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2470 FARADAY AVE; ; CBC2021-0201; Permit
PERMIT REPORT C cityof Carlsbad Commercial Permit Print Date: 03/01/2022 Job Address: 2470 FARADAY AVE, CARLSBAD, CA 92010-7224 Permit Type: BLDG-Commercial Work Class: Parcel#: 2090412600 Track#: Valuation: $51,300.53 Lot#: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Project Title: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Description: SCIEX: 1,103 SFT.I. (NO CHANGE IN USE) Applicant: DARREN MACHULSKY 3508 WOODLAND WAY CARLSBAD, CA 92008-2560 (609) 462-4234 FEE STRONG MOTION -COMMERCIAL (SMIP) BUILDING PERMIT FEE ($2000+) Property Owner: BECKMAN COULTER INC 11800 SW 147TH AVE MIAMI, FL 33196 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL SB1473 -GREEN BUILDING STATE STANDARDS FEE BUILDING PLAN CHECK FEE (BLDG) ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL FIRE Plan Resub {3rd&Subsequent Submittal/hr) FIRE Special Equipment (3) Permit No: CBC2021-0201 Status: Closed -Finaled Tenant Improvement Applied: 06/08/2021 Issued: 08/24/2021 Finaled Close Out: 03/01/2022 Inspector: Final Inspection: Contractor: PRIMARY GENERAL INC 215 DENNY WAY, # STE D EL CAJON, CA 92020-1226 (619) 698-7751 TAlva 01/13/2022 AMOUNT $14.36 $414.86 $45.00 $3.00 $290.40 $60.00 $272.00 $1,251.00 Total Fees: $2,350.62 Total Payments To Date: $2,350.62 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov ('city of Carlsbad COMMERCIAL BUILDING PERMIT APP LI CATION B-2 Plan Checl< IA(3(6) t).;2). a;;:>o I Est . Value 4![/. bi-{""} . PC Deposit ---.---,---.---- Date l~/F/d'f JobAddress -:?!i..le> ~,tY '1 Suite: ___ APN: Tenant Nam:: ji;cf! {&J~ 41/4-:L Lot#: _______ _ Year Built: I 1r-5" Occupancy: ~ f l Construction Ivpe-V" /3 Fire Sprinklers:~ gA/C:~9 BRIEF DESCRIPTION OF WORK: 0 Addition/New: __________ New SF and Use, __________ New SF and Use, ___ Deck SF, Patio Cover SF (not includingflatwork) ~-Tenant lmprovement: _ _,_/f-'/ o::;;..3 ___ ...;;;S__,F. Existing Use B . c( Proposed Use _...~_ .... P-__._I __ _ y I _____ SF, Existing Use ______ Proposed Use _____ _ O Pool/Spa:. _____ SF Additional Gas or Electrical Features? __________ _ DD □□ DD 0 Solar: ___ KW, ___ Modules, ___ Mounted, Tilt: Yes/ No, RMA: Yes/ No, Panel Upgrade: Yes/ No D Plumbing/Mechanical/Electrical Only: ---------------------'----- D Other: This permit is to be issued in the name of the Property Owner as Owner-Builder, licensed contractor or Authorized Agent of the owner or contractor. The person listed os the Applicant below will be the main point of contact throughout the permit process. PROPERTY OWNER APPLICANT O PROPERTY OWNERS AUTHORIZED AGENT APPLICANT D Name: f?q4X,4f,1<' (put:Jle Address: Zt/ZQ EA'B1P1X City: aE,lSJrN State: ~ Zip: Phone: r'>D f/3/r" flS7 Email: e1 JL 1ti ~C-1.t~/ff Name: _________________ _ Address: ________________ _ f ~¥'City: _________ .State: __ .Zip: ___ _ Phone: _________________ _ Email: _________________ _ DESIGN APPLICANT 'f8' CONTRACTOR BUSINESS APPLICANT 0 Name:~.!::::!..!..::::;.:._~:::l::::,l~=..,:;,;~------.!.l!N.2.1a cl.!.Si.&-J-1.iU:.;.....:.P...:.R..;.:l.:.;.M:.:..A~R!..:Y_G::::..=E.:..::N=E~R:!...A:.=L.i...:..:...IN:..:::C~.----- 1635 Faraday Ave Carlsbad, CA 92008 8-2 Ph: 760-602-2719 Fax: 760-602-8558 Page 1 of 2 Email: Building@carlsbadca.gov Rev. 08(20 IDENTIFY WHO WILL PERFORM THE WORK BY COMPLETING (OPTION A) OR (OPTION B) BELOW: (OPTION A): LICENSED CONTRACTOR DECLARATION: I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I also affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. Policy No. ________________________ _ 1K] I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: INSURANCE COMPANY OF THE WEST Policy No. WSD503217605 Expiration Date: _..:...1-.....:1.....:-2::..:0:..:2=2:__ ___________ _ 0 Certificate of EKemption: 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 become subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and clvll fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). lender's Name: _____________________ Lender's Address: ____________________ _ CONTRACTOR PRINT:~ARY GENERAL, INC. SIGN: _..µ= __ ,u,.__.· rc.__..~_,~i-------DATE: _8_11_1_12_1 ___ _ (OPTION B): OWNER-BUILDER DECLARATION; I hereby affirm thar I am exempt from Contractor's License law for the following reason: O I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such Improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property, am eKclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's license Law). 0 I am eKempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: 0 "Owner Builder acknowledgement and verification form" has been filled out, signed and attached to this application. Proof of identification attached. 0 Owners "Authorized Agent Form" has been filled out, signed and attached to this applicat,on giving the agent authority ta obtain the permit an the owner' behalf. Proof of identification attached. By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit. I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors. / understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application is submitted or at the following Web site: http.//www.leginfo.ca.gov/calow.html, OWNER PRINT: ____________ SIGN: _________ DATE: ______ _ APPLICANT CERTIFICATION: SIGNATURE REQUIRED AT THE TIME OF SUBMITTAL By my signature below, I certify that: I am the property owner or State of California Licensed Contractor or authorized to act on the property owner or contractor's behalf. I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAJNST 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 demolition or construction of structures over 3 stories in height. APPLICANT PRINT: Urrt,,_,f(J,.,Lf SIGN: :.W? DATE: 47 b -z ~z,;,z, 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building_@carlsbadca.gov 8-2 Page 2 of 2 Rev. 08/20 {'Cityof Carlsbad OWNERS AUTHORIZED AGENT FORM 8-62 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov OWNER'SAUTHORIZED AGENT FORM Only a property owner, contractor or their authorized agent may submit plans and applications for building permits. To authorize a third-party agent to sign for a building permit, the owner's third party agent must bring this signed form, which identifies the agent and the owner who s/he is representing, and for what jobs s/he may obtain permits. The form must be completed in its entirety to be accepted by the City for eoch separate permit application. Note: The following Owner's Authorized Agent form is required to be completed by the property owner only when designating an agent to apply for a construction permit on his/her behalf. AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Property Owner Acknowledgement, the execut ion of which I understand is my personal responsibility, I hereby authorize the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner-Builder Permit for my project. Scope of Construction Project (or Description of Work): -~/_#___.,h:,,,'--_,,.....,UJ'--r ___ .,,-:r;_,._.g;=--•------- Project Location or Address: __ 2.