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2548 CAMPBELL PL; ; CBC2020-0027; Permit
Building Permit Finaled Commercial Permit Print Date: 05/26/2021 Job Address: 2548 CAMPBELL PL, CARLSBAD, CA 92009-1700 (city of Carlsbad Permit No: CBC2020-0027 Status: Closed -Finaled Permit Type: BLDG-Commercial Work Class: Tenant Improvement Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: 2132611700 Track#: $1,813,890.00 Lot#: Project#: Plan#: Construction Type: Orig. Plan Check #: Plan Check#: Applied: Issued: Fina led Close Out: Inspector: Final Inspection: 01/24/2020 03/16/2020 TAlva 05/26/2021 Description: VIASAT: 39,000 SF TENANT IMPROVEMENT (32,500 OFFICE TO OFFICE, 6500 SF OFFICE TO LAB) Applicant: Property Owner: SMITH CONSULTING ARCHITECTS DANA TSUI 13280 EVENING CREEK DRS, # SUITE 125 SAN DIEGO, CA 92128 SIR CAMPBELL PLACE INC 255 WASHINGTON ST, # 300 NEWTON, MA 02458 (858) 793-4777 FEE BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL FIRE Plan Review Per Hour -Office Hours GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL PLUMBING BLDG COMMERCIAL NEW/ADDITION/REMODEL SB1473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-COMMERCIAL Total Fees: $11,985.45 Total Payments To Date: $11,985.45 Contractor: PCG CONSTRUCTION INC-DO NOT USE 7950 E REDFIELD RD, # STE 240 SCOTTSDALE, AZ 85260-3433 (602) 840-7600 Balance Due: AMOUNT $5,153.86 $3,607.70 $1,510.00 $476.00 $175.00 , $178.00 $304.00 $73.00 $507.89 $0.00 Please take NOTICE that approval of your project includes the "lmposition11 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. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov • • Ccicyof Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Check --:i:l~:a....::=::;,ri:,/~c..J.._ Est. Value PC Deposit -.II'-'...,.'-"'---"'""---_:_---I Date -'--=--'----"="""'".:.....- Job Address 2548 Campbell Place, Carlsbad, CA 92009 Sulte: ____ APN: ___ 2 ___ 13_-__ 2 ___ 60_-.... 0 .... 7 ___ _ Tenant Name: __ V""ia""s""a""t ____________ CT/Project #:. _________ Lot#: ___ _ Occupancy: B Construction Type: 111-B Fire Sprlnklers:@no Air Conditioning: e no BRIEF DESCRIPTION OF WORK: Renovation of 39,000sf of interior office and lab D Addition/New: __________ New SF and Use, __________ ,New SF and Use, ___ Deck SF, ____ Patio cover SF (not Including flatwork) [R] Tenant Improvement: 32500 SF, Existing Use __ o,..ff"'i""ce,._ __ Proposed Use _~o""ff..,ic=e'---- 6500 SF, Existing Use office Proposed Use -~l_a=b __ _ 0 Pool/Spa: ____ SF Additional Gas or Electrical Features? ___________ _ D Solar: ___ KW, __ Modules, ___ Mounted, TIit: Yes/ No, RMA: Yes/ No, Panel Upgrade: Yes/ No 0 Plumblng/Mechanlcal/Electrlcal Only: ______________________ _ D Other: __________________________________ _ APPLICANT (PRIMARY) PROPERTY OWNER Name: _..,p .. a,...n..,a._J.._s ... 1,..,i ____________ Name: __ ...;v..,;.,a.,sa ... 11.:.-... ,1,.,e..,re ... rn-y.JJu.b ... awrn1.11p.,.5,.n,..n.,__ _____ _ Address: 13280 Evening Creek Dr. #125 Address: __ 61.;.;5;;,;5;.,;E;;;;l...,C;;.;a;;;.m;..;;i.;.;no.;;..;.R;.;;e.;;;a...;I _______ _ City: San Diego State: CA Zip: _§_2_1_08_ City: Carlsbad StatePA zi.,c:!2_0_1_0 __ _ Phone: 858-793-4 777 Phone: __ ,,_76_0_-_33_0,,..-7_7_1_7_-=--=---=------- Email: danat@sca-sd.com Email: ___ 1'-·e_re_m_y"""._th_o_m""p_s_o_n_@_v_i_a_sa_t_.c_o_m _____ _ DESIGN PROFESSIONAL Name: ________________ _ Address: _______________ _ City: _______ State:. ___ .Zlp: ---- Phone: ________________ _ Email: _______________ _ Architect State license: __________ _ Phone: ---1=.:::;___:::~..;.;i.JA~-,,l-.C....__.:~.:......i.~~-L- Email: -'-~"->l.:;;..::c.p~=.,~u.::=:u..!.=~~--- State license: IQ 'I 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 sl1ned statement that he/she Is licensed pursuant to the provisions of the Contractor's Ucense Law {Chapter 9, commending with Section 7000 of DMslon 3 of the Business and Profeulons Code} or that he/she Is exempt therefrom. and the basis for the alleged exemption. Any vlolatlon of Section 7031.5 by any applicant for a permit subjects the applicant to a cMI penalty of not more than five hundred dollars {$500}). 1635 Faraday Ave Carlsbad, CA 92008 B-2 Ph: 760-602-2719 Fax: 760-602-8558 Page 1 of2 Email: Building@carlsbadca.gov Rev. 06/18 • \ I , ( OPTION A): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury '1lJt of the following dee/orations: □ I have and wlll maintain a certificate of consent to self-Insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit Is Issued. ~ave and will maintain worker's compensation, as required by Section 3700 of the labor Code, for the,.performa: ~ the work for which thls permit ls Issued. My workers' compe"Sjl!iQ lns~rance carrier and policy number are: lnsur•n:r-:"JIH"Y Name: --=~_,lluec.t'.'4E!-;:'-":,~'-'-------------- Pollcy No, 1(,8 c,!Jj_O(L ·Z.,S]~ Expiration Date: _"3:...__._._/,_, IJ1d}_<-="'---- □ 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 Clllfornla. WARNING: F■llur■ to Haar• wortcen compenutlon eovt1np ls w,lawful, ■nd shall 111bJHt ■n employer to crlmln■I penalties and clvll fines up to $100,000.00, In addition the to the cost of compensation, d1m11• 11 provided for In Section 1706 of the Lllbor COde. lntanst ■nd ■ttomey's fees, {A,,,.__ CONTIIACTOR.GNATURE, u~ □....,-DOTE, _____ _ ( OPTION B ): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the fol/owing reason: □ I, ■s owner of the property or my employees with wases 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 Ucense Law does not apply to an owner of property who bullds or Improves thereon, and who does such work himself or throu1h his own employees, provided that such Improvements are not Intended or offered for sale. tf, however, the bulldln1 or Improvement Is sold within one year of completion, the owner-builder wlll have the burden of provfna: that he did not build or Improve for the purpose of sale). □ I, as owner of the property, am excluslvety contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's Ucense Law does not apply to an owner of property who bullds or Improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's Ucense Law). □ 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. □ Yes □ No 2, I (have/ have not) ,i,ned an application for a buildlna permit for the proposed work. 3.1 have contracted with the followln1 person {firm) to provide the propgsed construction (Include name address/ phone/ contractors' license number): 4, I plan to provide portJons 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): 5. I will provide some of the work, but I have contracted (hired) the followln1 persons to provide the work Indicated (Include name/ address/ phone/ type of work): OWNER SIGNATURE: _________________ □AGENT DATE: _____ _ CONSTRUCTION LENDING AGENCY. IF ANY: I hereby affirm that there Is a construction lending a1ency for the performance of the work this permit Is Issued (Sec. 3097 (1) CMI Code). Lender's Name: ___________________ Lender'1Addreu: __________________ _ ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future bulldln1 occupant required to submit a business plan, acutely hazardous materials re,lstratlon form or risk management and prevention proeram under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? □ Yes □ No Is the applicant or future bulldln1 occupant required to obtain a permit from the air pollution control district or air quality management district? □ Yes □ No Is the faclllty to be constructed within 1,000 feet of the outer boundary of a school site? □ Yes □ No IF ANY OF THE ANSWERS ARE YES, A FINAL aRTIFICATE OF OCC\JPANCY MAY NOT BE ISSUED UNWS THE APPUCANT HAS MET DR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTIDN 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 a1ree 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 Al50 AGREE TO SAVE, INDEMNIFY AND KEEP HARML£SS THE aTY OF CARISBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit Is required for excavations over 5'0' deep and demolltlon or construction of structures over 3 stories In height. EXPIRATION: Every permit Issued by the Bulldlns Offldal under the provisions of this Code shall e,cplre by limitation and become null and void Wthe building or work authorized by sudl permit Is not commenced within 180 days from the date permit or W the building or work authorized by such permit Is suspended or abandoned at any time after the work Is commenced for a period of ( 1 , A Uniform Building Code), -~.,116.~'--l,l,~---------DATE:_.1.,1,'-'fua..J-/.L.m&lL.l..o'---APPLICANT SIGNATURE: 1635 Faraday Ave Carlsbad, CA 92008 B-2 h: 760-602-2719 Fax: 760-602-8558 Page2 of2 Emall: Building@carlsbadca,gov Rev, 06/18 Building Permit Inspection History Finaled (city of Carlsbad Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 01/24/2020 Owner: SIR CAMPBELL PLACE INC Issue Date: 03/16/2020 Subdivision: Status: Closed -Finaled Expiration Date: 05/05/2021 Address: 2548 CAMPBELL PL CARLSBAD, CA 92009-1700 IVR Number: 24437 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Date Start Date Status 04/10/2020 04/10/2020 BLDG-84 Rough 124448-2020 Failed Tony Alvarado Reinspection Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency April 10, 2020: No 1. Project superintendent discussed project timeline and scheduling, city inspections and code requirements. 2. MEPS not ready. BLDG-14 April 10, 2020: No Frame-Steel-Bolting-Welding 1. Project superintendent discussed project (Decks) timeline and scheduling, city inspections and code requirements. 2. MEPS not ready. BLDG-24 Rough-Topout April 10, 2020: No 1. Project superintendent discussed project timeline and scheduling, city inspections and code requirements. 2. MEPS not ready. BLDG-34 Rough Electrical April 1 0, 2020: No 1. Project superintendent discussed project timeline and scheduling, city inspections and code requirements. 2. MEPS not ready. BLDG-44 April 10, 2020: No Rough-Ducts-Dampers 1. Project superintendent discussed project timeline and scheduling, city inspections and code requirements. 2. MEPS not ready. BLDG-SW-Pre-Con 124447-2020 Passed Tony Alvarado Checklist Item COMMENTS Passed BLDG-Building Deficiency April 10, 2020 -informed in person with Yes contractor-superintendent Ben, pertaining to SWPP'S, BMP's, and all erosion control measures intact and in-place for any exterior building footprint construction work. 04/16/2020 04/16/2020 BLDG-84 Rough 124938-2020 Partial Pass Michael Collins Reinspection Combo(14,24,34,44) Wednesday, May 26, 2021 Inspection Incomplete Complete Incomplete Page 1 of 14 Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed -Finaled Application Date: 01/24/2020 Issue Date: 03/16/2020 Expiration Date: 05/05/2021 IVR Number: 24437 Owner: SIR CAMPBELL PLACE INC Subdivision: Address: 2548 CAMPBELL PL CARLSBAD, CA 92009-1700 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Reinspection Inspection Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers COMMENTS April 10, 2020: 1. Project superintendent discussed project timeline and scheduling, city inspections and code requirements. 2. MEPS not ready. 4/16/20, Wall frame & wall electrical at Line 2-6 & L-H, see card for additional notes. April 10, 2020 1. Project superintendent discussed project timeline and scheduling, city inspections and code requirements. 2. M EPS not ready. April 10, 2020: 1. Project superintendent discussed project timeline and scheduling, city inspections and code requirements. 2. MEPS not ready. April 10, 2020 1. Project superintendent discussed project timeline and scheduling, city inspections and code requirements. 2. MEPS not ready. 4/16/20, Walls only at Line 2-6 & L-H April 10, 2020: 1. Project superintendent discussed project timeline and scheduling, city inspections and code requirements. 2. MEPS not ready. 04/17/2020 04/17/2020 BLDG-84 Rough Combo(14,24,34,44) 125036-2020 Partial Pass Tony Alvarado Wednesday, May 26, 2021 _______ ...... Passed No Yes No No No Yes No Relnspection Incomplete Page 2 of 14 --~ ,:J' ;; ~ 1 !;?~~w ~-~~ <~/::~;~;'.7Xc~w~Sw:~-"'7-~w --'~;'$:; :"' . RJ:RMIT lNS~ECTION"'('J.lSTORY;fQr (CBC2020-00Z'l,). . .... Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 01/24/2020 Owner: SIR CAMPBELL PLACE INC Issue Date: 03/16/2020 Subdivision: Status: Scheduled Date 04121/2020 Closed -Finaled Expiration Date: 05/05/2021 IVR Number: 24437 Address: 2548 CAMPBELL PL CARLSBAD, CA 92009-1700 Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Checklist Item BLDG-Building Deficiency BLDG-14 COMMENTS April 10, 2020: 1. Project superintendent discussed project timeline and scheduling, city inspections and code requirements. 2. MEPS not ready. 4/16/20, Wall frame & wall electrical at Line Frame-Steel-Bolting-Welding 2-6 & L-H, see card for additional notes. (Decks) BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers April 10, 2020: 1. Project superintendent discussed project timeline and scheduling, city inspections and code requirements. 2. MEPS not ready. April 17, 2020 -: 1. metal frame walls from line A thru H and line 2 thru 6-approved. 2. Metal frame walls at break room and plumbing scope of work approved. April 10, 2020: 1. Project superintendent discussed project timeline and scheduling, city inspections and code requirements. 2. MEPS not ready. April 10, 2020: 1. Project superintendent discussed project timeline and scheduling, city inspections and code requirements. 2. MEPS not ready. 4/16/20, Walls only at Line 2-6 & L-H April 10. 2020 1. Project superintendent discussed project timeline and scheduling, city inspections and code requirements. 2. MEPS not ready. 04121/2020 BLDG-84 Rough Combo(14,24,34,44) 125179-2020 Partial Pass Tony Alvarado Reinspection Inspection Passed No Yes No Yes No No Yes No Relnspectlon Incomplete Wednesday, May 26, 2021 Page 3 of 14 Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed -Finaled Application Date: 01/2412020 Owner: SIR CAMPBELL PLACE INC Issue Date: 03/1612020 Subdivision: Expiration Date: 0510512021 Address: 2548 CAMPBELL PL CARLSBAD, CA 92009-1700 IVR Number: 24437 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Reinspectlon Inspection Wednesday, May 26, 2021 Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-34 Rough Electrical BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers COMMENTS April 10, 2020: 1 . Project superintendent discussed project timeline and scheduling, city inspections and code requirements. 2. MEPS not ready. April 10, 2020: 1. Project superintendent discussed project timeline and scheduling, city inspections and code requirements. 2. MEPS not ready. April 21, 2020: 1. gridlines "E" thru "C" and gridlines 2 thru 6, metal frame not loadbearing partition walls and electrical work-approved. 2. No mechanical scope of work at present time. 4/16/20, Wall frame & wall electrical at Line 2-6 & L-H, see card for additional notes. April 17, 2020-: 1. metal frame walls from line Athru H and line 2 thru 6-approved. 2. Metal frame wans at break room and plumbing scope of work approved. April 10, 2020 1. Project superintendent discussed project timeline and scheduling, city inspections and code requirements. 2. MEPS not ready. April 21, 2020: 1. gridlines "E" thru "C" and gridlines 2 thru 6, metal frame not loadbearing partition walls and electrical work-approved. 2. No mechanical scope of work at present time. April 10, 2020 1. Project superintendent discussed project time1ine and scheduling, city inspections and code requirements. 2. MEPS not ready. 4/16/20, Walls only at Line 2-6 & L-H April 21, 2020 1. gridlines "E" thru "C" and gridlines 2 thru 6, metal frame not loadbearing partition walls and electrical work-approved. 2. No mechanical scope of work at present time. April 10, 2020: 1. Project superintendent discussed project timeline and scheduling, city inspections and code requirements. 2. MEPS not ready. Passed No No Yes Yes Yes No Yes No Yes Yes No Page 4 of 14 _?~ ,--"-~*~:¼:-"'-":_ --o&..3:,§i --~,;~""'-*' :4!!:~*t _ PERMXJ' INSPECTIO-NJ~l:SlORY "for (CBC2Q20"'.002l) •"' Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed -Finaled Scheduled Actual Inspection Type Date Start Date 04122/2020 04/22/2020 BLDG-84 Rough Combo(14,24,34,44) Wednesday, May 26, 2021 Application Date: 0112412020 Owner: SIR CAMPBELL PLACE INC Issue Date: 0311612020 Subdivision: Expiration Date: 0510512021 IVR Number: 24437 Address: 2548 CAMPBELL PL CARLSBAD, CA 92009-1700 Inspection No. Inspection Primary Inspector Reinspection Inspection Status 125347-2020 Partial Pass Tony Alvarado Relnspection Incomplete Page 5 of 14 ________ , ___ , Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed -Finaled Application Date: 01/24/2020 Owner: SIR CAMPBELL PLACE INC Issue Date: 03/16/2020 Expiration Date: 05/05/2021 IVR Number: 24437 Subdivision: Address: 2548 CAMPBELL PL CARLSBAD, CA 92009-1700 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Reinspection Inspection Wednesday, May 26, 2021 Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-24 Rough-Topout BLOG-34 Rough Electrical BLDG-34 Rough Electrical COMMENTS April 10, 2020: 1. Project superintendent discussed project timeline and scheduling, city inspections and code requirements. 2. MEPS not ready. 4/16/20, Wall frame & wall electrical at Line 2-6 & L-H, see card for additional notes. April 21, 2020: 1. gridlines "E" thru "C" and gridlines 2 thru 6, metal frame not loadbearing partition walls and electrical work-approved. 2. No mechanical scope of work at present time. April 17, 2020 -: 1. metal frame walls from line A thru H and line 2 thru 6-approved. 2. Metal frame walls at break room and plumbing scope of work approved. April 10, 2020: 1. Project superintendent discussed project timeline and scheduling, city inspections and code requirements. 2. MEPS not ready. April 21, 2020: 1. gridlines "A" thru "C" and gridlines 2 thru 6, metal frame not loadbearing partition walls and rough electrical work-approved. 2. No mechanical scope of work at present time. April 21, 2020: 1. gridlines "E" thru "C" and gridlines 2 thru · 6, metal frame not loadbearing partition walls and electrical work-approved. 2. No mechanical scope of work at present time. April 10, 2020: 1. Project superintendent discussed project timeline and scheduling, city inspections and code requirements. 2. MEPS not ready. April 21, 2020: 1. gridlines "E" thru "C" and gridlines 2 thru 6, metal frame not loadbearing partition walls and electrical work-approved. 2. No mechanical scope of work at present time. April 22, 2020: 1. gridlines "A" thru "C" and gridlines 2 thru 6, metal frame not loadbearing partition walls and rough electrical work-approved. 2. No mechanical scope of work at present time. Passed No Yes Yes Yes No Yes Yes No Yes Yes Page 6 of 14 Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 01/24/2020 Owner: SIR CAMPBELL PLACE INC Status: Scheduled Date 04/23/2020 04127/2020 04/3012020 Issue Date: 03/16/2020 Subdivision: Closed -Finaled Expiration Date: 05/05/2021 IVR Number: 24437 Address: 2548 CAMPBELL PL CARLSBAD, CA 92009-1700 Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector BLDG-34 Rough Electrical BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers 4116120, Walls only at Line 2-6 & L-H April 10, 2020: 1. Project superintendent discussed project timeline and scheduling, city inspections and code requirements. 2. M EPS not ready. April 10, 2020: 1. Project superintendent discussed project timeline and scheduling, city inspections and code requirements. 2. MEPS not ready. 04/23/2020 BLDG-17 Interior Lath/Drywall 125520-2020 Partial Pass Tony Alvarado Checklist Item BLDG-Building Deficiency COMMENTS April 23, 2020-drywall nailing only from grid lines "A" thru "L", and 2 thru 6-approved. BLDG-44 Rough/Ducts/Dampers 125521-2020 Partial Pass Tony Alvarado Checklist Item BLDG-Building Deficiency COMMENTS April 23, 2020-gridlines A through H, and 2 through 6 mechanical ducting sealant - approved. 04127/2020 BLDG-17 Interior Lath/Drywall 125706-2020 Partial Pass Tony Alvarado Checklist Item BLDG-Building Deficiency BLDG-Building Deficiency COMMENTS April 27, 2020-drywall nail/screw inspection only. Gridlines "E" thru "H", and grid lines 2 thru 6-approved. April 23, 2020-drywall nailing only from grid lines "A" thru "L", and 2 thru 6-approved. 04/3012020 BLDG-17 Interior Lath/Drywall 126181-2020 Partial Pass Tony Alvarado Checklist Item BLDG-Building Deficiency BLDG-Building Deficiency BLDG-Building Deficiency COMMENTS April 23, 2020-drywall nailing only from grid lines "A" thru "L", and 2 thru 6-approved. April 27, 2020-drywall nail/screw inspection only. Gridlines "E" thru "H", and grid lines 2 thru 6-approved. April 30, 2020: 1. Grid lines 2 through 6, and A through E, drywall nailing-approved. 2. Grid lines 2 through 6, and A through H mechanical ducting sealant-approved. BLDG-44 RoughfDuctsfDampers 126182-2020 Partial Pass Tony Alvarado Reinspection Inspection Yes No No Reinspection Incomplete Passed Yes Reinspection Incomplete Passed Yes Reinspectlon Incomplete Passed Yes Yes Reinspectlon Incomplete Passed Yes Yes Yes Reinspection Incomplete Wednesday, May 26, 2021 Page 7 of 14 Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: . Closed -Finaled Application Date: 01/24/2020 Owner: SIR CAMPBELL PLACE INC Issue Date: 03/16/2020 Subdivision: Expiration Date: 05/05/2021 IVR Number: 24437 Address: 2548 CAMPBELL PL CARLSBAD, CA 92009-1700 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Reinspection Inspection 05/05/2020 05/0512020 0511112020 05/1112020 05/20/2020 05/20/2020 05/28/2020 05128/2020 Wednesday, May 26, 2021 Checklist Item BLDG-Building Deficiency BLDG-Building Deficiency COMMENTS April 30, 2020: 1. Grid lines 2 through 6, and A through E, drywall nailing-approved. 2. Grid lines 2 through 6, and A through H mechanical ducting sealant-approved. April 23, 2020 -gridlines A through H, and 2 through 6 mechanical ducting sealant - approved. BLDG-14 126570-2020 Passed Tony Alvarado Frame/Steel/BoltlngNl/e !ding (Decks) Checklist Item COMMENTS BLDG-Building Deficiency May 5, 2020 -Revision of low metal framing walls at two stairwells locations to open up area-revision details and stairwell framing scope of work per plan-approved. BLDG-84 Rough 127054-2020 Passed Tony Alvarado Combo(14,24,34,44) Checklist Item COMMENTS BLDG-14 May 11, 2020-rough frame and rough Frame-Steel-Bolting-Welding electrical scope of work approve'd. (Decks) BLDG-34 Rough Electrical May 11, 2020-rough frame and rough electrical scope of work approved. BLDG-17 Interior 128037-2020 Partial Pass Tony Alvarado Lath/Drywall Checklist Item COMMENTS BLDG-Building Deficiency May 20, 2020: 1. First floor_-phase 1 drywall screw/nail work approved. 2. Mechanical roof equipment curbs- (9)quantity, rough frame scope of work-approved. BLDG-Building Deficiency April 30, 2020: 1. Grid lines 2 through 6, and A through E, drywall nailing-approved. 2. Grid lines 2 through 6, and A through H mechanical ducting sealant-approved. BLDG-Building Deficiency April 27, 2020-drywall nail/screw inspection only. Gridlines "E" thru "H", and grid lines 2 thru 6-approved. BLDG-Building Deficiency April 23, 2020-drywall nailing only from grid lines "A" thru "L", and 2 thru 6-approved. BLDG-17 Interior 128680-2020 Partial Pass Tony Alvarado Lath/Drywall Passed Yes Yes Complete Passed Yes Complete Passed Yes Yes Relnspection Incomplete Passed Yes Yes Yes Yes Reinspection Incomplete Page 8 of 14 """~ cm-~-,z:""';:="'½-""',,:::= ~Jf~~ ~-0 ~7Z~='f:~>iJ~"S5?1-::::::2S:::➔-?:Gt⇒t::""'~ ½+£-""'u~ . . . · +J:(ERfdJ:t .. ••,srec¥ilnl•ii<>ift,orfc(CBC2Qjo:iigmt!'~ •+·' ,··· Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed -Finaled Application Date: 01/24/2020 Owner: SIR CAMPBELL PLACE INC Issue Date: 03/16/2020 Subdivision: Expiration Date: 05/05/2021 IVR Number: 24437 Address: 2548 CAMPBELL PL CARLSBAD, CA 92009-1700 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Reinspection Inspection 06/02/2020 06/02/2020 06/12/2020 06/12/2020 06118/2020 06/18/2020 Wednesday, May 26, 2021 Checklist Item BLDG-Building Deficiency BLDG-Building Deficiency BLDG-Building Deficiency BLDG-Building Deficiency BLDG-Building Deficiency COMMENTS April 23, 2020-drywall nailing only from grid lines "A" thru "L", and 2 thru 6-approved. April 30, 2020: 1. Grid lines 2 through 6, and A through E, drywall nailing-approved. 