 601-1z) or 240 VAC (typical 501-1z) 20 amps maximum power for lighting, laser positioning lights, and warning lights to the Relay Junction Box. 277 VAC lighting is acceptable but will require that the remaining items be on a separate circuit. Lighting, lasers, and warning lights may each be on separate circuits. tHrS4 3.2.8 DEDICATED EARTHING\GROUND REQUIREMENTS The TrueBeamNitalBeam accelerator requires two Ground or Earthing circuits. The first circuit is part of the main power supply and provides grounding for the TrueBeamNital Beam Accelerators major system components: The Gantry/Stand, the Modulator, and the Console Cabinet. The minimum size of the copper wire Ground/Earthing conductor shall meet or exceed local code requirements and be equal in size (Parity-Sized) to the supply/power conductors. Ground equipment through the "Hospital Grid System." The equipment is sensitive to electrolysis from water pipe grounding. Ground/Earthing conductor must be equal in size (Parity-Sized) to the supply/power t CAUTION conductors but, no smaller than 16mm2 [#6 AWG]. . . Do not use water supply piping for ground. The second grounding circuit is for wall- and ceiling-mounted TrueBeamNitalBeam accessory components located at or below 250 [8'-2 1/2"] from the finished floor. The Contractor shall install a Ground/Earthing wire from each of the components listed below to the to the facility's main ground, as noted above. This grounding system provides compliance with IEC 60101 and -01. These earth cable can be combined with the cable runs outlined in 3.2.4 cable containment. Figure 3-4 Ground/Earthing Conductor Diagram 3.3 PLUMBING Table 3-6 Coolant Requirements and Water Heat Loads Coolant flow (Ideal) 18'C. at 15 LPM [65° F. at 4 GPM] Flow range 10 -23 LPM [3- 6 GPM] Incoming coolant temperature Range 10-25° C [50 - 75°F] Glycol content of coolant Not to exceed 50% Minimum operational heat load (Required, 24 hours) 2 kW (6,830 Btu/hr) On (No Mode) State coolant heat load. 10 kW (34,152 Btu/hr) Ready/Energy Select State coolant heat load. 12.5 kW (42,690 Btu/hr) Normal treatment cycle coolant heat load. 13.3 kW (45,422 Btu/hr) Maximum coolant heat load, (Beam-ON) 25 kW (85,379 Btu/hr) The pressure differential between the inlet and outlet fittings at the TrueBeam Stand. Adjusted to between 0.7 kg/cm2 and 1.7 kg/cm2 @ 11.4— 18.9 LPM [10 PSI and 24 PSI @ 3.0 - 5.0 GPM], respectively (while in the Ready State) Pressure drop through the TrueBeam. 1.7 kg/cm2 [24 PSI] (under maximum heat load conditions) Average water temperature rise during Beam-On, Standby, and Ready States (w/closed bypass valve). 15 C [27 F] 72 64 56 48 1 32 24 16 8 n - 5 10 I5 20 25 30 18 16 14 12 10 ii F II I I I II I 35 40 45 50 55 60 65 70 75 80 85 90 INPUT TEMPERATURE (Degrees In Celsius) INPUT TEMPERATURE (Degrees in Fahrenheit) Figure 3-5 Minimum Coolant Flow Requirements Typical incoming coolant temperature range, if lower temperatures are used, a psychrometric chart must be consulted to determine the dew point in the facility. If ? CAUTION the Inlet temperature is below this dew point condensation could form resulting in equipment damage. 3.3.1 CHILLED WATER The cooling water requirement can be satisfied with a Closed-Loop system (Dedicated Chiller Unit or Central Plant Chilled Water) or a One-Pass system (Domestic "City" Water). Chilled water supply must not exceed 6.9 Bar (100 PSI), controlled by a regulator (A) Terminate piping with isolation valves (C) and a 1" FNPT (D). An optional machine bypass valve (G) may be installed. Provide a minimum of one flow meter (B) on supply or return line to monitor flow rate. Copper piping is recommended, a filter/strainer should be installed for dissimilar metals. Piping should not run directly above the accelerator or modulator. A Varian-provided, Contractor-installed flexible hose kit is used to connect the piping to the accelerator. A bypass valve is located inside the system stand (E). this valve is open for Closed-Loop systems and closed for One-Pass systems. A modulating control valve (F) is located inside the system stand (E) maintains an internal coolant loop temperature of 40°C [104°F]. Customer Responsibility I Varian Responsibility Figure 3-6 Cooling Schematic O If a Closed-Loop system is designed with domestic water backup, it is recommended to provide a means to notify the user that the accelerator bypass valve should be closed in the event emergency backup One-Pass system is used. 3.3.2 COOLING WATER QUALITY External cooling water can be supplied from a centralized plant or Closed-Loop system this is the preferred solution. The option of a One-Pass (city water) can be integrated using bypass values as a backup only. The design could also be a combination of methods to provide greater resilience and redundancy to the final solution, this detail design would be the responsibility of the local contractor. Table 3-7 Minimum Coolant Water Quality Base Quality Clean clear, non-turbid, waterac. It should be treated with inhibitor in a Closed-Loop systemb Values for One-Pass (city water) cooling shown in () Value Units Pathogens . Nil - Heterotrophic plate count (HPC) <100 cfu/ml Acidity 7.5 - 10 (7.0-9.0) pH Electrical conductivity >2000d (>250) PS/cm Total Dissolved Solids >1300d (160) Mg/L Total Chlorides as Cl >150 (>50) Mg/L Total Hardness as CaCO2 >150 (>75) Mg/L City water is intended solely as a backup supply and is not recommended for permanent use as the external coolant source. Facility Water is preferred for permanent use as the external coolant source. Experience has shown that some local potable water supplies have caused excessive corrosion and frequent replacement of the internal heat exchanger. Facility Water has higher conductivity and total dissolved solids limits because added corrosion inhibitors would raise these control measures. In a small percentage of systems, the conductivity could be lower based on the type of corrosion inhibitor used. For systems where, soft water or purified water is used for makeup, lower total hardness is acceptable if there is sufficient corrosion inhibitor in the system. When glycol is added to external facility water, propylene glycol is preferred (due to its better environmental safety record compared to other glycols) at a strength not to exceed 50% by volume (v/v). External water (from city or facility) will require secondary disinfection (i.e., in addition to any bleach/chlorine/chloramine reserve present) to avoid biofilm formation in the Accelerator's heat exchanger. Seek advice from a water treatment professional. O The water coolant specification in this section does not apply to the Accelerator's internal coolant water loop. Contact the Varian Help Desk at 1-(888)-Varian5 (827-4265) for information. 