___._f---'--7._0 __ _.P_~ __ ~ __ -'7--,,c.. _______________ _ Name of Authorized Agent: _.,__Ll<.J~O::,,:::i.;~:...=D:....__M ..... 4~~~:...Ak"'-"t'-'""':...~-"1=-;_c ______ Tel No. Address of Authorized Agent: _______ =.a;;;;;;;;:;;;:::fN=:::== (_:=::::-=::::-------------- 3508 Woodland Way Carlsbad, Ca. 92008 I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. PERMIT INSPECTION HISTORY for (CBC2021-0201) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed -Finaled Application Date: 06/08/2021 Issue Date: 08/24/2021 Expiration Date: 05/18/2022 IVR Number: 33837 Owner: BECKMAN COULTER INC Subdivision: PARCEL MAP NO 13958 Address: 2470 FARADAY AVE CARLSBAD, CA 92010-7224 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Reinspection Inspection 11/19/2021 01/13/2022 BLDG-44 Rough-Ducts-Dampers Status November 2, 2021: 1. Interior/exterior tenant improvement, relocating or adding modifying/altering existing exterior-non load bearing partition walls, create new office areas and reconfigure existing common areas. 2. All structural exterior/interior Alterations or modifications, per architectural and structural engineer plans and detail specifications-approved. 3. Rough frame combination inspection of interior tenant space improvement, and roof top mechanical equipment curbs constructed, per structural engineers plans and detail specifications-approved. 4. All modified/altered new plumbing waste and vent lines, underwater leak head pressure test -verified and approved. 11/19/2021 BLDG-16 Insulation Checklist Item 171094-2021 COMMENTS Passed Tony Alvarado BLDG-Building Deficiency Mechanical duct sealant-approved. New thermal energy efficient Insulation-approved. BLDG-44 Rough/Ducts/Dampers 171095-2021 Passed Tony Alvarado Checklist Item BLDG-Building Deficiency COMMENTS New energy-efficient thermal Insulation-Approved. Mechanical ducting, duct sealant-approved. 01/13/2022 BLDG-Final Inspection Checklist Item 174519-2022 COMMENTS Passed BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Tim Kersch Tuesday, March 1, 2022 Yes Passed Yes Passed Yes Passed Yes Yes Yes Yes Yes Complete Complete Complete Page 3 of 3 PERMIT INSPECTION HISTORY for (CBC2021-0201) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed -Finaled Application Date: 06/08/2021 Issue Date: 08/24/2021 Expiration Date: 05/18/2022 IVR Number: 33837 Owner: BECKMAN COULTER INC Subdivision: PARCEL MAP NO 13958 Address: 2470 FARADAY AVE CARLSBAD, CA 92010-7224 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Reinspection Inspection Tuesday, March 1, 2022 Checklist Item BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical COMMENTS November 2, 2021: 1. Interior/exterior tenant improvement, relocating or adding modifying/altering existing exterior-non load bearing partition walls, create new office areas and reconfigure existing common areas. 2. All structural exterior/interior Alterations or modifications. per architectural and structural engineer plans and detail specifications-approved. 3. Rough frame combination inspection of interior tenant space improvement, and roof top mechanical equipment curbs constructed, per structural engineers plans and detail specifications-approved. 4. All modified/altered new plumbing waste and vent lines, underwater leak head pressure test -verified and approved. November 2, 2021: 1. Interior/exterior tenant improvement, relocating or adding modifying/altering existing exterior-non load bearing partition walls, create new office areas and reconfigure existing common areas. 2. All structural exterior/interior Alterations or modifications, per architectural and structural engineer plans and detail specifications-approved. 3. Rough frame combination inspection of interior tenant space improvement, and roof top mechanical equipment curbs constructed, per structural engineers plans and detail specifications-approved. 4. All modified/altered new plumbing waste and vent lines, underwater leak head pressure test -verified and approved. November 2, 2021: 1. Interior/exterior tenant improvement, relocating or adding modifying/altering existing exterior-non load bearing partition walls, create new office areas and reconfigure existing common areas. 2. All structural exterior/interior Alterations or modifications, per architectural and structural engineer plans and detail specifications-approved. 3. Rough frame combination inspection of interior tenant space improvement, and roof top mechanical equipment curbs constructed, per structural engineers plans and detail specifications-approved. 4. All modified/altered new plumbing waste and vent lines, underwater leak head pressure test -verified and approved. Passed Yes Yes Yes Page 2 of 3 Building Permit Inspection History Finaled Ccityof Carlsbad PERMIT INSPECTION HISTORY for (CBC2021-0201) Permit Type: BLDG-Commercial Application Date: 06/08/2021 Owner: BECKMAN COULTER INC Work Class: Tenant Improvement Issue Date: 08/24/2021 Subdivision: PARCEL MAP NO 13958 Status: Closed -Finaled Expiration Date: 05/18/2022 Address: 2470 FARADAY AVE IVR Number: 33837 CARLSBAD, CA 92010-7224 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 10/29/2021 10/29/2021 BLDG-14 169749-2021 Passed Tony Alvarado Complete Frame/Steel/Bolting/We lding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency October 29, 2021: Yes 1. No general framing Building Deficiencies. 2. Roof frame engineered System, reinforced roof beam system to accommodate new HVAC cooling and heating system/unit. 3. New 4 x 12 members-beams with metal connectors hangers(typical), per engineered plans and detail specifications, installed to reinforce roof structure system -approved per plan. 11/01/2021 11/01/2021 BLDG-84 Rough 169751-2021 Failed Chris Renfro Re inspection Incomplete Combo{14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 11/02/2021 11/02/2021 BLDG-84 Rough 169833-2021 Passed Tony Alvarado Complete Combo{14,24,34,44) Tuesday, March 1, 2022 Page 1 of 3 LOVELACE ENGINEERING STRUCTURAL ENGINEERING SERVICES STRUCTURAL CALCULATIONS DATE: JUNE 1, 2021 PROJECT: BECKMAN COULTER 2470 FARADAY AVENUE CARLSBAD, CA 92010 DESIGNER: DARREN MACHULSKY 3508 WOODLAND WAY CARLSBAD, CA 92008 JOB: J21209 858.535.9111 I fax 858.535.1989 I www.lo 10509 Vista So rrento Pkwy, Suite 102 San >-I--0 o...--~ ONO CDO NN ,..._1 ...