2. Grid lines 2 through 6, and A through H mechanical ducting sealant-approved. May 28, 2020-Partial pass. 1. electrical room second floor location - branch circuits landed -OK. 2. Final drywall work at second-floor area-approved. April 27, 2020-drywall nail/screw inspection only. Gridlines "E" thru "H", and grid lines 2 thru 6-approved. May 20, 2020: 1. First floor -phase 1 drywall screw/nail work approved. 2. Mechanical roof equipment curbs- (9)quantity, rough frame scope of work-approved. BLDG-85 T-Bar, Celling 129019-2020 Partial Pass Tony Alvarado Grids, Overhead Checklist Item COMMENTS BLDG-Building Deficiency June 2, 2020-overhead and T-bar inspection approved from gridlines H through L, and Gridline two through six - approved. BLDG-44 June 2, 2020-overhead and T-bar Rough-Ducts-Dampers inspection approved from gridlines H through L, and Gridline two through six - approved. BLDG-44 130042-2020 Passed Tony Alvarado Rough/Ducts/Dampers Checklist Item COMMENTS BLDG-Building Deficiency April 30, 2020: 1. Grid lines 2 through 6, and A through E. drywall nailing-approved. 2. Grid lines 2 through 6, and A through H mechanical ducting sealant-approved. BLDG-Building Deficiency April 23, 2020-gridlines A through H, and 2 through 6 mechanical ducting sealant - approved. BLDG-BS T-Bar, Celling 130516-2020 Partial Pass Tony Alvarado Grids, Overhead Passed Yes Yes Yes Yes Yes Reinspection Incomplete Passed Yes Yes Complete Passed Yes Yes Re inspection Incomplete Page 9 of 14 Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 01/24/2020 Owner: SIR CAMPBELL PLACE INC Status: Scheduled Date 07/0912020 0910412020 Issue Dato: 03/16/2020 SL1bdivision: Closed -Finaled Expiration Date: 05/05/2021 IVR Number: 24437 Address: 2548 CAMPBELL Pl CARLSBAD, CA 92009-1700 Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Checklist Item BLOG-Building Deficiency BLDG-44 Rough-Ducts-Dampers COMMENTS June 2, 2020-overhead and T-bar inspection approved from gridlines H through L, and Gridline two through six - approved. June 2, 2020 -overhead and T-bar inspection approved from gridlines H through L, and Gridline two through six - approved. 0710912020 BLDG-85 T-Bar, Calling 132245-2020 Partial Pass Tony Alvarado Grids, Overhead Checklist Item BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers COMMENTS July 9, 2020: 1. First floor overhead rough inspections and T-bar grid ceiling scope ofwork- approved. 2. OK to cover, pending fire department approval verification. July 9, 2020: 1. First floor overhead rough inspections and T-bar grid ceiling scope of work - approved. 2. OK to cover. pending fire department approval verification. July 9, 2020: 1. First floor overhead rough inspections and T-bar grid ceiling scope of work - approved. 2. OK to cover, pending fire department approval verification. July 9, 2020: 1. First floor overhead rough inspections and T-bar grid ceiling scope ofwork- approved. 2. OK to cover, pending fire department approval verification. 09/04/2020 BLDG-Final Inspection Checklist Item 137579-2020 COMMENTS Partial Pass Tony Alvarado BLDG-Building Deficiency September 4, 2020: 1. TCO, (pre-final walk-through) for commercial tenant improvement T/1-lonia building. 2. Scope of work per plan, required fire inspection final approval/clearance required. 3. Air balance report required and waste management receipts for demolition/interior demolition required. Reinspection Inspection Passed Yes Yes Relnspectlon Incomplete Passed Yes Yes Yes Yes Reinspection Incomplete Passed Yes Wednesday, May 26, 2021 Page 10 of 14 Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Scheduled Date 09/1112020 Closed -Finaled Actual Inspection Type Start Date 09/11/2020 BLDG-Final Inspection Checklist Item Application Date: 01/24/2020 Owner: SIR CAMPBELL PLACE INC Issue Date: 03/16/2020 Subdivision: Expiration Date: 05/05/2021 IVR Number: 24437 Inspection No. Inspection Status Address: 2548 CAMPBELL PL CARLSBAD, CA 92009-1700 Primary Inspector Reinspection Inspection 137969-2020 COMMENTS Partial Pass Tony Alvarado Relnspection Incomplete Passed BLDG-Building Deficiency September 4, 2020: Yes BLDG-Building Deficiency 1. TCO, (pre-final walk-through) for commercial tenant improvement T/l-lonia building. 2. Scope of work per plan, required fire inspection final approval/clearance required. 3. Air balance report required and waste management receipts for demolition/interior demolition required. September 11, 2020: 1 . Temporary certificate of occupancy (TC0)-approved. 2. OK to stock and store/install equipmenVoffice furniture/employee training and set-up-ONLY. 05/2612021 05126/2021 BLDG-Final Inspection 158219-2021 Passed Tony Alvarado Wednesday, May 26, 2021 Yes Complete Page 11 of 14 Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed -Finaled Application Date: 01/24/2020 Owner: SIR CAMPBELL PLACE INC Issue Date: 03/16/2020 Subdivision: Expiration Date: 05/05/2021 IVR Number: 24437 Address: 2548 CAMPBELL PL CARLSBAD, CA 92009-1700 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Reinspection Inspection Checklist Item BLDG-Building Deficiency BLDG-Building Deficiency BLDG-Plumbing Final Wednesday, May 26, 2021 COMMENTS September 11, 2020: 1. Temporary certificate of occupancy (TC0)-approved. 2. OK to stock and store/install equipmenUoffice furniture/employee training and set-up-ONLY. September 4, 2020: 1. TCO, (pre-final walk-through) for commercial tenant improvement T/I-lonia building. 2. Scope of work per plan, required fire inspection final approval/clearance required. 3. Air balance report required and waste management receipts for demolition/interior demolition required. May 26, 2021: 1. Final lnspection-(ffnal walk-through) for commercial tenant improvement T/I-lonia building, per engineered approved plans and detail specifications, for structural, electrical, mechanical, and plumbing scope of work-approved per plan. 2. Scope of work per plan, required fire inspection final approval/clearances-approved per Medi fire prevention representative. 3. Air balance report required and waste management receipts for demolition/interior demolition-verified, approved, and filed. 4. NOTE: areas not on approved plans, and not part of approved interior tenant improvement-scope of work. Rooms not inspected: a) N4.1.050-Maritime room/area. b) N4.1.071-Air craft engineering laboratory/area. c) N4.1.020-Collaboration room/area. 5. Informed Scott Schmidt-representative for Viasat and contractor project manager representative Kevin. Passed Yes Yes Yes Page 12 of 14 Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Scheduled Date Closed -Finaled Actual Inspection Type Start Date BLDG-Mechanical Final BLDG-Structural Final Wednesday, May 26, 2021 Application Date: 01/24/2020 Owner: SIR CAMPBELL PLACE INC Issue Date: 0311612020 Subdivision: Expiration Date: 05/05/2021 IVR Number: 24437 Address: 2548 CAMPBELL PL CARLSBAD, CA 92009-1700 Inspection No. May 26, 2021: Inspection Status Primary Inspector 1. Final lnspection-(final walk-through) for commercial tenant improvement T/I-lonia building, per engineered approved plans and detail specifications, for structural, electrical, mechanical, and plumbing scope of work-approved per plan. 2. Scope of work per plan, required fire inspection final approval/clearances-approved per Medi fire prevention representative. 3. Air balance report required and waste management receipts for demolition/interior demolition-verified, approved, and filed. 4. NOTE: areas not on approved plans, and not part of approved interior tenant improvement-scope of work. Rooms not inspected: a) N4.1.050-Maritime room/area. b) N4.1.071-Air craft engineering laboratory/area. c) N4.1.020-Collaboration room/area. 5. Informed Scott Schmidt-representative for Viasat and contractor project manager representative Kevin. May 26, 2021: 1. Final lnspection-(final walk-through) for commercial tenant improvement T/1-lonia building, per engineered approved plans and detail specifications, for structural, electrical, mechanical, and plumbing scope of work-approved per plan. 2. Scope of work per plan, required fire inspection final approval/clearances-approved per Medi fire prevention representative. 3. Air balance report required and waste management receipts for demolition/interior demolition-verified, approved, and filed. 4. NOTE: areas not on approved plans, and not part of approved interior tenant improvement-scope of work. Rooms not inspected: a) N4.1.050-Maritime room/area. b) N4.1.071-Air craft engineering laboratory/area. c) N4.1.020-Collaboration room/area. 5. Informed Scott Schmidt-representative for Viasat and contractor project manager representative Kevin. Reinspection Inspection Yes Yes Page 13 of 14 Permit Type: Work Class: Status; Scheduled Date BLDG-Commercial Tenant Improvement Closed -Finaled Actual Inspection Type Start Date BLDG-Electrical Final Wednesday, May 26, 2021 Application Date: 01/24/2020 Owner: SIR CAMPBELL PLACE INC Issue Date: 03/16/2020 Subdivision: Expiration Date: 05/05/2021 Address: 2548 CAMPBELL PL IVR Number: 24437 CARLSBAD, CA 92009-1700 Inspection No. Inspection Status Primary Inspector Reinspection Inspection May 26, 2021: 1. Final lnspection-(final walk-through) for commercial tenant improvement T/I-lonia building, per engineered approved plans and detail specifications, for structural, electrical, mechanical. and plumbing scope of work-approved per plan. 2. Scope of work per plan, required fire inspection final approval/clearances-approved per Medi fire prevention representative. 3. Air balance report required and waste management receipts for demolition/interior demolition-verified, approved, and filed. 4. NOTE: areas not on approved plans, and not part of approved interior tenant improvement-scope _of work. Rooms not inspected: a) N4.1.050-Maritime room/area. b) N4.1.071-Air craft engineering laboratory/area. c) N4.1.020-Col1aboration room/area. 5. Informed Scott Schmidt-representative for Viasat and contractor project manager representative Kevin. Yes Page 14 of 14 DATE: MAR. 09, 2020 JURISDICTION: CARLSBAD PLAN CHECK#.: CBC2020-0027 ✓• EsG1I A SAFEbu1lt Cornp,>ry SET II PROJECT ADDRESS: 2548 CAMPBELL PLACE PROJECT NAME: VIASAT BUILDING #4 -T.I. J APPLICANT , JURIS. ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D 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. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted: DANA TSUI Telephone#: 858-793-4777 Date contacted: 1, .~ .u, (by:!;, V ) Email: danat@sca-sd.com Mail Telephone Fax In Person 0 REMARKS: By: ALI SADRE, S.E. Enclosures: EsGil 2/03 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 ✓• EsG1I DATE: FEB. 19,2020 JURISDICTION: CARLSBAD PLAN CHECK#.: CBC2020-0027 PROJECT ADDRESS: 2548 CAMPBELL PLACE PROJECT NAME: VIASAT BUILDING #4 -T.I. SET: I nLucANT ~~~RIS. 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. 0 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. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. [SI The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. [SI The applicant's copy of the check list has been sent to: 0 EsGil staff did not advise the applicant that the plan check has been completed. [SI EsGil staff did advise the applicant that the plan check has been completed. Person contacted: DANA TSUI Telephone#: 858-793-4777 Date contacted:00\G(:>\q'l?y~) Email: danat@sca-sd.com Mail Telephone Fax In Person 0 REMARKS: By: ALI SADRE, S.E. Enclosures: EsGil 1/28 9320 Chesapeake Drive, Suite 208 ♦ San Diego. California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 CARLSBAD CBC2020-0027 FEB. 19,2020 GENERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD PLAN CHECK#.: CBC2020-0027 PROJECT ADDRESS: 2548 CAMPBELL PLACE CONSTRUCTION= 111-B; STORIES= TWO; SPRINKLERS= YES; HEIGHT= NO CHANGE; T.I. AREA= 39,000; USE= OFFICE/ LAB; OCCUPANCY = B DA TE PLAN RECEIVED BY ESGIL: 1/28 REVIEWED BY: ALI SADRE, S.E. FOREWORD (PLEASE READ): DATE REVIEW COMPLETED: FEB. 19,2020 This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. GENERAL 1. 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: 1. 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. 2. Bring "JYIJf2 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. 2. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. CARLSBAD CBC2020-0027 FEB. 19,2020 3. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list?□ Yes □ No PLANS 4. Please revise the sheet index on the cover sheet of the plans to match its content. I.e., add sheets N4-M004 through 9; add sheet N4-M206; add N4-M601, E203 & E204; E302; E502, E503, E604 through 606, etc. 5. As per door schedule on Sheet N4-A600, door E002 is labeled as E004 on Sheet N4-A 101, at grid line "A". 6. On Sheet N4-A102, the door to office 2.066 is noted as 2.068. 7. Please dimension all offices on floor plans. E.g., on Sheet N4-A101, see offices #1.024, 1.025, etc. Similarly, on the 2nd floor, review all office dimensions prior to resubmittal. 8. Please show interior glazing elevations on the plans for all offices with glass partitions. I.e., Sheet N4-A101, see those between gridlines H & L. Similarly, for the 2nd floor. Typical storefront details may be added to represent each different office floor type. I.e., offices with 7'-5½" width; 8'-9" width; 9'-9½" width, 11 '-5½"; 12'-8"; etc. This should cover all unique sizes on both floors. 9. Please dimension 18" strike edge clear distance adjacent to doors H2.001 & 2 on Sheet N4-A102. Similarly, for those on Sheet N4-A101, see doors H1.001 & 2. CBC, Fig. 404.2.4.1 (a). 10. Roof mounted equipment must be screened and roof penetrations should be minimized (City Policy 80-6). 11. If special inspection is required, the designer shall complete the city's "Special Inspection Agreement". See Sheet S1 .0 for the required Special Inspections. MISCELLANEOUS 12. Please see attached for any P/M/E correction items. 13. 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 ALI SADRE, S.E. at EsGil. Thank you. PLUMBING, MECHANICAL, ELECTRICAL PLAN REVIEWER: Scott Humphrey ··-··-•·•-·--- CARLSBAD CBC2020-0027 FEB. 19,2020 ARCHITECTURAL PME ITEMS 1. Electric Vehicle Charging (California Green Building Standards): If the newly constructed building includes a parking design of 10 or more spaces compliance with Table 5.106.5.3.3 is necessary for EV future charging capability. Provide the following design requirements found in section 5.106.5.3: Number of future EV spaces required, installed raceway design, electrical capability (amperes and location) and signage. 1. Be sure to also comply with Title 24 disabled access requirements for the EV stalls. Section 11 B-228.3. 2. If electrical vehicle charging equipment is installed: Provide a complete electrical design, including equipment specifications, a site plan, and an electrical branch circuit design, including load calculations. Include the compliance design for the accessibility requirements found in CBC 11 B-228.3 and CBC 11 B-812.5. MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) 3. Electrical outlets are required to be installed within 25' of mechanical equipment. Please include outlet locations, the receptacle specifications (GFCI & weather- resistant), and the extra duty cover specification. CMG 303.8.5 & CEC 210.63 4. Buildings of more than 15' in height shall have an inside means of roof access to access roof mounted HVAC equipment, that meets the design requirements of CMG 304.3.1.1 Please provide. City approval for use of an outside ladder is required. ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) 5. N4.A 120 note 4 -indicates dedicated area for PV system. Remember to coordinate sheet N4-M206 with the A-sheets to avoid any issues with the future PV system. 6. Sheet N4-E100 & E101 -I did not see any emergency lighting for the egress stairs. 7. Sheet N4.E401 -Feeder tags for the new conductors and conduit are not shown, absent. 8. PNL schedule EMDB1 is absent from the plans. Please include with the other PNL schedules. 9. This plan review did not include any renewable energy systems and were not indicated on the plans. Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Scott Humphrey 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. ----·---•·· CARLSBAD CBC2020-0027 FEB. 19,2020 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PREPARED BY: ALI SADRE, S.E. PLAN CHECK#.: CBC2020-0027 DATE: FEB. 19,2020 BUILDING ADDRESS: 2548 CAMPBELL PLACE BUILDING OCCUPANCY: B/III-B/SPR. BUILDING AREA VakJation PORTION (Sq. R.} Mulipler T.I. AREA 39000 Air Conditioning Fire Sprinklers ----------->------ TOTAL VALUE Jurisdiction Code CB By Ordinance .-------------------·--------------- 1997 UBC Buildin g Permit Fee • , <\·I \. i -------------------- i 1997 USC Plan Check Fee • Type of Review: r;; Complete Review r Repetitive foe ~ ,.. Repeats .. Comments: r Other r Ho,ily EsGil Fee .. Reg. Mod. VALUE 1 Structural Only --------··- ($} ----------- 1,813,890 ---] $3,349.69) Sheet 1 of 1 R -r,F ir-n JAN 2 4 2020 Cl I l WISEMAN +ROHYL STRUCTURAL ENG INEERS STRUCTURAL CALCULATIONS 9915 Miro Mesa Blvd. TEL (858) 536-5166 FOR ViaSat N4 T.I. Carlsbad, CA January 23, 2020 W+R Job #19-077 Suite 200 WRENGINEERS.COM 1 _______________________ D_e_srm ~ WISEMAN +ROHY ~RUCTURAL ENGINEERS I(. '3.. ~AL. AN:> PIA6C:INAL ~tm HEETNi T1-E ~ C1F &lEEI.. JOl&T IN&TitutE &Pl:Cf'ICATION &I-IAI..L !IE F!IIOVIPEP eY ne O!"l!N a.ea JOl6T& et.ff'LIER 1". OFEN I-EB &TeEI.. JOl&TMANF~ &HALL~ 8f'ECIAI.. 91)6 ~ T1-E ~ LENCiTM I& I.Ee& TMAN HMAT I& IQEGI.UR:P BY' &JI &f'ECFICATICIN&. TI. &EISl11C LOAD e,oec;FfEp ON FLANS 'DETAIL& I& BAeEO ON Al LCM4el.E &T!.s:e& 0£5\GN ~ ~ 16 C1F T1-E LATE&T 1.eC 5FECIAL IH&FECTION I. &l"ECIAL IN&F'ECTICIN 61-lALL. el! 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'T' n l<M f'lliOl'1 THE &ITE. 2Kh•"' '-' ::J Bid Set ~ Permit Set ~ Ccinslrudion Set ~ ~Dab! l} OietkBy 4-10-2006 ....I ______ _ : DrawnBy w Sale iii------- " Jobl'bnber- ~ Sheet Nlfflber ... i S--1,a, i --1 AfrBunr~ N L\TC Hazards by Location Search Information Address: Coordinates: 2548 Campbell Pl, Carlsbad, CA 92009, USA 33.1296786, -117.2625137 Elevation: 341 ft Timestamp: 2020-01-1 0T20:20:51.070Z Hazard Type: Seismic Reference Document: ASCE7-16 Risk Category: Site Class: II D-default Basic Parameters Name Ss Value 0.952 0.349 1.143 SM1 * null ~ So1 * null * See Section 11.4.8 Description MCER ground motion (period=0.2s) MCER ground motion (period=1 .0s) Site-modified spectral acceleration value Site-modified spectral acceleration value Numeric seismic design value at 0.2s SA Numeric seismic design value at 1.0s SA ..,.Additional Information Name Value Description SDC • null Seismic design category Fa 1.2 Site amplification factor at 0.2s Fv • null Site amplification factor at 1.0s CRs 0.904 Coefficient of risk (0.2s) CR1 0.913 Coefficient of risk (1.0s) PGA 0.415 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.498 Site modified peak ground acceleration TL 8 Long-period transition period (s) Temecula 0 341 ft ; Cleveland .-National Forest g.~~ Carlsbad \ . , I \ -< r 3 Anza-Bon Deser State P, \ '1 - San.Diego_r ,:,_ 1 o · Map data @2020 Google, INEGI SsRT 0.952 SsUH 1.053 SsD 1.5 S1RT 0.349 S1UH 0.382 S1D 0.6 PGAd 0.5 * See Section 11.4.8 Probabilistic risk-targeted ground motion (0.2s) Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) Factored deterministic acceleration value (0.2s) Probabilistic risk-targeted ground motion (1.0s) Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) Factored deterministic acceleration value (1.0s) Factored deterministic acceleration value (PGA) The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Deslpn Web Seryjces. While the Information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for Its accuracy. The material presented in the report shovld not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not Intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information troll) this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. 4 5 Exterior Door 0 a: WISEMAN-I-ROHY ~RUCTURAl ENGINEERS ..... I I L _J 3~ -, I I I L _J .,.~ u.: --, L _J ... .. 4,ll ..... I L-_J \_ -, ,.., l \_ -, 6 ~1 l , 0-, 0 r;;;J.. C c:, ~ Q) I ~ -:5 .cO \ ~ w ,_) i z \b I 1- <I 8 _J (1} 2 <I _J 0.. 2 0 I- <I " o ~ 2 ~ ~! IL 7 6'-41' -· F>ANEl. El.EvA rON Ai l.lNE(J) 1111· I 11!1! PAN!L@ I O.M. T'l'?'.UD.H. •. .,,. ◄'..£1• F>AN I.. EI..EYATON Ai 1..INE 2 F.C. PANEL FER FLAN• ELEV. •4 OWLS• 481 O.C. • PANEL ENDS U.O.N. . N . N 3'-tZ>" PO.JR 6TRIF TYF. U.O.N. I&" MIN. LAP 114-CONT. --. 1_ I 114-X 6 1-tZ>' o~e MATCM sPACING WI PANEL DWl.5 CONC. SLAB ON GRADE FER PLAN . N . ~ I½ I X If)' ORY'FACK • ltZ>1-tZ>1 o.c . :=:.illllai...d:/.~:---• FILL WI DFn'PAC.K OR NON-s..!RINK AFTER PANEL EJECTED. ~ 0 ri ::i . d Q I cC\ - $ FTG, GR. eM I AND PANEL L CisAADE BEAM FER J r=-2:-U~.~ FLAN 4 60-EDULE FER PLAN w..iEIE occu~ FER FLAN I 2--S CONT. T • B U.O.N. AT BLDG A 3--S CONT. T C B U.O.N. AT BLDG B OWLS TO MATCM FANELDWl..6 SIZE AND 5FAC5. T'rP BOTTOM OF FOOTING MIN. 12" INTO ~-etJIT AeLE STR.IC~ FILL SOILS AND MIN. IS" BELOW ADJACENT EXTERIOR~E w SD-\ 8 9 New Shaft Fram- I;;: WISEMAN-t-ROHY ~RUCTURAL ENGINEERS 1 \ TYP. U.O.N. IN BLAe 2 in iZ 2 JOIST LAYOUT 1'·"• O.C. IS ...,. I 2 ,. 2 ..,. ii ...,. . 2 ..,. ii ..,. ii ~ I <-s•J ! I I FG-~ I c-s•J I l ~ ~ I FG-4 I <-s·, I 1 ~ ,, -T ® ~l5MIC 2~,P& -11 I 9f1!MIC 20.3 f P& -1 ~,~I ~ 0 2 § f ~ II I u•-· r,:-I ~-ill Iii ~1 ~1 lj r'· ~ ~ 1 1~ "~lb ~wl I I I ~c=s lH,t .. v g; -~ - ~ • iZ :::) ==' <:> ' ,n ...,. ...,. ...,. 2. I I I • 2 i2 2 iZ i2 '-----,I -----ffi 0 r I I L 4 fl• &-"VS (e62l4MJ) n(\C:, TlN lX 6El~KIP5 z.NV ftOO~ ftlrN / ...I, 0 Ai Z X Loads: BLC 1, Dead Wiseman + Rohy Structur ... EAM 19-077 11 SK-1 Beam@ Chase Jan 14, 2020 at 2:21 PM Floor Beam at Chase.r2d IIIRISA Company Designer Job Number Model Name A NEMETSCHE~ COMPANY Hot Rolled Steel Properties I "ho! 1 A36 Gr.36 2 A572 Gr.50 3 A992 4 A500 Gr.B RND 5 A500 Gr.B Rect 6 A53 Gr.B 7 A1085 Wiseman + Rohy Structural Engineers EAM 19-077 Beam @Chase E fksil G fksil Nu 29000 11154 .3 29000 11154 .3 29000 11154 .3 29000 11154 .3 29000 11154 .3 29000 11154 .3 29000 11154 .3 Joint Coordinates and Temperatures I ~ I Label N1 N2 Joint Boundary Conditions Joint La I 1 N1 2 N2 Member Primary Data 1 Member Advanced Data Label IR M1 in Reaction Member Distributed Loads (BLC 1 : Dead) Therm (\ 1 E5 Fl .65 .65 .65 .65 .65 .65 .65 Jan 14, 2020 2:20 PM Checked By: __ DensiMk/ft1131 YiPlrHksil .49 36 .49 50 .49 50 .527 42 .527 46 .49 35 .49 50 I 1 I Member Label M1 Direction y Start Magnjtudenb/tt.F.ksfJ End Magnitude[lb/ft ... Start Location(ft.%1 End Locauon(ft.%1 -110 I -110 I o I o I Basic Load Cases RI r. -•--X Gravitv Y Gravitv Joint Point DistrihPtori .. nl~l HIIY 1 Dead DL -1 1 2 Live Rnnf RLL 3 Wind WL 4 ~""ismic EL RISA-2D Version 18.0.0 [F:\ ... \19\19-077 Viasat N4 Equipment\Calculations\Floor Beam at Chase.r2d] Page 1 12 IIIRISA A NEMETSCHEIC COMPANY Company Designer Job Number Model Name Wiseman + Rohy Structural Engineers EAM 19-077 Beam@Chase Load Combinations D So .. P ... S ... BLCFa .. BL 1 D Yes Y DL 1 2 D + Lr Y DL 1 /01C-. Jan 14, 2020 2:20 PM Checked By: __ RISA-2D Version 18.0.0 [F:\ ... \19\19-077 Viasat N4 Equipment\Calculations\Floor Beam at Chase.r2d] Page 2 13 WISEMAN + ROHY STRUCTURAL ENGINEERS 14 BY 01\ DATE 1i-/l, PROJECT V\AArtr N4 ¼v\\f · ~EITN~ __ OF __ JOB NO. lq-0,1 Le1 lfl(l.{)~ c~, tuioF LmV~ C~ M-17ul ~ ") fL~ l~ f~f ~ LLr :.VJ ~ff ~ 41v Df-'L, ~~ lr1 A'¼-:. 2.-sqo Vb-FT Vrrv-, -;}_~~<o th .[ ½'-Q { i,',o + r 1-'ft3"4' ~O C0NN~\\ON= rz_fl'\A, ... -z.( 4UStf)-: ~~Off ~\B = 4' q; (11\J ::. q I, 4 " ✓ M~ ~ 1/0('h8 ~t;F 14'J(q.:?i ·11 ::: tlPt;4 U?-rr i. ~:sqo u;ff \I n,tN ~ 1/z (J/IJ x4 )( q_ ~~) ,, 7 o~ vf3 ·L 2-80~ u / ~ q~o vf.i ✓ IV1fY\rh:: Y0 (;0 P6F X z ')( ~') 2 -i-1/4 (1b1 ~)(0 ') . ? Z01lP ~-ff t-l~C\O ~-fT I VM<ti~ Y1(~9--,1.')(S') + 1/1-(10~1) ~ vs~ vr:, L itlb5 U?J J t,. q17() t,..