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HomeMy WebLinkAbout2470 FARADAY AVE; ; CBC2020-0487; PermitBuilding Permit Finaled (_ City of Carlsbad Commercial Permit Print Date: 01/05/2023 Job Address: 2470 FARADAY AVE, CARLSBAD, CA 92010-7224 Permit Type: BLDG-Commercial Work Class: Parcel#: 2090412600 Track#: Valuation: $15,000.00 Lot#: Occupancy Group: Project#: #of Dwelling Units: Plan#: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check#: Occupant Load: Plan Check#: Code Edition: Sprinkled: Project Title: Tenant Improvement Permit No: CBC2020-0487 Status: Closed -Finaled Applied: 12/08/2020 Issued: 09/20/2021 Finaled Close Out: 01/05/2023 Final Inspection: 11/05/2021 INSPECTOR: Alvarado, Tony Description: EVALUATION OF H OCCUPANCIES -UPGRADE H OCCUPANCIES TO 2019 CODE (LESS THAN 1,000 SF) FEE BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) Property Owner: BECKMAN COULTER INC 11800 SW 147TH AVE MIAMI, FL 33196 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL FIRE H Occupancies (not including Chem Class) Tl FIRE Haz Mat Storage Chem Class >100 Chemicals FIRE Special Equipment (Ovens, Dust, Battery) MANUAL BLDG PLAN CHECK FEE MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL SB1473-GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -COMMERCIAL (SMIP) Total Fees: $2,836.03 Total Payments To Date: $2,836.03 Contractor: PCG CONSTRUCTION INC WHICH WILL DO BUSINESS IN CALIFORNIA AS PACIFIC CONSTRUCTION GROUP 2600 N 44TH ST, # STE 212 PHOENIX, AZ 85008-1565 (602) 840-7600 Balance Due: AMOUNT $159.31 $11.52 $41.00 $628.00 $1,435.00 $417.00 $100.00 $39.00 $1.00 $4.20 $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.11 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 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov ( Cicyof Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Check 0f(;;2020-04<3- Est. Value \~.) 1ffiC) PC Deposit ---:----- Date \2-'Y;)-20 JobAddress.z47o ~ A::-,E Suite: -APN: 2£!:f 04 £2.q 00 Tenant Namp, ~ CdJL~ Lot#: Year Built: ____ Occupancy~'J:tl, S/, ieca?trt.MtnType• 1/1-§ FireSpiinkle~1no~c,SIQ BRIEF DESCRIPTION OF WORK: ~A~ cF ~N..6: AA'ZA~ ~ (N~Y -ANO C¥$1~ ~-Ocµ,t~. Ut::>~ H-~ D Addition/New: ... _________ New SF arid Use.~ _________ New SF and Use, ___ Deck SF, Patio Cover SF {not including flatwork) D Tenant lmprovement: _____ SF, Existing Use. _____ .Proposed Use _____ _ ____ SF, Existing Use Proposed Use _____ _ D Pool/Spa:. ____ .SF Additional Gas or Electrical Features? __________ _ iirl □□ □□ D Solar •. • ___ KW, __ Modules,_ __ Mounted, Tilt: Yes/ No, RMA: Yes/ No, Panel Upgrade: Yes /No D Plumbing/Mechanical/Electrical Only: ---------------------- ~Other: MIN.OVLUP~~ '-E' 1-J-~~ot~ -::.ctd,.1-AB ~A'L-c ~ ~t.J'Nfiii'Nr .,&w.:> ~- This permit Is to be Issued in the name of 1:he Property Owner as Owner-B111ider, licensed contractor or Authorized Agent of the owner or contractor. The person listed as the Appl/cant below w//1 be the main point of contact throughout the permit process. PROPERTY OWNER APPLICANT O PROPERTY OWNERS AUTHORIZED AGENT · APPLICANT 0 Name:. _______________ .Name: ________________ _ Address: Address: _______________ _ City: ______ .State: __ _..Zip:. ____ City: _______ __,sta.te: _ __.Zip:. ___ _ Phone: Phone: ________________ _ Email: Email: ________________ _ DESIGN PROFESSIONAL . APPLICANT)( CONTRACTOR BUSINESS APPLICANT 0 Name: f1AtZif: ~AN . Name: R: C, C.Cix:5¼ P]cly) Af)( . Address: azttt 5Bllbo@CV#tfd4 tit?'$ Addres~ y\'.). 41.{'f-vi St. S{e_,;:lf?, Citv~·~· ~~ _, C4 a-,'j2('Zjf ai, ~ _, 11:Z.Ztoal/SOOR Phone:_--'--~~ Phone: {eOd-x'LJO 7ld'D Email:'$('. :: Q • aa:vJ Email: (')o OMYJ 6) p:~cy,, 1½1¢>+-, CCJ)y) Architect State License:_________ State License: /Qt./ Uel{k s.License: (},/ OS @le i-fl,t/7~ C57-~o!&- 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8S58 Email: Building@carlsbadca.gov PAnP.1 of2 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 penafty of perjury that I am licensed under provisicms 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. f also affirm under penalty of perjury one of the following declarations: · 0 I have a:n~ WI.II rmiln~lh a certificate ot_consent to self.fnsure for workers' compensation provided by Sectron 3700 of the labor Code, for the performance of thewotkWhlchthlspermlt Is Issued. Polley No. ______________________ _ "fti I have and will maintain worke:r's compensation, as required by Se~lon 3700 of th~ Lab. or Co~e., for the pedormance pf the work for which this permit is ISSued. \My workers' compensation Insurance t;arrier and poliDI number.are: Insurance Company Name: t.::::\J:?::-: TrBlJfOrzQ(e Polley No. 7CP9aooo ,25:?: ExplratlonDate: _ __,7..,/..,,l_./ .... _~"'-">------------ 0 Certificate of Exeinptlon: I certify that .In the performance of the work foi'whtch this permit Is Issued, I shall not employ any person In any manner so as to be~,rie S1:1PJect ~ the workers' ccilTlpensatlo:11 Laws of C.illfornla. WARNING, Fa1l1,Jre to Haire workers ~mpei1satlon coverag~ Is unlawful arid_ shatl subJei::t an emplnyerto criminal penalties aaJd civil fines up to $100,000.00, In addition the to the cost of compen$.•tlon, d1ma,es u provided for In Section 3706 of the Labor Code~ interest and attomey'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 (l) Civil Code). Lender's Name· Lender's Address:,.,.. _________________ _ CONTRACTOR PRINT: '£¥at' tt9.f-c,b SIGN: /~ DATE: 9✓/'/✓,-z./ (OPTION B): OWNER-BUILDER DECLARATION: I heret,y afflrm th~t I am exempt from Cprltrac;tOr'S Lfcen·Se Low Jor the followfng reiison: DI,_ as owner of-the property or my emptoyffS with wages as their sole cqmpensa~o.n, will .~o the work and the siructt,JrJ! Is no~ Intended or offered for sale (Sec. 7044, BustneSS:-and Pl'ofessl6ns Code: The Contractor's Ucense Law does not apply to an owner of property who builds Or Improves thereon, and who does such work tihrise_lf o:r through his own em·ployees, pr~vrd.ed that such ·1mprovement:5 are n_ot.lnte.nded o:_r offered for sale. If, h~wever, the building or improvement Is s.old within one year of completion, the owner-builder wlli have the burden 9f proving that ·h~ did not build or Improve for the purpose of sale). Ot,-as QWn~r of the property, am exclu.slve.