--co "~ ~-o OCD 0) I ~ ~ N 0 N 0 al 0 JoB J212O9 -BECKMAN GOUL TER LOVELACE ENGINEERING SHEET NO. TG-1 OF ------- CALCULATED BY ________ N_.S_._ DATE ______ _ STRUCTURAL ENGINEERING SERVICES CHECKED BY __________ DATE ______ _ 10509 Vista Sorrento Parkway, Suite 102, San Diego, CA 92121 phone 858.535.91 11 • fa>< 858.535.1989 • www.lovelaceeng.com SCALE ___________________ _ TABLE OF CONTENTS SUBJECT SHEET DESIGN CRITERIA ...................................................................................................................................................... DG-1 DESIGN LOADS ........................................................................................................................................................... DL-1 VERTICAL ANALYSIS/DESIGN ............................................................................................................................. . V -1/11 LATERAL ANALYSIS/DESIGN .............................................................................................................................. . FOUNDATIONS /RETAINING HALLS ............................... , .................................................................................. . STRUCTURAL NOTES/ SCHEDULES/ DETAILS (HHERE APPLICABLE) ............................................ . TOTAL /15 LOVELAC E ENGi NEERING JoB J2I20Cf -BEGKMAN GOULTER SHEET NO. DG-I OF ------- CALCULATEDBY ______ ___,__........__ DATE _____ _ ST R U CTURAL ENGI NEERING S ER VICES CHECKED BY __________ DATE _____ _ 10509 Vista Sorrento Parkway, Suite 102, San Diego, CA 92121 phone 858.535.9111 • fax 858.535.1989 • www.lovelaceeng.com SCALE __________________ _ DESIGN CRITERIA GOVERNING GODE: GBG 2019 CONCRETE: AGI 318-14 F'c.=2500 psi, NO SPECIAL INSPECTION REQ'D. (U.N.O.) MASONRY: TMS 402-16 / AGI 530-13 MEDIUM HEIGHT, ASTM GCfO, f'm= 1500 psi, SPECIAL INSP. REQ'D MORTAR, ASTM G210, F'c.=I800 psi, TYPES GROUT: ASTM G416, F'c.=2000 psi REINFORGING STEEL : ASTM A6I5, F~= 40ksi FOR # 4 A ND SMALLER ASTM A6I5, F~= 60ksi FOR # 5 AND LARGER (U.N.O.) STRUCTURAL STEEL: A ISG 360-16, 15TH EDITION ASTM A512, F~= 50 ksi (STEEL SHAPES) U.N.O. ASTM A500, GRADE B, F~= 4 6ksi (STRUCTURAL TUBE) ASTM A53, GRADE B, F~= 35k si (STRUCTURAL PIPE) ASTM A36, F~= 36 ksi (PLATES) BOLTING: A301, SINGLE PLATE SHEAR GONN. HOOD: GLULAMS: SOIL : A325-N, A4Cf0-N HIGH STRENGTH, SINGLE PLATE SHEAR GONN. ElOXX SERIES-TYP., E90 SERIES FOR A6I5 GRADE 60 REBAR SHOP HELDING TO BE DONE IN A N APPROVED FABRICATOR'S SHOP FIELD HELDING TO HAVE GONTINUOUS SPECIAL INSPECTION. NDS-I8 DOUGLAS FIR LARGH 24F-V4 FOR SIMPLE SPAN COND ITIONS 24F-V8 FOR CANTILEVER CONDITION ALLOHABLE BEARING PRESSURE =1500 psF AGTIVE SOIL PRESSURE ___ pc.f AT-REST SOIL PRESSURE (RESTRAINED) ___ pc.f PASSIVE SOIL PRESSURE = ___ pc.f LATERAL EARTHQUAKE PRESSURE = ___ pc.f GOEFFIGIENT OF FRIGTION 181 EXISTING NATURAL SOIL PER GBG TABLE 1806.2 SOILS REPORT BY: PROJEG T NUMBER, DATED, Joa J2120Cf -BECKMAN GOUL TER SHEET NO. DL-1 OF ------- LOVELACE ENGi NEERING CALCULATED BY ________ N_._S_. DATE ______ _ STR U CTURAL ENGINEERING SERVICES CHECKEDBY __________ DATE ______ _ 10509 Vista Sorrento Parkway, Suite 102, San Diego, CA 92121 phone858.535.91 11 • fax858.535.1989 • www.lovelaceeng.com SCALE ___________________ _ DEAD LOAD, ROOFIN6 ( BUILT UP ) DESIGN LOADS --ROOF SHEATHIN6 .•............................................... RAFTER/GEILIN6 JO ISTS OR TRUSSES ...................... . INSULATION ...........•...•................................. DRYH ALL ...................•........•.....•.......•..•.... OTHER (ELEG., MEGH., MISG.) ............................... . TOTAL DEAD LOAD: LIVE LOAD, (ROOF USE PER IBG TABLE 1601 .1) TOTAL LOAD: 5.0 psf 1.5 3.5 1.5 2.5 1.0 15.0psf 20.0psf 35.0psf V-1 JOB \ 2120 9 -8€( ttl A-N (QO f T tf2. SHEETNQ ________ OF _____ _ CALCULATEDl:IV _______ DATE _____ _ STRUCTURAL ENGINEERING SERV IC ES GHECKEDBY_ SCALE--------------- ' ' A -r .:· ~ ~ ,-~ FT 1- ~LL-,< A -r = 41S-~ FT'? > YOO f'(2 • Reduced Ii Ve k)dd -10 PS F • \J S.c I d-P .S F fn r RcOJJ G:= ct h Ve, k"'lc,cl • * t-\1"imum AllOWASL€ OtFLt?C:T\0N g./\-Tt(): • L/190 .. • ¼ g_ TU 'Ne-t&i Y\ ,-: * 3oc•o lb ·'t: =JOC1CJ i,, __ ~ 5 i-' s r ,xt~ F,1 1 in 1 ,. I 33 PSF . . D PROOOCT 207 V-2 JOB J2 1 a03 -exc KHAN cou Lr e:e LOVELACE ENGINEERING SHEETNO, _________ OF _____ _ CALCULATED BY N.S. DATE _____ _ STRUCTU RAL EN CI N EER ING SERVICES 10509 Vista Sorrento Parkway, Suite 102, San Diego, CA 92121 CHECKEDBY _________ DATE _____ _ phone858.535.9111 • fax858.535.1989 • www.lovelaceeng.com SCALE ________________ _ LEVEL __._PQ___,0~~'------t MEMsERs, B.ffittsl ,ors rs ~~('(\~~f;,.,tt~c. lsEE coDE cHEcK c ALc:.uLAT10Ns THAT FoLLo~I ✓ -~, MARK: BB-\ SPAN= ~0 FT. GRID LINE, ___ 0 FULL SPAN UNIFORM LOAD ""' D = ( 1 s t'.Sr )( 4o 12 E T ) = 300 D (plf) L= (\"2~f)(l_\Ol2, fT) = ;;l,lj() Lr, L W2 D= ~IS-f'L.F (\?TU \ ::: 2\S:: D (plf) L= _________________ =~--=Lr~-L W:3 D=_______________ _ __ = ___ D (plf) L= _________________ = __ -"'-'Lr L Pl D= = ----------------------0 Maximum Reac.tlons (lbs) {lb!,) L= ::: Lr L D Lr L P2 D= = o R1= _\~ i ?00 /lbs) L = ______________ .LL, ________ L :noa I usE, (e )WJ.L\ x G.6 OR MARK: RB -2 SPAN= ~Q FT, GRID LINE, 0 FULL SPAN UNIFORM LOAD = \e<-0 D WI D=(l~P.S~)(l~/~FI) (plfJ L = ( ~ {) PSE 1 ( \'4 I J F1 ) W2 D= ~I)-Pl F (R,TU) =\G.c,C)y~L = ~\ D = Lr L /plf) L = --------------------=.l.--= v-B D:: _____________________ _ D (plf) L =-------------------~--r L = PI D:: ____________________ _ D = Lr (lb,;) L = ___________________ ...!:!.J. __ L = P2 D :: ____________________ _ D (lb,;) L =----------------~--..i..c:.--L OR I MARK, RB -3 SPAN= 8 FT. eRID LINE, WI D = ( IS: PSF)C\YLa, E..:1 \ = \05 o /plf) L= _J_~~)~("'~'~' ~rl~f~T_'> _________ =__,_) \LD.....br., ____ L W2 D== cHs· PL F OT.: 1 = ~ 1s:-D /plfJ L= _________________ = __ ..=Le.,.r _ L v8 D= ____________________ = ___ D (plf) L= = Lr L t L r: J/ ' "j --·--1, J,_ I Maximum Reac.ttons (lbs) D Lr ~~ ;~:rg I :~~ I L 0 FULL SPAN UNIFORM LOAD t Pl D = = ----------------------0 Maximum Reac.tlons (lbs) /lbsJ L= = Lr D Lr L P2 D= = ~ 'R.1=~ 1300 I i;'~o I /lbs) L= = L 'Rr-_ 13.00 . S-<;:,0 . I USE:(N\ 4XS bE .\el OR I Rm L---L---'------J Lovelace Engineering, Inc. 10509 Vista Sprrento Pkwy, Ste.102 San Diego, CA 92121 Project Title: Beckman Coulter Engineer: N.S. Project ID: J21209 Project Descr: V-3 I : Steel Beam Software copyright ENERCALC, INC. 1983-2020, Build:12.20,8.24 .... t DESCRIPTION: RB-1 CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties . - Analysis Method: Load Resistance Factor Design Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Fy : Steel Yield : E: Modulus: 50.0 ksi 29,000.0 ksi Bending Axis : Major Axis Bending D 0 .3 Lr 0 .24) W24x68 S pan = 60.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.30, Lr = 0.240 k/ft, Tributary Width = 1.0 ft, (ROOF) Uniform Load : D = 0.2150 k/ft, Extent= 8.0 --» 16.0 ft. Tributary Width= 1.0 ft, (RTU UNIT) DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Mu : Applied Mn • Phi : Allowable Load Combination Location of maximum on span Span# where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.579: 1 W24x68 384 007 k-ft 663 750 k-ft Maximum Shear Stress Ratio = Section used for this span Vu: Applied +1.20D+1.60Lr 29.486ft Span# 1 1. 