-f; / \ \Jli £\"( \J 'f012-tro f2-(D • : © WISEMAN+ROHY Strucforal Engineers = JOIST AND BEAM DESIGN TABLE = Sept2017 (2015 IBC / 2016 CBC/2015 NOSl PROJECT: Viasat N4 Equipment LOCATION: Carlsbad, CA JOB NO: 19-077 Based On : 2016 CBC (2015 NOS) C, = 1.15 (repetitive member factor) F v = 180 psi (for Light Framing and Joists & Planks) Wood : Douglas-Fir/Larch E = 1,700,000 psi (#1 Light Framing) Fv = 170 psi (for Beams & Stringers and Posts & Timbers) E = 1,600,000 psi (#2 Joists & Planks, #1 Beams & Stringers, #1 Posts & Timbers) -FLOOR---ROOF -MEMBER: SIZE: (35 PCF) PROPERTIES: BENDING STRESS: (Lb-ft& Lb) Cd= 1.00 {Lb-ft & Lb) Cd= 1.25 Nominal Grade Type B (ln) O (in) PLF A(1n•2) S(1n•3) l(in•4) Fh(psl) CF FbxCF M ...... M.,..(repl V-ax M ___ M-•• (rep) Vm .. 2x4 #1 LF 1.5 3.50 1.3 5.3 3.1 5.4 1000 1.50 1500 383 440 630 479 550 788 2x6 #2 JP 1.5 5.50 2.0 8.3 7.6 20.8 900 1.30 1170 737 848 990 922 1060 1238 2x8 #2 JP 1.5 7.25 2.6 10.9 13.1 47.6 900 1.20 1080 1183 1360 1305 1478 1700 1631 2x10 #2 JP 1.5 9.25 3.4 13.9 21.4 98.9 900 1.10 990 1765 2029 1665 2206 2537 2081 2x12 #2 JP 1.5 11.25 4.1 16.9 31.6 178.0 900 1.00 900 2373 2729 2025 2966 3411 2531 2x14 #2 JP 1.5 13.25 4.8 19.9 43.9 290.8 900 0.90 810 2963 3407 2385 3703 4259 2981 4x4 #1 LF 3.5 3.50 3.0 12.3 7.1 12.5 1000 1.50 1500 893 1027 1470 1117 1284 1838 4x6 #1 JP 3.5 5.50 4.7 19.3 17.6 48.5 1000 1.30 1300 1912 2198 2310 2390 2748 2888 4x8 #1 JP 3.5 7.25 6.2 25.4 30.7 111.1 1000 1.30 1300 3322 3820 3045 4152 4775 3806 4x10 #1 JP 3.5 9.25 7.9 32.4 49.9 230.8 1000 1.20 1200 4991 5740 3885 6239 7175 4856 4x12 #1 JP 3.5 11.25 9.6 39.4 73.8 415.3 1000 1.10 1100 6768 7783 4725 8459 9728 5906 4x14 #1 JP 3.5 13.25 11.3 46.4 102.4 678.5 1000 1.00 1000 8534 9814 5565 10668 12268 6956 6x4• #1 JP 5.5 3.50 4.7 19.3 11.2 19.7 1000 1.05 1050 983 (not allowed) 2310 1228 (not allowed) 2888 6x6 #1 PT 5.5 5.50 7.4 30.3 27.7 76.3 1200 1.00 1200 2773 (not allowed) 3428 3466 (not allowed) 4285 6x8 #1 PT 5.5 7.50 10.0 41 .3 51.6 193.4 1200 1.00 1200 5156 (not allowed) 4675 6445 (not allowed) 5844 6x10 #1 BS 5.5 9.50 12.7 52.3 82.7 393.0 1350 1.00 1350 9307 (not allowed) 5922 11634 (not allowed) 7402 6x12 #1 BS 5.5 11.50 15.4 63.3 121.2 697.1 1350 1.00 1350 13638 (not allowed) 7168 17048 (not allowed) 8960 • Flat Use Member Design 2016 CBC -Joists(lb-ft) DFL ..... U1 16 Equipment SUf!POrt & m ~ WISEMAN+ROHY ~RUCTURAL ENGINEERS WISEMAN + ROHY STRUCTURAL ENGINEERS BY 'tVY\ DATE . PROJECT \/\fl½fIT N4 I-1 . twora r VMt c;vfro ~-r Mltx VN\t Wt1lft\,-; 52o \f t PvPrTFO ~ d-oo ~ 10D~ / /2. ~~ ~ " UM\\ l;Wf(ft( ·. 17 SHEET NO. __ OF __ JOB NO. \6' --071 Mmm --1/4 (-;uio:tt')(8') :-,BD ~ 'ft" L 1;10 l.8-fr fnA.aw, t {{n Nf l/4YtD _ t ONl:, e,J¼ftn\/f 4 -x u tt I ~ON~ Yz 1-iqo * -:: l~i; ~ 1-r\'¼' : V rnA,,, q~C) L13 / (I,? o Lf; jO'\l-,t~: Pfhl~ fOYl WOO ~ rroo UtrtJ ftT trrv"f p~ fo,Nr rroocv v(t(}~ 00 Nar t"xWS-0 lOUD \JB rt12JOt<;1 /{,f.k_ •N ... -m "''- ;;coof= f:;;cAM ING r=J...AN . &cALE, "•' • !'•tD' NOTE&, I. 32LH (2&6/128) DENOTE& ~• Ll-l-6ERIES OF£N I-EB STEEL JOIST HI Lk-l~ TOT AL LOAD OF 2&6 POI.ND& FER Lit-EAR FOOT AND I.Hlro,;;H LlvE LOAD OF 12& FOUNDS ~ LINEAR FOOT. LOADS rROM HECi-l LkollT5 Alo£ NOT INCLUDED AND ADDITia-lAL LOADS MJ&T ~-4.141~~!..,U's;.J.a::::,;:!:L!~ IN ADDITlal TO AeOVE ™E OFEN WEB &TEEL JOl&T6 &HALL eE DE61GNED n.,r..._...,,._ AL.50 IN ADDITioH TO n-lE AeOVE, OF&! le Jofef H~R e 2. 24<:s3N (ll.2e,K/4.eei!Q DENOTE& 24" OFEN I-EB &TEEL Gl~ER HI 6 &PACE& eETWEEN POINT LOAD& TOT AL LOAD OF TI.21Z> KIP5 AND LlvE LOAD OF 4.B4ZI KIP5 AT EACM l"'OINT. Tl-IE LOAD& Alo£ NOT EGIIJALL l' SPACED AND VERIFY' WITM Tl-IE PLAN FOR Tl-IE LOCATION OF POINT LOADS. ~'~\A\L, roOf JOt~T CttTti\r-t ...... 00 r-1 1 r f£(5IIOLBS) I ~ -, L ..J I I ••-MMLSS) L~..J (JliOlBS) r-7 1-2 @rt! I -, 12ao LBS) 1-3 I I L. ..J t:f.lOOlBS) L _ J 1 (280L8S) .J (j=:(300LBS) 7 .J -2 ~---- CJ [JOOLBS) 7 .J 1 (E)SFl.1 (700~ L_J (280LBS):u~ -7 -, ,.. -, I I I ..J r-7L ..J . -, L_J I ..J r-1 I I L ..J L J (lllllSS) 1-7 d OJ •-1-• ~GV-1 L/_J$f-, ~ l10LSS) )GV-5 /falEF1.1 Ill (a5LBS) • (7LSS) ,rie)GV-2 / (IOLSS) (E)Sf 12 / (700LSS;_/ 0 ~-~CHANICAL ROOF PLAN ~ l--·- r L r L f£(5801BS) I I L_..J f£(5801BS) I I L_..J ""' r L f£(560LSS) I I L_..J ~---, ~ CD N>OOR FNI SECTllH SYMBOi. OESCRIPT10H AAEASERVED INl00A FNI ll0TDR Of'£ll WI. LBS-ffl4IIOI. 0ESCRPTl0N CfN E.S.P. ORM H.P. y PH Hl MCA M0CP MCA '..!!. 1-1 LEIERTal036RA SERVERlA8 3325 -Dl1ECT 1.211(2) ... ) to II.I l!O m ™ UEIIERTWCUD40 u I~ UEIIEJITCIIIX!MA SERVERIAB :ms -Dl1ECT 1.211(21 4EO 3 80 ,._, 80 ,,. ™ UEBERTMCNIMO u '...IL UEBERTCIIIX!MA SEJIVEl!lA8 3325 1-3 -Dl1ECT 1.2&(2) ,ao 3 ao 3'.1 50 m ~ LIEBERT MCN040 u ~ IJEBERTCROl!AA SER\'ERIAB 3325 ... -0IAE<:T 1.211121 , .. 3 80 39.1 50 ,,. •'f.;➔ UEet'RTNCNO«I u '..ti: LlEBERT CR03SAA SEJMRIAB 3325 -OOIECT 1.211121 4EO 1-5 3 80 39.1 SD . .,,, ◄'fi➔ LDERTM01:M0 u f-!!-1 .. LE.BERT <Jl335AA SER\'EltlA8 3325 -l>RECT 1.211(2) .., ) II) 30.1 ., . .,,, •~➔ l18151TNCMD<O 1.t 1 LUERTCIICJSIA SERVERlA8 l32!5 -l>Ra:T 1.211(2) ... 3 ao 31.1 !O "" •~➔ UEBeRT....,.., 1., 1-7 (j) PIUMDE WITII IHTEGRAI. CINJOISATE ......... ® """"°" WITII HOT GAS BYPASS. (D PROVIOE wmt SflGl.E TOGGlE D&:CHIECT swm:H. © PflO'IIJE WllH SM0I(£ DETECTDR. @ DOC CXlNTllCU~ wmt BM:NET CD.IPATIB1UTY. INl00A FN/ SECTDI S'MlOt. DESCRl'TION N1£AS8Mll IIOOOft FAN IIOlOR OPERWT . .... 11'111101. OESCM'TIOI< CfM E.S.P. ORM H.P. V PH Hz MCA NOCP MCA @ TRANE TYIE12044BM AIRCRAFT EHG. lAB 4000 1n BELT ln ... 3 80 • 15 515 ~ TRANE TWA.1~ 20 @ TfW£ TAMWICSIV51 OOSIAB 2000 -l>Ra:T 1n "" 1 .. • 15 210 ·~ TIWE,-1 " -~ TRAHE TWEl2044SM NB-YM300MlA8 -1.0 BELT ln ..., 3 ., • 15 515 ~ l1WETWA1-IWI 20 •~J TRNET~-41 HB-ERMMX>SGIILMI 12ll0 -ORCT 05 21111 1 .. . 15 ""' ~ TIWE ,_, 11 1¥,➔ TRANE TWE..12044SAA 111-51\UB -u BB.T l.O , .. 3 10 • 15 515 ~ TRANE 1WA120440A8 20 '{i-➔ TRANE TWE120448M SFT2LAII 40011 1.0 BB.T l.O "" 3 10 • 15 515 l£ 11WETWA120640M 20 1 .. (j) PAOVIOEWITIIIHTEGAALCCNlEIISATt PUMP {y PROYDE lfflliSMOl(E CETECTOR. (D D!JCCONl1'0UEDWITH II.IOET COMPAllBUTY. © DUAI.COMPAESSOR. N>00R FNl SECTDII 0U1000R SECTION $Yl48a. OESCAIPTION AAEASERVED HlCX'.JRFANIIJTCR OPellWT . ELECTRICM.. DAT A OPEJ!.WT. .... SYM80L CE$CIIJl'TION UIS. CfM ORl,'E y PH MCA MOCP y PH TOTAi. ~ ICTSIA!ISHIPKM361W 11'$ 9111 DIRECT "' 1 .. ~ PUZ-Al8N!W ZS 31 2111 1 "" !!OJ) ® WITSUB(stt ~•w {Ejr.llf 77S DIRECT ,ca 1 .. ~ _, ZS 31 208 1 210 24.D E)fC1•1-t 1£1 CAAAl£R =• IE!'"'' eoo DIRECT 208 1 150 1.E,cu1.,. (£) CARRIER 2.www, ZS " 208 1 150 no ~ lfflU8ISHJPKl,.AlGl(A7 IEJIDF 1120 OllECT 21111 1 05 ~ PIJWJENKA7 25 " 2111 1 210 3U (j) PROl'IOE sr<Glf POOIT P0YiER C0Nl£CTXlN AT COlllEKSING UNT. (y PROYllE 1',TfH CIHVISATE Mol'. (D POTtHTW. E-l'OWER COtKCTION. © RElllNlAHT UNIT TOCffRATE Olll Y IF CFC 1-1 FAU. IN-RACK UNIT SCHEDULE 0UIOOOR SECl10H B.EClRICAl. CATA OPEil WT. C00UNG CAPACITY M0CP V PH Hz w. 1~;:,"~, w..-.. ..... .,, EHTD8 "I' 15 4EO 3 l!O "° 122.2 1t1.2 95 ao 15 '81 3 l!O 2IIO 122.2 111.2 95 .. " '81 3 ao 2IIO 122.2 111.2 95 ao " 4EO 3 .. 2IIO 122.2 111.2 " es 15 4EO 3 .. 210 122.2 111.2 95 es 15 ..., 3 .. 1IO 1222 111.2 95 .. 15 ... 3 ID 2IO 1222 1112 95 .. - FAN COIL SCHEDULE 0UIOOOR SEC110N B.ECTRICM. DATA OPER.WT. COOUNGCAPACITY M0CP y PH Hz LaS. ····-...., EHTDB"f ZS ... 3 .. SIii 127.1 ... 95 ao 50 "" , ., Jl50 ID.0 40.< 95 80 Z5 ... 3 II) SIO 121.1 ... .. ., 30 !OIi 1 .. 3611 37.1 ZS.I .. 80 Z5 ... 3 ., SIii tZ7.1 IIU .. 80 ZS ... 3 .. .., 127,1 ... , " 80 DUCTLESS FAN COIL UNIT SCHEDULE Rffl!IGEAAIIT C00.l<G CAPACITY 1'81) OWIGE TYPE llflS.I WIS. _ .. EI/TD8 .. OOWB'F 21.D ., ., ., .. , .. ID.< GE@ 11.D " 80 ., RA1GA 1~, GE@ 141 ., II) ., RA1GA 10., GXOOXD 17.0 ., 80 ., .. , .. 10., GE@ EI/TW8"f .. 5 &U .. 5 ... 5 au 64.5 64$ EHTWB"f ... , 6U 14.9 .... GU 611.9 GXOOX!@ GXOOX!@ GXOOX!@ GXOOX!@ GXOOX!@ GXOOX!@ ~ GXOOXD GXOOXD GXOOXD 0:00) GXOOXD GXOOXD N 0 WISEMAN+ROHY STRUCTURAL ENGINEERS EQUIPMENT SEISMIC ANCHORAGE (2018 IBC / 2019 CBC/ ASCE 7-16) Version 3.0 PROJECT: Viasat N4 Tl LOCATION: CU JOB NO: 19-077 21 1/14/2020 09:22:48 EQUIPMENT ANCHORAGE PER ASCE 7-16 13.3.1 ap = 2.5 Equipment Weight= 260 lb Length (long side)(@ anchors)= 24 in R -p-6.0 Curb Weight = 0 lb Width (short side)(@ anchors)= 16 in Oo= 1.0 Total Weight = 260 lb (Wp) Sos= 0.762 # Anchors on long side (10 max) = 2 (24 in oc) I = p 1.0 Top of Curb to COG= 35 In # Anchors on short side (8 max) = 0 (16inoc) z= 30 ft ( equip ht) Curb Height = 0 in h = 30 ft (roof ht) Total Ht to COG = 35 In (HT) (not counting corners at short sides) Total Anchor Points= 4 Horizontal Component {LRFD) Fpx = 0.4 (~) (Ip)(Sos)(W,,) ( 1 + z~) = FpxMIN = 0.3 (Sos) (Ip) (Wp) = F px MAX= 1.6 (Sos) (Ip) (W p) = 0.381 Wp 0.381 Wp I 0.229 Wp 1.219 Wp Anchor Layout r·1 ,. r·,_ --·-··-, 84 ••; .-,-·---·r··· .,. ,-· J I I ; . I I I J i ! ~-i-••r-~-1--~-i-~-•~--4--~-i ,-l•-t-.--~-~-~ i ; I : ' I i . I i I I I . ! I --r-~--j--!.--t .. -:--r-~ 60 -1--1· --_--j--r,-1--;--i--.. L I I : L I • I I I I I . i L I I I •~•i•-:--, --;•-; •••i•-.•• •1•--!••r• :•-;•-•, •-j••j-•• ' ! I ! I ! : ' : I i I 1--~--4 --r-~-~--~-•-~6--~-J -~. ·+-]--~-f-~--~-1 ! ..1' ! ! i I , I ~ I i ! : . l ! , _ -1 ---• , •• 1 -, ---t--J • -~ -,-•.• -r -. -, -!--" -..;. _, I • ! : 1 I : j I i . j · i ' j. I 1--j---; •• 1 1 _.~-;.7. ~-12 .L.,-+-~ ..j .L.L .--' 1 i l I I i I '!f°" ' . I J I , 1 ~. , =-----' ._ ~,,_:j.. ~ I ;~~~ l ' I L . I ' ' i ' . j ' : I ·lf0 i-46 _.72 . .:48 .; -,24_f2 -· .24 1 _ Alj -~ -7,2. -l-.96. , .120 Vertical Component {LRFD) i ! I ! j l : 1 . f t ; ! t f I f , ! . ~1·-7-~r-1-:--r~-· r-7-~-.: i if 1----l--r-f -. ·1·i··-·"·-'·•i-·i· ,_ ·36 •i··.-·!·;-l--1·-'--:--1-~ 0.1524 WP J I j I I t : • j I ; f j ~ ! ,-1· ··r·I ,··;·f 1••j•• ~-1 ·r ,··1'·-~-~-T·!--• ' . ' • , I . }--, · --; ·t 1 ·'··t-T -60 -i··! ! : -, ,--!·-.· L., : I ' i I ! ' ' ! j i I I I : I : ·r---1--r-·· ;·: ! ! i --r i ~:· !-t : f- ; J I ~: '• --84 .. 4 J .. • • l .; . '. i. i I Anchorage Calculations: Strength Level Forces: ASD Level Forces: 0.381 WP = 0.152 WP = Critical Angle = 0 99.1 lb 39.6 lb degrees Fpx •HT= 3467 lb-in Mor= 0.267 WP = 0.107 WP = Critical Angle = 0 69.3 lb 27.7 lb degrees Fpx •HT= 2427 lb-in MR= (0.9-Fp,) •WP• Lx = 1555 lb-in (at critical angle) MR= (0.6-Fp,) •WP• Lx = 1026 lb-in (at critical angle) Tu= Vu= NOTES: ,.,, ----- 60 25 (Mor -MR) = 1912 lb-In (at critical angle) lb Tension/ Anchor (worst case anchor) [ TAso = lb Shear/ Anchor (all equal) ~----V ASD = 44 17 (Mor -MR) = 1401 lb-in (at critical angle) lb Tension I Anchor (worst case anchor) lb Shear/ Anchor (all equal) -This spr osheet checks all angles (0 deg -90 deg) for each bolt arrangement. Forces given are for the worst-case angle. s are measured up from the horizontal line in the diagram above through the center of the unit (0 deg = right, 90 deg = up). -ttachment to concrete or masonry shall use Omega unless governed by a ductile shear or tensile failure. -If equipment is mounted on vibration isolators with the clearance from equipment to frame > 0.25 inch use 2Fp (double Sds). -Lx is the distance to the farthest anchor measured perpendicularly from the angled line of rotation. 1 ~:: l.U ( ~06 WJ1,~1CV') -:: q1 ~ l;v., 7 7 44 u; ✓ Vfr\A--;t.~Ll~Ol,f,1)('2//~-,~ tl\1 W7 77 ~1 \A')✓ P-SERIES SUBMITTAL DATA: PKA-A36KA7 & PUZ-A36NKA7(-BS) • MITSUBISHI 36,000 BTU/H WALL-MOUNTED HEAT PUMP SYSTEM IT'& ELECTRIC ! Job Name: System Refe,eace Indoor Unit: Outdoor Unit: PKA-A36KA7 o PUZ-A36NKA7 o PUZ-A36NKA7-BS " INDOOR UNIT FEATURES • Sleek, compact design • Simple installation • Vane setting for air flow direction control • Auto fan speed mode • Ideal for spaces such as server rooms, daycare centers, classrooms, churches, small offices, and more OUTDOOR UNIT FEATURES Variable speed INVERTER-driven compressor Suction accumulator pre-charged with refrigerant volume for piping length up to 100 ft (70 ft. for A12/18/24/30) 24-hour continuous operation (cooling mode) • High pressure protection Fast restart due to bypass valve make it ideal for equipment cooling applications, such as data centers • Superior energy and operational efficiency J Date: Specifications are subject to change without notice. © 2018 Mitsubishi Electric Trane HVAC US LLC. All rights reserved. 2 3 SPECIFICATIONS: PKA-A36KA7 & PUZ-A36NKA7(-BS) Indoor Unit PKA-A36KA7 Model Number PUZ-A36NKA7 Outdoor Unit PUZ-A36NKA7-BS Maximum Capacity Btu/h 36,000 Rated Capacity Btu/h 36,000 Minimum Capacity Btu/h 16,000 Maximum Power Input w 3,330 Cooling1 Rated Power Input w 3,330 Moisture Removal Pints/h 9.70 Sensible Heat Factor 0.70 Power Factor % 96.50 Maximum Capacity Btu/h 40,000 Rated Capacity Btu/h 38,000 Minimum Capacity Btu/h 18,200 Healing at 47°F2 Maxirt]um Power Input w 3,700 ' Rated Power Input w 2.460 Power Factor ' % 95.50 Maximum Capacity Btu/h 25,900 Rated Capacity Btu/h 22,400 Heating at 17°F3 Maxi~um Power Input I w 2,670 ' Rated Power Input ' w 2,610 SEER ' 18.80 EER •1 10.80 Efficiency HSPF (IV) 9.20 COP at47°F2 4.52 COP at 17°F3 2.51 Voltage, Phase, Frequency 208 / 230V, 1-phase, 60 Hz Guaranteed Voltage Range VAC 198 -253 Voltage: Indoor-Outdoor, S1-S2 VAC 208 / 230 Electrical Voltage: Indoor -Outdoor, S2-S3 voe 24 Voltage: Indoor -Remote controller voe 12 Recommended Fuse/Breaker Size A 30 Recommended Wire Size (Indoor -Outdoor) AWG 14 MCA A 1.00 Fan Motor Full Load Amperage A 0.57 Fan Motor Output w 56 Airflow Rate, Dry CFM 705-810-920 Indoor Unit Airflow Rate, Wet CFM 635-730-830 External Static Pressure in.WG n/a Sound Pressure Level dB(A) 43-46-49 Drain Pipe Size In. (mm) 5/8 (16) Specifications are subject to change without notice. © 2018 Mitsubishi Electric Trane HVAC US LLC. All rights reserved. SPECIFICATIONS: PKA-A36KA7 & PUZ-A36NKA7(-BS) Indoor Unit Model Number Outdoor Unit Condensate Lift Mechanism, Max. Distance HeatExchangerType External Finish Color Unit Dimensions Package Dimensions Unit Weight Package Weight Indoor Unit Operating Cooling Intake Air Temp (Maximum / Minimum) Temperature Range Heating Intake Air Temp (Maximum/ Minimum) MCA MOCP Fan Motor Full Load Amperage Fan Motor Output Airflow Rate Refrigerant Control Defrost Method Heat Exchanger Type Sound Pressure Level, Cooling1 Sound Pressure Level, Heating2 Compressor Type Compressor Model Outdoor Unit Compressor Rated Load Amps Compressor Locked Rotor Amps Compressor Oil Type II Charge External Finish Color Base Pan Heater Unit Dimensions Package Dimensions Unit Weight Package Weight Specifications are subject to change without notice. Ft. (m) W: In. (mm) D: In. (mm) H: In. (mm) W:ln. D: In. H: In. Lbs. (kg) Lbs. •F •F A A A w CFM dB(A) dB(A) A A oz. ~ D: In. (mm) H: In. (mm) W:ln. D: In. H: In. Lbs. (kg) Lbs. (kg) PKA-A36KA7 PUZ-A36NKA7 PUZ-A36NKA7-BS Plate fin coil White Munsell 1.0Y 9.2/0.2 46-1/16 (1170) 11-5/8 (295) 14-3/8 (365) 51 18-8/16 14-4/16 46 (21) 53 90 DB, 73 WB / 66 DB, 59 WB 82 DB/ 50 DB 25 31 0.5 + 0.5 74+ 74 3,880 Electronic Expansion Valve Reverse Cycle Cross fin 52 53 INVERTER-driven twin rotary MNB33FBRMC-L 8 13 FV50S //45 Ivory Munsell 3Y 7 .8/1.1 330 + 30 [13+1-3/16] 1338 (52-11/16] 42-15/16 17-11/16 56-4/16 214 (97) 245(111) © 2018 Mitsubishi Electric Trane HVAC US LLC. All rights reserved. 4 DIMENSIONS: PKA-A36KA7 & PUZ-A36NKA7 (-BS) PUZ-A36NKA7(-BS) 11 FREE SPACE (Around the unit) I 12 SERVICE SPACEI I 3 FOUNDATION BOLT~ 14 PIPING-WIRING DIRECTIONS! The diagram below shows a basic example. Explantion of particular delals ara given In the lristaffalion manuals elc. Dimensions of space needed for service access are shlM'll In lhe below diagram. t~~ 1 ¼~)1....-~.,.,.,..,.~-:lt-"irlll ... ,. I Example of Notes I @·· Refrigerant GAS pipe conn«:tion (A.ARE) 115.88(5/IIF) (y-· Rslrlge!ant UOUID ~ a>medion (fURE) o9.52(3/8F} '1 -ln<lalial d STOP VALVE c:onnec:lion locaian. Hlndlefor Piping Knockout Hole Details ·-.,...,,, .. .,.,_,.,, <2> .. ...... Please seare lhe ll1it frmly with 4 bJndallon (M10<W3/8>) bolts. (Bolts and washers must be purchased localy.) <Foundation bdl height• ,l~a.!~ ,d Rea,Nr .. .. .,,,.. .--... ,,,.,,_ o.ii,.., 111«1!11~ ! ~ I I -=--IT).-J "I N,c).U,t&J, ! .,.,.... = .. ~ i Pi)ing and wmg comedians can be made from 4 directions: FRONT, Rig!-.. Rear and Below. ~for .,_ ciioi" .. (•!kl- Side Alr Intake I ¢i § ~ ~ Unit: mm<in> Rear Air Intake n 2:l'S<CI-Dm">. V D<nlll> ,. ... ,., 2-12"110nlhils ~BdlM-) 2-09-lllflli:tlMlhct.l ,_ .. ll!t<W)l,j ~ ~ ~ ; ,Wi<t2•71l2>-i ·,f i" G.c1..i1,n, ! i (~~) Sena !!!!!!!!.!!!! ~ y N ~ :- ~ ~ ~ :- Front N U1 WISEMAN +ROHY STRUCTURAL ENGINEERS EQUIPMENT SEISMIC ANCHORAGE (2018 IBC / 2019 CBC I ASCE 7-16) Version 3.0 PROJECT: Viasat N4 Tl LOCATION: IC JOB NO: 19-077 26 1/14/2020 09:22:07 EQUIPMENT ANCHORAGE PER ASCE 7-1613.3.1 ap = 2.5 Equipment Weight = 280 lb Length (long side) (@ anchors)= 46 In R = p 6.0 Curb Weight= 0 lb Width (short side)(@ anchors)= 39 in Oo= 1.0 Total Weight = 280 lb {Wp) Sos= 0.762 # Anchors on long side ( 10 max) = 2 (46 in oc) I = p 1.0 Top of Curb to COG = 14 in # Anchors on short side (8 max)= 0 (39 in oc) z= 30 ft ( equip ht) Curb Height = 18 in (not counting comers at short sides) h= 30 ft (roof ht) Total Ht to COG = 32 In (HT) Total Anchor Points = 4 Horizontal Component (LRFD) Fpx= 0.4 (~) (rp)(Svs)(Wp) ( 1 + 2~) = Fpx MIN = 0.3 (Sos) (Ip) (Wp) = F px MAX = 1.6 (Sos) (Ip) (W p) = 0.381 WP I 0.381 W p j 0.229 Wp 1.219 Wp Anchor Layout Vertical Component (LRFD) 0.1524 WP Anchorage Calculations: Strength Level Forces: ASD Level Forces: Mor= 0.381 WP = 0.152 WP = Critical Angle = 106.7 lb 42.7 lb 0 degrees Fpx*HT = 3414 lb-in 0.267 WP = 0.107 Wp = Critical Angle = 0 74.7 lb 29.9 lb degrees F px • HT = 2390 lb-in MR= (0.9-FpJ • Wp • L. = 4082 lb-in (at critical angle) MR= (0.6-Fpz) • Wp • L,. = 2694 lb-in (at critical angle) NOTES: 0 27 0 lb-in (at critical angle) lb Tension/ Anchor (worst case anchor) lb Shear/ Anchor (all equal) 0 19 0 lb-in (at critical angle) lb Tension I Anchor (worst case anchor) lb Shear/ Anchor (all equal) -This spreadsheet checks all angles (0 deg -90 deg or each bolt arrangement. Forces given are for the worst-case angle. -Angles are measured up from the horizontal line i he diagram above through the center of the unit (0 deg= right, 90 deg= up). -Attachment to concrete or masonry shall use Om a unless governed by a ductile shear or tensile failure. -If equipment is mounted on vibration isolators wit the clearance from equipment to frame> 0.25 inch use 2Fp (double Sds). -Lx is the distance to the farthest anchor measur perpendicularly from the angled line of rotation. ( r ) ?;JB "cb }: i " L. Li. f\ r el\ . ~ o . t . f.,'f I Nl:J r 6U1 o ,v / ...,.,.,\,,,,UIIIGlll ~v• IGI CIIC:U U I , .. vwc 111u1;.1 £.U,., I I·""' .. ~··· \"-'-'I/• 27 ~ VERTIV_ DPN003436 Page :1 /1 LIEBERT MC CONDENSER CABINET & ANCHOR DIMENSIONAL DATA 1 FAN (MCS028, MCM040, MCL055) ® \Nith Receiver Option ~D A 1 I 1/2' (13mm) X 1' (25mm) Obround Typ. LIEBERT MODEL NUMBER ~ MCM040 DIM'G' DIM 'H' MCl.055 DIM 'G' DIM "H" Q ~~-~ ~-------' 0. 0 & ---( 165mm I Ref. 6 112· I --K ----• Front View (Lee Temp Shown) F in. (mm) ffi (LEG HEIGHT DIMENSIONS) 2 18 (457) I 36 (914) I 48(1219) I 60 (1524) -r 31·518 (803l ~ 49·518 (1260J I 61-518 (1565) I 73-518 (1870) \_ 39-518 (1006) J 57-518 (1464) I 69-518 (1768) I 81-518 (2073) ~7/8(911) I 53-7/8 (1368) I 65-7/8 (1673) I TT-7/8 (1978) 43-518 (11oai I 61-518 (1565) I 73-518 (1870) I 85-518 (2175) C in(mm) Din(mm) Kin (mm) Lin(mm) M ln(mm) REV: 2 REV DATE : 12/16 ----···-·· ... ~-··-·-·--.... ··-·-···--· --·-. ··-...... ,--•1• LIEBERT MC CONDENSER CONDENSER AND OPTION WEIGHT DATA, lb(kg) Size Small (MCS) Medium (MCM) Condenser Model MCS028 MCS056 MCM040 MCM080 MCM160 Refrigerant Circuits 1 2 1 1 2 2 C 18"LegJ 154 ( 70) 270 { 122( 231 ( 105) ~41 ( 200) 441 { 200) 860 { 390) Condenser Dry 36" Leg 286 ( 130) 419 { 190) ;jij;j \ f65) 590 ( 268) 590 ( 268) 1066 ( 484) Weight 48" Leg 318 ( 144) 451 { 205) 395 ( 179) 622 ( 282) 622 ( 282) 1114 ( 505) 60" Leg 349 { 158) 482 ( 219) 426 ( 193) 653 { 296) 653 ( 296) 1160 ( 526) r----..... Additional Welaht for Options ------PDX-EEV Receiver--___ 45 ( 20) I' 45 ( 20) 45 { 20) _ ~ Lee-Temp -i--.......55 (25) 110 ( 50) 55 ( 25\~ ~ 45) 110 ( 50) 220 ( 100) DSE Receiver DAOS0/080/085 ,. 45 (20) 90 (41) DSE Receiver DA125/150/165 ------92 (42) 184 ( 83) 575V Transformer --~5) 65 ( 29) 6o°Tm-h-zo._(32) 70 ( 32) 80 ( 36) Coated Coil ------4 ( 2) 8 ( 4) 5 ( 2) 10 { 5)-~ 20 ( 9) S~. ... .. Bracing 18" legs 40 ( 18) 40 ( 18) 40 ( 18) 40 ( 18) 40 ( 18) Of~ Large {MCL) MCL055 MCL110 MCL165 538 Condenser Dry 1----=--=i!..---.+=""'-::::=-i...;:;;.:..L----1,...;...;.;;,.,.i_~~,;,.;;,.:;.~.;.;..J.,,.~:.:.:....i..;:.;:.;.i_i---;....:.;;..J....:..::.:.L-1~.::.::...i..:6:.::.59:.L..l weight 681 PDX-EEV Receiver Lee-Tem DSE Receiver DAOS0/080/085 Total weight is the sum of 'Condenser' + ('PDX-EEV Receiver' or 'Lee-Temp' or 'DS E Receiver 050/080/085' or 'DS E Receiver 125/150/165')'+'Coated Coil'+ '575V Transformer'.+ 'Seismic/Wind Bracing' DPN003034 Page :1 /1 702) REV : 4 REV DATE : 4/18 28 ----· ··-· ... ::,-• ·-· -·---.. ·-. -· ··--· --. -.. ·-............ ,--. ,. ~ VERTIV~ LIEBERT MC CONDENSER PIPING DIMENSIONAL DATA SINGLE CIRCUIT 1 FAN, 2 FAN, 3 FAN & 4 FAN UNITS COVER' LEAVING LIQUID LINE ~ INVERTED TRAPS ARE FACTORY PROVIDED INSIDE CONDENSER -=--=--=--=--=-FIELD PIPING OPTIOMo.b FUSIBLE PbUG SeRVICE Kl+ TO 13E 13R~H.l INTO THE blOOIC blNE(S) IN EITWER THE VERTICAL OR HORIZONTAi. l?GSITION. p.bA,IERE REOOIREC) f\lER+ICAb l?GSl+l~I IS 12REFERREC, HOOIZON:r.Ab ROSl+ION IS 012TIONA6) I I • I I I -==== ')) LEAVING c. -=. -=. -=. _ 1/ LIN /.-----.-------.-----r----------, ENTERING HOT GAS LINE NUMBER CONDENSER CONNECTION SIZES, OD, IN MODEL NO. OF FANS CIRCUITS HOT GAS LINE LIQUID LINE OPN002166 Page :1 /1 MCS028 MCM 040 7/8 MCM MCL055 1-1/8 7/8 MCL 110 2 1-3/8 1-1/8 MCL 165 3 1-3/8 1-1/8 MCL220 4 1-5/8 1-3/8 • SHIPPING COVER IS NOT NECESSARY FOR PROPER CONDENSER OPERATION AND MAY BE RECYCLED IF FIELD PIPING INTERFERES WITH PROPER REATTACHMENT. REV : 4 REV DATE: 12/16 29 WISEMAN+ROHY STRUCTURAL ENGINEERS EQUIPMENT SEISMIC ANCHORAGE (2018 IBC / 2019 CBC / ASCE 7-16) Version 3.0 PROJECT: Viasat N4 Tl LOCATION: LC JOB NO: 19-077 30 1/14/2020 09:24:07 EQUIPMENT ANCHORAGE PER ASCE 7-1613.3.1 ~yf.,\W ~ ap = 2.5 Equipment Weight= ~ Rp= 2.0 Curb Weight = Oo= 1.0 Total Weight= Sos= 0.762 I = p 1.0 Top of Curb to COG= z= 30 ft ( equip ht) Curb Height = h = 30 ft (roof ht) Total Ht to COG = Horizontal Component (LRFD) Fpx = 0.4 (~) (lp)(Sos)(Wp) ( 1 + 2~) = Fpx MIN = 0.3 (Sos) (Ip) (Wp) = FpxMAX = 1.6 (Sos) (Ip) (Wp) = 1.143 WP Vertical Component (LRFD) Anchorage Calculations: Strength Level Forces: 1.143 WP = 0.152 WP = Critical Angle = 662.9 lb 88.4 lb 0.1524 WP 0 degrees Mor= F px • HT = 20883 lb-in 580 lb 0 lb 580 lb (Wp) 28 in 3.5 in 31.5 in (HT) I 1.143 Wp 1 0.229 Wp 1.219 Wp MR= (0.9-Fpz) •WP• Lx = 6721 lb-in (at critical angle) (Mor MR) = 14162 lb-in (at critical angle) Tu= 228 lb Tension I Anchor (worst case anchor) Vu= 166 lb Shear/ Anchor (all equal) NOTES: Length (long side)(@ anchors)= Width (short side) (@ anchors) = # Anchors on long side (10 max) = # Anchors on short side (8 max) = (not counting corners at short sides) Total Anchor Points= Anchor Layout ASD Level Forces: 0.800 WP = 0.107 WP = 464.1 lb 61.9 lb 44 31 2 0 4 Critical Angle = 0 degrees Fpx •HT= 14618 lb-in in in (44 in oc) (31 in oc) MR= (0.6-FpJ •WP• Lx = 4435 lb-in (at critical angle) 164 116 (Mor -MR) = 10183 lb-in (at critical angle) lb Tension/ Anchor (worst case anchor) lb Shear/ Anchor (all equal) -This spreadsheet checks all angles (0 d -90 deg) for each bolt arrangement. Forces given are for the worst-case angle. -Angles are measured up from the hori ntal line in the diagram above through the center of the unit (0 deg= right, 90 deg= up). -Attachment to concrete or masonry ¥1811 use Omega unless governed by a ductile shear or tensile failure. -If equipment is mounted on vibra1iJ.6 isolators with the clearance from equipment to frame > 0.25 inch use 2Fp (double Sds). -Lx is the distance to the farthest j .chor measured perpendicularly from the angled line of rotation. (1l '1/ro"~'t~'1 L.~. 