3.4 VENTILATION Accelerators will produce detectable levels of ozone under certain conditions. Four to six air changes per hour are normally required to maintain undetectable levels, normal ventilation typically accomplishes this. Fresh-air should be used as part of the design. Provide positive air pressure in the vault to assist in holding swing-type doors closed. Ambient temperature range - 16° to 27°C [60° to 80°F]. Humidity range - 30% to 75% Relative Humidity, Non-condensing. Maximum allowable temperature shift of the Imager from time of calibration to time of treatment - +1-2.0°C [+/-3.6°F] Applies to the Stereotactic Optical Imager only. Treatment Room air changes require to clear ozone —4 to 6 per hour mm, check local regulations. Maintain a minimum ventilation space above the modulator of 10 [4"] CAUTION Do not route ducts directly over the accelerator or though ceiling mounted camera _______ locations. Table 3-8 Stand Heat Load Stand (TOI) - (Treatment room) TrueBeamNitalBeam Condition kW BTU/Hr During Ready and Beam-On States 7.25 24,760 During No Mode State. 1.5 5,119 During Power Save State. 1.0 3,413 Table 3-9 Modulator Heat Load Modulator (T03) Modulator Condition kW BTU/Hr During Beam-On State 5.25 17,930 During other States 0.5 1,707 Table 3-10 Console Cabinet Heat Load Console Cabinet (T14) (Control Room) Description kW BTU/Hr Control Console Cabinet 0.75 2,560 Optional ARIA work station and monitor 0.5 1,707 3.5 VIBRATION The TrueBeam/VitalBeam is susceptible to vibration, creating self-resonance in the 2 - 10 Hertz range. Most installations are at or below grade so vibration is normally not an issue. Equipment locations that should be considered in the overall design; large compressors or generators, elevators, and train lines. The total allowable patient-field position error is specified as 0.1 mm (100 micron) zero-to-peak. Contact your Varian Regional Site Planner for more information on assessing site-specific situations. 3.6 ACOUSTIC There are no recognized acoustical standards for therapy rooms. The primary sound source on TrueBeamNitalBeam systems is the Modulator Cabinet. Varian has encountered no acoustical problems when the Modulator is located in the treatment room. The patients are in the room for a very short time and observations indicate that some seem reassured by the changing sound levels as the machine goes through its cycles. If noise is a concern, the use of acoustically absorbent materials is recommended. The Modulator Cabinet can be located outside the treatment room. Access for service and safety must be considered along with the cooling requirements and cable lengths. Table 3-11 Acoustic Levels Location ID Condition dB Stand - (Treatment room) TOI @ isocenter during Ready and Beam-On States 64 Modulator T03 During Beam-On State @1 m 70 Console Cabinet T14 Control Console Cabinet @ I m 53 Isocenter - Beam-On State 61 3.7 FINISHES 3.7.1 FLOORING The TrueBeamNitalBeam system contains electronic components that are sensitive to electrostatic discharge (ESD). Vinyl composite tile (VCT) or vinyl sheet goods (VSG) flooring in the treatment room and control area must be considered 'static dissipative" as outlined in EOS/ESD S7.1 and ANSI/ESD S20.20 or equivalent. . Resistance in the range of IM - I000M Ohms [10e6 - 10e9] Carpet can make gurney movement difficult. In addition, liquids and stains on carpeting can be difficult to clean, thereby posing an infection control risk. However, if carpet is selected, the electrostatic propensity must not exceed a 2.0 kV rating at 20% relative humidity when measured as outlined by the methods in AATCC-134 or equivalent. Whatever flooring type is selected, consideration must be given to the infection control regimen, to ensure that the static dissipative properties remain intact over time. It is recommended that the final floor covering be installed before the equipment delivered, refer to Section 4.6. 3.7.2 CEILING There is no finished ceiling type specification. However, experience has shown the benefit of a 60 x 120 [24" x 48"] or 60 x 60 [24" x 24"] lay-in acoustical ceiling tile. Among its benefits are easy access to above ceiling structures/systems and cables, low repair and modification cost, acoustical attenuation, and the aesthetic benefits of modern ceiling grids and tiles. The ceiling grid layout must take into consideration the location of the overhead laser and the mounting posts for IRM and camera systems. If a solid ceiling is used, provide an access panel with adequate space for service as required. To allow for rigging, assembly, and operational clearances the finish floor to finish ceiling clearance height should not fall below the minimum. Ceiling heights outside this zone may be lower, verify with local codes. See Figure 3-2 for additional information. 3.7.3 ACCESSORIES It's recommended that custom cabinetry be built to store accessories for the accelerator and patient immobilization devices. Due to differences in treatment practices, the exact quantity and types of accessories varies with each site, refer to your Varian PM and verify requirements and storage preferences with the Customer. 3.7.4 FIRE PROTECTION Sprinklers inside the treatment room are discouraged. Their discharge or inadvertent leakage into the couch pit or into the Stand generate expensive repairs with extended shut-downs. Some jurisdictions allow substitution of Type I construction for fire protection. Detectors are strongly recommended and normally adequate if a type "C" fire extinguisher is available in the treatment room. Heat detectors or photo-electric smoke detectors are preferred because ionization-type detectors can, under certain circumstances, give false alarms. If fire sprinklers are required by local authorities, sprinkler heads should not be located above the equipment. A system, valved and controlled by the smoke detector (dry pre-action) can be incorporated so that sprinklers are wet only upon specific need. Semi- or fully recessed, high-temperature heads are recommended in wet systems. The safety of non-ambulatory patients should be reviewed if a chemical system is considered. Verify all regional regulatory code requirements. 4 PROJECT MANAGEMENT 4.1 RESPONSIBILITIES All pre-installation dates and considerations are individually scheduled by the Varian Project Manager, based on agreement between the customer and project manager and communications with Varian Planning and Sales. The Project Manager will engage the customer with regular communications throughout all phases of the project. In addition, the Project Manager typically performs site visits to help answer questions and observe construction progress. Site visits are commonly held for the Initial Site Meeting/Project Kick-off, the BaseFrame Pre-Installation Inspection or the BaseFrame installation, and the Construction Completion/Pre-Installation Final Inspection. This final visit typically occurs 7- 10 days prior to the RIG date to verify 100% completion as defined by the lrueBeamNitalBeam Final Checklist. = Critical STOP/GO Inspections X = Approximate install dates to suit customer program Task (Estimated weeks) 1 ... 