324 in Ratio = 0.000 in Ratio= 3.499 in Ratio = 0.000 in Ratio= Vn • Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs 543>=360 0 <360 206 >=180. 0 <180.0 Maximum Forces & Stresses for Load Combinations Max Stress Ratios Summary of Moment Values Load Combination Segment Length Span# M V max Mu + max Mu -Mu Max Mnx Phi'Mnx Cb Rm +1.400 Osgn. L = 60.00 ft 0.371 0.059 +1.200+0.50Lr Osgn . L = 60.00 ft 0.400 0.063 +1.200 Osgn. L = 60.00 ft 0.318 0.050 +1.200+1.60Lr Osgn. L = 60.00 ft 0.579 0.090 +0.900 Osgn. L = 60.00 ft 1 0.239 0.038 Overall Maximum Deflections 246.51 265.26 211.30 384.01 158.47 246.51 265.26 211.30 384.01 158.47 737.50 737.50 737.50 737.50 737.50 663.75 1.00 1.00 663.75 1.00 1.00 663. 75 1.00 1.00 663.75 1.00 1.00 66375 1.00 1.00 Design OK 0.090 : 1 W24x68 26.419 k 295 065 k +1 .20D+1.60Lr 0.000 ft Span# 1 Summary of Shear Values Vu Max Vnx Phi*Vnx 17.38 29507 18.50 295.07 14.90 295.07 26.42 295.07 11.17 295.07 29507 295.07 295.07 295.07 295.07 Load Combination Span Max.•-• Defl Location in Span Load Combination Max. • +" Oefl Location in Span +O+Lr Vertical Reactions Load Combination Overall MAXimum Overall MINimum OOnly Support 1 19.616 7.200 12.416 3.4992 Support 2 18.584 6.830 11.384 30.000 Support notation : Far left is #1 0.0000 0.000 Values in KIPS Steel Beam ..... Lovelace Engineering, Inc. 10509 Vista Sprrento Pkwy, Ste.102 San Diego, CA 92121 DESCRIPTION: RB-1 Vertical Reactions Load Combination -+D-tlr -+D-+-0.750Lr -+-0.60D Lr Only Support 1 1 .61 17.816 7.450 7.200 Support 2 18.5 16.784 6.830 7.200 Project Title: Beckman Coulter Engineer: N.S. Project ID: J21209 Project Descr: V-4 Software copyright ENERCALC, INC. 1963-2020, Bulld:12.20.8.24 • Support notation : Far left is #1 Values in KIPS ~ Lovelace Engineering, Inc. Project Title: Beckman Coulter V-5 10509 Vista Sprrento Pkwy, Ste.102 San Diego, CA 92121 Engineer: N.S. Project ID: J21209 Project Descr: I : Wood Beam Software copyright ENERCALC, INC. 1963-2020, Build:12.20.8.2◄ I. II I DESCRIPTION: RB-2 CODE REFERENCES Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties . . Analysis Method : Allowable Stress Design Load Combination ASC E 7 -16 Fb + Fb- 1,350.0 psi 1,350.0 psi 925.0psi 625.0psi 170.0psi 675.0psi E : Modulus of Elasticity Wood Species : Douglas Fir-Larch Wood Grade : No. 1 Beam Bracing : Completely Unbraced Fc -Prll Fe -Perp Fv Ft 0 0.12 Lr0.16 Ebend-xx 1,600.0ksi Eminbend -xx 580.0ksi Density 31.210pcf t------------------~~~-! ~ 6x14 A Span = 20.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load : D = 0.120, Lr= 0.160 , Tributary Width = 1.0 ft, (RAFTERS) Uniform Load : D = 0.2150 k/ft, Extent = 8.330 •• » 20.0 ft, Tributary Width= 1.0 ft, (RTU) DESIGN SUMMARY 1IMaximum Bending Stress Ratio Section used for this span i fb: Actual ! Fb: Allowable Load Combination Location of maximum on span Span# where maximum occurs Maximum Deflection L -~ Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection ........ 0.974: 1 Maximum Shear Stress Ratio 6x14 1,577.45psi 1,618.98psi +D+Lr 10.730ft Span# 1 0.321 in Ratio= 0.000 in Ratio= 0.867 in Ratio = 0.000 in Ratio= Section used for this span fv: Actual Fv: Allowable Load Combination Location of maximum on span Span # where maximum occurs 747>=360 0<360 276>=240 0<240 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Segment Length Span# M V Cd C FN Ci Cr Cm Ct CL M fb D Only Length = 20.0 ft 0.850 0.364 0.90 0.987 1.00 1.00 100 1.00 0.98 14.02 1,007.26 +D+lr 0.987 1.00 1.00 1.00 1.00 0.98 Length = 20.0 ft 0.974 0.397 1.25 0.987 1.00 1.00 100 1.00 0.96 21.96 1,577.45 +D+0.750Lr 0.987 1.00 1.00 1.00 1.00 0.96 Length = 20.0 ft 0.886 0.363 1.25 0.987 1.00 1.00 1.00 1.00 0.96 19.97 1,434.62 +0.60D 0.987 1.00 1.00 1.00 1.00 0.96 Length = 20.0 ft 1 0.299 0.123 1.60 0.987 1.00 1.00 1.00 1.00 0.94 8.41 604.35 Overall Maximum Deflections Load Combination Span Max.·-· Defl Location in Span Load Combination +D+lr 1 0.8671 10.219 Design OK F'b V 0.00 0.00 1185.07 2.75 0.00 0.00 1618.98 4.18 0.00 0.00 1618.98 3.82 0.00 0.00 2024.11 1.65 Max.'+" Defl 0.0000 0.397 : 1 6x14 84.41 psi 212.50 psi +D+Lr 18.905ft Span# 1 Shear Values fv 0.00 F'v 0.00 55.63 153.00 0.00 0.00 84.41 212.50 0.00 0.00 77.22 212.50 0.00 0.00 33.38 272.00 Location in Span 0.000 ~ Lovelace Engineering, Inc. Wood Beam 1 .11 • 10509 Vista Sprrento Pkwy, Ste.102 San Diego, CA 92121 DESCRIPTION: RB-2 Vertical Reactions Load Combination Support 1 Overall MAXimum Overall MINimum DOnly +0-+lr +0-+-0.750Lr -+-0.60D Lr Only 3.693 1.600 2.093 3.693 3.293 1.256 1.600 Project Title: Beckman Coulter Engineer: N.S. V-6 Project ID: J212O9 Project Descr: I : Softwaie copyright ENERCALC, INC. 1963-2020, Build:12.20.8,24 Support notation : Far left is #1 Support 2 4.738 1.600 3.138 4.738 4.338 1.883 1.600 . - Values in KIPS ~ Lovelace Engineering, Inc. 10509 Vista Sprrento Pkwy, Ste. 102 San Diego, CA 92121 Project Title: Beckman Coulter Engineer: N.S. V-7 Project ID J21209 Project Descr: I '. Wood Beam ..... Software copyright ENERCALC, INC. 1963-2020, Build:12.20.8.24 . - DESCRIPTION: RB-3 CODE REFERENCES Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-16 Fb + 1000 psi E : Modulus of Elasticity Fb -1000 psi Ebend-xx 1700ksi Fe· Prll 1500 psi Eminbend • xx 620ksi Wood Species : Douglas Fir-Larch Wood Grade : No. 1 Fe• Perp 625 psi Fv 180 psi Ft Beam Bracing : Completely Unbraced 675 psi Density 31 .21 pcf D 0.215 ~ 0(0 105~Lr(O 14) 1 4x8 l Span = 8.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load : D = 0.1050, Lr = 0.140, Tributary Width= 1.0 ft, (ROOF) Uniform Load : D = 0.2150, Tributary Width= 1.0 ft, (RTU) DESIGN SUMMARY !Maximum Bending Stress Ratio 0.910 1 Maximum Shear Stress Ratio Section used for this span 4x8 Section used for this span fb: Actual 1.457 46psi fv: Actual Fb: Allowable = 1,601.48psi Fv: Allowable Load Combination +D+Lr Load Combination Location of maximum on span 4.000ft Location of maximum on span Span # where maximum occurs = Span # 1 Span# where maximum occurs Maximum Deflection Max Downward Transient Deflection 0.069 in Ratio = 1397 >=360 Max Upward Transient Deflection 0.000 in Ratio = 0<360 Max Downward Total Deflection 0.228 in Ratio= 420>=240 Max Upward Total Deflection 0.000 in Ratio= 0<240 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Segment Length Span# M V Cd C FN Ci Cr Cm Ct CL M fb DOnly Length = 8.0 ft 0.880 0.406 0.90 1.300 1.00 1.00 1.00 1.00 0.99 2.60 1,019.13 +D+Lr 1.300 1.00 1.00 1.00 1.00 0.99 Length = 8.0 ft 0.910 0.418 1.25 1.300 1.00 1.00 1.00 1.00 0.99 3.72 1,457.46 +D+0.750Lr 1.300 1.00 1.00 1.00 1.00 0.99 Length = 8.0 ft 0.842 0.386 1.25 1.300 1.00 1.00 1.00 1.00 0.99 3.44 1,347.88 +0.600 1.300 1.00 1.00 1.00 1.00 0.99 Length = 8.0 ft 1 0.300 0.137 1.60 1.300 1.00 1.00 1.00 1.00 0.98 1.56 611.48 Overall Maximum Deflections Load Combination Span Max.