11T ef\. \0O \J1Y11tz. Li'fv . a~ 4 \~O vf1-i1J~s N\~N ) J -TRANE' Customer: Project: Name : ViaSat N4 General Unit Function Voltage Refigeration Circuit I Stage Field Installed Accessories Thermostats Isolators Coll Protection Model Number TWA12044DAB••AR0300000000000000000000000 10 Ton CU Heat Pump Unit Tonnage 460/60/3 Refrigerant Dual Compressors / Dual Circuit Controls Touchscreen Programmable 4H/2C Communications interlace Steel spring Isolators Service Valve Black Epoxy Cond Coll w/Guard {AN/TUBE) 10Tons R-410A Refrigerant RellaTel {Heat Pump) BACnet communication Interface Service Valve accessory kit 31 -TRANE' SERVICE PANEL SERVICE PANEL -.......!P"--------L, 1/4" DIA. LIFTING HOLES ( 4 PLACES) WEIGHTS ANO CORNER WEIGHTS Shlpphg: Ne! Comer 1: Comer 2: Comer 3: Comer◄· 482.0 lb 439.0lb ~~--- 156.0lb 102.0lb 109.0lb 71 0 lb WEIGHTS AND LOAD POINT LOCATION WEIGHT ANO RIGGING 32 -TRANE' SERVICE PANEL SEE NOTE 4 HAil GUARD (OPTIONAL) SUCTION LINE LIQUD LINE SEE NOTE 3 c? SERVICE CLEARANCE 48" (SEE NOTE 2 FOR CLEARANCE CONTROL WIRING 35 314• 42 5/16" 1116" 11 3/8" 6" 1/4" NOTES: 1.ACCESS OPENING IS FOR FIELD INSTALLED BAYLOAM ACCESSORY 2 MtUMUM CLEARANCE FOR PROPER OPERATION IS 36" FROM WALLS, SHRUBBERY, PRIVACY FENCES ETC. MINIMUM CLEARANCE BETWEEN ADJACENT UNrTS IS 72". RECOMMENDED SERVICE CLEAR AN CE 48" 3. TOP DISCHARGE AREA SHOULD BE UNRESTRICTED FOR 100" MINIMUM. UNrT SHOULD BE PLACED SO ROOF RUN-OFF WATER DOES NOT POUR DIRECTLY ON UNrT 4. OUTDOOR AIR TEMPERATURE SENSOR OPENING (00 NOT BLOCK OPENING) HAIL GUARD (OPTIONAL) t:40":j HAIL GUARD 715116"1 SERVICE PANEL □ l-2511116~ 37 11116" SERVICE PANEL SIDE 6" 1 13116" 2 7/8" ----50 15116"'---- 52" WITH HAIL GUARD rt 0 BOTTOM OF UNIT 7/16" DIA. ISOLATOR MOUNTING HOLES (OUTSIDE HOLES · 4 PLACES) 50 3/4" 44 3/4" ll-,.j 313/16" 31 11116" 1 11/16" 10 TON HEAT PUMP CONDENSER (DUAL COMPRESSOR) DIMENSIONAL DRAWING 33 -TRANE' ELECTRICAL DATA CONDENSER °ELECTRICAL DATA COMPRESSOR MOTOR Model: TWAl2044D No.: 2 Un~ Operating Volege. 414•506 Volls: 460 Minimum Circuit Ampacly: 20.0 Phase: 3 Maximum Fuse Siu: 25.0 Amp•RLA: 1.81.8 Maximum Circuit Breaker: 25 0 Amp•LRA: 520152.0 GENERALDATACONDENSER CODLtlG PERFORMANCE (1X2"lXA15J COMPRESSOR Matched Air Handler: TWE120◄'S• Number: Condensing Untt Only: 115,000 No. Compressor /Tons: ARI Nol Cooing Capecily: 118,000 Matched Air Handler (EER): 11.2 Condensing Unff Only (EERt. System KW 12.6 Condensing Unit KW: 9.9 SYSTEM DATA m 9.1 No. Refrigerant Circuits: System IEER. Suction Line Qn.) OD: 12.2 I Liquid Line (in.) OD: OUTDOOR COIL OUTDOOR FAN Tube Size (11.) OD 318" No. Usedi1liamtter (11.): Face Area (sq. ft.) 29" Drive Type/No. Speeds: Rows/FPI 2118 No. Moto~/HP. Motor RPM: REFRIGERANT CHARGE (Fld Supplied) ('/Jll) TYPE. R-4IOA (Ctcuts #1): 14.0lb (Ctculs #2~ 14.0lb NOTES: I , Cooing performance Is rated at 95 F ambient, 80 F entemg dry bulb, 67 F entering wet blAb. Gross capacttydoes not include the effect or Ian molor heel. AHRI capaci1y is nel end includes the effect of Ian motor heat. Ratings shown ere tested end certified In eccordence with AHRI 2. Standard 3<401360 or 385 certification program. 3. Condensing Unit Only Gross Cooing Capec11)1 rate at 45 F saluratad suclbn 1emperalura and at 95 F ambienl. 4. ARI Nal Cooling Capacity Is calculated wrtfl matched blower coil and 25 n of OD inlerconnect1ng tubing. EER is rated atAHRI cond-ions and 11 accordance with DOE test procedures. 5. Integrated Part Load Value is based on AHRI Standard 3<401360 or 365 Unls are rated at 80 F ambionl, 80 F entemg dry bulb, and 67 F entering wet bulb at AH Rt rated CFM. 6. Sound Ratng shown is tested In accordance with AHRI Standard 270 7. Reier to refrigerant piping [)(ogram tor line sizing and llne length. 8. Refrigerant (operating) charge is for condensi1g unit (ah clrt:uls) with mateh11g blower cols and 25 ft. of intereonnecling ralrigeranl lines. Al units are shj)ped wlh a small nitrogen holdi1g charge only 34 CONDENSER FAN MOTOR No.: I vons. 460 Phase: 1 Amp.FLA: 2.5 Amp•LRA· 58 'Scroll 2/4.3 '2 1 116° Horlzonal 1118" Vertical 112" ·1128" DIRECT 11 1/1 1,100 -TRANE' -------5 518" ------- t-------s·-------; i-------41/8"---- SOLT FOR BOLTS L_ 2 1/8" 500• --+-+--- i- 3 1/2" NOTES 3/8" DIA. ADJ. BOLT 3" LENGTH 25" 318" DIA. ADJ. BOLT 3" LENGTH 1. VERIFY WEIGHT, TYPE, AND ALL DIMENSIONS WITH INSTALLER DOCUMENTS BEFORE INSTALLATION 2. VERIFY NUMBER OF ISOLATORS AND LOCATION BEFORE INSTALLATION. SPRING FLOOR ISOLATOR BAYISLT023. 024, 025, 032 BAYISLT019,021 318" DIA. X 518" LG. POSITIONING PIN 35 ( WISEMAN + ROHY STRUCTURAL ENGINEERS 36 BY W oATE \ /io PROJECT ~,1 \u..;M,-tn:~N--+4-----SHEET NO. --:--OF __ JOB NO. \ 1 -0]7 \\tThfmNu-VN\ r ~vwoir W(l'(l,,~1 -(~f VN\t ~ VJ\~ 1 S10 ~ 'Z. IS II w -x g \ ,, L X '2. I II It UtJ\0nWf \f5S0\1 I :; 11~ -t+ ftiLOtAJ~ 7 ~'2,q ~ ✓ 0~ l~ I l,fftN) ~1. lWil) trx :::. 40 ~ ~ -fOTin-C~V) ~t~ fiKZ,tM ~ 401; ~ --1-f2 :: lB~ W (~~ 2 Si~ WISEMAN +ROHY STRUCTURAL ENGINEERS EQUIPMENT SEISMIC ANCHORAGE (2018 IBC I 2019 CBC I ASCE 7-16) Version 3.0 PROJECT: Viasat N4 Tl LOCATION: HP JOB NO: 19-077 37 111412020 10:57:52 EQUIPMENT ANCHORAGE PER ASCE 7-1613.3.1 ap= 2.5 Equipment Weight= 570 lb Length (long side)(@ anchors)= 44 in R = p 2.0 Curb Weight= 0 lb Width (short side)(@ anchors)= 31 in Oo= 1.0 Total Weight= 570 lb (Wp) Sos= 0.762 # Anchors on long side (10 max) = 2 (44 in oc) Ip= 1.0 Top of Curb to COG = 0 in # Anchors on short side (8 max) = 0 (31 in oc) z= 25 ft ( equip ht) Curb Height = 0 in (not counting corners at short sides) h= 30 ft (roof ht) Total Ht to COG = 0 In (HT) Total Anchor Points = 4 Horizontal Component (LRFD) Fp•= 0.4 (~)(rp)(S05)(Wp)(1 + zi) = F P• MIN = 0.3 (Sos) (Ip) (W p) = F P• MAX = 1.6 (Sos) (Ip) (W p) = 1.016 WP 1.016 Wp 0.229 Wp 1.219 Wp I Anchor Layout e Calculations: ./ ~~----------~~ ASD Level Forces: ~ T= u NOTES: Fp, *HT= 0 ..,,.,--.- lb Tension / Anchor (worst case anchor) lb Shear I Anchor (all equal) 0.711 WP 0.107 WP =~ _s..,. 60.8 lb 0 0 4358 degrees lb-in lb-in (at critical angle) MNcr -.. ''-(~or-MR) = o lb-in (at critical angle) "----.. T Aso = 0 lb Tenslo /.Anchor (worst case anchor) V ASD = 101 lb Shear I Ancho al equal) -This spreadsheet checks all angles (0 deg -90 deg} for each bolt arrangement. Forces given are for the worst-case angle. -Angles are measured up from the horizontal line in the diagram above through the center of the unit (0 deg= right, 90 deg = up). -Attachment to concrete or masonry shall use Omega unless governed by a ductile shear or tensile failure. -If equipment is mounted on vibration isolators with the clearance from equipment to frame > 0.25 inch use 2Fp (double Sds). -Lx is the distance to the farthest anchor measured perpendicularly from the angled line of rotation. p1ooo & P1001 Channels P1000 -:SEAM LOADING --- Den. at Uniform Loading at Deflection Max. Allowable Uniform Span Uniform Load Load Span/180 Span/240 Span/360 In Lbs In Lbs Lbs Lbs 24 1,690 0.06 1,690 1.690 1.690 36 1,130 0.13 1,130 1.130 900 ---0.22 850 760 500 48 850 60 680 0.35 650 480 320 --0.50 450 340 220 72 560 84 480 0.68 330 250 160 96 420 0.89 250 190 130 108 380 1.14 200 150 100 ---120 340 1.40 160 120 BO 144 280 2.00 110 80 60 --168 240 2.72 60 60 40 192 210 3.55 60 50 NR ---·--·--· 216 190 4.58 50 40 NR 240 170 5.62 40 NR NR pioo1r P1000 · COLUMN LOADING Max. Allowable Maximum Column Load Applied at C.G. Unbraced Load at Height Slot Face K = 0.65 K = 0.80 K=1.0 K = 1.2 In Lbs Lbs Lbs Lbs Lbs 24 3,550 10,740 9,890 8,770 7,740 36 -· ~ 190 _ _ -·-8,910 --7,740 6,~o __ ~~--.. 48 2.770 7,260 6,010 4,690 3,600 60 ~~g_ 5,910 ____ , .. 1.•.?J~ ~.6~ 2,960 --------·•· ... 72 2,080 4,840 3,800 2.960 2,400 84 ___ 1,860 _ 4,040 _],200 __ ... 2.480 -·-1,980 -96 1,670 3,480 2,750 2,110 1,660 108 1,510 ...... 3,050 ,_.,_ 2,400 __ ).~10. .. --.. 120 1.380 2,700 2,110 .. .. 144 1,150 2,180 1,660 .. .. P1000/P1001 • ELEMENTS OF SECTION ---·-- Parameter P1000 P1001 Area al Section 0.555 ln2 1.111 ln2 Axis 1-1 Moment of Inertia (I) 0.185 In' 0.928 In' Section Modulus (S) 0.202 fnl 0.571 lnl Radius ol Gyration (r) 0.577 In 0.914 In Axis 2·2 Moment of Inertia (I) 0.236 In' 0.471 In' Section Modulus (S) 0.290 ln3 0.580 In' Radius or Gyration (r) 0.651 In 0.651 In 38 UNI STRUT. P1001 • BEAM LOADI NG Defl. at Uniform Loading at Deflection Max. Allowable Uniform Span Uniform Load Load Span/180 Span/240 Span/360 In Lbs In Lbs Lbs Lbs 24 3,500' 0.02 3.500' 3,500' 3,500' 36 3,190 0.07 3,190 3,190 3,190 --. -----·-. 48 2,390 0.13 2,390 2,390 2,390 60 1,910 0.20 1,910 1,910 1,620 •·· --.. - 72 1,600 0.28 1,600 1,600 1,130 84 1,370 0.39 1,370 1,240 830 Civ ~ ·---·------·~ 0.51 1,200 630 108 1,060 0.64 1,000 750 500 .. --·----·- 120 960 0.79 810 610 410 144 BOO 1.14 560 420 280 --------·-----. ---- 168 680 1.53 410 310 210 192 600 2.02 320 240 160 . ----~ - 216 530 2.54 250 190 130 240 480 3.16 200 150 100 \ Ql)-\r o.0!;) (6.'oS') ::: gv1 ~ Fn,,\.'G\N (~ ~)' ~ 111-'1 lr¼M (Qt;ft,.1•· .. -----•-·-·----P1001 · COLUMN LOADING ______ .. ________ ------------ Max. Allowable Maximum Column Load Applied at C.G. Unbraced Load 1 Height at Slot Face In Lbs 24 6,430 ' 36 6,290 -; . --•--.. 48 6,160 i 60 6,000 T 1? 5,620 [_ 84 ·'--5,170 96 4,690 108 ·--~..Q.. .. 120 3,690 144 2,930 Notes: • Load limited by spot weld shear. "KVr > 200 NR = Not Recommended. K= 0.65 K = 0.80 K=1.0 K = 1.2 Lbs Lbs Lbs Lbs 24,280 23,610 22,700 21,820 22,810 21,820 20,650 19,670 -· 21,410 20,300 18,670 16,160 20,210 18,670 15,520 12,390 18,970 16,160 12,390 8,950 16,950 13,630 9,470 6,580 14,890 11,190 7,250 5,040 12,850 8,950 5,730 3.980 10,900 7,250 4,640 .. 7,630 5,040 .. .. 1. Beam loads are given in /Q1s!.I uniform load (W Lbs) nol uniform load (w lbs/It or w lbs/in). 2. Beam loads are based on a simple span and assumed to be adequately la~ally '::-. braced. Unbraced spans can reduce beam load carrying capacity. Reier t~ for reduction faclors for unbraced lenglhs. 3. For pierced channel. multiply beam loads by the following factor: "KO" Serles ....... 95% "HS" Series ....... 90% "S "H3" Serles ........ 90% "OS" Series ........ 70% 4. Deduct channel weight from the beam loads. 5. For concentrated midspan point loads, multiply beam loads by 50% and lhe corresponding dellection by 80%. For other load conditions refer to page 18. 6. All beam loads are for bending about Axis 1-1. • UNI STRUT. PSSOO • BEA'!,4 LOADING Max Allowable Span Uniform load In lbs 24 3,270 36 2,180 Dell. at Uniform Uniform load Span/180 In lbs 0.04 3,270 0.09 2,180 -----------48 1,640 0.15 1,640 60 1,310 0.24 1,310 72 1,090 0.34 1,090 84 940 0.47 930 96 820 0.61 710 108 730 0.78 560 120 650 0.95 460 144 550 1.39 320 168 470 1.89 230 192 410 2.46 180 ----~---216 360 3.07 140 240 330 3.86 110 P5500 • COLUMN LOADING Maximum 39 .,,.,--, ' P5501 • B EAM LOADING ' ------- loading at Deflection Max Dell. at Uniform loading at Deflection Allowable Uniform Span/240 Span/360 Span Uniform load load Span/180 Span/240 Span/360 lbs lbs In Lbs In lbs Lbs Lbs 3,270 3,270 24 5,220' 0.01 5,220' 5,220· 5,220' 2,180 2,180 36 5,220' 0.04 5,220' 5,220' 5,220' 1,640 1,420 48 4,820 0.08 4,820 4,820 4,820 1,310 910 60 3,860 0.13 3,860 3,860 3,860 950 630 72 3,220 0.19 3,220 3,220 3,220 700 470 84 2,760 0.26 2,760 2,760 2,500 530 360 ~ ~ 0.34 2,410 ~ 1,920 420 280 108 ' 0.42 2,140 2,140 1,510 340 230 120 1,930 0.52 1,930 1,840 1,230 240 160 144 1,610 0.76 1,610 1,280 850 170 120 ; 168 1,380 1.03 1,250 940 630 130 90 192 1,210 1.35 960 720 480 110 70 216 1,070 1.70 760 570 380 90 60 240 960 2.09 610 460 310 r;sor,: z.41 01r (o.9;)co.;1(0.1\9li:: 11~~ fhtww. C4~s; 1~\()~ (O,~'>(o.~1 · -;: tu~" ~ tn,tM)• Ct7~etn~) 't., it. OOIP/4t2mV UJ1h?tW: P5501 • COLUMN LOADING Maximum Allowable Maximum Column load Applied at C.G. Unbraced Load ' Allowable Maximum Column load Applied at C'.G. Unbraced Load ( Height at Slot Face K=0.65 K = 0.80 K "1.0 K= 1.2 In Lbs Lbs Lbs Lbs Lbs 24 4,640 13,840 12,570 10,840 9,190 36 3,970 11,050 9,190 7,030 5,370 48 3,180 8,420 6,390 4,620 3,630 60 2,550 6,250 4,620 3,450 2,780 72 2,120 4,790 3,630 2,780 2,260 84 1,810 3,890 3,010 2,330 1,910 96 1,580 3,290 2,580 2,020 1,650 108 1,400 2,860 2,260 1,770 1,440 120 1,270 2,530 2,020 1,580 .. 144 1,060 2,070 1,650 .. .. 168 920 1,750 1,380 .. .. P5500/P5501 · ELEMENTS OF SECTION Parameter P5500 P5501 Area of Section 0.726 ln1 1.452 ln1 Axis 1-1 Moment of Inertia (I) 0.522 In' 2.805 In' Section Modulus (S) 0.390 ln3 1.151 ln1 Radius of Gyration (r) 0.848 In 1.390 In Axis 2·2 Moment of Inertia (I) 0.334 In' 0.669 In' Section Modulus (S) 0.411 In' 0.823 ln1 Radius of Gyration (r) 0.679 In 0.679 In UY.U Height at Slot Face In Lbs 24 8,580 36 8,350 48 8,080 60 7,720 72 7,270 84 6,780 96 6,130 108 5,450 120 4,800 144 3,760 168 2,970 Notes: ' load limited by spot weld shear. "KUr > 200 NR = Not Recommended. K= 0.65 Lbs 31.810 29,700 27,390 25,170 23,190 21,510 20,110 17,750 15,260 10,830 7,950 K = 0.80 K =1.0 K=1.2 Lbs lbs lbs 30,880 29,520 28,100 28,100 26,000 24,070 25,330 22,910 20,940 22,910 20,510 17,170 20,940 17,170 12,700 18,740 13,430 9,330 15,630 10,290 7,150 12,700 8,130 5,650 10,290 6,590 .. 7,150 .. .. 5,250 .. .. 1. Beam loads are given in /Q1m, uniform load (W Lbs) not uniform load (w lbs/ft or wlbs/in). 2. Beam loads are based on a simple span and assumed to be adequately laterall~.,:;-. braced. Unbraced spans can reduce beam load carrying capacity. Refer to Pag~ for reduction factors IOf unbraced lengths. 3. For pierced channel, multiply beam loads b following lactOf: "KO" Series ....... 95% "HS" Series ....... 90% 4. Deduct channel weight from the beam loads. 5. For concentrated midspan ~...iBl_ loads. multiply beam loads by@ and ~h:--,. corresponding deflection b~ For other load conditions refer to pagB\!V 6. All beam loads are for bending about Axis 1-1. UNI STRUT. LATERAL BRACING LOAD REDUCTION CHARTS Span Single Channel Double Channel Ft. (m) In. (cm) P1000 P1100 P2000 P3000 P3300 P4000 P4100 P«oo P4520 PSO00 P5500 P1001 P1101 P2001 P3001 P3301 P4001 P4101 P4401 P4521 P5001 P5501 2 (0.61) 24 (61) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 (0.91) 36 (91) 0.94 0.89 0.88 0.96 1.00 0.94 0.98 4 (1.22) 48 (122) 0.88 0.78 0.75 0.91 1.00 0.88 0.94 5 (1.52) 60 (152) 0.82 0.68 0.61 0.88 0.98 0.83 0.91 6 (1 83) 72 (183) 0.78 0.59 0.48 0.84 0.97 0.79 0.89 7 (2.13) 84 (213) 0.75 0.52 0.41 0.82 0.96 0.75 0.86 8 (2.44) 96 (244) 0.71 0.47 0.35 0.79 0.94 0.72 0.84 9(2.74) 108 (274) 0.69 0.43 0.32 0.77 0.93 0.69 0.82 10 (3.05) 120 (305) 0.66 0.40 0.29 0.75 0.92 0.66 0.80 12 (3.66) 144 /366) 0.61 0.36 0.25 0.70 0.89 0.60 0.76 14 (4.27) 168 (427) 0.55 0.32 0.23 0.66 0.86 0.55 0.73 16 (4.88) 192 (488) 0.51 0.30 0.21 0.62 0.84 0.50 0.69 18 (5.49) 216 (549) 0.47 0.28 0.19 0.58 0.81 0.47 0.65 20 (6.10) 240 {610) 0.44 0.26 0.18 0.54 0.78 0.43 0.61 BEARING LOADS ON UNISTRUT CHANNEL Loads are calculated based on 2007 Specification For The Design Of Cold Formed Steel Structural Members published by AISI Channel P1000 P1100 P2000 P3000 P3300 P4000 P4100 P4400 P4520 P5000 P5500 LOAD Bearing Length 1¾w (41 mm) Maximum Allowable loads Lbs (kN) 6,700 29.80 3,500 15.57 2,500 11.12 6,700 29.80 6,800 30.25 2,600 11.57 3,500 15.57 7,300 32.47 7,300 3247 6,500 28.91 6,600 ?Q 1/i 1.00 1.00 0.98 0.96 0.94 0.92 0.91 0.89 0.87 0.84 0.81 0.78 0.75 0.72 1.00 0.98 0.99 1.00 1.00 1.00 1.00 0.85 0.89 1.00 1.00 1.00 1.00 0.70 0.77 1.00 0.98 0.98 1.00 0.55 0.67 0.97 0.93 0.92 0.98 0.44 0.58 0.93 0.87 0.85 0.97 0.38 0.51 0.89 0.82 0.78 0.96 0.33 0.46 ~0.76 0.71 0.95 0.30 0.42 0.81 0.70 0.64 0.94 0.28 0.40 0.78 0.65 0.57 0.91 0.24 0.36 0.70 0.54 0.45 0.89 0.22 0.32 0.63 0.45 0.38 0.87 0.21 0.30 0.56 0.39 0.32 0.84 0.19 0.28 0.49 0.34 0.28 0.82 0.18 0.26 0.44 0.31 0.25 LOAD Bearing Length 1¾w (41 mm) Maximum Allowable Loads Lbs (kN) 3,100 13.79 1,700 7.56 1,200 5.34 3,200 14.23 3,200 14.23 1,200 534 1,800 8.01 3,400 15 12 3,400 1512 3,000 13.34 3,100 13.79 1.00 1.00 1.00 0.98 0.95 0.92 0.88 0.85 0.82 0.76 0.70 0.64 0.58 0.52 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 0.97 0.98 1.00 0.93 0.96 1.00 1.00 0.90 0.93 0.97 0.88 0.92 0.97 0.97 0.83 0.87 0.95 0.83 0.89 0.95 0.95 0.76 0.81 0.92 0.79 0.85 0.92 0.92 0.68 te- 0.90 0.74 0.81 0.90 0.90 0.61 0.70 0.87 0.69 0.78 0.87 0.87 0.54 0.64 0.82 0.60 0.71 0.82 0.83 0.43 0.53 0.78 0.51 0.64 0.77 0.78 0.35 0.45 0.73 0.44 0.57 0.72 0.73 0.30 0.39 0.68 0.39 0.50 0.67 0.68 0.27 0.34 0.63 0.35 0.45 0.62 0.63 0.24 0.30 LOAD Bearing Length 3¼w (82 mm) Maximum Allowable Loads Lbs (kN) 7,700 34.25 4,000 17.79 3,000 13.34 7,700 34.25 7,800 34.70 3,000 13.34 4,100 18.24 8.400 37.37 8,400 37.37 7,500 33.36 7,600 33.81 a a, ril!i. tzt!!I 40 41 WATER SOURCE HEAT PUMP UNIT SCHEOULE ----l-'---.... -'-'-'+-'"'-"',.---+-'--'"-'"-~,a"'--'-'"""-1' -;~~ IOIS. 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U • 'L!lVI • (?Xi) Tranquility® 30 Premier ~ffieiency (TE) Series Models TED/HN 026 -072 60Hz -HFC -410A The Tranquility-30 Premier Efficiency Series delivers the ultimate in efficiency, comfort, reliability and serviceability -inte lligently drive~ by th e iG ate•, the industry's firsttwo-way communicating control. two-stage compressor, vari ab le speed fa ~ and indu stry-first vFlow• internal variable water fi ow components. The Tran q uilitY-30 al so delivers reli ab le operation, lower operating cost and comp act installation . . Advantages of the Digital TE Series: • Advanced Controls -iGate~ communicating control provides advanced unit functionality and comprehensive configuration, monitoring and diagnostic capabilities through digital communication links with the variable- speed fan motor, variable-speed source pump (or modulating valve) and communicating thermostat or configuration/diagnostic tool • Internal Variable Water Flow -Industry-first, built-in vFlo~ replaces a traditionally inefficient, external component of the geothermal system (water circulation) with an ultra-high efficient, variable speed, internal water flow system consisting of an internal variable speed circulator or an internal modulating motorized water valve • Earth Pure® (HFC-41 0A) refrigerant • Copeland UltraTech™ two-stage scroll compressors Unit Size Vertical A B C Upllow Width Depth Height Model 026 In 22.4 25.6 48.5 cm 56.8 65.1 123.2 038 in 25.4 30.6 50.5 cm 64.5 77.8 128.3 049 In 25.4 30.6 54.5 cm 64.5 77.8 138.4 064 & in 25.4 30.6 58.5 072 cm 64.5 77.8 148.6 • ECM variable speed communicating fan motor with soft start • Exceeds ASH RAE 90.1 efficiencies • Part load operation significantly lowers annual operating costs • Galvanized steel construction with black matte polyester powder coat paint and silver accents • Stainless steel drain pan • Unique double isolation compressor mounting for quiet operation • Provides dedicated ClimaDry modulating reheat dehumidification mode • TXV metering device • Extended range (20 to 120°F, -6.7 to 48.9°C) operation • Eight Safeties Standard Horizontal A B C Model Width Length Height 026 in 22.4 62.2 19.3 cm 56.8 158.0 48.9 038 In 25.4 71.2 21.3 cm 64.5 180.8 54.0 049 in 25.4 76.2 21.3 cm 64.5 193.5 54.0 064 & in 25.4 81.2 21.3 072 cm 64.5 206.2 54.0 43 Physical Data Mochll 026 038 049 084 072 "',:. Compressor (1 Each) Two-Slage Scroll Factory Charge (HFC-410A) 44 (1.251 52 [1.471 69 [1.961 142 [4.031 140 (3.97) (oz) (kg) ECM Fan Motor & Blower . Fan Motor (hp) (W) 112 [373) 1/2 (373) 1 (746) 1 (746) 1 [746) Blower WtJeel Size (dis x w) • 9 X 7 [229 X 1781 11 X 10 [279 X 2541 11 X 10 [279 X 254) 11 X 10 (279 X 254I 11 X 10(279x254) (ln)(mm] Water Connection Size 1....' -"~- FPT (in) ii 3/4 314 1 1 1 HWG Connection Size ' FPT(in) 112 1/2 112 1/2 1/2 Coax Volume ' ,., Volume (US Gallons) Pilers) 0.76 [2.88) 0.92 [3.48) 1.24 (4.69) 1.56 (5.91) 1.56 (5,911 Vertical Upflow/Downflow ' Air Coll Dimensions (h x w) · 28 X 20 (711 X 508) 28 X 25 (711 X 635) 32 X 25 (813 X 635] 36 X 25 (914 X 635) 36 X 25 (914 X 635) (ln)(mm] Slandard Filler• 1· (25.4mm) 28 X 24 (711 X 610) 28 X 29,5 (712 X 749] 32 X 29.5 (813 X 7491 36 X 29.5 (914 X 749) 36 X 29.5 (914 X 749) Throwaway, qly (In) [mm] Weight -OperaUng, (lbs) (l(g) 298 (135) 359 [1631 448 (2031 475 (215) 475 (2151 Weight· Packaged, (lbs) (kg) 308 (140] 369 (167] 458 [2081 485 (220] 485 [220] Weight-CllmaDiy II (lbs) (kg] 38 [17) 41 [1 9] 44 (201 49 [221 49(22] Horizontal . Air Coll Dimensions (ll x w) • (In) (mm] 18 X 31 (457 X 787) 20 X 35 [508 X 889) 20 X 40 (508 X 10161 20 X 45 [508 X 1143] 20 X 45 (508 X 11431 1 • 18 X 20 (457 X I~ Standard Filter -1 • [25.4mm) 2 • 18 X 18 (457 X 4571 1 -12x20(305x508) 508] 2 • 20 X 24 (508 X 2 • 20 X 24 [508 X Throwaway, qty (In) (mm) 1 -20 X 25 (508 X 635) 1 -20 X 24 (508 X 610) 610) 6101 Weight -Operating, ·(lbs) (kg) 298 (135] 359 [163) 448 (2031 475 (215) 475 (2151 Weight -Packaged, (lbs) [kgl 308 (140] 369 [167] 458 (208I 485 [2201 485 (220) Welght-ClimaDry II (lbs) (kg) 38 (17) 41 (19) 441201 49 (22) 49 (22] Notes: All units have TXV expansion device and 112" & 3/4" electrical knockouts, Tested To ASHRAE/AHRl/1S0 13256-1 English (1-P) Units Water Loop Heat Pump Ground Water Heat Pump Model Cooling 86"F Heating 68°F Cooling 59°F Capacity EER Capacity COP Capacity EER Btuh Btuh/W Btuh Btuh Btuh/W TE026 Part 19,200 19,8 23,600 7.0 22,000 TE026 Full 25,000 17.4 31,400 6.0 28,500 TE038 Part 27,400 20,1 32,600 6.5 30,700 TE038 Full 37.700 17.9 45,700 5,8 42,100 TE049 Part 36,300 18.8 42,200 6.1 41,800 TE049 Full 48,600 16,8 56,700 5,1 55.000 TE064 Part 46,300 18,7 54,700 6.0 53,100 TE064 Full 61,500 16,2 77,400 5.4 71,500 TE072 Part 53,000 16,8 64,600 5.2 60,800 TE072 Full 68,300 15.1 85,300 4.8 77,700 Cooling capacities based upon 80.6°F DB, 66.2"F W8 entering air temperature Heating capacities based upon 68'F DB, 59'F WB entering air temperature Ground Loop Heat Pump ratings based on 15% antifreeze solution All ratings based upon operation at lower voltage of dual voltage rated models LC 1028 Rev, : 8-21-18 34.1 26.4 34.4 26,1 32,9 25.3 32.4 24.4 28,6 22,5 Heating 50°F Capacity COP Btuh 19,000 5.4 25,800 5,1 27,300 5.5 37,900 5,2 34,800 5,0 46,800 4.6 44,000 5.0 63,200 4.8 53,200 4,5 71,400 4.4 Ground Loop Heat Pump Full Cool n ·F Full Heat 32"F Part Cool 68°F Part Heat 41°F Capacity EER Capacity COP Btuh Btuh/W Btuh 20,800 28.0 16,800 5,0 26,000 19.9 20,200 4.1 29,700 29.6 23,800 4.8 39,000 20.3 29.700 4.4 39,100 27.4 29,800 4.4 49,600 19.3 36,400 4,0 51,200 26.7 38,100 4,4 66,200 18.8 48,700 3.9 58,100 23.2 46,000 3.9 71,700 16.9 55,800 3.7 -=-CLIMATEMAsTER' Woter-Sourc11 Heat Pump Systems A.~!-?I CERTIFIED'' 7 300 S. W. 44th Street Oklahoma City, OK 73179 Phone: 405-745-6000 climate master.com C ••~ ,, ' ' ' • ·-·----· r, • ..,,..,.11 -.,~.1.11~. ''>1"-\flt ~IL'/ ~~" KLAUSBRUCKNER )\l AND ASSOCIATES VIASAT BUILDINGN4 2530 CAMPBELL PLACE CARLSBAD, CA 92009 2495 Truxtun Road, Suite 205 San Diego, CA 92106 Tel: (619) 6n-2004 Fax: (619) 6n-2444 R!=r.F V,....D JAN 2 4 2020 >- HAZARDOUS MATERIALS INVENTORY REPORT L.: 0 Rev 1.0 January 22, 2020 01-24-2020 Viasat Representative (Sign, Print and Date) \\,_\ KLAUSBRUCKNER l\l AND ASSOCIATES VIASAT BUILDING N4 2530 CAMPBELL PLACE CARLSBAD, CA 92009 2495 Truxtun Road, Suite 205 San Diego, CA 92106 Tel: (619) 6TT-2004 Fax: (619) 677-2444 HAZARDOUS MATERIALS INVENTORY REPORT Rev 1.0 January 22, 2020 Viasat Representative (Sign, Print and Date) ❖ Rmdon Commentl Date By Rev. 1.0 Report submitted to the owners. Januarv 22 2020 MM ❖ DISCLAIMER This report is the property ofK.lausbruckner & Associates and was prepared exclusively for use by Viasat, for the hazardous materials inventory and occupancy conditions specifically described in this report. Viasat's quantities and locations addressed herein are based on information provided for the report by Viasat. Discrepancies between the information presented herein and actual conditions and conditions presented on plans are the sole responsibility of Viasat. Verification of compliance with the code requirements and provisions addressed herein is outside the scope of this report. Copies of this report retained by Viasat shall be utilized only by Viasat for the hazardous materials inventory and the 2019 California Code maximum allowable quantity requirements addressed in this report for the above- mentioned facility. This is a hazardous materials inventory report for storage and use conditions only. This is not a complete code compliance report. This report shall not be used as, or in lieu of, construction documents or plans for this project or any other project or for any other purpose or conditions not specifically addressed in this report. Rev 1. 