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 Place machine order X Design/Construction (varies) BF Pre-installation Inspection - - - - - BaseFrame Installation (1 D) X Concrete setting time MCB and RJB delivered P1K delivered Pre-Installation Inspection Machine delivery X Machine RIG X System Installation Machine acceptance I I I I I 4.2 OBJECTIVES The items listed below must be completed before the Final Inspection from Varian can be performed and the equipment released for delivery. Varian's installation timeline is based off all these items being completed as a minimum at this Inspection. A complete "Varian Accelerator Pre-Installation checklist" can be provided by the Varian PM. Varian work area is finished to a clinical standard, dust free with no other trades having access. The area shall be isolated from any other construction area with a solid barrier. The customer has applied for obtained and signed all licences and approvals required for this installation. A clear rig path exists - ensure all clearances and load bearing from the unloading/staging area to the vault meet the minimum requirements. High speed internet access, live hospital network with record and verify system available. MICAP survey has been completed and submitted. Permanent power is live and in-place. All electrical requirements are completed including, conduits, wiring, circuit breakers and power conditioners. Chilled water supply at the accelerator, tested and fully operational. All safety related items are installed and connected. Treatment and control room HVAC system is tested and fully operational. Flooring and casework has been completed or prepared as previously agreed. 4.3 BASEFRAME INSTALLATION Sub Project No. I This document's primary purpose is to provide an overview of the roles and responsibilities of Varian and the Customers appointed contractors during the installation. It should be read in conjunction with the PPG-HT. If you have any doubts then ask the Varian PM for clarification. Task Name Varian BaseFrame Installation Task Overview To deliver, level, anchor, shutter/formwork and pour mass concrete to complete the installation of the accelerator BaseFrame. Prerequisites BaseFrame pit must be set and matured, per the site-specific drawings (SSD). Treatment room must be water tight The floor around the isocenter must be level per Section 3.1.1 of the PPG. The BaseFrame install must be a month before machine delivery Power and lighting must be available in the room Isocenter must be known and the finished floor level defined. Approved delivery path must be available Customer Sub-contractors must be available. Seismic calculations and fixings available (If required) Responsibilities Task Varian Customer Organize delivery date X X Seismic calculations and anchors as required X Suitability of pit base to support machine X Provide suitable delivery route X Inspect delivery route, treatment room & pit. X Deliver BaseFrame, unpack & move to treatment X X room. Mark the isocenter & finished floor level (FFL) X project the isocenter lines up the wall 1.5M (59") Establish the high point of the floor to FFL. X Level and anchor the frame into the pit X Install seismic anchors (if required) X Weld seismic brackets on to the BaseFrame (if X required) Build Shutter/formwork per the SSD X Back fill with concrete, do not vibrate. X Re-check BaseFrame level X Disposal of Varian packaging X Duration 2 days Customer Single phase power and light to treatment room Supplied Carpentry contractor for shuttering or formwork plus material required Resources & Concrete/grout contractor to install concrete/grout of spec - Materials C30, Slump 80 (consist S3-54) - aggregate 10mm - 1.2m2 2000psi, 6-7" slump, 3/8" aggregate - 1. 2 Yds3 Welding contractor for seismic brackets plus approved anchors. Results BaseFrame installed to meet level and alignment specification with no grout/concrete contamination of the mounting pads, turntable tub, or ducts. All Varian packing removed from site. Acceptance Acceptance document filled in by Varian and returned - RIG-BF. 4.4 MCB AND RJB Sub Project No. 2 This document's primary purpose is to provide an overview of the roles and responsibilities of Varian and the Customers appointed contractors during the installation. It should be read in conjunction with the PPG-HT. If you have any doubts then ask the Varian PM for clarification. Task Name Main Connection Panel (MCB) and Relay Junction Box (RJB) Task Overview To accept delivery of Varian-provided MCB panel and lEC outlet (if supplied) and RJB, install them in their final position and connect the incoming supply and room interface cables. Note - If the customer or contractor wishes to build or use another MCB then this needs to be agreed with the Varian PM in advance. Prerequisites Treatment room must be water tight. Site specific drawings (SSD) for location of MCB & RJB Isolated power source available Mains incoming wire installed. Dedicated earth termination bar installed Responsibilities Task Varian Customer Organize delivery date X X Unpack RJB and MCB (if supplied) X Install the RJB, MCB, and IEC outlet per X the SSD Install cable containment X Connect to isolated incoming source X Install power toconsole cabinet per PPG X Wire peripherals to RJB X Testing as defined by Varian and local X regulations Dispose of Varian packing X Duration Customer defined Customer General contractor to unbox and mount the MCB and RJB, using Supplied appropriate mounting hardware Resources & Electrical contractor to connect the incoming power and peripherals. Materials Materials for installing, containment, interconnection and finishing. Materials for console power connection per PPG Results MCB and RJB installed, incoming power supply connected and power supply cable ready for connection to Modulator. lEG Outlet installed near the Console Cabinet and wired to the MCB. Acceptance None 4.5 PRE-INSTALLATION KIT (P1K) Sub Project No. 3 This document's primary purpose is to provide an overview of the roles and responsibilities of Varian and the Customers appointed contractors during the installation. It should be read in conjunction with the PPG-HT. If you have any doubts then ask the Varian PM for clarification. Task Name Installation of the Pre-Installation Kit (P1K) Task Overview To take receipt of the Varian provided P1K, assemble components and install them in their final position. Prerequisites Organize delivery date BaseFrame installed and accepted Ceiling height defined isocenter lines marked on walls for laser plates Site specific plans available for component locations Cable containment installed Disposal of Varian packaging Responsibilities Task Varian Customer Organize delivery date for P1K X X Install Console Cabinet floor bracket X Install laser mounting plates to wall and ceiling X Install CCTV brackets onto the wall X Install speakers onto the wall X Install optical imager camera plate and post X Install In room monitor plate and post(s) X Install identification resistors into EMO switches X Provide cable containment end to end distances X and install pull string Duration 1-2 Days dependent on options Customer Electrical contractor for running cables. Supplied Mounting hardware for Console Cabinet positioning bracket. Resources & Mounting hardware for Optical Imaging camera and IRM ceiling Materials mounting plate. Mounting hardware for Laser mounting plates Results All Varian-provided mounting plates and brackets installed. Posts configured to meet height requirements of ceiling grid. Acceptance Inspected by Varian Project Manager, Pre-Installation check list 4.6 DELIVERY AND RIG Sub Project No. 4 This document's primary purpose is to provide an overview of the roles and responsibilities of Varian and the Customers appointed contractors during the installation. It should