•.• Defl Location in Span Load Combination +D+Lr 1 0.2284 4.029 Design OK = = = = F'b V 0.00 0.00 1158.61 1.11 0.00 0.00 1601.48 1.59 0.00 0.00 1601.48 1.47 0.00 0.00 2038.56 0.67 Max.'+' Defl 0.0000 0.418 : 1 4x8 94.00 psi 225.00 psi +D+Lr 7.416ft Span# 1 Shear Values Iv 0.00 F'v 0.00 65.73 162.00 0.00 0.00 94.00 225.00 0.00 0.00 86.93 225.00 0.00 0.00 39.44 288.00 Location in Span 0.000 ~ Lovelace Engineering, Inc. Wood Beam 1.11 t , 10509 Vista Sprrento Pkwy, Ste.102 San Diego, CA 92121 DESCRIPTION: RB-3 Vertical Reactions Load Combination Support 1 Overall MAXimum Overall MINimum OOnly +D+Lr +O-t-0.750Lr -t-0.60O Lr Only 1.862 0.560 1.302 1.862 1.722 0.781 0.560 Project Title: Beckman Coulter Engineer: N.S. V-8 Project ID: J21209 Project Descr: I : Software copyright ENERCALC, INC. 1963-2020, Bu,ld:12.20.8.24 Support notation : Far left is #1 Support 2 1.862 0.560 1.302 1.862 1.722 0.781 0.560 . - Values in KIPS L~ LOVELACE ENGINEERING STAUCTURAL ENGINEERING SEAVICES 10509 Vista Sorrento Parkway, Suite 102, San Diego, CA 92121 phone 658.535.9111 • fBX 856.535.1989 • www.lovetaceeng.com LEVEL: l?tr:~r MEMBERS: 8f~A M> MARK, eP,-tl SPAN::: \~ FT. HI D= ;,;},,S: PL~ { f:-1' \J 1 (plf) L = W2 D= ~l~PSf~(~/ri-ET l (plf) L= ( ~Q fSf}; Bra Er) H3 D= (plf) L = Pl D= (lbs) L = P2 D= (lbs) L = I USE: '-\~I:). DF-*t OR MARK, SPAN= FT. HI D= (plf) L = v-1.2 D= (plf) L = H3 D = (plf) L= Pl D= (lt>sJ L= P2 D = !lbsJ L:: I USE: OR MARK, SPAN= FT. HI D = /plf) L = W2 D= (plf) L = W3D= (plf) L = Pl D= (lbs) L = P2 D =_ (lbs) L= I USE: OR V-9 JOB J.21 £},0C\ -BEXXHAN (OO(T(£ SHEETNO. __________ Of ______ _ CAI.CU(ATEOBY ______ __,_N!.:.:.5"'-'.'--O,0.TE _____ _ CHECl<EO8Y __________ O,0.TE _____ _ SULE __________________ _ !SEE GODE GHEGK CALCULATIONS THAT FOLLOH! GRID LINE, 0 FULL SPAN UNIFORM LOAD -d. \"$' D Lr L f l, r-9 -~o D -Bo L,:, ____ L D Lr ,. h L ~ ., = D Maximum Reac.tlons (11:::>s) = Lr L D Lr L = D r~.ii~I ~~~1 Ir L I GRID LINE: 0 FULL SPAN UNIFORM LOAD = D = Lr L D f t = Lr L D = Lr, ........ _,_____ L " 1 1 = D Maxlrrom Reac.tlons (11:::>s) Lr,_ L D Lr L = D ~~ Ir L eRID LINE: 0 FULL SPAN UNIFORM LOAD D ::: Lr L = D f t = Lr L = D = Lr ' h L 1 1 D Moxlrrom Reoc.tlons (lbs) = Lr L D Lr L = D :~--I I I Ir+-----L ~ Lovelace Engineering, Inc. Project Title: Beckman Coulter V-10 10509 Vista Sprrento Pkwy, Ste.102 San Diego, CA 92121 Engineer: N.S. Project ID: J21209 Project Descr: I : Wood Beam Soltwa!e copyright ENERCALC, INC. 1963-2020, Build:12.20.8.24 ..... DESCRIPTION: RB-4 CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties . . Analysis Method : Allowable Stress Design Load Combination ASCE 7-16 Fb + Fb- 1000 psi 1000 psi 1500 psi E: Modulus of Elasticity Wood Species : Douglas Fir-Larch Wood Grade : No.1 Beam Bracing : Completely Unbraced Fc -Prll Fe -Perp Fv Ft D(0.06) Lr(0 08) • D 0.215 4x12 Span = 12.0 ft 625 psi 180 psi 675 psi Ebend-xx 1700 ksi Eminbend -xx 620ksi Density 31.21 pcf Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D = 0.2150 , Tributary Width = 1.0 ft, (RTU) Uniform Load: D = 0.060, Lr = 0.080 , Tributary Width= 1.0 ft, (ROOF) DESIGN SUMMARY r~ ··-.... ·--·--·-------·-· -!Maximum Bending Stress Ratio 1 Section used for this span fb: Actual Fb: Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.858 1 4x12 829.54psi 967.19psi DOnly Maximum Shear Stress Ratio Section used for this span fv: Actual 6.000ft Span# 1 0.053 in Ratio= 0.000 in Ratio= 0.242 in Ratio= 0.000 in Ratio= Fv: Allowable Load Combination Location of maximum on span Span # where maximum occurs 2707 >=360 0 <360 595>=240 0<240 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Segment Length Span# M V Cd C FN Ci Cr Cm Ct CL M fb DOnly Length = 12.0 ft 0858 0.339 0.90 1.100 1.00 1.00 1.00 1.00 0.98 5.10 829.54 +D+Lr 1.100 1.00 1.00 1.00 1.00 0.98 Length = 12.0 ft 0.804 0.313 1.25 1.100 1.00 1.00 1.00 1.00 0.96 6.54 1,063.60 +0..{).750Lr 1.100 1.00 1.00 1.00 1.00 0.96 Length = 12.0 ft 0.760 0.295 1.25 1.100 1.00 1.00 1.00 1.00 0.96 6.18 1,005.08 +0.600 1.100 1.00 1.00 1.00 1.00 0.96 Length = 12.0 ft 1 0.300 0.114 1.60 1.100 1.00 1.00 1.00 1.00 0.94 3.06 497.72 Overall Maximum Deflections Load Combination Span Max.·-· Defl Location in Span Load Combination +D+Lr 1 0.2417 6044 Design OK F'b V 0.00 0.00 967.19 1.44 0.00 0.00 1323.32 1.85 0.00 0.00 1323.32 1.75 0.00 0.00 1658.76 0.86 Max."+" Defl 0.0000 0.339 : 1 4x12 54.87 psi 162.00 psi DOnly 0.000ft Span# 1 Shear Values fv 0.00 F'v 0.00 54.87 162.00 0.00 0.00 70.36 225.00 0.00 0.00 66.49 225.00 0.00 0.00 32.92 288.00 Location in Span 0.000 ~ Lovelace Engineering, Inc. Wood Beam 10509 Vista Sprrento Pkwy, Ste.102 San Diego, CA 92121 DESCRIPTION: RB-4 Vertical Reactions Load Combination Support 1 Overall MAXimum Overall MINimum DOnly +0-+lr +0..0.750Lr ..0.60D Lr Only 2.181 0.480 1.701 2.181 2.061 1.021 0.480 Project Title: Beckman Coulter Engineer: N.S. V-11 Project ID: J212O9 Project Descr: I : Software copyright ENERCALC, INC. 1983-2020, Buffd:12.20.8.24 . . Support notation : Far left is #1 Values in KIPS Support 2 2.181 0.480 1.701 2.181 2.061 1.021 0.480 BECKMAN COULTER 2470 Faraday Ave, Carlsbad, CA 92010, USA Latitude, Longitude: 33.1376505, -117.2689387 wI] Bologna Gourmet f "O Carlsbad Kickboxingft ~ Club Boxing Martial... T } ' SkateparkC, Public Art I!\ "Skateboarder" Y Google Date Design Code Reference Document Risk Category Site Class Type Value Ss 0.953 s, 0.349 SMS 1.144 SM1 null -See Section 11.4.B Sos 0.762 So, null -See Section 11.4.8 'fype Value SDC null -See Section 11.4.8 Fa 1.2 Fv null -See Section 11.4.8 PGA 0.415 FPGA 1.2 PGAM 0,498 Tl 8 SsRT 0.953 SsUH 1.054 SsD 1.5 S1RT 0,349 S1UH 0.382 S1O 0.6 PGAd 0.5 CRS 0.904 CR1 0.914 ~ C, Concentra Urgent Care Description 5/28/2021, 3:44: 17 PM ASCE7-16 II 0 -Default (See Section 11.4.3) MCER ground motion. (for 0.2 second period) Description MCER ground motiOn. (for 1.0s period) Site-modified spectral acceleration value Site-modified spectral acceleration value Numeric seismic design value at 0.2 second SA Numeric seismic design value at 1.0 second SA Seismic design category Sile amplification factor at 0.2 second Site amplification factor at 1.0 second MCEG peak ground acceleration Site amplification factor at PGA Site modified peak ground acceleration Long-period transition period In seconds Probabilistic risk-targeted ground motion. (0.2 second) Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration Factored deterministic acceleration value. (0.2 second) Probabilistic risk-targeted ground motion. (1.0 second) Factored uniform-hazard (2% probabiltty or exceedance in 50 years) spectral acceleration. Factored deterministic acceleration value. (1.0 second) Factored deterministic acceleration value. (Peak Ground Acceteratlon) Mapped value of the risk coemcient at short periods Mapped value of the risk coefficient at a period or 1 s L-1 OSHPD Map data ©2021 I~ LOVELACE ~ ENGINEER ING .ST A:ucru AAL l:N(iJN llCAlkO SERVICES BECKMAN COULTER DARREN MACHULSKY J21209 HVAC OVERTURNING Fp = ... 