(y contracting with licensed co.ntr,ilctQrs to construct th~ project: (Se.c. 7044, ~uslness·and Professions Code: The 'ton tractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) llcensed pur:sua:ntto the Contrador1s Ucense law). 0 I am exempt under Business and Professions Cade Division 3, Chapter 9, Article :l for this reason: O"owner Builder acknowledgement and verification form" has been filled out, signed and attached to this application. Proof of JdenttficatJon attached. Q Owners "Authorized Agent Form" has been filled out, signed and ~ttached to this application giving the agent authority to obtain the permit on the owner' behalf. Proof of identfflcatlon 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 lmprovenlents covered by this permit, I cal'l11.ot legally sell a structure that I have bu lit as an Ownei'•~uilder if it has not been collstructed In ils: entirety by licensed contractors. / Qndersta,nd that a c9py of the appl/CQble Jaw, Section 7044 of the Business and Professions Code, Is oval/able upon request when this appJication is submitted or at the fol/owing Web site: http://www.leglnfa.ca.gov/calow.html. OWNER PRINT: ___________ SIGN: ________ DATE: _____ _ APPUCANT CERTIFICATION: SIGNATURE REQUIRED AT THE TIME OF SUBMITTAL By my :i/ghatlire below, I certify that: I am the property owner or State of California Lf~nsed Contractor or author/ted to act on the property owner or contractor's behalf. I certify that I have read the app/lcation 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 re/a ting to building construction, I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property/or inspection purposes. I ALSO AGREE TO SAV~ INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST AU llABILfflES, JUDGMENTS, CO AND EXPENSES WHICH MAY IN ANY WAY ACCRUE A5AINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories In height. APPLICANT PRINT: ~ ~ 1635 Faraday Ave Carlsbad, CA 92008 B-2 Paae2 of2 Email: Building@carlsbadca.gov Rev. 08/20 ' PERMIT INSPECTION HIS]!ORY for (CBC2020-0487) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Scheduled Date Closed -Finaled Actual Inspection Type Start Date Checklist Item BLDG-Structural Final BLDG-Structural Final Thursday, January 5, 2023 Application Date: 12/08/2020 Issue Date: 09/20/2021 Expiration Date: 04/06/2022 IVR Number: 30395 Owner: BECKMAN COULTER INC Subdivision: PARCEL MAP NO 13958 Address: 2470 FARADAY AVE CARLSBAD, CA 92010-7224 Inspection No. Inspection Status Primary Inspector Reinspection Inspection COMMENTS November 4, 2021: partial approval-no plans and permit on site for inground containment seepage pit. 1. new hazardous materials containment seepage pit steel rebar per plan-approved. 2. New hazardous material, containment seepage pit, located exterior/carport rear elevation of commercial/industrial building footprint. 3. Containment, steel reinforced concrete, inground, seepage pit, steel reinforcement rebar, scope of work, per structural engineers plans and detail specifications, Final inspection completed-Partial pass. 4. No plans or permit on site at time of final inspection. 5. Approved double steel rebar mat bottom section (only), OK to pour 4,000 psi concrete. 6. Containment seepage pit perimeter (4) qty. walls vertical and horizontal steel reinforcement rebar -approved per engineered plans. November 5, 2021: approval-plans and permit on site for inground containment seepage pit-approved. 1. new hazardous materials containment seepage pit steel rebar per plan-approved. 2. New hazardous material, containment seepage pit, located exterior/carport rear elevation of commercial/industrial building footprint. 3. Containment, steel reinforced concrete, inground, seepage pit, steel reinforcement rebar, scope of work, per structural engineers plans and detail specifications, Final inspection completed-approved and signed permit off permit inspection record card. 4. plans or permit on site at time of final inspection-ok. 5. Approved double steel rebar mat bottom section (only), OK to pour 4,000 psi concrete. 6. Containment seepage pit perimeter (4) qty. walls vertical and horizontal steel reinforcement rebar -approved per engineered plans. Passed Yes Yes Page 3 of 3 ' , - PERMIT INSPECTION HISTORY for (CBC2020-0487) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Scheduled Date Closed -Finaled Actual Inspection Type Start Date Checklist Item Application Date: 12/08/2020 Issue Date: 09/20/2021 Expiration Date: 04/06/2022 IVR Number: Inspection No. COMMENTS 30395 Inspection Status Owner: BECKMAN COULTER INC Subdivision: PARCEL MAP NO 13958 Address: 2470 FARADAY AVE CARLSBAD, CA 92010-7224 Primary Inspector Reinspection Inspection Passed BLDG-Building Deficiency October 7, 2021: (canceled), not part of scope of project work. No 11/04/2021 11/0512021 11/04/2021 BLDG-Final Inspection Checklist Item BLDG-Structural Final 11/05/2021 BLDG~Final Inspection Thursday, January 5, 2023 170104-2021 COMMENTS Partial Pass Tony Alvarado November 4, 2021: partial approval-no plans and permit on site for inground containment seepage pit. 1. new hazardous materials containment seepage pit steel rebar per plan-approved. 2. New hazardous material, containment seepage pit, located exterior/carport rear elevation of commercial/industrial building footprint. 3. Containment. steel reinforced concrete, inground, seepage pit, steel reinforcement rebar, scope of work, per structural engineers plans and detail specifications, Final inspection completed-Partial pass. 4. No plans or permit on site at time of final inspection. 5. Approved double steel rebar mat bottom section (only), OK to pour 4,000 psi concrete. 6. Containment seepage pit perimeter (4) qty. walls vertical and horizontal steel reinforcement rebar-approved per engineered plans. 