be read in conjunction with the PPG-HT. If you have any doubts then ask the Varian PM for clarification. Task Name RIG Task Overview Installation of the Machine and Peripherals Prerequisites Sub-projects 1 —3 completed Drawer wires in thb conduits Storage locations for spares and accessories Power cable (customer supplied) in modulator pull box Electrical supply available, lockout tag of electrical supply. Network available _point Responsibilities Task Varian Customer Organize delivery date for system X X Risk assessments and method statements X Conned off area for delivery truck X Ensure delivery route is suitable for RIG X Lay floor protection internally X X Unload/Unpack system and move into the room X Install machine X Connect power X Connect cooling X Commissioning supplied peripherals X Return transportation metal work X Duration 5 Days• Customer Supplied Resources & Materials Access to site for out of hours working. Contractors to connect power and water Results Machine delivered and installed Acceptance Inspected by RIG contractor and PM - RIG-HT 4.7 CUSTOMER ACCEPTANCE AND SAFETY Sub Project No. 5 This document's primary purpose is to provide an overview of the roles and responsibilities of Varian and the Customers appointed contractors during the installation. It should be read in conjunction with the PPG-HT. If you have any doubts then ask the Varian PM for clarification. Task Name Safety and Radiation Surveys Task Overview Installation of the Machine and Peripherals Prerequisites All services fully working and commissioned. Machine installed and commissioned Room clinically ready. Responsibilities Task Varian Customer Arrange date for IPA X Perform IPA X X Critical Exam (safety interlocks etc. Europe). X Failure correction X Radiation survey (Room shielding) X Duration I Day Customer Supplied Resources & Materials RPA or physicist availability Radiation meter, Neutron meter Water tank and CCI3 chambers or equivalent Dosimetry equipment and chambers Results Passed IPA - Passed Radiation survey and Critical Exam. Acceptance Inspected by Installer and customer - IPA-HT APPENDIX A SHIPPING AND RIGGING INFORMATION BOX SIZES AND WEIGHTS Description Metric Imperial Kg H W D Lb H W D• Gantry 4980 295 157 224 10960 116 62 88 Stand 1868 165 150 224 4119 65 59 88 Counterweight 2782 117 114 163 6134 46 45 64 Modulator 1061 150 109 224 2339 59 43 88 Mold Kit 56 71 71 56 118 28 28 22 2 in I Console Cabinet 470 124 107 185 1036 49 42 73 Box Generator 139 119 69 74 306 47 27 29 Covers-1/3 249 196 119 185 548 77 47 73 Covers-2/3 126 127 112 152 279 50 44 60 Covers - 3/3 256 259 86 145 564 102 34 57 Box AA 272 122 122 114 600 48 48 45 Box BB, BMLI, DD 121 135 94 81 267 53 37 32 Box 85 135 94 81 187 53 37 32 Box CC 136 135 94 81 300 53 37 32 Box 116 145 102 66 257 57 40 26 Box 48 81 81 66 106 32 32 26 Box EE, BML2 22 109 28 48 47 43 11 19 2 COMPONENT SIZES AND WEIGHTS 2-1 Standard Shipping Configuration Dimensions Weight 5748 Kg [12671 Lb] 2.2 Tracking Route for standard Configuration l Optional "Factory Break" Shipping Configuration Stand Weight 1470 Kg [3240 Lb] Gantry Weight 4278 Kg [9431 Lb] 183 [6'-O"j Tracking route for "Factory Beak Configuration. VARTAN medical system. Designers' Desk Reference TrueBeam Traditional Edition DOC. #: DDR-HT-P P/N: 100047822-18 VOL. 14, No.3 TiveBeam Traditional Edition Typical Room Isometric View 2.2 Typical Room Isometric View Exposed grid ceilings allow for access to the overhead laser and relay junction box without the use of access doors. Major service at the equipment Stand Is simplified where there are removable ceiling tiles. Coordinate the layout of ceiling tile to ensure that ceiling support system shall not Interfere with overhead laser positioning light beam port HVAC Duct Isocenter- This is the primary reference point for Varian equipment. Show the Isocenter location clearly on all relevant drawings. Maintain the Isocenter location on site by extending perpendicular axis lines along slab and up walls In at four directions. The standard Isocenter height for TrueBeam Is 4-3" (12S) In-Room Monitors provide important patient setup information to the Therapist. For installation details, see Chapter 3. Optical Ia camera ai This Is the primary am beam shieldin Bulk and shell storage are required for Varian accessories and various materials used for therapy. The Varlan-supplied Accessories include / Electron Applicators (cones), lNedges, and other held-defining devices. Provide beam-on and x-ray on warning lights In the treatment room, and over the door, or at eye level adjacent to the door outside the treatment room. They are usually located adjacent to the emergency-off switches. , They indicate beam-on condition and may be required to blink when the beam Is on. Verity local requirements with regional regulatory agencies. Provide emergency-off switches in room (normally closed type, manual reset). In addition lathe switches required as part of the room. emergency-off devices are built Into the T,ueBeam Stand and Couch. _... Console and at the TnieBeam Modulator. Adequate switches mast be provided In lrueBeam rooms so that one need not peas through the primary beam to disable the TrueBeam. Do not locate emergency-off switches In primary beam. Locate switches to avoid inadvertent contact. such as by gumeys or carts. Verity at requirements with regional regulatory agencies. This is the secondary shielding. Modulator Cabinet A Sink with running hot and cold water Is highly recommended In Accelerator rooms. A hose spigot is necessary to till the water phantom, and a draIn Is necessary to service the TnzeBeam's internal cooling system and drain the water phen Line of Floor drains and floor sinks should not be located In the Base a room to avoid possible backup Into the equipment floor Exact pit recesses. Do not run water tines directly above the - Door tORT Couch Accelerator components or control console. Switch Two-way verbal communication with the patient is required. The two speakers should be located as shown In Figure 3-18. Speakers can be Varnished with the TrueBeam system as an option. are Contractor4nstated, and Should be Installed per the and x-ray on lights. manufacturer's instructions. See section 3.5.3 for additional Information. Emergency-off switches. The patient's position on the Couch is fixed by body markings that are aligned with "cross hairs" cast by the laser lights. Two wall laser positioning lights at Isocenter height, a ceiling laser and the sagittal laser are powered by a common cIrcuit controlled eta the user interface in the Control Room or Couch Pendant or Couch Side Panels, through a relay. Lasers are usually distributed and Installed, at the Customer's option, by Varian. The Customer is responsible for verification or laser types and mounting configurations. Provide a dimmer switch for set-up tights. uxw-o This switch Is used to adjust the illumination level of the set-up lights so that they are dim enough for clear visibility of the lasers, but bright enough for sale movement through the room. The layouts shown on DDR drawings represent typical plans only. Clearances and wall thickness may vary. Figure 2-1 Typical Room Isometric View Chapter 2 General System Information - -. 