1 _ __,;1 .... 14_3 _ __,!LBS. 0. M. = ... 1 __ 4_57_2 _ __,!FT-LBS. w R.M.=0.9 *Wp*2 R. M. = 1..l _....::.84~3,;.;;7.5;...____,!FT-L85. UPLIFT = (O.M.-R.M.) w Up LJ FT = ._I ----61;.;;.8.;.;;.48;...____,JILBS. ap = 2.5 Rp ::::: b Ip = 1.0 CZIH) = 1.0 Wp = 3000 Sos = 0.762 RTU DIMENSIQNS h = 4,0 l = 13.:!S w = 6.3 T Height h 1 f--Lffl9UI 1-----I L-2 SGS 5/28/2021 Page: LBS. FT FT FT :. LAG (N) EQUIPMENT PLATFORM TO STRUCTURE W/ MIN. (2) ¼, "x3-½" SOS SCREWS PER SIDE. ALLOWABLE WITHDRAWAL PER SCREW= (172 LBS/IN. EMBEDMENr), Hazardous Materi als Questionnaire County of San Diego, Department of Environmental Health PO Box 129261, San Diego, CA 92112-9261 Record ID #: Not in System Plan Check#: DEH2020-HHMBP-009299 (858) 505-6700 (800) 253-9933 www.sdcdeh.org Business Name Business Contact Telephone# Plan File# Beckman Coulter John W Robbins 7604386317 Zip Code APN# Project Address City l State 2470 Faraday Ave Carlsbad CA 920107224 209-041-26-00 Applicant Applicant E-Mail Applicant Telephone# Julio J Giannotti tigiannotti@beckman.com 7604386317 The following questions represent the facility's activities, NOT the specific project descnpt,on. PART I' EIRE DEPARTMENT -HAZARDOUS METERIALS DIVISION· OCCUPANCY CLASSIFICATION:(Not required for projects within the City of San Diego.) Indicate by selecting the item. whether your business will use, process, or store any of the following hazardous materials. If any of the items are selected, Applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. 1 Occupancy Rating: H-occupancy Facility's Square Footage (including proposed project): 131448 D Explosive or Blasting Agents l!J Organic Peroxides 00 Water Reactives ll!I Corrosives 00 Compressed Gases 00 Oxidizers D Cryogenics IE Other Health Hazards ~ Flammable/Combustible Liquids D Pyrophorics 00 Highly Toxic or Toxic Materials D None of These !Bi Flammable Solids !El Unstable Reactives D Radioactives PART 11· SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISION (HMP\lf the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, in person at 5500 Overland Ave., Suite 110. San Diego. CA 92123. or by phone at(858) 505-6700 prior to issuance of a building permit. FEES ARE REQUIRED. ProIect Completion Date: 3/3 i, 202 I YES NO 1. ~ D 2. ]: D 3. ~i D 4, ~ D 5. D ll!I 6. D ll!I 7. D ll!I 8. D ll!I Is your business listed on the reverse side of this form? (check all that apply). Will your business dispose of Hazardous Substances or Medical Waste in any amount? Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, or 200 cubic feet? Will your business handle carcinogens or reproductive toxins in any quantity? Will your business use an existing, or install an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? Will your business store petroleum in tanks or containers at your facility with a total storage capacity equal to or greater than 1,320 gallons? (Califom,a's Aboveground Petroleum Storage Act). 0 CalARP Exempt D CalARP Required D CalARP Complete Review Date: PART m· SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD)· If the answer to Question #1 is 'Yes' and the answer to Question #2 is 'No', the applicant must contact the APCD prior to the issuance of a building or demolition permit. If any answer to Questions #3, #4. or #5 is 'Yes·. the applicant must contact the APCD prior to the issuance of a building or demolition permit. If the answer to Question #3 or #4 is 'Yes'. the applicant may need to submit an asbestos notification form to the APCO at least 10 working days prior to commencing demolition or renovation (some residential projects may be exempt from the notification requirements). Contact the APCD at 10124 Old Grove Road. San Diego. CA 92131 or telephone (858) 586-2600 for more information. YES NO 1. (!i 2. ~ 3. D Will any existing building materials be disturbed as part of this project? (If the answer is 'Yes', an asbestos survey may be required.) Has a survey been performed to determine the presence of asbestos containing materials? Will the project involve handling or disturbance of any asbestos containing materials? 4. 5. D D D D ll!I 00 Will the project involve the removal of any load supporting structural member? Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdapcd.org/info/facts/perm,ts.pdf (ANSWER ONLY IF QUESTION 5 IS 'YES') Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? Search the California School Directory at http://www.cde.ca.gov/re/sd/ for public and private schools or contact the appropriate school district. 6. D D Briefly describe business activities: In-vitro diagnostics Briefly describe proposed project: Sprinkler upgrades and spill containment construction I declare under penalty of perjury that to the best of my knowledge and belief, the responses made herein are true and correct. I!!; Fees Acknowledged: li!I John Robbins 11/5/2020 Name of Owner or Authorized Agent Date FOR OFFICIAL USE ONLY FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: BY: DATE: ___________ _ EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMO· APCD COUNTY-HMO APCO ·A stamp in this box QilJy exempts businesses from completing or updating 'a Hllz OEH HMO Plan Check Questionnaire v1,2 (1012015) Pr,nted on: 1/712021 @ 1:23 PM COUNTY-HMO APCD an. Other permitting requirements may still apply. □ □ □ □ □ □ □ □ □ □ ENCINA WASTEWATER AUTHORITY INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY Date: --· ---1 6200 Avenida Encinas, Carls bad, CA 92011 Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinajpa.com RECEIVED JU,J OS 2021 Business Name: __ .,. __ ._-_" _____ !_· ,_~·--------c...,.,HTHY OF C ; -,.,; ; -.;-rri2 ru .,,-Y: c. flJ.-t-#t311 /)/NG ADRLSBAo -----,----'-------=----------IV/Sf ON ---'r .,~ i-,/ ,,,, 1 '1tr, C, vJ,:1 Street Address: Email Address: PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT : (ON REVERSE SIDE CHECK TYPE OF BUSINESS) □ Check all below that are present at your facility: Acid Cleaning D Food Processing D Metal Powders Forming Assembly O Glass Manufacturing D Nutritional Supplement/Vitamin Automotive Repair D lndu~trial Laundry · D Manufacturing Battery Manufacturing D Ink Manufacturing D Painting/Finishing Biofuel Mant;facturing D Laboratory D Paint Manufacturing Biotech Laboratory D Machining/Milling D Personal Care Products Bulk Chemical Storage D Membrane manufacturing D Manufacturing Car Wash D (i.e. waterfilter membranes) D Pesticide Manufacturing/ Packaging Chemical Manufacturing D Metal Casting/Forming D Pharmaceutical Manufacturing Chemical Purification D Metal Fabrication D (including precursors) D Dental Offices D Metal Finishing D Porcelain Enameling D Dental Schools D Electroplating D Power Generation D Dental Clinics D Electroless Plating D Print Shop D Dry Cleaning D Anodizing D Research and Development □ Electrical Component D Coating (i.e. phosphating) D Rubber Manufacturing □ Manufacturing D Chemical Etching/Milling D Semiconductor Manufacturing □ Fertilizer Manufacturing D Printed Circuit Board D Soap/Detergent Manufacturing □ Film/ X-ra y Processing D Manufacturing D Waste Treatment/Storage New Business? YesO Nofg] SICCode(s) if known: Date operation began/will begin: le ·· I • c0 <=, Tenant Improvement? Yes l:;JNoO If yes, briefly describe improvement : _~'_;.._,K.