0 -Viasat -Building N4 2530 Campbell Pl., Carlsbad, CA Introduction The following is a Hazardous Materials Inventory Report for Viasat's Building N4, located at 2530 Campbell Place in the city of Carlsbad, California. The scope of this report is limited to the hazardous materials inventory only and is based on the maximum allowable quantities set in the 2019 Edition of~e California Fire Code. Viasat agrees that hazardous materials will be limited to the first floor only and agree that hazardous materials will be stored and maintain to the quantities and locations listed in the hazardous materials inventory report. Less than 10% of the materials listed in the inventories will be in use at any given time throughout the first floor of the building. Viasat's Building N4 will be used for offices, electronic R&D labs, electronic equipment testing and amenities such as a break room. There is relatively very little quantity of hazardous materials are the main use if for electronics. Below is a summary table of the aggregate quantities of materials that will be stored/used within the building: VIASAT'S AGGREGATE MAQ PER MATERIAL PHYSICAL AGGREGATE CFC TABLES STATE QUANTITY 5003.1.1(1) AND 5003 .1.1 (2) HEALm HAZARDS Corrosives Liauid 6 szlns 1.000 e:lns Toxics* Liquid 4 gins 100 gins PHYSICAL HAZARDS Aerosols Level 3 Aerosol 2 lbs 500 lbs Combustible II Liauids Liauid 2 e:lns 240 e:lns Combustible ill-B Liauids Liauid 4 e:lns Not Limited Flammable 1-B Liauids Liauid 16 e:lns 240 e:lns Water Reactive 2 • Liauid 4 e:lns 10 e:lns As shown in the above table and in the inventory report, the storage and use of hazardous materials is below the maximum allowable quantities for a single control area located on the first floor of a sprinklered building. Rev 1. 0 -Viasat -Building N4 2530 Campbell Pl., Carlsbad, CA KLAUSSIIUCKNtfl AND ,Ac.,;oc.lAl f. Viasat -Building N4 2530 Campbell Place, Carlsbad, CA 92009 CFM Required for Vapor-Air Mixtures@ <1=25% LFL In Exhaust Ducts Cubic FHt of Volumes of Exhaust CFM to KHp Air to Ona Specific Vapor Ventilation Air Evaporation Evaporated Liquid Material LFL 25%ofLFL Volume of Gravity Density Needed to Keep Rate galls at 25% LFL If All of Location Vapor @25%LFLPer the Liquid Is Gal of Liquid Evaporated Evanoratad lsopropanol (67-63--0) 2 0.5000 199.0000 0.785 2.07 8255.4190 0.0006 297.1951 GBS & NB Labs Soldering Flux [Kester 186-18) 2 0.5000 199.0000 0.83 2.07 8728.6596 0.0006 314.2317 GBS & NB Labs Humiseal 1873 1.7 0.4250 234.2941 0.92 2.49 9491.5427 0.0006 341.6955 GBS & NB Labs Location of Exhaust: Local exhaust at or near the point of vapor generation proposed. Spill Scenario: Based on largest liquid transfer amount or largest containers, whichever Is less -worst case use-open conditions. Evaportatlon Time • Worst Case Conditions: Hood Face Velocity: >/s100 fpm Spill Depth: </s1/4• Temperature: <1•72oF Definitions: Calculations 25o/o LFL: Evaporation Rate: <l•0.0006 gin/sec CFM • Cubic Feat of Exhaust Ventilation Needed to Keep Vapors @ 25% LFL per Volume of Liquid Indicated LFL • Lower Flammable Limit Reference: NFPA Fire Protection Handbook & NFPA 86 25% of LFL ,. 0.25xLFL Volume of Air to One Volume of Vapor = (100-25%LFL)/25%LFL Cubic Feet Exhaust Ventllatlon Needed to Keep @ 25%LFL Gallon of Liquid Evaporated = 4x((8.33/0.075)]x[(speclflc gravity/vapor density)] x [(100-LFL)/LFLJ CFM "' [Cubic Feat per Minute Exhaust Ventllatlon Needed to Keep@ 25% LFL Per Gallon of Liquid Evaporated] x [Gallons per Minute of Evaporated Liquid] Maintaining vapors at <1=25% LFL required In wor1t areas and allows ducts to extend through other areas. Some or All Input Data Based On: lsopropanol Methyl Ethyl Ketone KLAUSBRUCKNER AND ASSOCIATES • HAZARDOUS MATERIALS AND OCCUPANCY CLASSIACATION ANALYSIS 2020 • Vlasat • Building N4 • 2530 Cempbell Place, cartabad, CA 9_2009 ______________ _ Table of Contents KLAUSBRUCKNER AND ASSOCIATES Summary Health Hazards Summary Physical Hazards ................................................................................................................................................. ....................................................................................................................... ....... .............. . Hazardous Materials Inventory ........................................................................................................................................ Sorted Inventory ................................................................................................................................................................ Applicable Codes for Health Hazards Applicable Codes for Physical Hazards .............................................................................................................................. .......................................................................................................................... Hazard Definitions -Abbreviations ................................................................................................................................. Code Definitions ································································································································································ HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS · KLAUSBRUCKNER & ASSOC. -2020-01-22 2 3 4 6 25 29 32 35 Page 1 of 45 HAZARDOUS MATERIALS AND OCCUPANCY CLASSIACATION ANALYSIS CBC TABLE 307.1(2) • CFC TABLE 5003.1.1(2) SUMMARY· HEALTH HAZARD MATERIALS 2020 • Vluat · Building N4 • 2530 Campbell Place, carlsbad, CA 92009 Carcinogens 12.0000 I 16.0000 Corrosives I 6.0000 Irritants 12.0000 20.0000 -- Other Health Hazards 12.0000 26.0000 I I I I I CA-Prop65 10.0000 16.0000 I Sensitizers I 18.0000 I Toxics I 4.0000 I 2019 CALIFORNIA CODES: CONTROL AREA IS CLASSIFIED AS A 8, F1 , S1 OCCUPANCY BASED ON THE USE AND STORAGE OF HEALTH HAZARD MATERIALS STORAGE AMOUNT • MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. NOT ALL MATERIALS IN USE AT THE SAME TIME, WITH < 10% IN USE AT ANY TIME UNLESS QUANTITIES ARE INCLUDED. AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAIJSBRUCKNER & ASSOC. -2020-01-22 Page 2 of 45 HAZARDOUS MATERIALS AND OCCUPANCY CLASSIRCATION ANALYSIS CBC TABLE 307.1(1) • CFC TABLE 5003.1.1(1) SUMMARY-PHYSICAL HAZARD MATERIALS 2020 • Vluat -Bulldlng N4 • 2530 Campbell Place, carlsbad, CA 92009 ______ _ Combustible Liqulds II Combustible Liquids 111-8 Flammable Liquids 1-8 Water Reactives 2 I l 2.0000 4.0000 16.0000 4.0000 2019 CALIFORNIA CODES: CONTROL AREA IS CLASSIFIED AS A 8, F1, S1 OCCUPANCY BASED ON THE USE AND STORAGE OF PHYSICAL HAZARD MATERIALS STORAGE AMOUNT • MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. NOT ALL MATERIALS IN USE AT THE SAME TIME, WITH < 10% IN USE AT ANY TIME UNLESS QUANTITIES ARE INCLUDED. AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUS8RUCKNER & ASSOC. -2020-01 -22 Page 3 of 45 HAZARDOUS MATERIALS INVENTORY 2020 -Vlaat -Building N4 -2530 Campbell Place, Carlsbad, CA 92009 67-63-0 L >1=70 lsopropanol (2-Propanol] [sec-Propyl alcohol] (IPA) (lsopropyl FL1B, IR,OHH 2.0000 Gins y I N GBS& NB Labs Alcohol) (Rubbing Alcoho~ (Sigma-Aldrich 278475): [mw 60.1 g/mo~; [FP 53.6oF; BP 1800F]; [LEL 2; UEL 12.7); [SG 0.785; VD 2.07); (H2-F3-R1) ----I 2 KESTER-L 100 186-18 Soldering Flux (Kester 186-18): lsopropanol (67-63-0)(70-FL1 B, IA, OHH, 2.0000 Gins N N GBS& NB Labs 186-18 85%]; Modified Rosin (TS)[S-25%); Benzyl alcohol (100-51-6)(3-SN I 5%); [FP 53.6oF; BP 179.6oF); [LEL 2; UEL 12); [SG 0.83); [H2- F3-R0) 3 ALPHA-s 100 Solder Wire Cored 63Sn/37Pb Alloy, Pure Core Flux [Alpha IR,OHH,CA, 10.0000 Lbs N r N-GBS&NBLabs M063PUR M063PURE): Tin [7440-31-5)(60-70%]; Lead (7439-92-1)130-P65 I E 40%) ----I 4 3M-22· L 100 3M Scotch-Weld Epoxy Adhesive DP460 Off-White, Part A [3M CL3B, CR, OHH 2.0000 Gins N N GBS & NB Labs 0535-9 22-0535-9): Modified Epoxy Resin [TS][40-70%] 4, 7, 10- Trioxatridecane-1, 13-Diamine [4246-51-9)(30-60%); Amorphous Silica [6n62-90-7)[3-7%]; 2,4,6-trls((Dlmethylamino)- Methyl)Phenol (90-72-2)(1-5%); [FP 340oF; BP >339.SoF); [SG 1.09; VD 3. 72); [H3-F1-R0) ---I T - 5 3M-22-L 100 3M Scotch-Weld Epoxy Adhesive DP-460, Off White (Part B) [3M CL3B, IA, OHH 2.0000 Gins N N GBS & NB Labs 0526-8 22-0526-8): Epoxy Resin (25068-38-6)(85-93%]; Acrylic Polymer I (TS)(7-13%); 2,6-di-tert-Butyl-~resol (128-37-0)10.1-1 %]; 3- I I (Trimethoxysilyl)Propyl Glycidyl Ether [2530-83-8)(0.1-1%); [FP 480oF; BP 500oF]; [SG 1.14); [H2-F1-R0) 6 RUSTOLE A 100 SPECLT SSPR 6K FLUOR GREEN [Rust-Oleum 1932830): Al.3, IA, OHH, 2.0000 Lbs y l N GBS & NB Labs UM-Naphtha, Petroleum, Hydrotreated light [64742-49-0)(10-25%); CA 1932830 I Propane (74-98-6)(10-25%); Barium Sulfate [n27-43-7)(10-25%); I I Xylenes (o-, m-, p-isomers) (1330-20-7)(25-10%); n-Butane (106- 97-8)(2.5-10%); Acetone (67-64-1)12.5-10%]; Hydrotreated Light Distilalte [64742-47-8)(1-2.5%) Ethytbenzene (100-41-4)11-2.5%); Octane (111-65-9)10.1-1 %]; Stoddard Solvent (8052-41-3)10.1- 1%); Methyl Ethyl Ketoxime (96-29-7)(0.1-1%); [FP -140.SoF; BP -34.6oF); [LEL 0.9; UEL 13); [SG 0.848); [H2-F4-R0) i--r-----, ,----I 7 HUMISEAL L 100.0 HUMISEAI. 1B73: Methyl Ethyl Ketone (78-93-3)115%); Butyl FL1B, IR,OHH 2.0000 Gins y I N GBS & NB Labs -1B73 Acetate (123-86-4)155%); (FP 30oF; BP 260.6oF]; [LEL 1.7; UEL 11.5); [SG 0.92); [H1 -F3-R0) 8 VIASAT-L 100 Viasat -Soaked Wipes: Classification based on worst case FL1B, IA, OHH, 10.0000 N I N GBS & NB Labs I SOAKED chemicals SN, CA, P65 Gins WIPES ---9 VIASAT-L 100 Viasat -Adhesive Waste: Classification based on worst case CL2, IA, OHH, 1.0000 Gins N N GBS& NB Labs ADHESIVE chemicals SN, CA, P65 WASTE STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. NOT ALI. MATERIALS IN USE AT THE SAME TIME, WITH < 10% IN USE AT ANY TIME UNLESS QUANTITIES ARE INCLUDED. AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANAI.YSIS -KLAUSBRUCKNER & ASSOC. -2020-01-22 Page4 of 45 HAZARDOUS MATERIALS INVENTORY 2020 • Vlaaat • Bulldlng N4 • 2530 C8mpbell Place, Carlsbad, CA 92009 10 VIASAT-L 100 Viasat-Latex Paint Waste: Classification based on worst case CL2, IR, OHH, 1.0000 Gins N I N GBS&NBLabs LATEX chemicals SN, CA, PSS *I De,igoated c,,.,;,., • PAINT WASTE ! ~ 11 VIASAT-L 100 Used Batteries (Waste) -Mix of used batteries could consist of CR,OHH,SN, 4.0000Glns USED Alakaline, Carbon Zin, Lithium Ion, Lithium Metal, Mercury, Nickel WR2, TX,CA, Building (Main entrance or roast BATTERIE I Metal Hydride and/or Zinc Chloride Batteries. Classification PSS house} s based on worst case classifications. I J STORAGE AMOUNT. MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. NOT AI.L MATERIALS IN USE AT THE SAME TIME, WITH < 10% IN USE AT ANY TIME UNLESS QUANTITIES ARE INCLUDED. AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANAI.YSIS • KLAUSBRUCKNER & ASSOC.· 2020-01-22 Page 5 of 45 Aerosols Level 3/AEROSOLS 2020 · Vluat · Building N4 · 2530 Campbell Place, Carlsbad, CA 92009 100 SPECLT SSPR 6K FLUOR GREEN (Rust-Oleum 1932830]: Naphtha, Petroleum, Hydrotreated light [64742-49-0)(10-25%]; Propane (74-98-61(10-25%]; Barium Sulfate (7727-43-7](10-25%]; Xylenes (o-, m-, p-isomers) (1330-20-7](25-10%]; n-Butane (106- 97-8][2.5-10%); Acetone (67-64-11(2.5-10%]; Hydrotreated Ught Distilalte [64742-47-81(1-2.5%] Ethylbenzene (100-41-41(1-2.5%); Octane (111-65-91(0.1-1 %); Stoddard Solvent (8052-41-31(0.1- 1%]; Methyl Ethyl Ketoxime (96-29-7)(0.1-1%); (FP -140.SoF; BP -34.SoF]; (LEL 0.9; UEL 13]; [SG 0.848]; (H2-F4-R0] TOTAL -Aerosols Level 3/Aerosols AGGREGATE TOTAL -Aerosols Level 3/Aerosols 2.00 Lbs 2.00 Lbs STORAGE AMOUNT= MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. NOT ALL MATERIALS IN USE AT THE SAME TIME, WITH < 10% IN USE AT ANY TIME UNLESS QUANTITIES ARE INCLUDED. AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUSBRUCKNER & ASSOC. -2020-01-22 Page 6 of 45 Carcinogens/AEROSOLS 2020 -Vlaaat -Building N4 -2530 Campbell Place, Carlsbad, CA 92009 RUSTOLE UM- 1932830 A 100 SPECLT SSPR 6K FLUOR GREEN [Rust-Oleum 1932830]: AL3, IA, OHH, 2.0000 Lbs Naphtha, Petroleum, Hydrotreated light [64742-49-0)[10-25%]; CA Propane [7 4-98-61[10-25%]; Barium SUifate [7727-43-7)[10-25%); Xylenes (o-, m-, p-isomers) [1330-20-7)(25-10%); n-Butane [106- 97-8)(2.5-10%); Acetone [67-64-11(2.5-10%); Hydrotreated Light Distilalte [647 42-47-81(1-2.5%) Ethylbenzene [100-41-41(1-2.5%); Octane [111-65-91(0.1-1 %]; Stoddard Solvent [8052-41-31(0.1- 1 %]; Methyl Ethyl Kstoxime [96-29-7)(0.1-1%); [FP -140.SoF; BP -34.SoF]; [LEL 0.9; UEL 13); [SG 0.848); [H2-F4-R0) TOTAL -Carcinogens/Aerosols AGGREGATE TOTAL -Carcinogens/Aerosols 2.00 Lbs 2.00 Lbs y N GBS& NB Labs STORAGE AMOUNT 2 MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. NOT ALL MATERIALS IN USE AT THE SAME TIME, WITH < 10% IN USE AT ANY TIME UNLESS QUANTITIES ARE INCLUDED. AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUSBRUCKNER & ASSOC. -2020-01-22 Page 7 of 45 carcJnogens/UQUIDS 2020 • Yluat • Building N4 • 2530 Campbell Place, Carlsbad, CA 92009 VIASAT-L 100 Viasat -Soaked Wipes: Classification based on worst case FL 1 B, IA, OHH, 10.0000 N I N GBS& NB Labs SOAKED chemicals SN, CA, P65 Gins WIPES ---- 2 VIASAT-L 100 Viasat -Adhesive Waste: Classification based on worst case CL2, IA, OHH, 1.0000 Gins N N GBS& NB Labs ADHESIVE chemicals SN, CA, P65 WASTE I >------- 3 VIASAT-L 100 Viasat -Latex Paint Waste: Classification based on worst case CL2, IA, OHH, 1.0000 Gins N N GBS& NB Labs LATEX chemicals SN, CA, P65 PAINT WASTE ~ -- [ -- 4 VIASAT-L 100 Used Batteries (Waste) -Mix of used batteries could consist of CR,OHH,SN, 4.0000Glns N N Designated Container in USED Alakaline, Carbon Zin, Lithium Ion, Lithium Metal, Mercury, Nickel WR2, TX,CA, Building (Main entrance or roast BATTERIE Metal Hydride and/or Zinc Chloride Batteries. Classification P65 I house) s I based on worst case classifications. TOTAL -Carcinogens/Liquids 16.00 Gins AGGREGATE TOTAL • Carcinogens/Liquids 16.00 Gins STORAGE AMOUNT= MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. NOT ALL MATERIALS IN USE AT THE SAME TIME, WITH < 10% IN USE AT ANY TIME UNLESS QUANTITIES ARE INCLUDED. AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUSBRUCKNER & ASSOC. -2020-01-22 Page 8 of 45 Can:lnogens/SOUDS 2020 -Vluat -Bulldlng N4 -2530 Cempbell Place, Carlsbad, CA 92009 I--- ALPHA- M063PUR E s 100 Solder Wire Cored 63Sn/37Pb Alloy, Pure Core Flux [Alpha M063PURE]: Tin [7440-31-5)[60-70%); Lead [7439-92-1)[30- 40%) TOTAL -Carcinogens/Solids AGGREGATE TOTAL -Carcinogens/Solids IA, OHH, CA, 10.0000 Lbs P65 10.00 Lbs 10.00 Lbs N N GBS& NB Labs STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. NOT ALL MATERIALS IN USE AT THE SAME TIME, WITH < 10% IN USE AT ANY TIME UNLESS QUANTITIES ARE INCLUDED. AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUSBRUCKNER & ASSOC. -2020-01-22 Page 9 of 45 Combustible Uqulds II/LIQUIDS 2020 -Vlasat • Bulldlng N4 • 2530 Campbell Place, Carlsbad, CA 92009 2 VIASAT- LATEX PAINT WASTE L 100 100 Viasat • Adhesive Waste: Classification based on worst case chemicals --- Viasat • Latex Paint Waste: Classification based on worst case chemicals TOTAL -Combustible Liquids IVLiquids AGGREGATE TOTAL • Combustible Liquids IVLiquids CL2, IR, OHH, SN, CA, P65 CL2, IR, OHH, 1.0000 Gins SN, CA, P65 2.00Glns 2.00Glns N N N N GBS& NB Labs STORAGE AMOUNT= MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. NOT ALL MATERIALS IN USE AT THE SAME TIME, WITH < 10% IN USE AT ANY TIME UNLESS QUANTITIES ARE INCLUDED. AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUSBRUCKNER & ASSOC.· 2020-01·22 Page 10 of 45 Combustible Liquids 111-B/LIQUIDS 2020 -Vlasat • Building N4 -2530 Campbell Place, Cartsbad, CA 92009 2 3M-22- 0526-8 L 100 3M Scotch-Weld Epoxy Adhesive DP460 Off-White, Part A [3M CL3B, CR, OHH 2.0000 Gins 22-0535-9): Modified Epoxy Resin (TS](40-70%) 4,7,10- Trioxatridecane-1,13-Diamine (4246-51-9)(30-60%]; Amorphous I Silica (67762-90-7](3-7%); 2,4,6-tris((Dimethylamino)- Methyt)Phenol [90-72-2)(1-5%); [FP 340oF; BP >339.SoF]; [SG 1.09; VD 3.72); [H3-F1-R0] 100 3M Scotch-Weld Epoxy Adhesive DP-460, Off White (Part B) (3M CL3B, IR, OHH 2.0000 Gins 22-0526-8]: Epoxy Resin [25068-38-6)(85-93%]; Acrylic Polymer (TS][7-13o/o]; 2,6-di-tert-Butyl1>-Cresol (128-37-0)(0.1-1 o/o]; 3-I (Trimethoxysilyt)Propyl Glycidyt Ether [2530-83-8J0.1-1 %); [FP 480oF; BP 500oF]; [SG 1.14]; [H2-F1-R0] TOTAL -Combustible Liquids 111-Bll..iquids AGGREGATE TOTAL -Combustible Liquids 111-B/Liquids 4.00Glns 4.00 Gins N N GBS & NB Labs N N GBS &NB Labs STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. NOT ALL MATERIALS IN USE AT THE SAME TIME, WITH < 10% IN USE AT ANY TIME UNLESS QUANTITIES ARE INCLUDED. AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUSBRUCKNER & ASSOC. -2020-01-22 Page 11 of 45 Corrosives/LIQUIDS 2020 • Vluat • Building N4 • 2530 Campbell Place, Car1abad, CA 92009 3M-22-L I 100 3M Scotch-Weld Epoxy Adhesive DP460 Off-White, Part A [3M CL3B, CR, OHH 2.0000 Gins N N GBS & NB Labs I 0535-9 22-0535-9): Modified Epoxy Resin ffS)[40-70%) 4,7,10- Trioxatridecane-1, 13-Diamine [4246-51-9)(30-60%]; Amorphous I I I I Silica [6n62-90-7)f3-7%); 2,4,6-tris((Dlmethylamlno)- Methyl)Phenol [90-72-2)(1-5%); [FP 340oF; BP >339.SoF); [SG I 1.09; VD 3.72); [H3-F1-R0) -----. 2 VIASAT-L 100 Used Batteries (Waste) -Mix of used batteries could consist of CR,OHH,SN, 4.0000 Gins N N Designated Container in USED Alakaline, Carbon Zin, Lithium Ion, Lithium Metal, Mercury, Nickel WR2, TX,CA, Building (Main entrance or roast BATTERIE I Metal Hydride and/or Zinc Chloride Batteries. Classification P65 I house) s I based on worst case classifications. TOTAi. -Corrosives/Liquids 6.00 Gins AGGREGATE TOTAi. -Corrosives/Liquids 6.00 Gins STORAGE AMOUNT m MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. NOT AI.L MATERIALS IN USE AT THE SAME TIME, WITH < 10% IN USE AT ANY TIME UNLESS QUANTITIES ARE INCLUDED. AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION. HAZARDOUS MATERIAI.S/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUSBRUCKNER & ASSOC. -2020-01-22 Page 12 of 45 Flammable Uqulds 1-8/LIQUIDS 2020 -Vlasat -Building N4 • 2530 Cempbell Place, Carlsbad, CA 92009 67-63-0 L >1=70 lsopropanol [2-Propanol] [sec-Propyl alcohol) [IPA) [lsopropyl FL 1 B, IR, OHH 2.0000Glns y I N GBS& NB Labs Alcohol] [Rubbing Alcohoq [Sigma-Aldrich 278475): [mw 60.1 g/mol]; [FP 53.SoF; BP 180oF); [LEL2; UEL 12.7); [SG 0.785; VD 2.07); [H2-F3-R1) ~-T 2 KESTER-L 100 186-18 Soldering Flux [Kester 186-18): lsopropanol (67-63-0)[70-FL18, IR, OHH, 2.0000Glns N ! N GBS & NB Labs 186-18 85%); Modified Rosin [TS)[S-25%); Benzyt alcohol [100-51-6)(3-SN I 5%); [FP 53.SoF; BP 179.SoF); [LEL 2; UEL 12); [SG 0.83); [H2- F3-R0) t-- 3 HUMISEAL L 100.0 HUMISEAL 1873: Methyl Ethyl Ketone [78-93-3)(15%); Butyl FL18, IR,OHH 2.0000 Gins y N GBS& NB Labs -1873 Acetate [123-86-4)(55%); [FP 30oF; BP 260.SoF); [LEL 1.7; UEL 11.5); [SG 0.92); [H1-F3-R0) -.. 4 VIASAT-L 100 Viasat -Soaked Wipes: Classification based on worst case FL 1 B, IR, OHH, 10.0000 N N GBS& NB Labs SOAKED chemicals SN, CA, P65 Gins WIPES I TOTAL -Flammable Liquids 1-8,'Uquids 16.00 Gins AGGREGATE TOTAL -Flammable Liquids 1-8/Liquids 16.00 Gins STORAGE AMOUNT= MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. NOT ALL MATERIALS IN USE AT THE SAME TIME, WITH < 10% IN USE AT ANY TIME UNLESS QUANTITIES ARE INCLUDED. AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUSBRUCKNER & ASSOC.· 2020-01-22 Page 13 of 45 Irritants/AEROSOLS 2020 -Vluat -Building N4 -2530 C8mpbell Place, cartsbad, CA 92009 RUSTOLE UM- 1932830 A 100 SPECLT SSPR SK FLUOR GREEN [Rust-Oleum 1932830]: AL3, IA, OHH, 2.0000 Lbs Naphtha, Petroleum, Hydrotreated light [64742-49-0][10-25%]; CA Propane [74-98-6][10-25%]; Barium Sulfate [7727-43-7)(10-25%]; Xytenes (o-, m-, p-isomers) [1330-20-7)(25-10%]; n-Butane [106- 97-8][2.5-10%); Acetone [67-64-1][2.5-10%); Hydrotreated Light Distilalte [64742-47-8][1-2.5%) Ethylbenzene [100-41-4][1-2.5%]; Octane [111-65-91(0.1-1 %]; Stoddard Solvent [8052-41-3][0.1- 1 %]; Methyl Ethyl Ketoxime [96-29-7)(0.1-1%); [FP-140.SoF; BP -34.SoF]; [LEL 0.9; UEL 13); [SG 0.848]; [H2-F4-R0) TOTAL -Irritants/Aerosols AGGREGATE TOTAL -Irritants/Aerosols 2.00 Lbs 2.00 Lbs y N GBS& NB Labs STORAGE AMOUNT= MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. NOT ALL MATERIALS IN USE AT THE SAME TIME, WITH < 10% IN USE AT ANY TIME UNLESS QUANTITIES ARE INCLUDED. AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS-KLAUSBRUCKNER & ASSOC. -2020-01-22 Page 14 of 45 lrrttants/UQUIDS 2020 • Vlasat • Building N4 • 2530 C8mpbell Place, cartsbad, CA 92009 67-63-0 L >/;70 lsopropanol (2-Propanol) (sec-Propyl alcohoij [IPA) (lsopropyl FL1B, IR,OHH 2.0000Glns y I N GBS & NB Labs Alcohol) (Rubbing Alcohoij (Sigma-Aldrich 278475): [mw 60.1 g/moij; [FP 53.6oF; BP 180oF); [LEL 2; UEL 12.7]; [SG 0.785; I I I VD 2.07]; [H2-F3-R1) t -----4 2 KESTER-L 100 186-18 Soldering Flux [Kester 186-18): lsopropanol [67-63-0)(70-FL18, IR, OHH, 2.0000Glns N ! N GBS&NBLabs 186-18 85%]; Modified Rosin (TS)I5-25%]; Benzyl alcohol (100-51-6)(3-SN 5%]; [FP 53.6oF; BP 179.6oF); [LEL 2; UEL 12]; [SG 0.83]; [H2-I F3-R0] -----, I N 3 3M-22-L 100 3M Scotch-Weld Epoxy Adhesive DP-460, Off White (Part B) [3M CL3B, IR, OHH 2.0000Glns N GBS& NB Labs 0526-8 22-0526-8): Epoxy Resin (25068-38-6)(85-93%]; Acrylic Polymer [TS)[7-13%]; 2,6-di-tert-Butyl-p-Cresol (128-37-0](0.1-1 %]; 3- I (Trimethoxysilyl)Propyl Glycidyt Ether [2530-83-81(0.1-1 %]; [FP 480oF; BP 500oF); [SG 1.14]; [H2-F1-R0] - 4 HUMISEAL L 100.0 HUMISEAI. 1873: Methyl Ethyl Ketone (78-93-3](15%]; Butyl FL1B, IR,OHH 2.0000Glns y I N GBS& NB Labs -1873 Acetate (123-86-4][55%]; [FP 30oF; BP 260.6oF); [LEL 1.7; UEL 11.5]; [SG 0.92); [H1-F3-R0] 5 VIASAT-L 100 Viasat -Soaked Wipes: Classification based on worst case FL 1 B, IR, OHH, 10.0000 N I N GBS & NB Labs SOAKED chemicals SN, CA, P65 Gins WIPES ~ 6 VIASAT-L 100 Viasat -Adhesive Waste: Classification based on worst case CL2, IR, OHH, 1.0000 Gins N ' N GBS& NB Labs ADHESIVE chemicals SN, CA, P65 WASTE r--- 7 VIASAT-L 100 Viasat-Latex Paint Waste: Classification based on worst case CL2, IR, OHH, 1.0000 Gins N N GBS& NB Labs LATEX chemicals SN, CA, P65 PAINT WASTE - TOTAL -Irritants/Liquids 20.00Glns I AGGREGATE TOTAL -Irritants/Liquids 20.00 Gins L STORAGE AMOUNT • MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. NOT ALL MATERIALS IN USE AT THE SAME TIME, WITH < 10% IN USE AT ANY TIME UNLESS QUANTITIES ARE INCLUDED. AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUSBRUCKNER & ASSOC. -2020-01-22 Page 15 of 45 Irritants/SOLIDS 2020 · Vlaaat · Building N4 · 2530 Campbell Place, c.rtsbacl, CA 92009 Solder Wire Cored 63Sn/37Pb Alloy, Pure Core Flux [Alpha M063PURE]: Tin [7440-31-51(60-70%]; Lead [7439-92-1)(30- 40%] TOTAL -Irritants/Solids AGGREGATE TOTAL -Irritants/Solids N GBS & NB Labs 10.00 Lbs 10.00 Lbs STORAGE AMOUNT= MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. NOT ALL MATERIALS IN USE AT THE SAME TIME, WITH < 10% IN USE AT ANY TIME UNLESS QUANTITIES ARE INCLUDED. AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUSBRUCKNER & ASSOC. -2020-01-22 Page 16 of 45 Other Health Hazards/AEROSOLS 2020 -Vluat -Building N4 -2530 Campbell Place, Carlsbad, CA 92009 RUSTOLE UM- 1932830 A 100 SPECLT SSPR 6K FLUOR GREEN [Rust-Oleum 1932830]: AL3, IA, OHH, 2.0000 Lbs Naphtha, Petroleum, Hydrotreated light [64742-49-0][10-25%]; CA Propane [74-98-6][10-25%); Barium Sulfate [7727-43-7][10-25%]; Xylenes (o-, m-, p-isomers) [1330-20-7][25-10%); n-Butane [106-I 97-81(2.5-10%]; Acetone [67-64-1)(2.5-10%]; Hydrotreated Light Distilalte [64742-47-8)(1-2.5%) Ethylbenzene [100-41-4)(1-2.5%]; ! Octane [111-65-9)(0.1-1%]; Stoddard Solvent [8052-41-3)(0.1- 1%]; Methyl Ethyl Ketoxime (96-29-7][0.1-1%); [FP-140.SoF; BP -34.6oF]; [LEL 0.9; UEL 13); [SG 0.848]; [H2-F4-R0] TOTAL -Other Health Hazards/Aerosols AGGREGATE TOTAL· Other Health Hazards/Aerosols 2.00 Lbs 2.00 Lbs y N GBS & NB Labs STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. NOT ALL MATERIALS IN USE AT THE SAME TIME, WITH < 10% IN USE AT ANY TIME UNLESS QUANTITIES ARE INCLUDED. AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUSBRUCKNER & ASSOC.