170198-2021 Passed Tony Alvarado Reinspection Incomplete Passed Yes Complete Page 2 of 3 Building Permit Inspection History Finaled {_ City of Carlsbad Permit Type: Work Class: Status: Scheduled Date 10105/2021 10/08/2021 PERMIT INSPECTION HISTORY for {CBQ2020-0487) BLDG-Commercial Tenant Improvement Closed -Finaled Application Date: 12/08/2020 Issue Date: 09/20/2021 Expiration Date: 04/06/2022 IVR Number: 30395 Owner: BECKMAN COULTER INC Subdivision: PARCEL MAP NO 13958 Address: 2470 FARADAY AVE CARLSBAD, CA 92010-7224 Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Start Date 10/05/2021 Status BLDG-11 167852-2021 Partial Pass Tony Alvarado Foundation/Ftg/Piers (Rebar) Checklist Item BLDG-Building Deficiency COMMENTS October 5, 2021: partial approval, phase-1 (inground containment pit) 1. No new hazardous materials containment seepage pit steel rebar Deficiencies. 2. New hazardous material. containment seepage pit, located exterior/carport of building footprint 3. Containment, steel reinforced concrete, inground, seepage pit, steel reinforcement rebar, scope of work, per structural engineers plans and detail specifications-partial approval. 4. Approved double steel rebar mat section (only), OK to pour 4,000 psi concrete. 10/08/2021 BLDG-12 Steel/Bond Beam 168313-2021 Passed Tony Alvarado Checklist Item BLDG-Building Deficiency COMMENTS October 7, 2021: partial approval, phase-2 (inground containment seepage pit) 1. No new hazardous materials containment seepage pit steel rebar Deficiencies. 2. New hazardous material, containment seepage pit, located exterior/carport rear elevation of commercial/industrial building footprint. 3. Containment, steel reinforced concrete, inground, seepage pit, steel reinforcement rebar, scope of work, per structural engineers plans and detail specifications-partial approval. 4. Approved double steel rebar mat bottom section (only), OK to pour 4,000 psi concrete. 5. Containment seepage pit perimeter (4) qty. walls vertical and horizontal steel reinforcement rebar-approved per engineered plans. BLDG-85 T-Bar, Ceiling 168250-2021 Cancelled Tony Alvarado Grids, Overhead Reinspection Incomplete Passed Yes Complete Passed Yes Reinspection Incomplete Thursday, January 5, 2023 Page 1 of 3 • RECEIVED DECO 8 2020 Structural Calculations for ~~~D~~iAoR,vLSBAo ISION BeckmanCoulter H2/H3/H4 Storage Bldg. Containment Pit 24 70 Faraday Ave., Carlsbad CA 92009 Ml2010355.00 11-20-20 CBC2020-0487 2470 FARADAY AVE EVALUATION OF H OCCUPANCIES -UPGRADE H OCCUPANCIES TO 2019 CODE (LESS THAN 1,000 SF) 2090412600 12/8/2020 CBC2020-0487 C 2020 Mi)'amolo lntemationel, Inc., Ml rights reserved. This docu.,,..t « any part thereof must not be reprod~ In any IOOTl without the written permission of Miyamoto lntemational, Inc. 3 -'< tu 3 0 ..... 0 • . ( u, i,,' }. f 0 :..,, C ' -, C J :' • . .. _ ' . -,, (f; !!_• Ill e " ~ ~ . "' 0 • C .,: . c, ,, r_: ~ f: t rn :i. _l ~' ll r, Miyamoto International Project: BeckmanCoulter Containment Pit Engr.:MGriffiths Scope: Sheet: CR-1 No. Ml2010355.00 Date: 11/20/2020 New Depressed Containment Pit with Cover Plating In Existing H2/H3/H4 Storage Bldg. Max Depth 4'-2" Loads: Cover Plating & Beam Live Load ( LL ): Bk Fork Lift or 250psf Adjacent Slab Surcharge 250psf Codes and References: 2019 California Building Code, Title 24 AISC Manual of Steel Construction, 15th Edition ASCE-7-16 Minimum Design Loads ACI 318-14 Structural Concrete Soll Characteristics: Presumpitive Soil Type SC CBC 2019 Table 1806.2 Unrestrained Retaining Wall EFP=60psf SBC=2000psf Allowable Passive Pressure=150psf µ=0.25 Project Loading -one page . IT11yamoto. 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I) 3'7.Jf ('-4~;, J 31t J) &. // I/ 2 t,,/ /'i77 ---=--------------------------~S=h=ee=t No: S- 3 Project: ___________ _ _ rruyamoto. Project No:_!M!!!.!.I ___ Cale. By:_ Date: __ _ {) Y'O O v ,/. I iJf- C> '"1, j S'Ltl.ltAl~ C..~~ Ou Ni.,T o PP s uJe:: op~~ s:I, d,,,. 7 ,1 o 7¾. /!...-,,. J ------------ 5 e ( t't ""'fl 5::,--.. /j O de!,0 7'-'t Y'tr, t c.c.h·c:,_, ~ r 8M ao~""' f,. ~ 'r'--L - NorthrupGrumman Central Plant Chilled Water Plant TIUe BeckrpanCoulter Containment Pit Wall Job# Ml201~35!i Dsgnr: MLG Description .... Ht varies from 3'-6" to 4'-2" This Wall in File: u:\projects\2020\mi2010355.00 -beckman coulter containment pit\engineering\calcu Page:~ Date: 20 NOV 2020 RetalnPro (c:) 1987-2015, Bulld 11.15.7.02 C t'I d R t · · W II D · uc:en .. : KW-06059339 an I evere e ammg a es1gn Code: IBC 2012,ACI 318-11,ACI 530-1 1 License To : MIYAMOTO INTERNATIONAL, INC I Criteria • I Soil Data • Allow Soil Bearing = 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 60.0 psflft Retained Height = 4.50 ft Wall height above soil = 0.00 ft Slope Behind Wall = 0.00 = Height of Soil over Toe = 0.00 in Passive Pressure = 250.0 psflft Water height over heel = 0.0ft Soil Density, Heel = 110.00 pcf Soll Density, Toe = 0.00 pcf Footingl!Soll Friction = 0.250 Soll height to Ignore for passive pressure = 12.00 In ,I s.u.r.c.h.ar .. g111e•L•o•a•d•s-----_.l I Lateral Load Applied to Stem • I Adjacent Footing Load Surcharge Over Heel = 250.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 Used for Sliding & Overturning I Axial Load Applied to Stem I Axial Dead Load = 100.0 lbs Axial Live Load = 1,285.0 lbs Axial Load Eccentricity = 0.0 In Design Summa Wall Stablllty Ratios Overturning = Lateral Load = ... Height to To~ = ... Height to Bottom = The above lateral load has been Increased by a factor of Wind on Exposed Stem = (Strength Level) 0.0 #/ft 0.00 ft 0.00 ft Adjacent Footing Load Footing Width Eccentricity Wall to Ftg CL Dist 1.00 Footing Type Base Above/Below Soil 0.0 psf at Back of Wall Poisson's Ratio 2nd Stem OK ft= 4.17 = Concrete = = = = = = 0.0lbs 0.00 fl 0.00 In 0.00 ft Line Load 0.0 ft 0.300 • Sliding = eslgn Height Above Ftsi Wall Material Above "Ht" i n Method ~~-~~_Y-,T~hi~ck~ne~ss~~--......;--.!::,;~---DOES NOT APPLY = LRFD = Total Bearing Load = 2,416 lbs ... resultant ecc. = 2.72 in Soil Pressure@ Toe = 615 psf OK Soil Pressure @ Heel = 352 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored @Toe = 868 psf ACI Factored @ Heel = 497 psf Footing Shear@Toe = 18.3 psi OK Footing Shear @ Heel = 1.9 psi OK Allowable = 75.0 psi