-'--,:,,./-~t--··_·_·_~/_,.,_-_-r __ _...~~~,~-r--1_c_•_·-- lfr;c: ., ., Description of operations generating wastewater (discharged to sewer, hauled or evaporated):_ ... /",..'-'--'-'-· ---'<-<--'--·-•-=·->'-'---i __ Estimated volume of industrial wastewater to be discharged (gal/ clay) : _____________________ _ List hazardous wastes generated (type/volume): ____________________________ _ Have you applied for a Wastewater Discharge Permit from the Encina Waste,aater Authority? Yes(i]Date: ___ No□ Page 1 of 2 ENCINA WASTEWATER AUTHORITY INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY 6200 Avenida Encinas, Carlsbad, CA 92011 Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinajpa.com The commercial enterprises listed below are a partial listing of businesses that are exempt from industrial wastewater discharge permitting under normal operating conditions. They are exempt because (a) they discharge no process wastewater (i.e., they only discharge sanitary wastewater with no pollutants exceeding any local limits), and (b) they have no potential to negatively impact the EWPCF or other wastewater treatment plants in the ESS. Any questions regarding exemptions should be referred to EWA Source Control staff. □ Automobile Detailer s □ Hotels/ Motels (no laundry) □ Barber/Beauty Shops □ Laundromats □ Business/Sales Offices □ Libraries □ Cleaning Services □ Medical Offices (no x-ray developing) □ CarpeUUpholstery □ Mortuaries □ Childcare Facilities □ Museums □ Churches □ Nail Salons □ Community Centers □ Nursing Homes □ Consulting Services □ Office Buildings (no process now) □ Contractors □ Optical Services □ Counseling Services □ Pest Control Services (no pesticide repackaging for sale) □ Educational Services (no auto repair/film developing) □ Pet Boarding/Grooming Facilities □ Financial Institutions/Services □ Postal Services (no car wash/auto repair) □ Fitness Centers □ Public Storage Facilities □ Gas Stations (no car wash/auto repair) □ Restaurants/Bars □ Grocery Stores (no film developing) □ Retail/Wholesale Stores (no autorepair/film □ Residential based Businesses developing) □ Theaters (Movie/Live) CERTIFICATION STATEMENT I certifj1 that the i,![ormalion above is true and correct to the best of my knowledge. PMt Name ~ ,t/~ Date: 6 ,,,.,-:5 · zcrz 1 Facility Contact: ________ _ Title: ______________ _ ENCINA WASTEWATER AUTHORITY 6200AVENIDA ENCINAS, CARLSBAD, CA Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinajpa.com Page 2 of 2 ENCi NA WASTEWATER AUTHORITY Beckman Coulter 2470 Faraday Ave Carlsbad, CA 92008 Attention: Mr. Todd Torgerson A Public Agency May I , 2001 6200 Avenida Encinas Carlsbad, CA 92009-1 095 Telephone (760) 438-3941 FAX (760) 438-3861 (Plant) (760) 431 -7493 (Admin) Ref: EC. 01-0145 SUBJECT: NON-SIGNIFICANT WASTEWATER DISCHARGE FORM# 2005-B Based on our review of your file, sampling results, and inspection report, the Encina Wastewater Authority (EWA) has determined that Beckman Coulter qualifies to be included in EWA's Best Management Practices (BMP) program. Being a participant in the BMP program will reduce your future costs for regulatory oversight, annual permit fees, and monitoring and reporting expenses. Our records indicate that you satisfy EW A's BMP requirements by training your employees about pollution prevention, implementing a spill prevention plan and chemical containment controls, regularly maintaining your pretreatment equipment, and neutralizing the pH prior to discharging wastewater to the sewer. In order to continue to qualify for the BMP program you must continue to implement these BMPs. In the future, as long as Beckman Coulter continues these practices, EWA will classify Beckman Coulter as a Non-Significant Industrial User (NSIU) under the BMP program. In accordance with this lesser permit classification, EWA hereby rescinds the Beckman Coulter Class III Wastewater Discharge Permit# 2005 for your facility located at 2470 Faraday Ave, Carlsbad, 92008 and replaces it with this Non-Significant Wastewater Discharge (NSWD) Form #2005-B. This Form acknowledges your qualification for and continuing participation in EWA's BMP program. Please post this Form in plain view in place of your previous Permit. We wi ll stop by periodically to review your records to confirm that the BMPs are up to date. The EWA, the community and the environment as a whole have benefited from your commitment to pollution prevention. If you have any questions, please feel free to contact Lisa Urabe at (760) 438-3941, ext. 3604. We look forward to continuing to work with you on pollution prevention measures in the future. Sincerely, ~~~ Director of Environmental Compliance NMA:lu Enclosure -----1e~c~:-7IlflndttStr-iaJ-f-iles /Ms.Pepper Godfiey, CMWD SERVING THE CITY OF VISTA, CITY OF CARLSBAD, BUENA S,\NITATION DISTRICT, VALLECITOS WATER OISTRICT, LEUCADIA COUNTY WATER DISTRICT AND CITY OF ENCINITAS Printed (Jn ;' ( I \ ' ENCINA WASTEWATER AUTHORITY 6200AVENIDA ENCINAS, CARI.SBAD, CA 92009-017/ TH:(160)438-3941 FAX:(160)438-386/ NoN~SlGNIFJCANT WASTEWATER DISCHARGE FORM BEc1CMAN COVLTER 2470 Faraday Ave Carlsbad, CA 92008 RECEIVED JUN O 8 2021 Mr. Todd Torgerson CITY OF CARLSBAD BUILDING DIVISION THE ABDVE NAMED USER FACILITY IS HEREBY lsSUED A NON-SIGNIFICANI' WASTEWATER DISCHARGE FoRM The industrial user's facility shall be in compliance with the Encina Wastewater Authority Pretreatment Ordinance which is incorporated herein as fully set forth. Compliance with this Form does not relieve the above named facility of its obligations to comply with any or all other Federal, State or Local laws, regulations or ordinances which may be applicable and leaves unaffected any further restraints on the disposal of all wastes from this facility which may be contained in other statutes or required by other agencies. The user shall notify the Encina Wastewater Authority Environmental Compliance Division and apply for a Wastewater Discharge Permit prior to the introduction of any new wastewater, or pollutants resulting from any new commercial or industrial processes into the Encina Wastewater Authority sewer system. The main functions of this NSWD Form are: to assist in maintaining Encina's industrial user database, to track ar.d verify by inspection the lack of