2-5 TnieBeam Traditional Edition Typical Room Configuration 2.3 Typical Room Configuration Provide a minimum 44' nT-c. (121902134) dear opening Asink with running hot and cold water is highly recommended In The In.Roorn Monitor should be located where for eqorpreent clearance at radiation shielded entrance doors TrueBeam roams.A hose spigot is necessary to fill the water phantom the operator can observe it without leering away to treatment rooms, This clearance allows proper access for and a chainis necessary to service the Truetheanys Internal cooling from either the machine or patient On the couch. rigging Varian equipment system and drain the water phantom. Floor drains and floor sinks The monitor provides Information daring patient should not be located In the room to avoid possible backup Into the setup and ft is unsafe to turn away from the patient The amount and type olstrieldlng on treatment room equipment floor recesses, Do not run water lines atrocity above the while the machine In moving and the patient hi on Extent or primary boast The total beam angle In entrance doors have varying requirement, basedon N Truetheem components or control console, the coach, The In-Roam Monitor maybe mounted :IL 28 degrees (14 degrees cotter side olisocenler). the presence and length of the maze, and the energy of the TrunBearn. Generally. low energy Accelerators In Room Keyboard, Store In securable on a ceiling, or shelL 00 not locate the lrr-iitnom Monitor in the primary beam P Primary barrier shielding should extend a minimum will —Ire wood doom with a lead com location when not In use. / ,_.-1'-O (305) beyond edge of the primary bears, 00 net locale sensitive electronic equipment (for example. In Room Manlier) In the primary beam path. Control equipment casework There are no recognized acoustical standards for therapy worrm, The primary sound source on dual energy, TrueBeam system is the Modulator Cabinet, Varfan has met no acoustical problems s-ties the Modulator Is located in the treatment rocirt, The patients are In the room for a very short time and some seem reassured by the changing sound levels as the machine goes through is cycles. Noise Is concern, however, s-lien the Modulator \_ Cabinet islocated next tetherapists or others who \ 11 are exposed toll often. Placing ng the Modulator u LI Printery beam, Modulator nearby closet Is acceptable. Consult with the Customer regarding preferred location. Theses of I shielding. I Cabinet acoustically, absorbent materials isrecommcd, Is-Room Monitor This is the recommended dimension to concrete I - / for typical procedures. Recommended face of dimensions assume up toG" (152)01 (3048] tuni Approximately 1&Z (5029) [sweaterio'-o. _concrete to wet distance may be required at one side of Couch, Consult Customer. with -0* (1 731 09 This dbnesslnn is provided for illustrative purposes - - only.Actual dimensions will vary with shielding requirements and construction practices. zz_d ".' _ 10-O I _k 01 I This is the recommended dimension to concrete. Recommended face of concrete dimensions assume uptoc.(152) ofwafllllrdng. Line Baaeframe pit I i The patient's position on the Couch is toed by body murldngs that are aligned with 'cross hairs' cast by laser fights, Two will laser positioning tights I at ISocenler height a ceiling laser and the sagital laser are powered by a common dmuil cochoiled via the user interface In the Control Room or Couch - Pendant or Couch Side Pannhs, through a relay. - - Lasers are usually distributed and instated, at the Customers option, by Varian. The Customer is - 2-0" [610) L3810J 25'-li \ I mounting configuration. responsible for verification of laser types and The two side laser positioning tights are located on the side wags atlsocester height. (7772] operation. Dual Energy Accelerators usually require steel doom with a lend and berated potyethyt000 '. core and motorized operation. Specific door shielding requirements are dependent on maze and shIelding configuration. See typical minimum suggested door shielding. Verbal communication with the patient Is required The two speaker, should be located as shown in Figure 3-18,-'., The TrueBeam Couch with IGRT Couch Top Is standard with the - Truethearn. The maohmnarn Coach Are clearance is 8-9' (2667)- recommended The minimum required Couch Arc clearance is 7'-ll' (2413). The minimum Couch Arc clearance I, 6'-Z' (1880). The recommended couch arc clearance allures complete rotation orthe Couch at is maximum radius (retracted). obstructions Inside the minimum required couch arc are unacceptable. Howeve% obstructions between the minimum required coach arc and the minImum couch are maybe acceptable provided they are reviewed and approved by Italian and the Customer. In specific situations. such as dynastic stereotauticlreatzrrent, a larger area may be required. Verily adequate equipment access room and around t The sagtital laser positioning light is located on the w511' at the end 01 the longitudinal couch axis. Unlike the side lasers, which are at maceste, height the sagitlal loner is typically mounted at a loner output height of 7-6' (2286) above the floor. Line View careers. This special radiation-hardened CCTV camaro is irhulan-furninhed, Contractor-installed. For — Installation details, see Figure 3.15. Isocenter-This is the primary reference point for Vedan equipment, Show the isocenter location dearly on all relevant drawvrge. Maintain—' the isocenter location on site by extending perpendicular alas lines along stab and up wale in all four directions. The standard Inoceoler height for Truefleam is 4.3" (1295). Seconder shielding. Customer-provided casework for ututfng accelerator accessories. See Figure 5-5 for suggested storage details. u0004-5 The layouts shown on DOR drawings represent typical plane onIy Clearances and wall thickness may vary. This dimension is provided far Illustrative purposes only. This is the recommended dimension to concrete. Actual dimensions will vary with shielding requirements Recommended face of concrete dimensions assume and construcilas practices. uptoc.(150) of wag furring. Figure 2.2 Typical Room Plan View Chapter 2 General System Information 24 TrueB earn Traditional Edition Typical Room Configuration MUM To reduce radiation exposure outside room, air handling ducts should enterlexit the room through penetration(s) above the maze door. The ducts should be placed as high as possible in order to minimize radiation exposure to occupied space. The ducts should be designed to ninimize the area of penetration through the welL In most cases, duct shielding will not be required, provided the duct design conforms to this criteria. Clear space should be left around the duct (outside the treatment room) for shielding retrofit, in case the post installation radiation survey 'indicates a requirement. Penetration. Induding ducts, directly, Into the treatment room should be avoided. For no-maze treatment rooms, duct design and shielding must be addressed by the Physicist of Record. I If possible, provide two 4' (100) conduits tight For safely reasons, locale to the ceding, adjacent to the mechanical duct monitors such that the opening, to facilitate cable access for future therapist doesn't need to room renovations. Review