Slldlng Cales Lateral Sliding Force = 1,657.5 lbs less 100% Passive Force = - less 100% Friction Force = - 0.0 lbs 282.8 lbs Added Force Req'd ... .for 1.5 Stability 1,374.7 lbs NG 2,203.4 lbs NG Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing Load Factors ------------- Building Code Dead Load Live Load Earth, H Wind,W Seismic, E IBC 2012,ACI 1.200 1.600 1.600 1.000 1.000 Rebar Size Rebar Spacing Rebar Placed at = = = # 5 12.00 Center Design Data ------------------------- fb/FB + fa/Fa Total Force @ Section Service Level Strength Leve Momenl ... Actual Service Level Strength Leve Moment. .... Allowable Shear ..... Actual Service Level Strength Leve Shear ..... Allowable Wall Weight Rebar Depth 'd' = 0.002 lbs= lbs= 77.2 ft-#= ft-#= 12.5 = 5,069.7 psi= psi= 1.6 psi= 75.0 psf= 100.0 in= 4.00 Masonry Data ------------------------- rm Fs Solid Grouting Modular Ratio 'n' Short Tenn Factor Equiv. Solid Thick. Masonry Block Type Masonry Design Method psi= psi= = = = = = Medium Weight = ASD Concrete Data ------------------------- re psi= 2,500.0 Fy psi= 60,000.0 S-5 NorthrupGrumman Title BeckrpanCoulter Containment Pit Wall Page: __ Central Plant Chllled Water Plant Job# Ml201~35!i Dsgnr. MLG Date: 20 NOV 2020 Description .... Ht varies from 3'-6" to 4'-2" This Wall in File: u:\projects\2020\mi2010355.00 • beckman coulter containment pit\engineering\calcu RetalnPro (c) 1187-2015, Bulld 11.15.7.02 C t"I d R t • · W II D · Ucen .. : KW-o605H39 an I evere e a1mng a es1gn License To : MIYAMOTO INTERNATIONAL. INC Code: IBC2012,ACI 318-11,ACI 530-11 I Footing Dimensions & Strengths • Footing Design Results Toe Width = 4.00 ft ~ liu1 Heel Width = 1.00 Total Footing Width = 5.00 Factored Pressure = 868 497 psf Mu' : Upward = 6, 154 28 ft-# Footing Thickness = 12.00 in Key Width = 0.00 In Key Depth = 0.00 In Key Distance from Toe = 0.00 ft Mu' : Downward = 1,440 65 ft-# Mu: Design = 4,714 37 ft-# Actual 1-Way Shear = 18.27 1.94 psi Allow 1-Way Shear = 75.00 75.00 psi Toe Reinforcing = # 7@ 16.00 In re = 2,500 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Heel Reinforcing = # 6 @ 16.00 In Key Reinforcing = None Spec'd Min. As % = 0.0018 Other Acceptable Sizes & Spacings Cover@ Top 2.00 @ Bun.= 3.00 in Toe: #4@ 9.26 In, #5@ 14.35 In, #6@ 20.37 In, #7@ 27.78 In, #8@ 36.57 In, #9@ 46 Heel: Not req'd: Mu < phl*5*1ambda*sqrt(fc)*Sm Key: No key defined Summa of Overturnin & Resistin Forces & Moments ..... OVERTURNING ..... . .... RESISTING ..... Force Distance Moment Force Distance Moment Item lbs ft ft-# lbs ft ft-# Heel Active Pressure = 907.5 1.83 1,663.8 Soil Over Heel = 165.0 4.83 797.5 Surcharge over Heel = 750.0 2.75 2,062.5 Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = 83.3 4.83 402.8 Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem = 100.0 4.33 433.3 Load @ Stem Above Soil = • Axial Live Load on Stem = 1,285.0 4.33 5,568.3 = Soil Over Toe = Surcharge Over Toe = Total 1,657.5 O.T.M. 3,726.3 Stem Weight(s) = 33.0 4.33 143.0 Earth @ Stem Transitions= = = Footing Weight = 750.0 2.50 1,875.0 Resisting/Overturning Ratio = 0.98 Key Weight = Vertical Loads used for Soil Pressure = 2,416.3 lbs Vert. Component = Total• 1,131.3 lbs R.M.• 3,651 .6 Vertical component of active lateral sou pressure IS NOT considered In the calculation of Sliding Resistance. Vertical component of active lateral sou pressure IS NOT considered In the calculation of Overturning Resistance. I TIit I • Axial live load NOT Included In total displayed( or used for overturning resistance, but Is Included for soil pressure ca culation. Horizontal Deflection at Top of Wall due to settlement of son (Deflection due to wall bending not considered) Soil Spring Reaction Modulus Horizontal Deft @ Top of Wall (approximate only) 250.0 pci 0.015 In The above calculation is not valid if the heel sou bearing pressure exceeds that of the toe, because the wan would then tend to rotate into the retained soH, S-6 SIMPSON Anchor Designer™ Software Company: Miyamoto Intl. I Date: I 11/20/2020 Strong'-Tie Version 2.9.7376.2 • 1.Prolect information Customer company: SCA Customer contact name: Customer e-mail: Comment: 2. Input Data & Anchor Paramete[I General Design method:ACI 318-14 Units: Imperial units Anchor Information: Anchor type: Torque controlled expansion anchor Material: Stainless Steel Diameter (inch): 0.625 Nominal Embedment depth (inch): 3.875 Effective Embedment depth, h. (Inch): 3.250 Code report: ICC-ES ESR-3037 Anchor category: 1 Anchor ductility: Yes hm1n (Inch): 6.18 c.. (Inch): 7.93 Cmin (Inch): 5.50 Sm1n (Inch): 6.25 Recommended Anchor Engineer: MLG I Page: I 1/6 Project: BeckmanCoulter Containment Pit Address: Phone: E-mail: Project description: W8x13 Bm connection to 8" Concrete Wall Location: Fastening description: Bue Material Concrete: Normal-weight Concrete thickness, h (Inch): 8.00 State: Cracked Compressive strength, fc (psi): 4000 ~c,v: 1.0 Reinforcement condition: B tension, B shear Supplemental reinforcement: Not applicable Reinforcement provided at comers: No Ignore concrete breakout In tension: No Ignore concrete breakout In shear: No Ignore 6do requirement: Not applicable Build-up grout pad: No Bue Plate Length x Width x Thickness (Inch): 10.00 x 10.00 x 0.50 Anchor Name: Strong-Boll® 2 Stainless Steel -5/8"0 SS Strong-Bolt 2, hnom:3.875" (98mm) Code Report: ICC-ES ESR-3037 Input data and results must be checi<ed for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W. Las Posltas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON Strong-Tie e Load and Geometry Anchor Designer™ Software Version 2.9.7376.2 Load factor source: ACI 318 Section 5.3 Load combination: not set Seismic design: No Anchors subjected to sustained tension: Not applicable Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: No Strength level loads: Nua Pb]: O v .... Pb]: 0 v...., Pb]: 7300 Mux [ft-lb): 1825 Muy [ft-lb]: 0 Muz [ft-lb]: 0 <Figure 1> S-7 Company: Miyamoto Intl. l Date: I 11/20/2020 Engineer: MLG I Page: I 216 Project: BeckmanCoulter Containment Pit Address: Phone: E-mail: - Olb Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W. Las