a discharge containing noncompa6ble wastes from the user, and to acknowledge the user's willingness to implement selected BM P's for Pollution Prevention. This Form is neither assignable to another industrial user nor transferable to any other location. This Form shall be displayed at the address listed above. Additional Requirements: 1. User must maintain for inspection purposes, copies of all waste hauling manifests, employee training programs, inventory control documents, spill prevention plans, regular maintenance schedules for pre-treatment equipment, and any other documents necessary to support the implementation of selected BMP's. 2. User must report any accidental spills or discharges of industrial wastewater into the sewer system by alerting Encina Wastewater Authority Environmental Compliance staff. FORM ISSUED ___ _:,_0=5/-"'0-'-'l/..,,_0.,_l ____ _ FORM NUMBER --=20=0=5==----=B'--- DIRECTOR OF ENVIRONMENTAL COMPLIANCE Title ENC/NA WASTEWATER AUTHORITY 6200 Avenida Encinas, Carlsbad, CA 92009-0171 Tel:(760)438-3941 Fax:(760)438-3861 ( . PARTNERING FOR POLLUTION PREVEN11ON IN THE NEXT MILLENNTUM '\ ."--BEST MANAGEMENT PRACTICES In order to further prevent pollution within the county, BECKMAN COULTER agrees to adhere to the following steps: (Check relevant ones.) ■ 1. INCREASE EMPLOYEE AWARENESS 0 2. MAINTAIN PROPER MATERIAL INVENTORY 0 3. ExTEND LIFE OF PROCESS CHEMICALS ■ 4. IMPLEMENT A SPILL PREVENTION PLAN ■ 5. IMPROVE CHEMICAL CONTAINMENT CONTROLS ■ 6. IMPLEMENT A REGULAR MAINTENANCE SCHEDULE FOR PRE-TREATMENT EQUIPMENT 0 7. OFF-SITE RECOVERY □ 8. ADOPT THE ZERO-DISCHARGE POLICY □ 9. INSTALL ON-SITE PRE-TREATMENT EQUIPMENT □ 10. USE LESS TOXIC CHEMICALS 0 11 . SEPARATE WASTE STREAMS ■ 12. NEUTRALIZE PH PRIOR TO DISCHARGE I have read the above pollution prevention steps and agree to follow and enforce the steps checked throughout the company. I also understand that the Encina Wastewater Authority will periodically be collecting samples to analyze the levels of pollutants discharged. This is to ensure that the implementation of the specific steps checked above resulted in a reduction of pollutants in the wastewater discharged. SERVING THE 01Y OF VISTA, CITY OF CARLSBAD, BUENA SANTT AT!ON DISfRICT, V ALLECJTOS WATER DISTRICT, LEUCADIA COUN1Y WATER DISTRICT AND CITY OF ENCINITAS BEST MllAGEMEKT PRACTICES (BMP's) FOR LABORATORIES: Adopting BMP's that result in a measurable reduction of pollutants discharged, will qualify the industry for public recognition in the form of a newspaper announcement; a seal of approval from the water pollution control facility; and allow for possible rescission of the industry's Class ID permit resulting in less stringent regulatory controls. (D INCREASE EMPLOYEE AWARENESS: Emphasize the benefits of pollution prevention through training and/or incentives to further educate employees of the need for cost-effective work practices. 2. PROPER INVENTORY CONTROL: The proper maintenance of orderly inventory prevents the needless disposal and deterioration of chemical supplies and also reduces the amount of money tied-up in stock. Computerize inventory; keep a running inventory of unused chemicals for use by other departments. Material inventory should be on a "first-in/first-out'' basis. Thus, there is no loss of stock due to expiration and damage during storage. Require employees to return empty fluid containers before obtaining new supplies. Inspect inventory daily for spillage and leaks. Buy smaller quantities of reagent chemicals. Properly label containers 3. EXTEND THE LIFE OF PROCESS CHEMJCALS: Use techniques to prevent the evaporation of chemicals, such as floating lids to reduce air space in containers. Also, make sure process chemicals are mixed only in quantities sufficient to meet realistic processing volumes. Do not overestimate the necessary amounts. Share surplus chemicals. © SPILL PREVENTION PLAN: Restricting traffic through designated storage areas, and keeping them safe and secure reduces the likelihood of contamination/spillage of stored materials. Chemicals should not be stored or present around drains, and all damaged containers should be replaced. implement a spill response plan which should entail a floor plan of all chemical locations in the lab; a description of the containment, mixing tanks, chemical storage tanks, and any other containers that could leak/rupture; a list of spill response supplies (i.e., mop, pail, sponge); and a set of tested procedures for responding to a spill. Post signs and sinks/drains to prevent the improper discharge of oils, solvents, and other fluids. Use drip racks or pans ifa potential for spillage exists. © CHEMICAL CONTAINMENT CONTROLS: Keep chemicals separated using separate containers. Store wastes in a segregated area, away from drains. Use self-closing faucets on material containers. Designate appropriate storage areas. @ REGULAR MAINTENANCE SCHEDULES FOR PRE-TREATMENT EQUJPMENT: Make sure that pre-treatment equipment is serviced at least once a year from an outside service. If sand/oil interceptors are installed, waste haulers must periodically be called upon to pump out the waste. 7. OFF-SITE RECOVERY: Contract with outside companies to recover spent fluids, such as antifreeeze or motor oils. Industrial users must submit notification to EWA that the discharger is using off-site services. The discharge must be stored in a drum that's compatible with automotive discharge, and provide secondary containment for storage tanks, if necessary. 8. ZERO DISCHARGE POLICY: Have all process wastewater hauled off-site for disposal. This policy requires a certification statement signed by the discharger stating that no process wastewater is entering the sewer. 9. JNSTALL ON-SITE PRE-TREATMENT EQUJPMENT: Invest in on-site recycling equipment for recovering solvents. Recover metal from catalysts. 10. USE LESS TOXIC CHEMICALS: Substitute less toxic chemicals (e.g. sodium hypochlorite for sodium dichromate, alcohols instead of benzenes, cyclohexane for carbon tetrachloride, stearic acid for acetamide), or if possible, eliminate toxic chemical use. Use specialty detergents (instead of chromic or sulfuric acid) to clean glassware. 11. SEPARATE WASTE STREAMS: Keep individual waste streams separate to avoid mixtures ofhazardous and nonhazardous liquids. Avoid mixing solvent wastes, like xylene with alcohols (methyl, ethyl. and isopropyl), chromic acid (glassware cleaner), and water. @ PH NEUTRALIZATION: Neutralize pH for batch discharges. (pH must be between 5.5-11) For Further Information Contact: Po 11 uti on Prevention rnformati on Exchange system (PIES), c/o SAIC; ----76"'0.,..0-itrteesburg Pi ke , Falls church, 'IA 22043 , 703 82 SERVING THE CITY OF VISf A, O1Y OF CARLSBAD, BUENA SANITATION DISTRICT, VALLECITOS WATER DISTRICT, LEUCADIA COUNTY WATER DISTRICT AND CITY OF ENCINITAS