all vault penetrations look away from the patient with the Physicist of Record. to view the monitors. For 's.. mounting details. see 's. Section 3.4.2. I II (991) The ceiling height recommendation II (2286) II I II I ;; -; —45---. shown at the equipment applies to the ares over the TrueBeam II I II I I I Mm. and Gantry. The calling height may (2438) be lowered as desired in the reminder nf the mom and meze. I This is the recommended (1803) height above the finish floor. isocenter - This is the primary reference point for 6'-7'- Varian equipment. Show the isocenter location o - dearly on all relevant drawings. Maintain the (2007) Isocenter location on site by extending perpendicular axis lines along slab and up walls In all four directions. The standard isocenter height forTrueSeam is 4-3' (1295). The layouts shown on ODR drawings represent typical plans only. Clearances and wall thickness may vary. Exposed grid ceilings allow for access 10 the overhead laser and relay junction box without the use of access doom. Major service at the equipment Stand Is simplified where there are removable calling tiles. Coordinate the layout This is the recommended minimum of ceiling tile 10 insure that ceiling support dear dimension to the ceiling over system shall not interfere with overhead laser the equipment Stand and Gantry. positioning light beam 1 ort. For information on the ceiling requirements, see section 5.6. This dimension is provided rning light . for planning purposes only. Actual dimensions will vary I isocenter. with shielding requirements and construction practices. 71 117.-8" (5385) I This is the recommended minimum dimension to (2743) concrete above. This. I dimension allows minimum ii —0" clearance for laser and (3353) I utilities above ceiling. 4'-3" I I I 1295 I I I MX003-1 A steal frame is used to anchor the TrueBeam Stand, Gantry and Couch to the facility. The frame Is Satin a recessed equipment pit, leveled (by Wrian), and held in place with grout. Baseframea are positively anchored to the slab to avoid floating during grout placement Witty, anchorage details with your Installation Project Manager office. Varian Information regarding pit design assumes aground floor installation. Upper floor installations require a thorough review by a qualified structural engineer. In typical installations. Baseframes for TrueBeams are not positively anchored sufficiently to accommodate seismic loads. All seismic anchoring is by the Customer. Sample seismic calculations end details of the preferred anchoring methods for TrueBeams are available from the Planning Department The sagitlal laser positioning light is located on the wall at the end of the longitudinal couch axis. Unlike the aide lasers, which are at isocenter height. the sagittal laser is typically mounted at loser output height of 74' (2286) above the floor. Optical Imaging Camera. Locale 74' (2286) from finished floor (F.F.) and the bracket at 6-7' (2007) from isocanter as shown. In-Room monitors locale The overhead Is as shown 7.0' above FF. is located directi Figure 2-3 Typical Room Section Chapter 2 General System Information 2-9 r"8'-9' [2667] 1 7'-11' [2413 6'-2" [1880] N ' 'I \ The recommended couch arc clearance allows complete rotation of the Couch at its maximum radius (retracted). Obstructions inside the minimum required couch arc are unacceptable. However, obstructions between the mlnlmwn required couch arc and the maximum couch are may be acceptable provided they are reviewed and approved by Varian and the Customer. In specific situations, such as dynamic slerealacticlreatmenl, a larger area may be required. The Modulator Cabinet may be located either In the TrueBaam room or remotely. Ventilation, acoustics, service provisions and cable length must be considered. The Modulator Cabinet has service panels at both sides and front. Provide 11'-0' (3353) clear space, side to side. For non-U.S. sites, verify electrical equipment service ctearnnce requirements with applicable local - code. Do not locat, this cabinet In the primary beam path. Modulater Cabinet 3-6" [1067] CLEAR Tt'ueBeam Traditional Edition Detail— Plan View 2.4 Detail - Plan View macenter - This Is the primary reference point for Varian equipment. Show the Isocanter location dearly on all relevant drawings. Maintain the Isocenter location on site by eatending perpendicular aids lines along slab and up watis In all lourdireclions. The standard Isocenter height for TrueBeam Is W.3'(1295). Minimum r.qulrsd Couch Arc - - - - — -r - - Extontof primary bearm The total beam angle is28 degrees (14 degrees either side of isoceeler). Primary X banter shielding should extend a minimum 1.0' (305) beyond edge ol the primary beanOo not locate sensitive - .) electronic equipment (far example, In Ream Monitor) in the primary beam path. This is the recommended minimum dear dimension from Isecenlerto the back finished wall. This minimum clearance allows for proper. - service, installation and air circulation. '11'-6"-_Thisisandnhnum I I [3505] clear dimension. i This is the recommended dimension to J 1 rrueeam Stand & Gantry face of concrete. This dimension anna 5p106'(152)ofwallfumng. [3810] in I I Face of finished wall. - - - This is the recommended ndnt,num dear distance 10.-011 to the side wall lariat couch relation. Provide adequate additional deernnce for side losers. [3048, This is the dimension from the isocenier to the target, which is the source 01 x-ray pmudionand is used tolocatethe [2946 primary beam spread. 3'3 3/8" [1000] This is the recommended dimension to face of concrete. This dimension assumes up (08' (152) of wall furring. The TruoBeam Couch with IGRT Couch Top is standard with the Tnja8nam. The mardniim Couch Arc clearance is 8-9' (2867)- recommended. The mInimum requIred Couch Arc clearance is F-Il' (2413). The minimum Couch Arc clearance is 6'-? (1880). Provide adequate clearance that is free of obstructions in the Face equipment service occess area. NOT TO SCALE MX008-6 Figure 2.4 Plan View Chapter 2 General System Information 2-11 TrueBeam Traditional Edition Detail— Elevations 2.5 Detail - Elevations - 1 '-9" (533) Extent of primary beam. The total beam angle Is 28 degrees (14 degrees either side of Isocenter). Primary banter shielding should extend a minimum 1-0 (305) beyond edge of the primary beam. Do net locate sensitive electronic equipment (for example. In Room Monitor) in the primary beam path. I Isocenter -This Is the primary reference point for Madan _______ equipment. Show the Isocenter location dourly on all relevant drawings. Maintain the Isocenter location on site by extending perpendicular axis bees along stab and up walls In all four directions. The standard loocenter height for TrueBeem Is 4-3 (1295). 8'.