· 2020-01-22 Page 17 of 45 Other Health Hazards/LIQUIDS 2020 -Vluat • Building N4 • 2530 Campbell Place, cartsbad, CA 92009 67-63-0 L >1=70 lsopropanol (2-Propanol) (sec-Propyt alcohoq (IPA) [lsopropyl FL1B, IR,OHH Alcohol] (Rubbing Alcohoq (Sigma-Aldrich 278475): [mw 60.1 g/mol); (FP 53.SoF; BP 180oF); [LEL 2; UEL 12.7); [SG 0.785; VD 2.07); (H2-F3-R1) t 2 KESTER-L 100 186-18 Soldering Flux (Kaster 186-18): lsopropanol (67-63-0)(70-FL 1 B, IA, OHH. 2.0000 Gins N I N GBS & NB Labs 186-18 85%]; Modified Rosin [TS)[S-25%); Benzyl alcohol (100-51-6)(3-SN 5%); [FP 53.SoF; BP 179.SoF); [LEL 2; UEL 12); [SG 0.83); [H2- F3-R0] -,___ ~ -- 3 I 3M-22-L 100 3M Scotch-Weld Epoxy Adhesive DP460 Off-White, Part A [3M CL3B, CR, OHH 2.0000Glns N GBS & NB Labs 0535-9 22-0535-9): Modified Epoxy Resin [TS)[40-70%) 4, 7, 10- Trioxatridecane-1, 13-Diamine (4246-51-9)(30-60%); Amorphous Silica [6n62-90-7][3-7%]; 2,4,6-tris((Dimethylamino)- Methyl)Phenol [90-72-2)(1-5%); [FP 340oF; BP >339.BoF); [SG 1.09; VD 3. 72); [H3-F1 -RO) --t 4 3M-22-L 100 3M Scotch-Weld Epoxy Adhesive DP-460, Off White (Part B) [3M CL3B, IA, OHH 2.0000Glns N N GBS & NB Labs 0526-8 22-0526-8): Epoxy Resin (25068-38-6)(85-93%]; Acrylic Polymer [TS)[7-13%); 2,6-di-tert-Butyl-p-Cresol (128-37-0)(0.1-1%); 3- (Trimethoxysilyl)Propyl Glycidyl Ether [2530-83-8)(0.1-1%); [FP 480oF; BP 500oF); [SG 1.14); [H2-F1-R0) -- 5 HUMISEAL L 100.0 HUMISEAL 1 B73: Methyl Ethyl Ketone (78-93-3)(15%); Butyl FL1B, IR,OHH 2.0000Glns y I N GBS& NB Labs -1B73 Acetate (123-86-4)(55%); [FP 300F; BP 260.SoF); [LEL 1 .7; UEL 11.5); [SG 0.92); [H1-F3-R0) --r-6 VIASAT-L 100 Viasat -Soaked Wipes: Classification based on worst case FL1 B, IA, OHH, 10.0000 N I N GBS& NB Labs SOAKED chemicals SN, CA, P65 Gins WIPES --- 7 VIASAT-L 100 Viasat-Adhesive Waste: Classification based on worst case CL2, IA, OHH, 1.0000 Gins N I N GBS& NB Labs ADHESIVE chemicals SN, CA, P65 WASTE --t- 8 VIASAT-L 100 Viasat -Latex Paint Waste: Classification based on worst case CL2, IA, OHH, 1.0000 Gins N N GBS& NB Labs LATEX chemicals SN, CA, P65 PAINT WASTE 9 VIASAT-L 100 Used Batteries (Waste) -Mix of used batteries could consist of CR,OHH, SN, 4.0000 Gins N N Designated Container in USED Alakaline, Carbon Zin, Lithium Ion, Lithium Metal, Mercury, Nickel WR2, TX,CA, I Building (Main entrance or roas1 BATTERIE Metal Hydride and/or Zinc Chloride Batteries. Classification P65 house) s based on worst case classifications. I--- TOTAL -Other Health Hazards/Liquids 26.00 Gins --AGGREGATE TOTAL -Other Health Hazards/Liquids 26.00 Gins STORAGE AMOUNT= MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. NOT ALL MATERIALS IN USE AT THE SAME TIME, WITH < 10% IN USE AT ANY TIME UNLESS QUANTITIES ARE INCLUDED. AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUSBRUCKNER & ASSOC. -2020-01-22 Page 18 of 45 Other Health Hazards/SOLIDS 2020 -Vlaaat -Building N4 -2530 Campbell Place, Carlsbad, CA 92009 ALPHA-s 100 Solder Wire Cored 63Sn/37Pb Alloy, Pure Core Flux (Alpha IR,OHH,CA, 10.0000 Lbs N I N GBS &NB Labs M063PUR M063PURE]: Tln [7440-31-5)(60-70%]; Lead (7439-92-1)(30-PSS E 40%] 7 TOTAL -Other Health Hazards/Solids 10.00 Lbs -- AGGREGATE TOTAL -Other Health Hazards/Solids 10.00L..bs STORAGE AMOUNT 2 MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. NOT ALL MATERIALS IN USE AT THE SAME TIME, WITH < 10% IN USE AT ANY TIME UNLESS QUANTITIES ARE INCLUDED. AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUSBRUCKNER & ASSOC. -2020-01-22 Page 19 of 45 CA-Prop65/SOUDS 2020 -Vlasat • Building N4 • 2530 Cempbell Place, Carlsbad, CA 92009 - ALPHA- M063PUR E s 100 Solder Wire Cored 63Sn/37Pb Alloy, Pure Core Flux [Alpha M063PURE]: Tin [7440-31-5)(60-70%]; Lead (7439-92-1](30- 40%) TOTAL -CA-Prop65/Solids AGGREGATE TOTAL -CA-Prop65/Solids IA, OHH, CA, 10.0000 Lbs N N GBS & NB Labs P65 10.00 Lbs 10.00 Lbs STORAGE AMOUNT = MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. NOT ALL MATERIALS IN USE AT THE SAME TIME, WITH < 10% IN USE AT ANY TIME UNLESS QUANTITIES ARE INCLUDED. AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUSBRUCKNER & ASSOC. -2020-01-22 Page 21 of 45 Sensitizers/LIQUIDS 2020 • Vluat • Building N4 • 2530 Campbell Place, Carlsbad, CA 92009 KESTER-L 100 186-18 Soldering Flux [Kester 186-18]: lsopropanol [67-63-0][70- 186-18 85%]; Modified Rosin [TS][S-25%]; Benzyl alcohol [100-51-6][3- I 5%); [FP 53.SoF; BP 179.6oF]; [LEL 2; UEL 12]; [SG 0.83]; [H2- I F3-R0] -- 2 VIASAT-L 100 Viasat -Soaked Wipes: Classification based on worst case FL 1 B, IA, OHH, 10.0000 N I N GBS & NB Labs SOAKED chemicals SN, CA, P65 Gins WIPES - 3 VIASAT-L 100 Viasat-Adhesive Waste: Classification based on worst case CL2, IA, OHH, 1.0000 Gins N I N GBS & NB Labs ADHESIVE chemicals SN, CA, P65 r WASTE ! ,__ 4 VIASAT-L 100 Viasat-Latex Paint Waste: Classification based on worst case CL2, IA, OHH, 1.0000 Gins N N GBS&NB Labs LATEX chemicals SN,CA, P65 PAINT WASTE ----; -- 5 VIASAT-L 100 Used Batteries (Waste) -Mix of used batteries could consist of CR,OHH,SN, 4.0000 Gins N I N Designated Container in USED Alakaline, Carbon Zin, Lithium Ion, Lithium Metal, Mercury, Nickel WR2, TX,CA, Building (Main entrance or roast BATTERIE Metal Hydride and/or Zinc Chloride Batteries. Classification P65 I house) s based on worst case classifications. I I I ---I TOTAL -Sensitizers/Liquids 18.00 Gins AGGREGATE TOTAL -Sensitizers/Liquids 18.00 Gins STORAGE AMOUNT= MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. NOT ALL MATERIALS IN USE AT THE SAME TIME, WITH < 10% IN USE AT ANY TIME UNLESS QUANTITIES ARE INCLUDED. AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUSBRUCKNER & ASSOC. -2020-01-22 Page 22 of 45 Toxics/LIQUIDS 2020 • Vluat • Building N4 • 2530 C&mpbell Place, Carlsbad, CA 92009 VIASAT- USED BATTERIE s L 100 Used Batteries (Waste) • Mix of used batteries could consist of Alakaline, Carbon Zin, Lithium Ion, Lithium Metal, Mercury, Nickel Metal Hydride and/or Zinc Chloride Batteries. Classification based on worst case classifications. TOTAL • Toxics/Liquids AGGREGATE TOTAL· Toxics/Liquids CR,OHH,SN, WR2, TX, CA, P65 4.0000 Gins 4.00 Gins 4.00 Gins N N Designated Container in Building (Main entrance or roast house) STORAGE AMOUNT= MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. NOT ALL MATERIALS IN USE AT THE SAME TIME, WITH < 10% IN USE AT ANY TIME UNLESS QUANTITIES ARE INCLUDED. AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS· KLAUSBRUCKNER & ASSOC.· 2020-01-22 Page 23 of 45 Water Reactlves 2/LIQUIDS 2020 · Vluat · Bulldlng N4 · 2530 Cempbell Place, cartabad, CA 92009 VIASAT- USED BATTERIE s Used Batteries (Waste) -Mix of used batteries could consist of Alakaline, Carbon Zin, Lithium Ion, Lithium Metal, Mercury, Nickel Metal Hydride and/or Zinc Chloride Batteries. Classification based on worst case classifications. TOTAi. -Water Reactives 2/Uquids --- AGGREGATE TOTAi. -Water Reactives 2/Liquids - 4.00 Gins 4.00 Gins Designated Container in Building (Main entrance or roast house) STORAGE AMOUNT • MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. NOT ALL MATERIALS IN USE AT THE SAME TIME, WITH < 10% IN USE AT ANY TIME UNLESS QUANTITIES ARE INCLUDED. AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION. HAZARDOUS MATERIAl.SJOCCUPANCY CLASSIFICATION ANAl.YSIS -KLAUSBRUCKNER & ASSOC. -2020-01-22 Page 24 of45 HAZARDOUS MATERIALS AND OCCUPANCY CLASSIRCATION ANALYSIS CBC TABLE 307.1(2) • CFC TABLE 5003.1.1(2) SUIIIIARY • HEALTH HAZARD MATERIALS 2020 • Vluat • Bulldlng N4 • 2530 campbell Place, Cartsbad, CA 92009 ~ QUANTITIES NOT REGULATED BY THE 2019 CFC/CBC Corrosives 0.0 6.0 0.0 2019 CFC TABLE 5003.1.1 (2) / CBC TABLE 307.1(2): MAQ PER 1ST FLOOR CONTROL AREA· H-4 OCCUPANCY REQUIRED ONLY FOR> MAQ STORAGE/AGGREGATE MAO -NO CABINETS: 10,000 POUNDS -1,000 GALLONS -1,620 CUBIC FEET· 300 LBS LIQUEFIED GAS STORAGE/AGGREGATE MAO -WITH CABINETS: 20,000 POUNDS· 2,000 GALLONS· 3,240 CUBIC FEET· 300 LBS LIQUEFIED GAS USE-CLOSED MAO: 10,000 POUNDS • 1,000 GALLONS -1,620 CUBIC FEET (3,240 CUBIC FEET IF IN CABINETS) • 300 LBS LIQUEFIED GAS USE-OPEN MAO: 2,000 POUNDS • 200 GALLONS 2019 CFC Table 5003.11.1 / CBC TABLE 414.2.5(1 ): M and S-1 OCCUPANCIES -STORAGE/DISPLAY -MAO PER CONTROL AREA: 19,500 POUNDS • 1,950 GALLONS 2019 CALIFORNIA CODES: CONTROL AREA IS CLASSIFIED AS A B, F1, S1 OCCUPANCY BASED ON THE USE AND STORAGE OF HEALTH HAZARD MATERIALS STORAGE AMOUNT • MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. NOT ALL MATERIALS IN USE AT THE SAME TIME, WITH < 10% IN USE AT ANY TIME UNLESS QUANTITIES ARE INCLUDED. AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS · KLAUSBRUCKNER & ASSOC.· 2020-01-22 Page 25 of 45 HAZARDOUS MATERIALS AND OCCUPANCY CLASSIACATION ANALYSIS CBC TABLE 307.1(2) • CFC TABLE 5003.1.1(2) SUMMARY· HEALTH HAZARD MATERIALS 2020 • Ylasat • Building N4 • 2530 campbell Place, cartsbad, CA 92009 Irritants QUANTITIES NOT REGULATED BY THE 2019 CFC/CBC QUANTITIES NOT REGULATED BY THE 2019 CFC/CBC 2019 CALIFORNIA CODES: CONTROL AREA IS CLASSIFIED AS A B, F1, S1 OCCUPANCY BASED ON THE USE AND STORAGE OF HEALTH HAZARD MATERIALS STORAGE AMOUNT • MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. NOT ALL MATERIALS IN USE AT THE SAME TIME, WITH < 10% IN USE AT ANY TIME UNLESS QUANTITIES ARE INCLUDED. AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUSBRUCKNER & ASSOC. -2020-01-22 Page 26 of 45 HAZARDOUS MATERIALS AND OCCUPANCY CLASSIFICATION ANALYSIS CBC TABLE 307.1(2) • CFC TABLE 5003.1.1(2) SUMMARY• HEALTH HAZARD MATERIALS 2020 • Vlaut • Bulldlng N4 • 2530 Campbell Place, Carlsbad, CA 92009 CA-Prop65 10.0 ___ 16.0 0.0 CALIFORNIA PROPOSITION 65 SUBSTANCES • CHEMICALS KNOWN TO THE STATE OF CALIFORNIA TO CAUSE CANCER OR REPRODUCTIVE/DEVELOPMENTAL TOXICITY INCLUDES PRODUCTS CONTAINING CA-P65 REGULATED SUBSTANCES REPORTING/DISCLOSURE THROUGH CUPRA AND/OR LOCAL COUNTY HEALTH AGENCIES MAY BE REQUIRED Sensitizers 0.0 0.0 QUANTITIES NOT REGULATED BY THE 2019 CFC/CBC 2019 CALIFORNIA CODES: CONTROL AREA IS CLASSIFIED AS A B, F1, S1 OCCUPANCY BASED ON THE USE AND STORAGE OF HEALTH HAZARD MATERIALS STORAGE AMOUNT• MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. NOT ALL MATERIALS IN USE AT THE SAME TIME, WITH < 10% IN USE AT ANY TIME UNLESS QUANTITIES ARE INCLUDED. AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS · KLAUSBRUCKNER & ASSOC. -2020-01-22 Page 27 of 45 HAZARDOUS MATERIALS AND OCCUPANCY CLASSIACATION ANALYSIS CBC TABLE 307.1 (2) • CFC TABLE 5003.1.1(2) SUMMARY· HEALTH HAZARD MATERIALS 2020 • Vluat • Building N4 • 2530 Campbell Place, Calrbbad, CA 92009 Toxics 0.0 4.0 0.0 -'---~-~-- 2019 CFC TABLE 5003.1.1(2) / CBC TABLE 307.1(2): MAQ PER 1ST FLOOR CONTROL AREA· H-4 OCCUPANCY REQUIRED ONLY FOR> MAQ STORAGE/AGGREGATE MAO-NO CABINETS: 1,000 POUNDS-100 GAI.LONS -1,620 CUBIC FEET -300 LBS LIQUIFIED STORAGE/AGGREGATE MAO -WITH CABINETS: 2,000 POUNDS -200 GAi.LONS -3,240 CUBIC FEET -600 LBS LIQUIFIED USE-CLOSED MAO: 1,000 POUNDS -100 GAi.LONS -1,620 CUBIC FEET -300 LBS LIQUIFIED [3,240 CUBIC FEET -600 LBS LIQUIFIED IF IN CABINETS] USE-OPEN MAO: 250 POUNDS -25 GAi.LONS 2019 CALIFORNIA CODES: CONTROL AREA IS CLASSIFIED AS A B, F1, S1 OCCUPANCY BASED ON THE USE AND STORAGE OF HEALTH HAZARD MATERIALS STORAGE AMOUNT• MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. NOT ALL MATERIALS IN USE AT THE SAME TIME, WITH < 10% IN USE AT ANY TIME UNLESS QUANTITIES ARE INCLUDED. AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUSBRUCKNER & ASSOC. -2020-01-22 Page 28 of 45 HAZARDOUS MATERIALS AND OCCUPANCY CLASSIFICATION ANALYSIS CBC TABLE 307.1(1) • CFC TABLE 5003.1.1(1) SUMMARY· PHYSICAL HAZARD MATERIALS 2020 -Vluat • Building N4 • 2530 Campbell Place, cartsbad, CA 92009 Aerosols Level 3 2.0 0.0 0.0 2019 CFC 5104.2: H OCCUPANCY OR SPECIAL REQUIREMENTS APPLICABLE TO ONLY >500 POUNDS IN GROUP A, 8, E, F, I AND R OCCUPANCIES IIAQ PER CONTROL AREA Of LEVEL 2 AND 3 AEROSOLS COMBINED: 1,000 POUNDS OR 2,000 POUNDS IF STORED IN CABINETS. 2019 CFC TABLE 5104.3.1: NONSEGREGATED STORAGE Of LEVEL 2 AND 3 AEROSOL COMBINED IN GENERAL PURPOSE WAREHOUSES: PALLETIZED OR SOLID-PILE STORAGE: 12,000 LBS RACK STORAGE: 24,000 LBS 2019 CFC TABLE 5106.2.1 -IIAQ of LEVEL 2 and 3 AEROSOL COMBINED IN NON-SEGREGATED RETAIL DISPLAY STORAGE AREA: 2,500 POUNDS Combustible Liquids II 0.0 2.0 0.0 2019 CFC TABLE 5003.1.1(1) / CBC TABLE 307.1(1): IIAQ PER 1ST FLOOR CONTROL AREA H-2 OCCUPANCY FOR ONLY> IIAQ WHEN USED OR STORED IN OPEN CONTAINERS/SYSTEMS OR CLOSED CONTAINERS/SYSTEMS >15 PSI H-3 OCCUPANCY FOR ONLY> IIAQ WHEN USED OR STORED IN CLOSED CONTAINERS/SYSTEMS AT c/:15 PSI STORAGE/AGGREGATE MAQ -NO CABINETS: 240 GALLONS STORAGE/AGGREGATE MAQ -WITH CABINETS: 480 GALLONS USE-CLOSED MAQ: 240 GALLONS USE-OPEN MAQ: 60 GALLONS LIQUIDS WITH NO FIRE POINTS (IN ACCORDANCE WITH AST1I D 112) • 2019 CFC 5701.2 NON-APPUC.ABIUTY 7: UNLIMITED STORAGE OF STlLLED SPIRITS AND WINES IN WOODEN BARRELS AND CASKS· 2019 CFC 5001.1 EXCEPTION 10 & 5701.2 NON-APPLICABILITY 10: UNLIMITED GROUP II OCCUPANCY -IIAXIIIUII QUANTITY PER CONTROL AREA-2019 CFC TABLE 5704.3.4.1 • COIIBINA.TlON OF 1-8, 1-C, II & Ill-A LIQUIDS: CEILING <1=18' HIGH, SHELF STORAGE <1-6', OTHER STORAGE <1=4.5':7,500 GALLONS SPECIAL SPRINKLER SYSTEM PROTECTION: 15,000 GALLONS 2019 CALIFORNIA CODES: CONTROL AREA IS CLASSIFIED AS A B, F1, 51 OCCUPANCY BASED ON THE USE AND STORAGE OF PHYSICAL HAZARD MATERIALS STORAGE AMOUNT. MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. NOT ALL MATERIALS IN USE AT THE SAME TIME, WITH < 10% IN USE AT ANY TIME UNLESS QUANTITIES ARE INCLUDED. AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS· KLAUSBRUCKNER & ASSOC.· 2020-01-22 Page 29 of 45 HAZARDOUS MATERIALS AND OCCUPANCY CLASSIRCATION ANALYSIS CBC TABLE 307.1(1) • CFC TABLE 5003.1.1(1) SUMMARY· PHYSICAL HAZARD MATERIALS 2020-Vlasat • Building N4-2530 Campbell Place,_cart~, CA 92009 Combustible Liquids 111-B ______ 0.0 4.0 0.0 2019 CFC TABLE 5003.1.1(1) / CBC TABLE 307.1(1): MAQ PER 1ST FLOOR CONTROL AREA STORAGE/AGGREGATE MAO· NO CABINETS: NOT LIMITED STORAGE/AGGREGATE MAO· WITH CABINETS: NOT LIMITED USE-CLOSED MAO: NOT LIMITED USE-OPEN MAO: NOT LIMITED LIQUIDS WITH NO FIRE POINTS • 2019 CFC 5701.2 Exception 7: UNLIMITED MEDICINES, FOOD, COSMETICS, ETC. • 2019 CFC 5001.1 Exception 1 & 5701.2 Exception 2: <1=50% WATER MISCIBLE FLAMMABLE/COMBUSTIBLE LIQUIDS & CONTAINERS <1=5 LITERS/1.3 GAL: UNLIMITED Flammable Liquids 1-B 0.0 16.0 0.0 2019 CFC TABLE 5003.1.1(1)/CBCTABLE 307.1(1): IIAQ PER 1STFLOOR CONTROL AREA OF Fl1A, Fl1BAND Fl1C COMBINED H-2 OCCUPANCY FOR ONLY > IIAQ WHEN USED OR STORED IN OPEN CONTAINERS/SYSTEMS OR CLOSED CONTAINERSJSYSTEIIS > 15 PSI H-3 OCCUPANCY FOR ONLY> IIAQ WHEN USED OR STORED IN CLOSED CONTAINERS/SYSTEMS AT <1=15 PSI STORAGE/AGGREGATE MAO • NO CABINETS: 240 GALLONS STORAGE/AGGREGATE MAO • WITH CABINETS: 480 GALLONS USE-CLOSED MAO: 240 GALLONS USE-OPEN MAO: 60 GAU.CNS LIQUIDS WITH NO FIRE POINTS (IN ACCORDANCE WITH ASTII D 92) • 2019 CFC 5701.2 HON-APPUCABIUTY 7: UNLIMITED STORAGE OF DISTILLED SPIRITS AND WINES IN WOODEN BARRELS AND CASKS -2019 CFC 5001.1 EXCEPTION 10 & 5701.2 HON-APPLICABILITY 1 O: UNLIMITED GROUP M OCCUPANCY -MAXIMUM QUANTITY PER CONTROL AREA· 2019 CFC TABLE 5704.3.4.1 • COMBINATION OF 1-8, 1-C, II & Ill-A LIQUIDS: CEILING </E18' HIGH, SHELF STORAGE <1=6', OTHER STORAGE <l~.5':7,500 GAU.CNS SPECIAL SPRINKLER SYSTEM PROTECTION: 15,000 GALLONS 2019 CALIFORNIA CODES: CONTROL AREA IS CLASSIFIED AS A B, F1, S1 OCCUPANCY BASED ON THE USE AND STORAGE OF PHYSICAL HAZARD MATERIALS STORAGE AMOUNT• MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. NOT ALL MATERIALS IN USE AT THE SAME TIME, WITH < 10% IN USE AT ANY TIME UNLESS QUANTITIES ARE INCLUDED. AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS · KLAUSBRUCKNER & ASSOC.· 2020-01-22 Page 30 of45 HAZARDOUS MATERIALS AND OCCUPANCY CLASSIRCATION ANALYSIS CBC TABLE 307.1(1) • CFC TABLE 5003.1.1(1) SUMMARY· PHYSICAL HAZARD MATERIALS 2020 • Vlasat • Bulldlng N4 • 2530 Campbell Place, carbbad, CA 92009 ___., Water Reactives 2 0.0 4.0 0.0 2019 CFC TABLE 5003.1.1(1) / CBC TABLE 307.1(1): MAQ PER 1ST FLOOR CONTROL AREA· H-3 OCCUPANCY REQUIRED ONLY FOR> MAQ STORAGE/AGGREGATE MAO • NO CABINETS: 100 POUNDS • 10 GALLONS STORAGE/AGGREGATE MAO· WITH CABINETS: 200 POUNDS • 20 GALLONS USE-CLOSED MAO: 100 POUNDS • 10 GALLONS USE-OPEN MAO: 20 POUNDS • 2 GALLONS 2019 CFC TABLE 5003.8.2 / CBC TABLE 415.5.2: DETACHED STORAGE REQUIRED FOR LIQUIDS AND SOLIDS WHEN> 25 TONS 2019 CALIFORNIA CODES: CONTROL AREA IS CLASSIFIED AS A B, F1 , S1 OCCUPANCY BASED ON THE USE AND STORAGE OF PHYSICAL HAZARD MATERIALS STORAGE AMOUNT • MAXIMUM AMOUNT IN USE AND STORAGE, UNLESS OTHERWISE NOTED. NOT ALL MATERIALS IN USE AT THE SAME TIME, WITH< 10% IN USE AT ANY TIME UNLESS QUANTITIES ARE INCLUDED. AUTOMATIC FIRE SPRINKLER SYSTEM PROTECTION. HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS • KLAUSBRUCKNER & ASSOC. • 2020-01 -22 Page 31 of 45 Hazardous Materials Claulflcatlon Definitions AL1 Aerosols Level 1 p - Al2 Aerosols Level 2 p ------ AL3 Aerosols Level 3 p ----~---~ -------- CA Carcinogens :H -----~ CA-CP Carcinogens-Consumer Products H ------. ------ CD Combustible Dusts p -r------- CF Combustible Fibers p -~ - CG-NH Compressed Gases -Inert/Non-Hazardous p --- CL2 Combustible Liquids II p ---~ ----CL2-NFP Combustible Liquids II-No Fire Point p -~ -- CL3A Combustible Liquids Ill-A p ---------CL3A-NFP Combustible Liquids Ill-A-No Fire Point p -..-- CL3B Combustible Liquids 111-B p CL3B-NFP Combustible Liquids 111-B-No Fire Point p ----- CR Corrosives H -------- CRY-F Cryogenic Liquids -Flammable p CRY-NH Cryogenic Liquids -Inert/Non-Hazardous p ------- CRY-OX Cryogenic Liquids -Oxidizing p ------- EX Explosives p -------------~~ EX1.1 Explosives Division 1 .1 p EX1.2 Explosives Division 1.2 p ---__, - EX1.3 Explosives Division 1.3 p ,__ EX1.4 Explosives Division 1.4 p --- EX1.4G Explosives Division 1.4G p EX1.5 Explosives Division 1.5 p HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUSBRUCKNER & ASSOC. -2020-01-22 Page 32 of45 Hazardous Materials Claulflcatlon Definitions EX1.6 Explosives Division 1.6 p ---. FG Flammable Gases p ----- Fl1A Flammable Liquids I-A p FL1A-NFP Flammable Liquids I-A-No Fire Point p --------- FL1B Flammable Liquids I-B p FL1B-NFP Flammable Liquids I-B-No Fire Point p FL1C Flammable Liquids I-C p ------ FL1C-NFP Flammable Liquids I-C-No Fire Point p -- FRF Federal Regulated Flammable substances p ----- FAS Federal Regulated Substances p -- FS Flammable Solids p --- HT Highly Toxics H >---- IR Irritants ,H --~- IR-CP Irritants-Consumer Products H -------------- NH Nonhazardous Materials NH - OHH Other Health Hazards H - OHH-CP Other Health Hazards-Consumer Products H --- OP Organic Peroxides -Unclassified Detonable p --- OP1 Organic Peroxides I p -- OP2 Organic Peroxides II p OP3 Organic Peroxides Ill p - OP4 Organic Peroxides IV p ---- OPS Organic Peroxides V p ox Oxidizer Gases p ---- OX1 Oxidizers 1 p HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUSBRUCKNER & ASSOC. -2020-01-22 Page 33 of 45 OX2 I OX3 t OX4 P65 PSM PY RAD RADA RADB RADG RMP-T1 RMP-T2 RMP-T3 SIED SN SN-CP SRS TX UR1 UR2 UR3 UR4 WR1 WR2 WR3 Oxidizers2 Oxidizers 3 Oxidizers 4 CA-Prop65 PSM-OSHA Pyrophorics Radioactive Radioactive -Alpha Radioactive -Beta Radioactive -Gamma RMP Table 1 -Federal Regulated Substances RMP Table 2 -Federal Regulated Flammable Substances RMP Table 3 -CA Regulated Substances Special Industrial Explosive Devices Sensitizers Sensitizers-Consumer Products State Regulated Substances Toxics Unstable Reactives 1 Unstable Reactives 2 Unstable Reactives 3 Unstable Reactives 4 ---------- ------------------ --------------- Water Reactives 1 Water Reactives 2 Water Reactives 3 HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUSBRUCKNER & ASSOC. -2020-01-22 p p p H H p H H H H p p p p H H p H p p p p p p p Page34 of 45 HAZARDOUS MATERIALS DEFINmONS 2020 • Vlasat • Building N4 • 2530 campbell Place, Carlsbad, CA 9200!! HAZARDOUS MATERIALS DEFINITIONS ACID ♦ Corrosive material whose water solutions contain hydrogen ions. ♦ Will liberate hydrogen gas on contact with certain metals. ♦ Forms a salt when It reacts with a base. ♦ Tastes sour. ♦ Tums blue litmus paper red. ♦ Very chemically active. ♦ Bum, irritate or destructively attack organic tissue such as the skin, lungs, stomach. ♦ Generally incompatible with bases [alkalis]. ♦ pH = </=1 lo <7 AEROSOL ♦ A product that is dispensed from an aerosol container by a propellant. • Level 1 Aerosol: Chemical heat of combustion </=8,600 Btunb. • Level 2 Aerosol: Chemical heat of combustion >8,600 Btunb and <13,000 Btunb. • Level 3 Aerosol: Chemical heat of combustion >13,000 Btunb AEROSOL CONTAINER ♦ A metal can, up to a maximum size of 33.8 fluid ounces (1,000 ml), designed to dispense an aerosol product; or ♦ A glass or plastic bottle, up to a maximum size of 4 fluid ounces (118 ml), designed to dispense an aerosol product. BASE [ALKALI] ♦ Corrosive materials whose water solutions contain hydroxyl ions. ♦ Chemically opposite of an organic acid. ♦ Forms a salt when it reacts with an acid. ♦ Neutralizes acids. ♦ Very chemically active. ♦ Bum, irritate or destructively attack organic tissues such as skin, lungs, stomach. ♦ pH= >7 to >/=14 CARCINOGEN ♦ Substance that causes the development of cancerous growths in living tissue. ♦ Chemical is considered to be a carcinogen if: • It has been evaluated by the International Agency of Research on Cancer (IRAC) and found to be a carcinogen; or • It is listed as a carcinogen or potential carcinogen in the Annual Report on Carcinogens published by the National Toxicology Program; or • Regulated by OSHA as a carcinogen. CLOSED CONTAINER ♦ A container sealed by means of a lid or other device such that liquid, vapor or dusts will not escape from it under ordinary conditions of use or handling. KLAUSBRUCKNER & ASSOCIATES -2495 TRUXTUN ROAD, SUITE 205, SAN DIEGO, CA 92106-TEL (619) 677-2004; FAX (619) 677-2444 HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUSBRUCKNER & ASSOC. -2020-01-22 Page 35 of 45 HAZARDOUS MATERIALS DEFINmONS 2020 · Vlasat · Building N4 · 2530 <:ampbell Place, Cart-, CA 92009 CLOSED SYSTEM ♦ The use of a solid or liquid hazardous materials involving a closed vessel or system that remains closed during normal operations where vapors emitted by the product are not liberated outside of the vessel or system. ♦ The product is not exposed to the atmosphere during normal operations. ♦ Examples: • All compressed gases. • Product conveyed through a piping system into a closed vessel, system or piece of equipment. COMBUSTIBLE DUST ♦ Finely divided solid materials which is </=420 microns in diameter and which, when dispersed in air in the proper proportions, could be ignited by a flame, spark or other source ignition. ♦ Combustible dust will pass through a U.S. No. 40 standard sieve. ♦ Generally: • Particulate from wood sanding and grinding is 'Combustible Dust.' • Particulate from wood routing is not 'Combustible Dust.' • Particulate from wood saving may or may not be 'Combustible Dust.' COMBUSTIBLE LIQUID ♦ A liquid having a closed up flash point >/=1 00oF. • Class II Combustible Liquid: Flash point >/=100oF and <140oF. • Class IIIA Combustible Liquid:: Flash point >/=140oF and <200oF. • Class IIIB Combustible Liquid:: Flash point >/=200oF. ♦ DOT Class 3 Materials. COMPRESSED GAS ♦ A material, or mixture of materials which: • Is a gas 68oF or less at 14.7 psia of pressure; and • Has a boiling point of 68oF or less at 14.7 psia which is either liquefied, nonliquefied or in solution, except those gases which have no other