Posltas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON Strong-Tie e <Figure 2> Anchor Designer™ Software Version 2.9.7376.2 S-8 Companv: Miyamoto Intl. I Date: I 11/20/2020 Engineer: MLG l Page: I 3/6 Project: BeckmanCoulter Containment Pit Address: Phone: E-mail: Input data end results must be checked for agreement with the exlsting circumstances, the standards end guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W. Les Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON Strong'-Tie • Anchor Designer™ Software Version 2.9.7376.2 3, Resulting Anchor forces Company: Engineer: Project: Address: Phone: E-mail: Anchor Tension load, Nuo (lb) Shear load x, Vuox (lb) 2 3 4 Sum 0.0 1390.9 1390.9 0.0 2781.9 Maximum concrete compression strain (%.): 0.07 Maximum concrete compression stress (psi): 296 Resultant tension force (lb): 2782 Resultant compression force (lb): 2782 0.0 0.0 0.0 0.0 0.0 Eccentricity of resultant tension forces In x-axis, e'N>c (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'11y (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'v. (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'v., (inch): 0.00 4. Steel Strength of Anchor lo Ito•lon (Sec, 17,4,1) Nu (lb) ; ;N .. (lb) 17930 0.75 13448 s, concrete Breakout Strength of Anchor in I101ion (Sec, 1U,2) Nb= k.;.,.✓fcho11.5 (Eq. 17.4.2.2a) kc ,l.. f c (psi) ho1(in) Nb (lb) 17.0 1.00 4000 3.250 6299 ;Nct,g =; (A11c/ A11co)'l'.c.N'l'ot1.N'l'c,N'l'cp,NNb (Sec. 17.3.1 & Eq. 17.4.2.1b) A11c (in2) A11co (in2) c.,m1n (in) 'l'.c.N '1'«1.N 'l'c.N 163.31 95.06 13.00 1.000 1.000 1.00 §, euuout Strength of Anchor lo I•o•loo (Sec, 17,4,3) ;N,,,, = ;'l'c,PA.Np(fo/2,500)" (Sec. 17.3.1, Eq. 17.4.3.1 & Code Report) 'l'c.P ,1. • Np (lb) fc (psi) n 1.0 1.00 4639 4000 0.40 S-9 Miyamoto Intl. I Date: I 11/20/2020 MLG I Page: I 4/6 BeckmanCoulter Containment Pit Shear load y, V.,., (lb) 1825.0 1825.0 1825.0 1825.0 7300.0 <Figure 3> --- Shear load combined, ✓(Vuox}'-+(V.,.,)'-(lb) 1825.0 1825.0 1825.0 1825.0 7300.0 0 1 0 2 0 4 0 3 'J'cp,N 1.000 6299 0.65 7034 ;N,,,, (lb) 0.65 3639 Input data and results must be chechd for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtle.com SIMPSON Company: , Miyamoto Intl. Engineer: MLG Strong..,.Tie Anchor Designer™ Software Project: BeckmanCoulter Containment Pit Version 2.9.7376.2 Address: Phone: E-mail: a. Steel Strength of Anchor In Shear (Sec. 17,5,1) Vu (lb) hroul ; ;~v .. (lb) 7892 1.0 0.65 5130 9. Concrete Breakout Strength of Anchor lo Shear (Sec. 17.5.2) Shear perpendicular to edge In y-dlrectlon: Vby = mlnl7(t./ d.)0.z..Jdal.✓fce.11·5; s,i.✓rce.11·51 (Eq. 17.5.2.2a & Eq. 17.5.2.2b) lo (In) de (in) ,t. fe (psi) c.1 (In) Vby (lb) 3.25 0.625 1.00 4000 28.00 72112 ;vct,gy =; (Ave/ Avco)'l'ec.v'l'oc1,v'l'c,v'l'h,vVby (Sec. 17.3.1 & Eq. 17.5.2.1b) Ave (in2) Avco (ln2) 'l'ec,v 'l'od,v 'l'c,v 728.00 3528.00 1.000 1.000 1.000 2.291 Shear parallel to edge In y-dlrectlon: Vbx = mlnl7(/./ d.}°'2✓dal.✓fce.11·5; s,i.✓rce.11·51 (Eq. 17.5.2.2a & Eq. 17.5.2.2b) t. (in) do (In) ,t. fe (psi) c., (in) Vbx (lb) 3.25 0.625 1.00 4000 24.00 57225 ;vcbgy =; (2)(Avel Avco)'l'ec,v'l'oc1,v'l'c,v'l'h,VVbx (Sec. 17.3.1, 17.5.2.1 (c) & Eq. 17.5.2.1b) Ave (ln2) Avco (ln2) 'l'..,v 'l'oct,v 'l'c,v 'l'h,V 392.00 2592.00 1.000 1.000 1.000 2.121 1 o, Concrete Pryout Strength of Anchor lo Shear (Sec, 17,5,3) ;vcpg = ;kcpNcbg = ;kcp(A11cl ANco) 'l'ec,N'l'oct,N'l'e,N'l'cp,NNb (Sec. 17.3.1 & Eq. 17.5.3.1b) 72112 0.70 Vbx (lb) 57225 0.70 S-1 0 l Date: I 11/20/2020 I Page: I 5/6 ;Vct,gy (lb) 23866 ;Vct,gy (lb) 25702 kcp A11c (ln2) ANco (ln2) 'l'ec.N 'l'od.N 'l'c.N 'f'cp,N Nb (lb) ;Vcpg (lb) 2.0 280.56 95.06 1.000 1.000 1.000 11. Results Interaction Qf Itnsne and Shear Forces (Sec, 17,6,) Tension Factored Load, Nue (lb) Steel 1391 Concrete breakout 2782 Pullout 1391 Shear Factored Load, v .. (lb} Steel T Concrete breakout y+ II Concrete breakout x- Pryout Interaction check Sec. 17.6 .. 1 0.40 1825 7300 3650 7300 vue1;v. 0.00 Design Strength, raNn (lb) 13448 7034 3639 Design Strength, raV. (lb) 5130 23866 25702 26029 Combined Ratio 39.5% 1.000 Ratio 0.10 0.,40 0.38 Ratio 0.36 0.31 0.14 0.28 5/8"0 SS Strong-Bolt 2, hnom:3.875" (98mm) meets the selected design criteria. 6299 0.70 26029 Status Pass Pass (Governs) Pass Status Pass (Governs) Pass Pass Pass Permissible Status 1.0 Pass Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility, Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON Strong-Tie 12,Wamlnas Anchor Designer™ Software Version 2.9. 7376.2 S-11 Company: Mivamoto Intl. I Date: 111/20/2020 Engineer: MLG I Page: I 6/6 Project: BeckmanCoulter Containment Pit Address: Phone: E-mail: -Minimum spacing and edge distance requirement of 6da per ACI 318 Sections 17.7.1 and 17.7.2 for torqued cast-in-place anchor Is waived per designer option. -Designer must exercise own judgement to detennine if this design is suitable. -Refer to manufacturer's product literature for hole cleaning and Installation instructions. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 11/10/2020 U.S. Seismic Design Maps OSHPD BeckmanCoulter Containment Pit 2475 Faraday Ave, Carlsbad, CA 92010, USA Latitude, Longitude: 33.1364438, -117.2689814 Skatepark9 Concentra Urgent Care Beckm ... oulter, Inc ◊ 9 Alphatec Spine :f q,~.; 9 f:araday /:>. r:. o.,.. 