-5 3/8" (2574) 4- 10'-7" (3226) 6'-7"____ (2026) This is the recommended minimum deer dimension to the calling over the equipment Stand and Gantry. For information on the ceiling requirements. see section 5.8. TrueBeam Stand & Gantry I I ii 0" This is (he recommended minimum dimension to concrete above. This dimension ( 3353) allows minimum clearance for laser and utilities above (2743) TnjeBeam Couch with Coach Top 8'-6 1/8" (2593) Line ofBasebemeplt./ NOT TO SCALE MX012-3 Figure 2-5 Side Elevation - Chapter 2 General System Information 2-13 8J go—off (2743) 5119 TrueBeam Traditional Edition Detail - Elevations Exposed grid ceilings allow for access to the overhead laser and relay Junctic box without the use of access doors. Major service at the equipment Stand simplified where there are removable ceiling tiles. Coordinate the layout of ceiling tile to insure that ceiling suppoi system shall not interfere with overhe laser positioning light beam port. Isocenter - This Is the primary referen point for Varian equipment Show the isocenter location clearly on all releva drawings. Maintain the Isocenter local on site by extending perpendicular ax lines along slab and up walls In all IOu directions. The standard isocenter hel for the TrueBeam is 4-3" (1295). Line of Baseframe -- DO NOT SCALE Figure 2-6 Front Elevation MXO1 1-2 Chapter 2 General System Information 2-15 Shipping/Rigging Dimension Clearances TrueBeam Traditional Edition 2.6 Shipping/Rigging Dimension Clearances - - "-'-.4-... Plan The standard TrueBeam shipping configuration consists of a separated Stand and Gantry. 3'—B" --f ' (1118) This is the maximum dimension of the TrueBeam Gantry. In this configuration, the TrueBeam Stand and Gantry are separated, at Varian's factory, to reduce the rigging clearances required. V. (2667) 6' (1 Stand—' LGantry Elevation I Appropriate rolling equipment shall be provided by the rigger. A steel shipping pallet is provided by Varian. During installation, TrueBeam components must be stored in a secure area of about 250 square feet (23 square meters). DO NOT SCALE MX005-1 Figure 2-7 Shipping Configuration - Dimensions 2-16 Chapter 2 General System Information Tr,,Rpm TrndifinriI Pdifi,,n Shipping/Rigging Dimension Clearances Plan The standard TrueBeam shipping configuration is the separate Stand and Gantry. 4200 LBS 10300 LBS (1905 KG) (4672 KG) Strini try Elevation During installation, TrueBeam components must be stored in a secure area of DO NOT SCALE MX006-2 about 250 square feet (23 square meters). Figure 24 Shipping Configuration - Weights Chapter 2 General System Information 2-17 For duct access situations. I terminate a minimum I 18x3' deep (450x75) \ floor duct with two partitions Hold do'.vii anchor bolts are at the pull box. installed by Varian during the Baseframe Cable duct shall be installed installation. These and grounded per applicable I bolts are used electrical codes. Use standard. exclusively to load bearing cable duct with \ avoid movement removable cover. of the frame during grouting. They are / not seismic attachment anchors. -.4.- TrueBeam VEO Btseframe 0 1O-0 (3048) cavity shall be free of TrueBeam Traditional Edition Baseframe Cable Access Details The Couch Turntable Assembly and Stand Une of Baseframe pit. mounting pads shall be free of grout. Puttine of the equipment St II DO NOT SCALE MX067-2 Terminate cooling water supply and return lines at Baseframe pit with 1' (25) female NPT valves and plugs. Refer to the Baseframe Pit and Installation drawing for termination location. The customer/contractor will make the final connection from valves In Baseframe pit to valves in TrueBeam Stand using a Varian provided hose kit during TrueBeam installation.' A steel frame Is used to anchor the TrueBeam Stand. Gantry and Couch to the facility. The frame is set in a recessed equipment pit, leveled (byVarian), and held in place with grout. Baseframes are positively anchored to the slab to avoid floating during grout placement. Verify anchorage details with your Installation Project Manager office. Varian information regarding pit design assumes aground floor installation. Upper floor installations require a thorough review bye qualified structural engineer. In typical Installations. Baseframes for - TrueBeams are not positively anchored sufficiently to accommodate seismic loads. All seismic anchoring is by the Customer. Sample seismic calculations and details of the preferred anchoring methods for TrueBeams are available from the Planning Department. Verification of appropriate utility and cable access is the responsibility of the Customer. Selection of the appropriate cable access method is determined by site-specific conditions and Customer preference. The standard side access conduit details are appropriate for the majority of installations. those with sub-floor clearances of at least 24' (610). Alternate bottom access conduit details are Included for Installations with sub- floor clearances of at least 39' (991). Alternate duct access details are Included for installations with minimal sub-floor clearance. All conduits or cable ducts must be fully sealed and protected to keep them clean and dry. Figure 3-53 Alternate Conduit/Duct Cable Access Plan and Section at Pull Box Chapter 3 Facilities Requirements 3-63 Chapter 5 Finishes This layout is only valid for equipment delivery prior to August 2014 5.1 Casework Panel is typically contractor provided but may be included with the equipment order, contact your Region Planner to verify. Locate the panel in sight and within 10 feet (3048) of the - TnieBeam console control cabinet. The panel may be surface or semi- flush mounted. For semi-flush Installations, & (200) of the enclosure may be recessed in the wall. For mar( information, see Section 4.2.1.1. Provide at least two convenience TrueBeam Imaging Cabinet outlets above the counter. Also. provide at least one double duplex and two duplex outlets below the control counter. 4'-3 1/2- (1308) TrueBeam Control Cabinet Varian Medical Systems requires a single network cable outlet (RJ-45), and recommends The positioning bracket an additional three (3) outlets, within 3'( (914) is Varian-hjmistted. of the Control Console. The network cable Contractor-installed. The must be a minimum of Category 5e with a positioning bracket minimum bandwidth of 100 Mbps, full duplex shall be installed prior to 0009aseT). See Section 4.1.6 for more machine delivery. information. ±6•— (610 ±152) Provide grounded 4 piex electrical power I. receptacles for the customer's ancillary control console equipment. Locate adjacent to the underside of the counter to provide maximum power cable extension. WARNING: In seismically active areas, floor-mounted equipment must be secured to a concrete or steel sub-floor structure. It is acceptable to install Varian-furnished seismic brackets over the finished flooring as long as the material is equal to or less than 1/4" (6.35). If the flooring material is greater than 1/4" (6.35), the flooring must be removed to allow the seismic brackets to be secured directly to the concrete or steel sub-floor structure. Alternative methods of mounting the seismic brackets may be acceptable, following design or approval by the Structural Engineer of Record. Image Monitor Data I 2'-4 IDD I ...._..................... Dedicated Keyboard I (711) (762) Min. II Ii I 7'-0 (2134) Clear 2'-4 ['—- Positioning Bracket (711) Layout Elevation 200-240 VAC Outlet wNauian-fumished Power Cord. See Typical Section at Control Console Section 4.3.5.3. - Positioning Bracket II II —lEC 60309. 