health-or physical-hazard properties are not considered to be compressed until the pressure in the packaging exceeds 41 psia at 68oF. ♦ The states of a compressed gas are categorized as follows: • Nonliquefied Compressed Gases: Gases, other than those in solution, which are in a packaging under the charged pressure and are entirely gaseous at a temperature of 68oF. • Liquefied Compressed Gases: Gases that, in a packaging under the charged pressure, are partially liquid at temperature of 68oF • Compressed Gases in Solution: Nonliquefied gases that are dissolved in a solvent. • Compressed Gas Mixtures: Mixture of two or more compressed gases contained in a packaging, the hazard properties of which are represented by the properties of the mixture as a whole. CONTROL AREA ♦ Spaces within a building where quantities of hazardous materials not exceeding the maximum allowable quantity per control area are stored dispensed, used or handled. ♦ See also the definition of 'Outdoor control area.' KLAUSBRUCKNER & ASSOCIATES -2495 TRUXTUN ROAD, SUITE 205, SAN DIEGO, CA 92106 -TEL (619) 677-2004; FAX (619) 677-2444 HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUSBRUCKNER & ASSOC. -2020-01-22 Page 36of 45 HAZARDOUS MATERIALS DEFINmONS 2020 • Vlasat • Bulldlng N4 • 2530 campbell Place, Carlsbad, CA 92009 CORROSIVE ♦ A chemical that causes visible destruction of, or irreversible alterations in, living tissue by chemical action at the point of contact. A chemical shall be considered corrosive if, when tested on the intact skin of albino rabbits by the method described in DOTn49 CFR 173.137, such chemical destroys or changes irreversible the structure of the tissue at the point of contact following an exposure period of 4 hours. This term does not refer to action on inanimate surfaces. ♦ Bums or destructively attacks organic tissues such as the skin, lungs, stomach -i.e.: acids, bases, caustics. ♦ General 'rule of thumb': pH </=2-3 and >/=12 ♦ Dot Class 8 Materials. CRYOGENIC FLUID ♦ A fluid having a boiling poinllowerthan -130oF at 14.7 psia. FLAMMABLE GAS ♦ A material which is a gas at 68oF or less at 14.7 psia which: • Is ignitable at 14.7 psia when in a mixture of </=13% by volume with air; or Has a flammable range al 14.7 psia with air of at least 12%, regardless of lower limit. ♦ The limits specified shall be determined al 14.7 psi of pressure and a temperature of 68oF. ♦ DOT Class 2 Materials. FLAMMABLE LIQUEFIED GAS ♦ A liquefied compressed gas which, under a charged pressure, is partially liquid at a temperature of 68oF and which is flammable. FLAMMABLE LIQUID ♦ A liquid having a closed cup flash point <100oF. • Class IA Flammable Liquid: Flash point <73oF and boiling point <100oF. • Class IB Flammable Liquid: Flash point <73oF and boiling point >/=100oF. • Class II Flammable Liquid: Flash point >/=73oF and <100oF. ♦ DOT Class 3 Materials. FLAMMABLE MATERIAL ♦ A material capable of being readily ignited from common sources of heat or at a temperature of 600oF or less. FLAMMABLE SOLID ♦ A solid, other than a blasting agent or explosive, that is capable of causing fire through friction, absorption or moisture, spontaneous chemical change, or retained heat from manufacturing or processing, or ♦ A solid which has an ignition temperature below 212oF which bums so vigorously and persistently when ignited as to create a serious hazard. ♦ Test Data -CPSC 16 CFR; Part 1500.44: a chemical that ignites and bums with a self-sustained flame at a rate greater than 0.1 inch per second along its major axis. ♦ DOT Class 4.1 Materials. FLAMMABLE VAPORS OR FUMES ♦ The concentration of flammable constituents in air that exceeds 25 percent of their lower flammable limit (LFL). KLAUSBRUCKNER & ASSOCIATES -2495 TRUXTUN ROAD, SUITE 205, SAN DIEGO, CA 92106 -TEL (619) 677-2004; FAX (619) 677-2444 HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUSBRUCKNER & ASSOC. -2020-01-22 Page 37 of 45 HAZARDOUS MATERIALS DEANITIONS 2020 • Vlasat • Bulldlng N4 • 2530 Compbell Place, _C811sbad, CA 92009 HAZARD RATING [DEGREES OF HAZARD] ♦ Health [Blue]: Hazard rating of health hazards ranked according to the probably severity of the effects of exposure to personnel as follows: • 4: Materials that on very short exposure could cause death or serious residual injury, including those too dangerous to be approached without specialized protection equipment -i.e.: • lnhalatlon/Absorptlon -Skin: Materials that, under normaJ conditions or under fire conditions, are extremely hazardous through inhalation of through contact with or absorption by the skin. • Ingestion • Oral: Materials whose LD50 for acute oral toxicity is </= 5 milligrams per kilogram [mg/kg]. • Skin: Materials whose LD50 for acute dennal toxicity is <1=40 milligrams per kilogram [mg/kg]. • Dusts & Mists -Inhalation: Dusts & mists whose LCSO for acute inhalation toxicity is </=0.5 milligrams per liter [mg/L]. • Liquids -Inhalation: Liquid whose saturated vapor concentration at 20oC is>/= 10 times its LC50 for acute inhalation toxicity, if its LC50 is </=1,000 parts per million [ppm]. • Gases -lnhalatlon: Gas whose LC50 for acute inhalation toxicity is </=1,000 parts per million [ppm]. • 3: Materials that on short exposure could cause serious temporary or residual injury, including those requiring protection from all bodily contact - i.e.: • Combustion Products: Materials that give off highly toxic combustion products. * Ingestion -Oral: Materials whose LD50 for acute oral toxicity is >5 milligrams and </=50 milligrams per kilogram [mg/kg]. • Skin: Materials whose LD50 for acute dermal toxicity Is >40 milligrams and </=200 milligrams per kilogram [mg/kg]. * Dusts & Mlats -lnhalatlon: Ousts & mists whose LC50 for acute inhalation toxicity Is >0.5 and </=2 milligrams per liter [mg/L]. • Liquids -Inhalation: Liquid whose saturated vapor concentration at 20oC is >/= its LC50 for acute inhalation toxicity, if its LC50 is </=3,000 parts per million [ppm] and does not meet the criteria for degree of hazard 4. • Gases -Inhalation: Gas whose LC50 for acute inhalation toxicity is >1,000 and <3,000 parts per million [ppm]. • Corrosive: Materials that are either severely corrosive to skin on single, short exposure or cause irreve,sible eye damage. • 2: Materials that on intense or short exposure could cause temporary incapacitation or possible residual injury, including those requiring the use of respiratory protective equipment that has an independent air supply-i.e.: • Combustion Products: Materials that emit toxic or highly toxic irritating combustion products. • Lack of Warning Properties: Materials that, under normal conditions or fire conditions, give off toxic vapors that lack warning properties. • Ingestion -Oral: Materials whose LOSO for acute oral toxicity is >50 milligrams and </=500 milligrams per kilogram [mg/kg]. HAZARD RATING [DEGREES OF HAZARD]-continued • Health [Blue] -continued: • Skin: Materials whose LD50 for acute dermal toxicity is >200 milligrams and </=1,000 milligrams per kilogram [mg/kg]. • Dusts & Mists -lnhalatlon: Dusts & mists whose LC50 for acute inhalation toxicity is >2 and <1=10 milligrams per liter [mg/LJ. • Liquids -Inhalation: Liquid whose saturated vapor concentration at 20oC is >/= 1/5 its LC50 for acute inhalation toxicity, if its LC50 is </=5,000 parts per million [ppm] and does not meet the aiteria for degree of hazard 3 or 4. • Gases -Inhalation: Gas whose LC50 for acute inhalation toxicity is >3,000 and </=5,000 parts per million [ppm]. * lmtant: Materials that cause severe but reversible respiratory, skin or eye irritation. • 1: Materials that on exposure could cause irritation but only minor residual injury, including those requiring the use of an approved air-purifying respirator-i.e.: • Combustion Products: Materials that emit irritating combustion products. • Fire Conditions: Materials that, under fire conditions, cause skin irritation, but not destruction of tissue. • Ingestion -Oral: Materials whose LD50 for acute oral toxicity is >500 milligrams and <1=2,000 milligrams per kilogram [mg/kg]. • Skin: Materials whose LD50 for acute dermal toxicity is >1,000 milligrams and </=2,000 milligrams per kilogram [mg/kg]. • Dusts & Mists -lnhalatlon: Dusts & mists whose LC50 for acute inhalation toxicity is >10 and </=200 milligrams per llter [mg/LJ. * Gases & Vapors -Inhalation: Gas & vapor whose LC50 for acute inhalation toxicity is >5,000 and </=10,000 parts per million [ppm]. • Irritant Materials that are moderate respiratory irritants, or that cause slight to moderate eye irritation. KLAUSBRUCKNER & ASSOCIATES -2495 TRUXTUN ROAD, SUITE 205, SAN DIEGO, CA 92106-TEL (619) 677-2004; FAX (619) 677-2444 HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUSBRUCKNER & ASSOC. -2020-01-22 Page 38 of 45 HAZARDOUS MATERIALS DEFINmONs 2020 · Vlasat · Building N4 · 2530 Csmpbell Place, Carl-d, CA 92009 • 0: Materials that on exposure under fire conditions would offer no hazard beyond that of ordinary combustible materials -i.e.: • Ingestion -Oral: Materials whose LD50 for acute oral toxicity is >2,000 milligrams per kilogram [mg/kg]. • Skin: Materials whose LOSO for acute dermal toxicity is >2,000 milligrams per kilogram [mg/kg]. • Dusts & Mists -Inhalation: Dusts & mists whose LC50 for acute inhalation toxicity is >200 milligrams per liter [mg/L]. • Gases & Vapors -Inhalation: Gas & vapor whose LCS0 for acute inhalation toxicity is >10,000 parts per million [ppm]. ♦ Flammability [Red]: Hazard rating of flammability hazards ranked according to the susceptibility of materials to burning as follow: • 4: Materials that will rapidly or completely vaporize at atmospheric pressure and normal ambient temperature or that are readily dispersed in air, and which will bum readily -i.e.: * Flammable Gases. • Flammable cryogenics. • Any liquid or gaseous material that is liquid while under pressure and has a flash point <73of and a boiling point <100oF (i.e.: Class I-A Flammable Liquid]. • Materials that ignite spontaneously when exposed to air p.e.: Pyrophorics]. • 3: Liquids and solids that can be ignited under almost all ambient temperature conditions. Materials in this degree produce hazardous atmospheres with air under almost all ambient temperatures or, though unaffected by ambient temperatures, are readily ignited under almost all conditions -i.e.: • Liquids having a flash point <730F and having a boiling point >/=100oF and those liquids having a flash point >/=73oF and <100of p.e.: Class I-B & I-C Flammable Liquids]. * Materials that on account of their physical fonn or environmental conditions can fonn explosive mixtures with air that are readily dispersed in air p.e.: dusts of combustible/flammable solids, mists of flammable/combustible liquid droplets]. * Materials that bum with extreme rapidity, usually by reason of self-contained oxygen p.e.: many Organic Peroxides, dry nitrocellulose]. • 2: Materials that must be moderately heated or exposed to relatively high ambient temperatures before ignition can occur. Materials in this degree would not under normal conditions form hazardous atmospheres with air, but under ambient temperatures or under moderate heating may release vapor in sufficient quantities to produce hazardous atmospheres with air -i.e. * Liquids having a flash point >100oF and </-200oF [i.e.: Class II & Class Ill-A Combustible Liquids]. * Solid materials in the fonn of coarse dusts that may bum rapidly but that generally do not fonn explosive abnospheres with air p.e.: Flammable Solids]. * Solid materials in a fibrous or shredded fonn that may bum rapidly and create flash fire hazards p.e.: cotton, sisal, hemp). * Solids and semisolk:ls that readily give off flammable vapors. HAZARD RATING [DEGREES OF HAZARD)-continued • Flammability [Red) -continued: • 1: Materials that must be preheated before ignition can occur. Materials in this degree require considerable preheating, under all ambient temperature conditions, before ignition and combustion can occur -i.e.: * Materials that will bum in air when exposure to a tempura of 1500oF for </=5 minutes. * Liquids, solids & semisolids having a flash point >200of p.e.: Class 111-B Combustible Liquids). • O: Materials that will not bum -i.e.: material that will not bum in air when exposed to a temperature of 1500oF for a period of 5 minutes. ♦ Reactivity/Instability [Yellow]: Hazard rating of reactivity pnstability] hazards ranked according to ease, rate and quantity of energy release as follows: • 4: Materials that in themselves are readily capable of detonation or explosive decomposition or explosive reaction at normal temperatures and pressures -i.e.: • Materials sensitive to localized thennal or mechanical shock at nonnal temperatures and pressures. • 3: Materials that in themselves are capable of detonation or explosive decomposition or explosive reaction, but that require a strong initiating source or that must be heated under confinement before initiation -i.e.: * Materials sensitive to thennal or mechanical shock at elevated temperatures and pressures. • Materials that reactive explosively with water without requiring heat or confinement. • 2: Materials that readily undergo violent chemical change at elevated temperatures and pressures -i.e.: * Materials that exhibit an exotherm at temperatures </=150oC when tested by differential scanning calorimetry. KLAUSBRUCKNER & ASSOCIATES· 2495 TRUXT\JN ROAD, SUITE 205, SAN DIEGO, CA 92106 • TEL (619) 677-2004; FAX (619) 677-2444 HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS· KLAUSBRUCKNER & ASSOC. -2020-01·22 Page 39 of 45 HAZARDOUS MATERIALS DEFINITIONS 2020 • Vlasat • Building N4 ·_2530 Csmpbell Place, Carlsbad, CA 92009 • Materials that may react violently with water or fonn potentially explosive mixtures with water. • 1: Materials that in themselves are normally stable, but that can become unstable at elevated temperatures and pressure-i.e.: • Materials that change or decompose on exposure to air, light or moisture. • Materials that exhibit an exotherm at temperatures >150oC but </=300oC when tested by differential scanning calorimetry. • 0: Materials that in themselves are normally stable, even under fire conditions -i.e.: * Materials that do not react with water. • Materials that exhibit an exotherm at temperatures >300oC but </=500oC when tested by differential scanning calorimetry. • Materials that do not exhibit an exotherm at temperature </=500oC when tested by differential scanning calorimetry. HAZARDOUS MATERIALS ♦ Chemicals or substances which are physical hazards or health hazards as defined and classified in IFC/CFC Chapter 27, whether the materials are in usable or waste condition. HEALTH HAZARD • A classification of a chemical for which there is statistically significant evidence that acute or chronic health effects are capable of occurring in exposed persons. The term 'health hazard' includes chemicals that are toxic, highly toxic and corrosive. HIGHLY TOXIC ♦ Material which produces a lethal dose or lethal concentration as follows: • Oral Ingestion = LD50 = </=50 mg/kg -Rat: Median lethal dose [LD50] of 50 milligrams of less per kilogram of body weight when administered orally to albino rats weighing between 200 and 300 grams each. • Skin Absorption = LD50 = </=200 mg/kg -Rabbit: Median lethal dose [LD50] of 200 milligrams or less per kilogram of body weight when administered by continuous contact for 24 hours (or less if death occurs within 24 hours) with the bare skin of albino rabbits weighing between 2 and 3 kilograms each. • Inhalation = LC50 = </=200 ppm -Rat: Median lethal concentration [LC50] in air of 200 ppm by volume or less of gas or vapor, or 2 milligrams per liter or less of mist, fume or dust, when administered by continuous inhalation for one hour (or less if death occurs within 1 hour) to albino rats weighing between 200 and 300 grams each. ♦ Mixtures of these materials with ordinary materials, such as water, might not warrant classification as highly toxic. ♦ Dot Class 6.1 Materials. INCOMPATIBLE MATERIALS ♦ Materials that, when mixed, have the potential to react in a manner which generates heat, fumes, gases, or byproducts which are hazardous to life or property. ♦ The maximum allowable quantity per control area is based on the material state (solid, liquid or gas) and the material storage or use conditions. IRRITANT ♦ A chemical which is not corrosive, but which causes a reversible inflammatory effect on living tissue by chemical action at the site of contact. ♦ A chemical is a skin irritant if, when tested on the intact skin of albino rabbits by the methods of CPSC 16CFR Part 1500.41 for an exposure of four or more hours or by other appropriate techniques, it results in an empirical score of 5 or more. ♦ A chemical is classified as an eye irritant if so determined under the procedure listed in CPSC 16CFR Part 1500.42 or other approved techniques. LIQUEFIED PETROLEUM GAS (LP-gas) KLAUSBRUCKNER & ASSOCIATES -2495 TRUXTUN ROAD, SUITE 205, SAN DIEGO, CA 92106 -TEL (619) 6TT-2004; FAX (619) 677-2444 HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUSBRUCKNER & ASSOC. -2020-01-22 Page40 of 45 HAZARDOUS MATERIALS DEFINITIONS 2020 • Vlasat • Building N4 • 2530 campbell Place, Carlsbad, CA 92009 ♦ A material which is composed predominanUy of the following hydrocarbons or mixtures of them: propane, propylene, butane (normal butane or isobutene) and butylenes. LOWER FLAMMABLE LIMIT (LFL) ♦ The minimum concentration of vapor in air at which propagation of flame will occur in the presence of an ignition source. ♦ The LFL is sometimes referred to as LEL or lower explosive limit. MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA (MAQ) ♦ The maximum amount of a hazardous material allowed to be stored or used within a control area inside a building or an outdoor control area. OCCUPANCY ♦ B Occupancy: Business Group B occupancy includes, among others, the use of a building or structure, or portion thereof, for office, professional or service-type transaction, laboratories (testing and research), and print shops. ♦ F Occupancy: Factory Industrial Group F occupancy includes, among others, the use of a building or structure, or a portion thereof, for assembling, disassembling, fabricating, finishing, manufacturing, packaging, repair or processing operations that are not classified as Group H high-hazard or Group S storage occupancy. • F-1 Moderate-hazard Occupancy: Includes, but not limited to, athletic equipment, automobiles, electronics, food processing, laundries, paper mills, printing and publishing, soaps and detergents, textiles and wood. • F-2 Low-hazard Occupancy: Factory industrial uses involving the fabrication or manufacturing of noncombustible materials which, during finishing, packaging or processing do not involve a significant fire hazard. ♦ H Occupancy: High-hazard Group H occupancy includes, among others, the use of a building or structure, or a portion thereof, that involves the manufacturing, processing, generation or storage of materials that constitute a physical or health hazard in quantities in excess of quantities allowed in control areas constructed and located as required in Section 2703.8.3. • H-2: >/= Maximum Allowable Quantity of one or more of the following Physical Hazard Materials: • Class I, II or HA flammable or combustible liquids used or stored in nonnally open containers or systems, or in closed containers or systems pressurized at >15 psig. • Combustible dust. • Cryogenic fluids, flammable. • Flammable gases. • Class 1 organic peroxides. • Class 3 oxidizers used or stored in nonnally open containers or systems, or in closed containers or systems pressurized at >15 psig. • Pyrophoric liquids, solids and gases, nondetonable. • Class 3 nondetonable unstable (reactive) materials. • Class 3 water reactive materials. OCCUPANCY -continued • H-3: >/= Maximum Allowable Quantity of one or more of the following Physical Hazard Materials: • Class I, II or IJA flammable or combustible liquids used or stored in nom,ally open containers or systems, or in closed containers or systems pressurized at >15 psig. • Combustible fibers, other than densely packed baled cotton. • Oxidizing Cryogenic fluids. • Flammable solids. • Class II and Ill Organic peroxides. • Class 2 Oxidizers. • Class 2 Oxidizers used or stored in nom,ally open containers or systems, or in closed containers or systems pressurized at >15 psig. • Class 2 unstable (reactive) materials. KLAUSBRUCKNER & ASSOCIATES -2495 TRUXlUN ROAD, SUITE 205, SAN DIEGO, CA 92106-TEL (619) 677-2004; FAX (619) 677-2444 HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUSBRUCKNER & ASSOC. -2020-01-22 Page 41 of 45 HAZARDOUS MATERIALS DEFINITIONS 2020 • Vlasat • Building N4 • 2530 C&mpbell Place, C-, CA 92009 • Class 2 water-reactive materials. • H-4: >/= Maximum Allowable Quantity of one or more of the following Health Hazard Materials: • Corrosives. • Highly toxic materials. • Toxic materials. ♦ M Occupancy: Mercantile Group M occupancy includes, among others, buildings and structures or a portion thereof, for the display and sale of merchandise, and involves stocks of goods, wares or merchandise incidental to such purposes and accessible to the public. ♦ S Occupancy: Storage Group S occupancy includes, among others, the use of a building or structure, or a portion thereof, for storage that is not classified as a hazardous occupancy. • S-1 Moderate-hazard storage: Includes, but not limited to, level 2 and 3 aerosols, books and paper in rolls or packs, cardboard boxes, clothing, glues, motor vehicle repair garages, and soaps. • S-2 Low-hazard storage: Buildings used for the storage of noncombustible materials such as products on wood pallets or in paper cartons with or without single thickness divisions; or in paper wrappings. OPEN SYSTEM ♦ The use of a solid or liquid hazardous materials involving a vessel or system that is continuously open to the atmosphere during normal operations and where vapors are liberated, or the product is exposed to the atmosphere during normal operations. ♦ Examples: • Dispensing from or into open beakers or containers. • Dip tank and plating tank operations. ORGANIC PEROXIDE ♦ An organic compound that contains the bivalent -0-0-structure and which may be considered to be a structural derivative of hydrogen peroxide where one or both of the hydrogen atoms have been replaced by an organic radical. ♦ Organic peroxides can present an explosion hazard (detonation or deflagration) or they can be shock sensitive. ♦ Organic peroxides can decompose into various unstable compounds over an extended period of time. ♦ DOT 5.3 Materials. • Unclassified Detonable Organic Peroxide: ■ Organic peroxides that are capable of detonation. There peroxides pose an extremely high-explosion hazard through rapid explosive decomposition. • Regulated as Class A explosive • DOTTypeA • Class I Organic Peroxide: ■ Formulations that are capable of deflagration but not detonation. • DOTTypeB • Class II Organic Peroxide: ■ Formulations that bum very rapidly and that pose a moderate reactivity hazard. • DOTTypeC • Class Ill Organic Peroxide: ■ Formulations that bum rapidly and that pose a moderate reactivity hazard. ■ DOTTypeD • Class IV Organic Peroxide: ■ Formulations that bum in the same manner as ordinary combustibles and that pose a minimal reactivity hazard. • DOT Type E & F KLAUSBRUCKNER & ASSOCIATES -2495 TRUXTUN ROAD, SUITE 205, SAN DIEGO, CA 92106 -TEL (619) 677-2004; FAX (619) 677-2444 HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUSBRUCKNER & ASSOC. -2020-01-22 Page42 of 45 HAZARDOUS MATERIALS DEFINITIONS 2020 • Vlasat • Building N4 • 2530 Csm_pbell Place, C&rlsbad, CA 92009 ORGANIC PEROXIDE • continued • Class V Organic Peroxide: • Formulations the bum with less intensity than ordinary combustibles or do not sustain combustion and that pose no reactivity hazard. • DOTTypeG OTHER HEAL TH HAZARD + Hazardous material which affects target organs of both body including, but not limlted to, those materials which produce liver damage, kidney damage, damage to the nervous