9 c1re1,x -~,., FedEx Ship Center 0, -1 v;. ,, ve <>: Go gle Date Design Code Reference Document Risk Category Site Class l'lfpa Value Ss 0.954 s, 0.35 SMs 1.145 SM1 null-See Section 11.4.8 Sos 0.764 S01 null -See Section 11.4.8 l'lfpa Value SDC null -See Section 11.4.8 Fa 1.2 fv null-See Section 11.4.8 PGA 0.416 FpGA 1.2 PG~ 0.499 TL 8 SsRT 0.954 SsUH 1.056 SsD 1.5 S1RT 0.35 S1UH 0.383 S1D 0.6 PGAd 0.5 CRS 0.904 https://seismicmaps.org Rouleur Brewing ft CompanyT Description " .g 0 11/10/2020, 8:31:28 AM ASCE7-16 II D-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 Site ampllflcatlon 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% probability of exceedance in 50 years) spectral acceleration. Factored deterministic acceleration value. (1.0 second) Factored deterministic acceleration value. (Peak Ground Acceleration) Mapped value of the risk coefficient at short periods Map data ©2020 1/3 ~~" KLAUSBRUCKNER \\l AND ASSOCIATES January 7, 2021 Darcy Davidson, Assistant Fire Marshal Carlsbad Fire Department 2560 Orion Way Carlsbad, CA 920 I 0 RE: Beckman Coulter -2470 Faraday Ave., Carlsbad, CA 92010 2495 Tnadun Road, Suite 205 S.. Diego, CA 92106 Tel: (819) STT-2004 Fax: (819) 6TT•2- Clarification and/or Addendum to Section 4.1.4 .2 of the Hazardous Materials Report ( Dated November 20, 2021 /Revision 2.3) Dear Ms. Davidson On behalf of Beckman, we are proposing the following addendum and clarification to the sprinkler requirements in Section 4.1.4.2 as it pertains to fire sprinkler density requirements and standpipe for the Existing Standalone H-2IH-3/H-4. Based on the report, there are currently the following design densities proposed in Section 4.1.4.2: ACIDS ZONE; The following sprinkler system protection shall be provided in accordance with CFC 6304.1.2, NFPA-13 [2016 Edition] and NFPA 400 [2016 Edirion]for Oxidizer 2 Liquids: • Design Density must meet rhe higher of the two denl·ities; o NFPA-/3 Extra HaZ11rd Group 1: 0.4 gpmj/1 over 2,000 Jt1 or building area using high remperature sprinklers o NFPA-400 Table /5.3.2.3.2.IO(B): 0.2 gpmift1 over 3. 750fl'or room area • Hose Srream: 500 gpm Smoke Detection: Per CFC 907.2.5, an automatic smoke detection system shall be installed for oxidizers in accordance with Chapters 63 of the California Fire Code. NOTE: Due to the non-separated use requirements of CBC 508.3, the entire srructure shall be protected with smoke detection system in accordance with Section 907.2 and 907.2.5. CAUSTICS and HAZARDOUS WASTE ZONES: The following/ sprinkler system protection shall be provided in accordance with NFPA- 13 [2016 Edition]: Extra HaZ11rd Group 1 • Design Density: 0.4i2,000 or building area using high temperature sprinklers • Hose Stream: 500 gpm Beckman Coulter 2470 Faraday Ave, Carlsbad, CA 92010 Clarification andlor Addendum to Section 4.1.4.2 of the Hazardous Materials Report (Dated November 20, 2021/Jtevision 2.3) January 7, 2021 Page 2 of3 FLAMMABLE ACIDS & FLAMMABLES ZONE: Conditions: • Maximum Storage Height: .Sc 5 '-0" • Palletized Floor Storage • Flammable & Combustible Liquids: o Flammable 1-B & 1-C Liquids: 682 gallons • l 6 gallon Mela/ Containers • 55 gallon Metal Drums o Combustible II Liquids: 31.5 gallons • 4 liter Glass Containers o Combustible III-A Liquids: 91.5 gallons • 4 liter Gla.<s Containers • 55 gallon Plastic Drums [Formaldehyde] o Combustible III-B Liquids: 204.8 gallons • 500 ml and 4 liter Glass Containers • 20 liter {5.284 gallons] Metal Container • 55 gallon Plastic Drum {Ethylene Glycol] The following sprinkler system prolection shall be provided in accordance with CFC Table 570./.3.6.3(4) and NFPA 30 [2018 Edition] Table 16.5.2.2 • Please nole that 1he codes do not exactly match each of the above conditions for the type and size of containers for each of the differenl hazard classes; therefore /he following sprinkler requirements have been based on 1he most conservative designs that mos/ closely ma/ch the conditions above. Requirements: • Minimum Design (whichever is greater): o CFC Table 5704.3.6.3(4): 0.25 gpm;f/1 over 5,000/i1 or room area o NFPA-30 Table 16.5.2.2: 0.4 gpmlft2 aver 3,000jl1or room area • Standard Response, High Temperature, upright or pendant heads • Maximum coverage area I 00 fl1 • Hose allowance: 500 gpm • Minimum duration: 2 hours • Class II Standpipe Since the entire building itself is only 2,194 sq ft a density of 0.4 gpm/ft-2 over 2,194 ft2 plus (using high temperature sprinklers and a minimum K-11.2 sprinklers with maximum spacing of I 00 ft2 per sprinkler) is the most demanding design density proposed. Additionally, based on CFC Table 16.5.2.2 (footnote a) the above density of 0.25/5000 is based on Class II standpipe (see attached section). The design area of 0.25/5000 must be increased by 30% if Class I Standpipe is used. Since the entire building is only 2,194 ft2, we are requesting to install a Class I Standpipe since the 30% increase in design area is not relevant to a small building such as this. Beckman Coulter 2470 Faraday Ave., Carlsbad, CA 92010 Clarification andlor Addendum lo Section 4.1.4.2 of the Hazardous Materials Report (Dated November 20, 2021,Rcvision 2.3) Janua,y 7, 2021 Pagel of3 If you have any questions or need additional information, do not hesitate to contact us at 619-677- 2004. Sincerely, Klausbruckner & Associates Inc. Elley Klausbruckner, PE Fire Protection Consultant By way of my signature, Beckman Coulter agrees to meet the storage conditions required and specified in this letter. 'M (ch~ ~-:so~_ (Sign & Print Name & Title) f«-'-' /.-1,tS }10..,._;6:Jer ~ .. I i i . ; ' ' t ' . !: ~ TABLE l'l'OU,1.3(4) A UT OMA TIC SPRINKLER PROTEC11ON FOR SOUD-PIL! AND PAU.E11Zl!D STORAGE OF UQUIDS IN Ml!TAL CONTAINERS AND PORTABLE TANKS• ,_ --1101WR! COIIDlllON8 -.ING---_,.,. -DUIIA11011 . -11011 -----·-= _,,.... -----~IIQuld ~---;,ti, ... _, Hfgfllsel .. ,_.. Onllmtry-'""""'!NII """' ""'"'"' ..,.._ ap,tnkltta ·-5 gallons or Jess. with or without cartons. palletized or 0.30 3.000 S.000 100 750 2 solid pile., ·-IA 'aml8iners greater than 5 gallons. on end or side. 7S0 : 0.60 S.000 8.000 80 . palletized or solid pile . -5 gallons or less. with or without canons. palletized or 0.30 3.000 5.000 100 IB, IC and II solid pile" soo 2 Conmiuers gtaterlhan 5 gallons on palletlor solid pile, 0.25 5,000 8.000 100 one high II Containers greater 1han S gallons on pallets or solid pile. 0.60 5.000 8.000 80 750 2 more than one high. on end or side 1 ·-m. IC and II Portable !Inks, one high 0.30 3,000 SJJOO 100 soo 2 «•~-·-0.60 5.000 8,000 RO 750 2 111 Portable tanks. two high 5 gallons or less. with or without cartons. palletized or / 5.000 120 500 I I 0.2S 3.000 solid pile . \ -+ .. Containers greater thins glilons cm pallets or solid pile. I 0.25 3.000 5.000 120 soo I on end or sides. up to three hiah .. -Ill C~ntainers grealer than S gallons. on pallets or solid 3.000 