30A. 250V II II Receptacle & Plug -0. (914) II II See Section 4.3.5.3. II Mininwn, (645) II II - II II II II II 2'-0 ±6 Beckwall (610 ±152) 2'-O (619) 1--11'(337) 7(194) V-11" (584) 10J-(276) Cabinet Positioning Bracket installation - Plan View Cabinet Positioning Bracket installation-Top View 00 NOT SCALE MX070-3 Figure 54 Control Equipment Layout, Stacked 5-1 10'-0 (3048) Maeimum Cclv #o1'Pe RECEI ,,i. SAN DIEGO REGIONAL I ' OFFICE USE OR HAZARDOUS MATERIALR 1 HECK ________ OCCC' QUESTIONNAIREITY OF CARl BiiinessNiii BusinesCdflfafJING D" Telephone # VCA California Veterinary Specialist Carlsbad Dean T price 'VISION 760-734-6540 Project Address (include suite) City State Zip Code API 2310 Faraday Ave Carlsbad CA 92008 21 Mailing Address (include suite) City State Zip Code Pia 2310 Faraday Ave Carlsbad CA 92008 Project Contact Applicant E-mail Telephone # Richard D Renschen rickrmdarchitects.com 317-55R-2922 PART i: FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASiFlCATION: (not required for prolects within the City of San Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the Items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Group B Facility's Square Footage (including proposed project): 11,843 SF 1. Explosive or Bjastkiq Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives 1' Comoressed Gasesl 6. Oxidizers 10. CryogenIcs 14. Other Health Hazards Flammable/Combustible Uquidsj 7. Pyrophorlcs 111. Highly Toxic or Toxic MaterIals] 15. None of These. i iLl i 1% 4. Flammable Solids S. Unstable Reactives W. Radloactives Ot I Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: YES NO (for new construction or remodeling projects) 0 0 Is your business listed on the reverse side of this form? (check all that apply). 0 0 Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 0 Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons. 500 pounds and/or 200 cubic feet? 0 0 Will your business store or handle carcinogens/reproductive toxins In any quantity? 0 0 Will your business use an existing or Install an underground storage tank? 0 0 Will your business store or handle Regulated Substances (CalARP)? 0 0 Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 0 0 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). f the answer to any of the Diego, CA 92123. CalARP Exempt Date Initials CalARP Required Date initials CalARP Complete Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): The following questions are intended to Identify the majority of air pollution Issues at the planning stage. Your project may require additional measures not identified by these questions. Some residential projects may be exempt from APCD requirements. If yes is answered for either questions 1. 2 or 5 or for more comprehensive requirements, please contact APCD at apcdcomp(sdcountv.ca.gov: (858) 586-2650; or 10124 Old Grove Road, San Diego, CA 92131. YES NO 0 Will the project disturb 100 square feet or more of existing building materials? 0 0 Will any load supporting structural members be removed? 0 0 (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by an Individual that has passed an EPA-approved building inspector course? 0 0 (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Based on the survey results, will the project disturb any asbestos containing material? If yes, a notification may be required at least 10 working days prior to commencing asbestos removal. Additionally, a notification may be required prior to the removal of a load supporting structural member(s) regardless of the presence of asbestos. 0 0 Will the project or associated construction equipment emit air contaminants? See the reverse side of this form for typical equipment requiring an APCD permit. If yes, contact APCD prior to the issuance of a building permit. 0 0 (ANSWER ONLY IF QUESTION 51S 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 Soecialtv Veterinary Services Linear Accelerator equipment chanoeout - TI Building Plan Check/Permit I declare under penalty of perjury that to the best of my knowledge and belief tile responses made herein are true and correct. Dean TPrice 12/17/18 Name of Owner or Authorized Agent Signature of Owner or Authorized Agent Date FOR OFFICAL. USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSiFICATION:__________________________________________________________________ BY: DATE:_ I / EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR occup*xcy RELEASED FOR OCCUPANCY APCD COUNTY-lIMO APCD COUNTY-HMD APCD MEWED C ,U uimu_ 2D 1 r7x1 County of San Diego - DEH - Hazardous Materials Division Richard D Rensthen AlA, LEEDAP President M.D. Architects, P.C. 9084 Technology Dr. Suite 200 Fishers, IN 46038 317.558.2822 MEMORANDUM DATE: 06/07/2019 TO: City of Carlsbad FROM: Richard D. Renschen, AlA, President, M.D. Architects, P.C. SUBJECT: Linear Accelerator vault sprinkler system To Whom it may concern, It is my understanding that VCA California Veterinary Specialists remodel has been placed on hold until the concern regarding the lack of sprinklers in the vault have been resolved. It has been our position that this is an existing sprinkled building with an existing unsprinkled vault that was installed and permitted in March of 2006 by Rauhaus Freedenfeld & Associates. Due the complex nature and cost of the linear accelerator equipment and the fact that it is located in a min 3ft thick concrete vault, this must have been originally permitted and constructed with the understanding of the 2016 California Building Code 903.3.1.1 Exemption 2 (see below snip). The scope of this current project is not changing the building type or occupancy or even use of the existing space, it is simply changing out one piece of equipment to a newer model. it was submitted to the building department this way and was reviewed and approved. M.D. Architects is asking for this exemption to apply as there has been no change in risk. IF] 903JJ.1 NFPA 13 spflnkkr system. Whem the provisions or this code require that a building or portion thereof be equipped throughout with an automatic sprinkler system in accordance with this sectiom spdn- k1s shall be installed throughout in accordance with NIPA 13w arnMdedin CIwper35 except as provided In Sections 903.3.1.1.1 and 9033.l.l.2. WI 033.1.11.1 Exempi locations. In amer ffian Gauq, 1-2. 1-2.1 and 1-3 ncrpancies automatic sprinklers shall not be required in the following moms or areas where such moms or areas use pro- tected Milt an approved automatic lire detection system in accordance with Section 907.2 thaI will respond to visible or invisible paiticics of coint*- lion. 5ñak1em shall act be omitted from a mom merely heceusc it is damp of hre-rceistaiEo.raled cnnsuuclion or contains electrical equipment. Any room where the application or water, or flame and wa1es coastitotes a serious lire or lire hai.inl. 2. Any room or space where sgwinklcrx we con- sidered undesirable because of the stature or the contenLs, whom approved by the lire code official. lire service a=ss clevalar machine moms and machinety spaces. 4. Machine moms. machinery control moms and control spaces associated with occipant cvacuatiun ckvalors 6signod in accordance with Section 300& This memorandum will be Included in the project file. Notify the author of any omissions, additions, or clarifications within three (3) days of receipt. 9084 Techotogy Drive, Suite 100, Fishers, IN 46038 317.558.2822 Phone www.mdarchitects.com