system, act on the blood to decrease hemoglobin function, deprive the body tissue of oxygen, or affect reproductive capabillties including mutations [chromosomal damage] or teratogens [effects on fetuses]. OUTDOOR CONTROL AREA ♦ An outdoor area that contains hazardous materials in amounts not exceeding the maximum allowable quantities of Table 2703.1.1 (3) or 2703.1.1 (4). OXIDIZER pH ♦ A material that readily yields oxygen or other oxidizing gas, or that readily reacts to promote or initiate combustion of combustible materials and, if heated or contaminated, can result in vigorous self-sustained decomposition. ♦ Examples of other oxidizing gases include bromide, chlorine and fluorine. ♦ DOT Class 5.1 Materials. • Class 4 Oxidizer: • Can undergo an explosive reaction due to contamination or exposure to thermal or physical shock and that causes a severe increase in the burning rate of combustible materials with which it comes into contact. Additionally, the oxidizer causes a severe increase in the buming rate and can cause spontaneous ignition of combustibles. • Acceptable Test Criteria -DOT Packaging Group I: Material which, in either concentration tested, exhibits a burning time equal to or less than that of potassium bromate. Class 3 Oxidizer: • Will cause a severe increase in the buming rate of combustible materials with which it comes in contact. • Acceptable Test Criteria -DOT Packaging Group II: Material, which, in either concentration tested, exhibits a burning time between that of potassium bromate and that of potassium perchlorate. • Class 2 Oxidizer: • Will cause a moderate increase in the burning rate of combustible materials with which It comes in contact. • Acceptable Test Criteria -DOT Packaging Group Ill: Material, which, in either concentration tested, exhibits a burning time between that of potassium perchlorate and that of ammonium persulphate. • Class 1 Oxidizer: • Does not moderately increase the burning rate of combustible materials. ♦ Value used to represent the strength of an acid or base [alkali]: • pH 1-<7: Acid [1=Strong; 6=Weak] • pH 7: Neutral [i.e. Water] • pH > 7-14: Base [pH 11 = 1 O times more corrosive than pH of 1 OJ • Skin: ph 6-8 KL.AUSBRUCKNER & ASSOCIATES -2495 TRUXT\JN ROAD, SUITE 205, SAN DIEGO, CA 92106 -TEL (619) 677-2004; FAX (619) 677-2444 HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KL.AUSBRUCKNER & ASSOC. -2020-01-22 Page43 of 45 HAZARDOUS MATERIALS DEFINITIONS 2020 • Vlasat • Bulldlng N4-2530 Csmpbel_l_Place, cartsbad, CA 92009 PHYSICAL HAZARD ♦ A chemical for which there is evidence that it is a combustible liquid, cryogenic fluid, explosive, flammable (solid, liquid or gas), organic peroxide (solid or liquid), oxidizer (solid or liquid), oxidizing gas, pyrophoric (solid, liquid or gas), unstable reactive material (solid, liquid or gas) or water- reactive material (solid or liquid). PYROPHORIC ♦ A chemical with an auto-ignition temperature in air, at or below a temperature of 130oF. SENSITIZER ♦ Chemical that causes a substantial proportion of exposed people or animals to develop an allergic reaction in normal tissue afler repeated exposure to the chemical. ♦ Chronic effecVreaction. STORAGE ♦ The keeping, retention or leaving of hazardous materials in closed containers, tanks, cylinders, or similar vessels; or vessels supplying operations through closed connections to the vessel. TOXIC MATERIAL ♦ Materials which produces a lethal dose or lethal concentration as follows: • Oral Ingestion = LD50 = >50 mg/kg to 500 mg/kg -Rat: Median lethal dose [LD50] of more than 50 milligrams per kilogram, but not more than 500 milligrams per kilogram of body weight when administered orally to albino rats weighing between 200 and 300 grams each. • Skin Absorption = LD50 = >200 mg/kg to 1,000 mg/kg -Rabbit: Median lethal dose [LD50] of more than 200 milligrams per kilogram of body weight when administered by continuous contact for 24 hours (or less if death occurs within 24 hours) with the bare skin of albino rabbits weighing between 2 and 3 kilograms each. • Inhalation = LC50 = >200 ppm to 2,000 ppm -Rat: Median lethal concentration [LC50] in air of more than 200 ppm but not more than 2,000 ppm by volume of gas or vapor, or more than 2 milligrams per liter but not more than 20 milligrams per liter of mist, fume or dust, when administered by continuous inhalation for 1 hour (or less if death occurs within 1 hour) to albino rats weighing between 200 and 300 grams each. ♦ Mixtures of these materials with ordinary materials, such as water, might not warrant classification as toxic. ♦ DOT Class 6.1 Materials. UNSTABLE (REACTIVE) MATERIAL ♦ A material, other than an explosive, which in the pure state or as commercially produced, will vigorously polymerize, decompose, condense or become self-reactive and undergo other violent chemical changes, including explosion, when exposed to heat, friction or shock, or in the absence of an inhibitor, or in the presence of contaminants, or in contact with incompatible materials. ♦ Unstable (reactive) materials are subdivided as follows: • Class 4 Unstable (Reactive): • Capable of detonation, explosive decomposition or explosive reaction at NTP. • Materials that are sensitive to mechanical or localized thermal shock at NTP. • Class 3 Unstable (Reactive): KLAUSBRUCKNER & ASSOCIATES -2495 TRUXTUN ROAD, SUITE 205, SAN DIEGO, CA 92106 -TEL (619) 677-2004; FAX (619) 677-2444 HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUSBRUCKNER & ASSOC. -2020-01-22 Page44 of 45 HAZARDOUS MATERIALS DEFINITIONS 2020 • Vlasat • Building N4 • 2530 Csmpbell Place, Carlsbad, CA 92009 • Capable of detonation, explosive decomposition or explosive reaction but which require a strong initiating source or which must be heated under confinement before initiation. • Materials that are sensitive to thermal or mechanical shock at elevated temperature and pressures. • Class 2 Unstable (Reactive): • Normally unstable and readily undergo violent chemical change but do not detonate. • Materials that can undergo chemical change with rapid release of energy at NTP. • Materials that can undergo violent chemical change at elevated temperatures and pressures. • Class 1 Unstable (Reactive): • Materials that are normally stable but which can become unstable at elevated temperature and pressures. USE (MATERIAL) ♦ Placing a material into action, including solids, liquids and gases. WATER REACTIVE MATERIAL ♦ A material that explodes; violently reacts; produces flammable, toxic or other hazardous gases; or evolves enough heat to cause auto-ignition or ignition of combustibles upon exposure to water or moisture. ♦ DOT Class 4.3 Materials. • Class 3 Water Reactive: • Materials that react explosively with water without requiring heat or confinement. • Class 2 Water Reactive: • Materials that react violently with water or have the ability to boil water. • Materials that produce flammable, toxic or other hazardous gases, or evolve enough heat to cause auto-ignition or ignition of combustibles upon exposure to water or moisture. • Class 1 Water Reactive: • Materials that react with water with some release of energy, but not violently. KLAUSBRUCKNER & ASSOCIATES -2495 TRUXTUN ROAD, SUITE 205, SAN DIEGO, CA 92106 -TEL (619) 677-2004; FAX (619) 677-2444 HAZARDOUS MATERIALS/OCCUPANCY CLASSIFICATION ANALYSIS -KLAUSBRUCKNER & ASSOC. -2020-01-22 Page 45 of 45 • SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE 1 -c• .PLANCHECKt ______________ _ OFACeUIEONLY IPDATI! eu...Name Viasat Buildin N4 PYojlc:t~ 2548 Cam II Place 1. Elrpc 1;.,. or~ .... 2. Cclmprl111d 8- 3. ~Uquidll 4. Flammable Solidi 4. □ 5. □□ 8. 7. □ a. □ ....-TOIIIIIDl'\MnaWOIIIIIAllOllt- COUNTY-HMO" M'CO :<_\00 LOn.- -S:,V> ''i) 0 "' q: 0 ;t ~'t;\iSw ~~ 0 oate1 nitiats 6 0(, s ·$1 -? ◊ 'f).. Of $3~ &......Canlact Jeremy Thompson City 811a Carlsbad CA 92009 T.i.pholie# ZlpCodil 111maMaP011 ...... ....,.arrmrfllOlllOCCUNNCY COUNTY-HMO flPCO 760.330. n17 APf# 213-260-07 ass-793-4n7 ........ ocalPMC:Y COUNTY-HMO NlCD .,.. In 1h11 box mm ftllfflPU bolinelHS from completlng or updl1ing • Hazardous -~ Plan. OhwpefflllttirlgrequlNmlnlamay ■--,,ply. HM-8171 (08115) County of San Diego-DEH -Haz.ltdcg M11111ri111 Dhllion C cicyof Carlsbad PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov This checklist is intended to assist building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their projects. The completed checklist must be included in the building permit application. It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy-related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. NOTE: The following type of pennits are not required to fill out this fonn ❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade) I ❖ Pool ..111 If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, an explanation must be provided to the satisfaction of the Building Official . ..111 Details on CAP ordinance requirements are available on the city's website . ..111 A CAP Building Plan template (form B-55) shall be added to the title page all building plans. This template shall be completed to demonstrate project compliance with the CAP ordinances. Refer to the building application webpage and download the latest form. Project Name/Building Pennit No.: Property Address/APN: Applicant Name/Co.: Applicant Address: Contact Phone: _V_ia_sa_t B_ld_g_N_4 ________ BP No.: (,BC202a-002-=1 2548 Campbell Place, Carlsbad, CA 92009 apn 213-260-07 Dana Tsui 13280 Evening Creek Dr. # 125 San Diego CA 92108 858-793-4 777 Contact Email: danat@sca-sd.com Contact information of person completing this checklist (if different than above): Name: Company name/address: B-50 Contact Phone: Contact Email: Page 1 of 6 Revised 08/19 CitY, of Carlsbad Climate Action Plan Consistency Checklist Use the table below to detennine which sections of the Ordinance Compliance checklist are applicable to your project. For alterations and additions to existing buildings, attach Building Pennit Valuation worksheet. Building Pennit Valuation (BPV} from worksheet:$ $1,813,890 l•uat ••--' l!;tt1il 1■-li't9 Jjijj ,,. . ; ;,: 11, "* A hlgh-rtae rasldentlal bulldlng Is 4 or more stortes, Including a Low-rise High-rite mixed-use buldlng In which at least 20% of Its conditioned floor area Is residential use 0 Residential D New construction Iii Additions and alterations: D BPV < $60,000 N/A N/A All residential additions and alterations D 8PV :ii!: $60,000 1A,4A 4A 1-2 family dwellings and townhouses with attached garages D Electrical service panel upgrade only only *Multi-family dwellings only where interior finishes are removed Iii BPV :ii!: $200,000 1A, 4A* 18, 4A* and significant site work and upgrades to structural and A mechanical, electrical, and/or olumbin11 svstems are proposed o'g) Nonresidential D New construction 1 B, 2B, 3B, 48 and 5 D Alterations: D BPV :ii!: $200,000 or additions :ii!: 1,000 s uare feet Building alterations of :ii!: 75% existing gross floor area D :ii!: 2,000 sq. ft. new roof addition 1 B also applies if BPV :ii!: $200,000 Please refer to Carlsbad Municipal Code (CMC) sections 18.21.155 and 18.30.190, and the California Green Building Standards Code (CAI.Green) for more information when completing this section. A D Resldentlal addition or alteration ~ $60,000 building pennlt valuation. D NIA ________ _ See CMC section 18.30.190. D Exception: Home energy score ~ 7 (attach certification) Year Built SlnglH111111y Requirements Multl.famlly Requirements D Before 1978 Select one: D Duct sealin11 D Attic insulation D Cool roof D Attic insulation D 1978 and later Select one: D Lighting package D Water heating Package D Between 1978 and 1991 Select one: D Duct sealino D Attic insulation D Cool roof D 1992 and later Select one: D Lighting package D Water heating package B. I:!] Nonresldentlal* new construction or alterations ~ $200,000 bulldlng pennlt valuation, or additions~ 1,000 square feet D NIA Updated 8/15/2019 I 2 Chy of Carlsbad Climate Action Plan Consistency Checklist See CMC 18.21.155 and CALGreen Appendix A5, DMslon A5.2 -Energy Efficiency. AS.203.1.1 Choose one: D .1 Outdoor lighting D .2 Warehouse dock seal doors D .3 Restaurant service water heating (comply 'Mth California Energy Code section 140.5, as amended) □ NIA. _________ _ ~ Daylight design PAFs D .5 Exhaust air heat recovery AS.203.1.2.1 Choose one as applicable: D .95 Energy budget U Energy budget D NIA AS.211.1 .. il On-site renewable energy D NIA AS.211.3 .. ~reen power (If offered by local utility provider, 50% minimum renewable sources) D NIA AS.212.1 )ic1 Elevators and escalators D NIA AS.213.1 fll,teel framing D NIA • lnducles hotels/motels and high-rise residential buildings .. For alterations ~ $1,000,000 BPV and affecting > 75% existing gross floor area, or alterations that add 2,000 square feet of new roof addition: comply with CMC 18.30.130 instead. Residential new construction (for low-rise residential bulldlng pennlt appllcatlons submitted after 1/1/20). Refer to 2019 Clllfomla Energy Code section 150.1(c)14 for requirements. Notes: 1) High-rise residential bulldlngs are subject to nonresidential photovoltaic requirement (2B below) Instead. 2) If project Includes Installation of an electrlc heat pump water helter pursuant to CMC 18.30.150(8) (high-rise resldentlal) or 18.30.170(8) Oow-rtse residential), Increase system size by .3kWdc If PV offset option Is selected. Floor Plan ID (use additional CFA #d.u. Calrulated kWdc* sheets if necessary) Total System Size: kWdc = (CFAx.572) / 1,000 + (1.15 x#d.u.) *Formula calrulation where CFA = conditional floor area, #du = number of dwellings per plan type If proposed system size is less than calrulated size, please explain. Exception D D D D kWdc B. 0 Nonresidential new construction or alterations ~1,000,000 BPV and affecting ~75% existing floor area, or addition that Increases roof area by ~.ooo square feet. Please refer to CMC section 18.30.130 when completing this section. Note: This section also applies to high-rise residential and hotel/motel bulldlngs. Choose one of the following methods: IXI Gross Floor Area (GFA) Method GFA: 46,370 sf Min. System Size: __ kWdc D If< 10,000s.f. Enter: 5 kWdc D If c!: 1 O,OOOs.f. calculate: 15 kWdc x (GFA/10,000) .. .. Round building size factor to nearest tenth, and round system size to nearest whole number. D Time-Dependent Valuation Method Updated 8/15/2019 3 City .of Carlsbad Climate Action Plan Consistency Checklist Annual TDV Energy use:... ______ x .80= Min. system size: ____ _ kWdc ... Attach calculation documentation using modeling software approved by the Cslifomia Energy Commission. ! 3. Water Heating A D Resldentlal and hotel/motel new construction Please refer to CMC sections 18.30.150 and 18.30.170 when completing this section. D For systems serving lndlvldual dwelllng units choose one: □ Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery {low-rise residential only) □ Heat pump water heater AND PV system .3 kWdc larger than required in CMC section 18.30.130 (high rise residential hotel/motel) or CA Energy Code section 150.1 (c) 14 {low-rise residential) □ Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher □ Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors □ Exception: □ For systems serving multiple dwelllng units, install a central water-heating system with all of the following: D Gas or propane water heating system □ Recirculation system per CMC 18.30.150(8) (high-rise residential, hotel/motel) or CMC 18.30.170(8) (low- rise residential) □ Solar water heating system that is either: D .20 solar savings fraction □ .15 solar savings fraction, plus drain water heat recovery □ Exception: B. [Kl Nonresldentlal new construction Please refer to Carlsbad Ordinance CMC section 18.30.150 when completing this section. □ Water heating system derives at least 40% of its energy from one of the following (attach documentation): □ Solar-thermal ~ Photovoltaics □ Recovered energy □ Water heating system is (choose one): □ Heat pump water heater □ Electric resistance water heater(s) □Solar water heating system with .40 solar savings fraction □ Exception: Updated 8/15/2019 4 Clty .of Carlsbad Climate Action Plan Consistency Checklist ~ 4. Electrlc Vehlcle Charging A D Resldentlal New construction and major alteratlons* Please refer to Carlsbad Ordinance CMC section 18.21.140 when completing this section. □ One and two-family residential dwelling or townhouse with attached garage: □ One EVSE Ready parking space required □ Exception : □ Multi-family residential· □ Exception · Total Paoong Spaces EVSE Sruices P,~~-Gar>able I Readv I Calculations: Total EVSE spaces = . 1 0 x Total par1<ing (rounded up to nearest whole number} EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest whole number} EVSE other= Total EVSE spaces-EVSE Installed (EVSE olher may be "Capable,• "Ready" or "Installed.") Installed Total *Major alterations are: (1) for one and two-family dwellings and townhouses~ attached garages, alterations have a building permit valuation :i!: $60,000 or indude an electrical service panel upgrade; (2) for multifarrily dwellings (lhree units or more ~out attached garages), alterations have a building perrrit valuation :i!: $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. B. @ Nonresidential new construction (Includes hotels/motels) □ Exception · No site work Total Parking Spaces EVSE Soaces Prooosed Caoable I Readv I Installed I Total I I l Calculation-Refer to the table below· Total Number of Par1<ina Soaces orovided Number of reauired EV Soaces Number of rMUired EVSE lnstaUed Soaces D 0-9 1 1 D 10-25 2 1 D 26-50 4 2 D 51-75 6 3 D 76-100 9 5 D 101-150 12 6 D 151-200 17 9 D 201 and over 10 oercent of total 50 Mrtent of RMuired EV Soaces Updated 8/15/2019 5 City .of Carlsbad Climate Action Plan Consistency Checklist 5. [!] Transportation Demand Management (TDM): Nonresldemlal ONLY AA approved Transportation Demand Management (TOM) Plan is required for all nonresidential projects that meet a threshold of emplo~enerated ADT. City staff will use the table below based on your submitted plans to determine whether or nor your pennlt requires a TOM plan. If TOM is applicable to your pennit, staff will contact the applicant to develop a site-specific TOM plan based on the permit details. Acknowledgment: Employee ADT Estimation for Various Commercial Uses EmpADTfor first 1,000 s.f. EmpADTI 1000 s.f.1 Office (all)2 20 Restaurant 11 Retai13 8 Industrial 4 Manufacturing 4 Warehousin 4 1 Unless otherwise noted, rates estimated from /TE Trip Generation Manual, 1<JhEdition 13 11 4.5 3.5 3 1 2 For all office uses, use SANDAG rate of 20 ADT/1,000 sf to calculate employee ADT 3 Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses may be subject to special consideration Sample calculations: Office: 20,450 sf 1. 20,450 sf/ 1000 x 20 = 409 Employee ADT Retail: 9,334 sf 1. First 1,000 sf= 8 ADT 2. 9,334 sf -1,000 sf= 8,334 sf 3. 8 334 sf/ 1 000 x 4.5 + 8 = 46 Em lo ee ADT I acknowledge that the plans submitted may be subject to the City of Ca~sbad's Transportation Demand Management Ordinance. I agree to be contacted should my permit require a TOM pl d-nders nd t an approved TOM plan is a condition of permit issuance. Date: I [zA [1D21J Name (Printed): __ D_a_n_a_T_s_ui ____________ _ Phone Number: 619-208-6888 Email Address: ____ d_an_a_t@.::......sc_a_-s_d_.c_om _________ _ Updated 8/15/2019 6 V1asat.~ 6155 El Camino Real Carlsbad, CA 92009 January 22, 2020 To Whom It May Concern (City of Carlsbad), Viasat is expanding into the existing building at 2548 Campbell Place in Carlsbad. SCA Architecture is currently working on documents for the approximate 40,000 square foot Tenant Improvement. Since this Tenant Improvement project exceeds the City of Carlsbad parameters requiring Photovoltaic (over $1,000,000 construction cost and over 75% of the building being remodeled), we are proposing an approximate 70 kW system. This will meet the City standard for 15kW per 10,000 square feet. SCA Architecture has informed us that the City requires documentation on the PV system be included with the building plancheck. We are continuing our evaluation of multiple PV vendors, but have not finalized our selection. This evaluation and coordination with the building owner are underway but not yet completed. We therefore request that the PV system be referenced on the building plancheck submittal but not yet completely detailed. Please let us know if you need additional information and whether a separate permit is required for PV when a selection has been finalized and approved by the building owner. Viasat is making every effort to comply with the City's requirements, but the implementation here has been complic~ted because of the financial implications of the PV system, long term ownership of the PV system, and the PV industry's excessively long lead times. Since ly, / Sang Yi Sang.Yi@viasat.com Director, Viasat Development RFCFPJ:-1) JAN 2 4 2020 c ,, f3L.; >-,-.. -0 sca A RC H I T E C T U R E VIASAT BRESSI CAMPUS MOBILITY PLAN PHASE 5 -EXHIBIT B R JAN 2 4 2020 Cl, TV PU" This narrative is a combination of programs which are currently in place at ViaSat and the elements which will be incorporated into the Bressi Campus Project. ViaSat and our employees place an emphasis on environmental consciousness, which is not limited to, but certainly includes opportunities to minimize vehicular circulation. This starts with providing amenities on or near the ViaSat campus for employees to utilize, therefore eliminating or at least minimizing employees driving off campus. These amenities include on-site coffee and juice venues, full service cafe, which serves breakfast, lunch and also has limited dinner menu for late evening workers. There is on-site catering for events with distribution via push carts, not vehicles. ViaSat not only provides a fitness venue on site, but subsidizes memberships at Crunch Gym which is within walking distance from both the existing campus and the proposed Bressi Campus. The ViaSat Bressi Campus will incorporate the elements above and expand upon them. The Cafe, will offer more food options and provide more variety in dining environments which will help limit trips off site. ViaSat provides "cruiser" bikes on site for use by employees traveling between buildings which will be provided in the Campus plan with full connectivity between building via paths wide enough to comfortably accommodate both pedestrians and bikes. ViaSat supports employees clubs by allowing on-site facilities to be used for meetings, reducing reading trips to off-site venues. The pedestrian experience is a priority at ViaSat whether it be the existing crossing at El Camino Real which is enhanced with trellises and music or the proposed elevated crossing at Gateway from existing Building 11 into the Bressi Campus. Deliveries, janitorial, etc., in the campus will be via electric carts and will have a perimeter path, allowing the interior campus to be pedestrian focused. ViaSat has an active on-line ride-share program which is administered by the company allowing employees to coordinate with others in their area. Employees are encouraged (incentivized) to participate in this program. ViaSat will be providing not only parking and charging infrastructure for electric vehicles as required by code, is considering exceeding code minimums for amount and installs charging stations for employee use. There are two bus stops in the area of this project. One is along El Camino Real adjacent to proposed Building 15 which will have a direct sidewalk connector in the campus. The second is along Palomar Airport Road north of the self-storage facility which will be connected via public sidewalks to Gateway Road and have access to the campus east of Building 13. K:\15 Projects\15027 ViaSat · Bressi Ranch Expansion\15027.SA02 Discretionary\Administrative\City Processing\ENTITLEMENT 2-MINOR SDP\MOBILITY PLAN\ViaSat Mobility Plan Phase 5.docx 13280 Evening Creek Drive South ♦ Suite 125 ♦ San Diego, CA 92128 ♦ Phone: 858-793-4777 ♦ Fax: 858-793-4787 > J---0 -002:Y..