5.000 100 750 2 pile. on end or sides. up to 18 (eet high 0.35 --. Ponable tanks. one high 0.25 ·3.000 5,000 120 soo I Ponable tanks. two high 0.50 ' 3.000 5.000 KO 750 2 For SI 1 foot 304 8 mm. 1 gallon"" 3 78S L. I squatc foot· 0 0929 lff. I gallon per minute"' l 715 Um, I piton per mmute per 1quare foot"" 40 75 Vmm/m·' a. 1 ~< vesrgn area eon1emplates the mt' of Cle II standptpe systems Where Clau l standpipe systems are used. lhc sea or apphcauon shall be 1ncreaRd by 30 pcreenl .,,.dhou, m-1sn11 density . b for ,1orage heights above 4 f«t or ceitna he1gMs grealff lhln 11 (eel an approved engmeenns design shall be provided m accordance Wtth Sect"'" l(l4 7 2 i ~ I ~ ; FIRE SPRINKLERS: UPGRADE SPRINKLERS TO MATCH REPORT FROM KLAUSBRUCKNERASSOCIATES DATED 10.30.20 UNDER SEPARATE PERMIT EXHAUST CALCULATIONS: NATURAL VENTILATION EXITING (H2): TOTAL OCCUPANTS 4.4 ~tiWf.W..FRfl\AL ~ ....... , /....,..._"""'"""' ......... NlW'¥-tr~,-cr~WJ ~ ._..,TSTO,.,..,TCH ""'") 7 ·--::.._ • .,.,_, " ---=OCATtO) ACX. COfrtCflET'E:a.RBWID"OXVo:».TINCi (TYP.) ------~~~~~TOOF ..,.,....,""" -----CMUWAU. TRAVEL DISTANCE 100' MAX. COMMON PATH 25' MAX.= 2 EXITS CMUWAU.N~NI/D cowu,.,,..,. ______ _ 1. ACIO (STORAGE AREA #1) -201.6 SF ____-~,vmOIEROEHCY __ .,._ 2. FLAMMABLE ACID (STORAGE AREA #2) -201.6 SF ~ CUNN«> FNSHWflEPCXY ----- 00$QrilGt'WIIJl"fio'ollifOA ''"'""' 3. FLAMMABLE (STORAGE AREA #3) -403.3 SF 4. CORROSIVE (STORAGE AREA #4) -396.6 SF 5. HA2 WASTE {STORAGE AREA #5) -201.6 SF 14'--0' .. >~-~;-";::,;·.:1:r~~~ ~SECTION (PITSIZE:14'.0-x6'.0-) CONTAINMENT AREA CALCULATIONS: LARGEST VESSEL 20 MIN. FIRE SPRINKLER WATER TOTAL REQUIRED CONTAINMENT EXISTING CONTAINMENT VOLUME CONTAINER DISPLACEMENT (50%) PROPOSED CONTAINMENT TOTAL CONTAINMENT 264 GALLONS 3,184 GALLONS 3,448 GALLONS 1,424 GALLONS -712 GALLONS 2,932 GALLONS 3,644 GALLONS NOTE: CONTAINMENT AREA AND STORAGE AREAS ARE EPOXY FINISH -----000,- ,. ___ NEWFR~IA«9C EXIT«.!) ~--N£W3'4'• .. -ll"<>wNLNtGo\Tt: ...::::i--WI It.ATS TO M410t EICIS'11,,,IG WI PANCHW ITEMS NOT INDICATED AS NEW ARE EXISTING. 0 ~~ ... H3/H4 STORAGE n~ LJ-Lj ~tv, - b~ ---+-----E)QSTINQ91.0PUICOJrfTA1~£HT 0 ¾I I / ---... e ~ ' 0 ~~! ... H3/H4 CONTAINMENT n~ l .... ri_J 9C,lrt.fur-,·-r -~ ....... ~ /-::=::= "~ " /~~ .,._ ..... LOW...,,. ,,. +-~ ..,..........,... 0Fl'ITWI~ I / DHroPEftfOAIIEOCH:Wtr ~\lllt4Etll'IT"ll..l----- WHIOt!OIKlwm1 __ ,,. ______ _ ~ I\ I..!::: N£W...,.,._..,_,w. """"""""'' RCJU.•l#'DOOf!.LOO(EOf\l -- ITEMS NOT INDICATED AS NEW ARE EXISTING. 0 ~~-;'ESLUDGE BLDG n~ ' . ~· ICM.f;U9"•1' ... " ~~WITH ______ _ 0 ~~;'ESLUDGE CONTAINMENT n~ ~· sc,u:, .... , ... FIRE SPRINKLERS: UPGRADE SPRINKLERS TO MATCH REPORT FROM KLAUSBRUCKNER ASSOCIATES DATED 10.30.20 UNDER SEPARATE PERMIT EXHAUST CALCULATIONS: 1. ONE EXHAUST FAN TOTAL 1,000 CFM. CONSTANT VOLUME ON EMERGENCY GENERATOR, 1.36 CFM/SF. EXITING (H3): TOTAL OCCUPANTS 1.5 TRAVEL DISTANCE 150' MAX. COMMON PATH 25' MAX.= 1 EXIT DEC O 8 2020 C ITY OF CARLSB BUILDING DIVISI CONTAINMENT AREA #1 CALCULATIONS: \!! i I L,ij 11~'i u a~§ r~.::-.. ~ g!; gi!l~ ~.u ..,, •II"''""~ O .. ~lflU •"•lliCII a::. ~ LU o ~ ~ ~ :) 0.. ~ -~ 0 l!) <( !: U ~~~ z ~i~ <( u..:u L ~~i sz a: .D u 5 ~ LU ., co u R.e.iision Dllta ~ "ZS, "'"'°"" LARGEST VESSEL 20 MIN. FIRE SPRINKLER WATER TOTAL REQUIRED CONTAINMENT 1,346 GALLONS ....,.. 1 584 GALLONS o.sw, °"""""""1 2,930 GALLON :~ EXISTING CONTAINMENT VOLUME CONTAINER DISPLACEMENT TOTAL CONTAINMENT 4,714 GALLON -200 GALLONS 4,514 GALLON NOTE: CONTAINMENT AREA AND STORAGE AREAS ARE EPOXY FINISH Pem-oSet 0.-Set °'"""'CO... 11.02.20 Oed<II)' ML o,_,e, Sal, Job--- NH 10051.TSO A2 Hazardous Materials 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 Coutter John W Robbins 7604386317 Proif,ct Address Cl1y Zip Code APN# 2470 Faraday Ave Carlsbad I State CA 920107224 209-041-26-00 Applicant Applicant E-Mail Applicant Telel)hone # Julio J Giannotti figiannotti@beckman,com 7604386317 The following questions reprNOht the facllltya actlvfflea, NOT 1he epecfflc protect description. PART t· FIRE DEPARTUENT-HAZARDOUS NETERIALS DIVISION; OCCUPANCV C! ASSJflCATIQN:(Nat required for projects within the Qty of San Diego.) Indicate by selecting the ttem, whether your business will use, process, or store any of the following hazardous materials. If any of the items are selected. Applican1 must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: H-oceupancy □ Explosive or Blasting Agents !l!: Compressed Gases I& Flammable/COmbustible Liquids rE Flammable Solids i.K, Organic Peroxides (it; Oxidizers o Pyrophorics lE Unstable Reactives Faclltty'e Squere Footage (including proposed project): 131#8 I& Water Reactlves lat Corrosives 0 Cryogenics @ Other Health Hazards t¥I Highly Toxic or Toxic Materials □ None of These □ Aadioactives PART H· SAN DIEGO COUNJY QEPABJNENT OF ENVIRONMENTAL HEALTH· H&7A800US MAJE RIALS DIVISION lHMD)~ the answer to any ot the questions is yes, applicant must contact the County of San Diego Hazardous Materials OMsion, 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. Project Completion Date: :n 1 :2021 1. 2. 3. 4. 5. 6. 7. 8. YES NO ;:g; a "' 0 " 0 "' 0 0 Iii 0 Iii 0 Iii 0 Iii 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? wm your business handle carcinogens or reproductive loxins In any quanlity? Will your business use an existing, Of install an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? Will your busine&& use or install a Hazardous Waste Tank System (TIiie 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? (California's Aboveground Petroleum Storage Act). 0 0 0 CalARP Exempt CalARP Requited CalARP Complete Review Date: PART HI; SAN DIEGO COUNTY AIR POLLUDON CONTROL PJSIBICI fApcD); ti the answer to Question #1 is 'Yes' and the answer to Question #2 is 'No', the appticant must contact the APCO prior to the Issuance of a building or demoUtion permit. If any answer to Questions #3, 414, or #5 is 'Vti', 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 1 O working days prior to commencing demolition or renovation (some residential projects may be exempt from the notification requirements). Contact the APCO at 10124 Old Grove Road, San Diego, CA 92131 or telephone (858) 586-2600 tor more information. 1. 2. 3. YES NO l!:! a W~I any existing building materials be disturbed as part of thls project? (H the answer Is 'Yes', an asbestos survey may be required.) iE1 □ Has a survey been performed to determine the presence of asbestos containing materials? □ Iii Will the poject involve handling or distul'bance of any asbestos containing materials? □ Is Wdl the project Involve the removal of any load supporting struc:lUl'al member? •• 5. 0 Iii Will the subject facility or construction ac:1Mtiea include operations or equipment that emit or are capable of emitting an air contaminant'? (See the APCD tactsheet at httµ:!/Www ::.dapc.d.org1info:'facta>ipermits.pd! 6. 0 (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 h1p:ltwww.okca gov/re/sd/for public and private &choots or contact the appropriate school district. Briefly describe business activities: Briefly describe proposed pro)ect: ln--vttro diagnostics Sprlnkler upgradee and splU containment construcUon I declare under penalty of perjury that to the best of my knowledge and belief, the responses made herein are true and correct. Iii; Fees Acknowledged: Iii! John Robbins 11/5/2020 Name of Owner or Authorized Agent Date FOR OFFICIAL USE ONLY FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: ey, DATE: EXEMPT OR NO FURTHER INFORIIATION REQUIRED RELEASED FOR BUILDING PERMrr BIJT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMO APCO APCO S KhaLd A. laze Flores • A stamp in this box mt!y: exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. OEH HMO Plan Checi<, Questionna1rev1.2 (10/2015) Prin1ed on,-1n12021 @ 1:23 PIJ .6. COFFMAN .A.ENGINEERS RECEIVED DECO 8 2020 C/Ty OF C l"lUILOING 6RLse,.,o iv;s,o,J November 10, 2020 Mark Langan SCA Architecture 13280 Evening Creek Drive S. Suite 125 San Diego, CA 92128 Subject: Review of Virtual Building Plan for the facility located at 2470 Faraday Ave, in Carlsbad, California. Dear Mark, Coffman Engineers has reviewed the virtual building plan dated 11/02/20 for compliance with the area allowances for unlimited area buildings containing Group H occupancies. The plans were reviewed for compliance with the applicable provisions of the 2019 edition of the California Building Code (CBC). The virtual building consists of a series of primarily warehouse structures that are treated as if they are part of a larger overall structure, the virtual building. The structures are all Type IIIB construction and all building areas, as defined in CBC Chapter 2, are provided with automatic sprinkler system coverage, including the canopies attached to the structures. Taken as a whole, the virtual building has 60-foot side yards. As such, the virtual building complies with CBC Section 507.5 for an unlimited area building permitted to be up to two stories in height that may contain primary Groups B, S, and F. The building is permitted to contain accessory occupancies in accordance with CBC Section 508.2 as permitted by CBC Section 507.1.1. The building is also permitted to contain Groups H-2, H-3, and H-4 occupancies in accordance with the requirements and limitations of CBC Section 507.8.1. CBC Section 507.8.1 limits the aggregate floor area of the Group H occupancies to 10 percent of the area of the building. Additionally, the area limitations in CBC Section 506 for the specific Group H occupancies must be met for the construction type. The Group H occupancies on site consist of a mix of Group H-2, H-3, and H-4. For this analysis, occupancy areas are classified as the most restrictive of the mixed occupancies. Therefore, Group H-3/H-4 are treated as H-3, and Group H-2/H-3/H-4 areas are treated as Group H-2. The Group H areas are either separated by physical distance or a fire-rated barrier from the other structures. Based on the above parameters, the Group H-3 areas collectively comprise 9,658 square feet while the Group H-2 areas comprise 2,667 square feet. Area limitations of Group H-3 for Type IIIB construction by CBC Table 506.2 are 13,000 square feet. Area limitations of Group H-2 for Type IIIB construction by CBC Table 506.2 are 7,000 square feet. Therefore, the Group H-2 and H-3 areas both comply with the occupancy based area restrictions of CBC Section 506 as required by CBC Section 507.8.1. Together, the Group H-2 and H-3 comprise 12,325 sf. The aggregate area of the remaining structures is 149,082 sf (this is less than the area 14'i" Fr::ize<: Ro;:;d, Suite S~,(· ' San lh•µ;,, CA 9210b q,,,nt· ( 1?.2J2.4f:7:,· www.cotfman.com > .... -0 November 10, 2020 Page 2 encompassed by the virtual building perimeter). Based on these areas, the Group H area is ~7.6% of the structure area, which complies with the area limitations of CBC Section 570.8.1. An additional limitation on Group H areas is that the allowable area is reduced to 25% of the value specified in Table 506.2 when the Group H occupancy is not located at the perimeter of the building in accordance with CBC Section 507.8.1.1. The purpose of this additional area limitation is due to the difficulty of occupants exiting the high-hazard area and fire department personnel accessing the high-hazard area in the event of a fire. The Group H areas are either standalone structures or are located on the perimeter of another structure. Therefore, although the Group H occupancies are not located on the perimeter that defines the overall virtual building, their location is considered to meet the intent of CBC Section 507.8.1.1 due to their locations being separate from other structures or on the perimeter of other structures. In summary, the area limitations for Group H-2, H-3, and/or H-4 occupancies within unlimited area buildings are considered met in accordance with the applicable provisions of CBC Section 507. Please contact David Phillips of Coffman Engineers at david.phillips@coffman.com with any questions or concerns regarding this analysis. Sincerely, COFFMAN ENGINEERS, INC. David Phillips, PE Senior Engineer, Fire Protection Engineering. www.coffman.com