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Home My WebLink About2251 FARADAY AVE; 150; CBC2022-0066; PermitBuilding Permit Finaled Commercial Permit Print Date: 05/03/2023 Job Address: 2251 FARADAY AVE, # 150, CARLSBAD, CA 92008-7209 Permit Type: BLDG-Commercial Work Class: Parcel#: 2120610400 Track#: Valuation: $10,000.00 Lot#: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check It Description: ABBOTT: EMERGENCY GENERATOR REPLACEMENT Applicant: C2 BUILDING GROUP 107 S CEDROS AVE, # STE 220 SOLANA BEACH, CA 92075-1994 (858) 232-0213 FEE BUILDING PLAN CHECK Property Owner: FARADAY PROPERTY LLC 11444 W OLYMPIC BLVD LOS ANGELES, CA 90064 BUILDING PLAN REVIEW-MINOR PROJECTS {LDE) BUILDING PLAN REVIEW -MINOR PROJECTS (PLN) ELEC: GENERATOR OVER 100 kW FIRE Special Equipment (Ovens, Dust, Battery) SB1473-GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -COMMERCIAL (SMlP) Tenant Improvement Total Fees: $1,547.45 Total Payments To Date: $1,547.45 Permit No: Status: {Cityof Carlsbad CBC2022-0066 Closed -Finaled Applied: 02/28/2022 Issued: 05/03/2022 Finaled Close Out: 05/03/2023 Final Inspection: 05/01/2023 INSPECTOR: Renfro, Chris Balance Due: AMOUNT $312.65 $194.00 $98.00 $481.00 $458.00 $1.00 $2.80 $0.00 Please take NOTICE that approval of your project includes the "l mposition" 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 ta attack, review, set aside, void, or annu I 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 r ( :i tv (r[ C,1rlslJc1d COMMERCIAL BUILDING PERMIT APPLICATION B-2 l'Lm ll1,·rk (/'-~~,..4~)-{ __ :[14:-fr'.· Job Address 2251 Faraday Ave, Carlsbad CA 92008 Tenant Name#: Abbou l<apid Diagno!itics 1_,;1, V<Jli.w Suite: APN: 21;1.061-04-oo ----- Lot#: 010330 Lot 7 Year Built: ----------- Year Built:_~-Occupancy: 8, r-1~_ Construction Type:_11_1-R_~ n1mx Dl'SCR1P·1101\1 or wrnuc EMEt{GENcY GENrnAToR HF:P1Acr:Mrn1 REFEH TO PREVIOUS PERMIT II: CBC2021-0261 Fire sprinklers:0YESQ NO A/C:o,'YESQNO 0 Addition/New: _____________ New SF and Use, ____ _ New SF and Use --~----SF Other (SpccifyL~-~-SF Deck, SF Patio Cover, OTenant Improvement: _______ SF, -~~~SF, Existing Use: ________ Proposed Use:-----~- Existing Use: Proposed Use: ______ _ Ii] Other: EMERGENCY GENERATOR Rl=PLACEMENT & SLAB EXTENSION TO ACCOMMODATE NO PROPOSED CHANGE IN USE. PRJ i\flt},RY APPL!CAI\JT Name: Andy Darragh Address; ,1499 Ruffin l~oad, Suite /1300 PIWPERTY OWNrn Name: Biosite lncorpornled Address: 9975 Summers Ridge l~oad City: San Diego State:_c_A __ Zip: 92123 City: San Diogo State:_c_A_ ..... Zip: 92121 Phone: 619-252-4226 Phone: Bss-sos.2124 Email: sseimer@fparch.com Email: _____________________ _ Dl'.SlGi\J PiWFESSION/\l COf\JTRACTO[{ OF f<ECOl{D Name: Andy Darragh Business Name: C2 Building Group -----~------------Address: 4499 Ruffin Road, Suite 300 Address: 107 S. Cedros Ave, Suite 220 City: San Diego State:_c_A __ .Zip: 92123 City: Solana Beach State:_c_A __ Zip: 92075 Phone: 619-252-4226 Phone: 858-354.0911 Email: sseimer@fparch.com Email: james@Obuildinggroup.com Architect State License: c 24431 CSLB License#: 996486 Class: B ------------------------------- Carlsbad Business License# (Required): BLOsooasso-09-2018 APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws re I a ting to building construction. NAME {PRINT): Andy Darragh i · '.i· , 02/22/2022 SIGN: ------------DATE:------- 1635 Faraday Ave Carlsbad, CA 92008 Ph: 160-602-}.719 Fax: 160-60l•8558 Email: Building@carlsb~dca.gm, REV. 10/21 THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER:~~~~~~~ A BUJLD!NG f'EnMll C/\N BE l',SIJU) TO !Jlf llJt /\ ~; IAIT LICU\l'1FD cor~ ITi/W!(m (JR!\ iir:orun Y OV\11\IHL ti Ii !i l'I w;OI\! SIGNII\JG TIHS FOHJVI lS AN !\GENT FOH [ff! Irn [NTlW f\i,J /.\U fl lOHllAI [O!\l HlrU\/1 OH u.·1 l rn IS l{LflUlflLf) l'Hl()H l() PERIVllT ISS\Jf\l\lCF. rr (OPTION A)= I.JCEI\JSEDCOf\j"f'Ri\CH)ll DECl/\f{~;.ltWJ; · -· -· · , · · ~ I hereby a[ firm underpenaltyof perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000)of Division 3 fl of the Business and Professions Code, and my license is in full force and effect. I also affirm underpenaltyof pe1juryoneof the ~ foil owing declarations (CHOOSE ONE): 0 _ DI have and will maintain a certificate of consent to self-insure for workers' compcmation provided by Section 3"/00 of the Labor Code, for the performance of the jj ti •1' M work which lh1s permit is issued Policy No._____ ___ _ ____ ___ _____ _ ____ --•--·----l, It -OR-Ii [i ■ I have and w1\I mamtam workers compcnsallon. as required by Section 3 /00 of the I abor Code, for the performance of the work for which this permit 1s issued, G fl My workers' compensation insurance carrier and policy number are-lnsuranceCompany Name: Travelers lnSllr.ance -·· ___________________ \: Ii: Policy No. _ _lJ_B-2S741662-21-26-G Expiration Date: _06/18/2022 ____ -____ I ! -OR-i: fi O Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become (l !l subject to the workers' compensation Laws of California. WARNING: failure to secure workers compensation coverage is unlawful and shall subject an employ~, to )! U criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Cade, !! f: interest and attorney's Ices. :) !~ !'1 ~ COI\JSTIWCTION LENDING AGU\JCY,ff /\i\lY: j: ;, I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec 3091 (i) Civil Code)_ \! r' Lender's Name:_~~--~~-_____ _ _____ lender's Address:. :/ f ll CQNTRJ\CTOR CERT/Ff CJ\ T/ON; The applicant certifies that al/ dawmen/s ond pion, cJearly and occurotely show all exi,t,ng and propo;ed burl dings, structures. access mads, and utilities/utility eoscrncms. 1111 proposed m-od1ficotions. and/or addftioM ate cfeo,Jy lribeled on t/ie site plan. Any potetitially e opproved for cm1str11ction ond mny be required to be altered or removed. The city'"s opprovol of the opplicatian is bused on t dtmem•ons -of, the property, buifdmgs, :, trvdifre.s Qnd t~eff set bucks from property lines and from one another; access rood5/, a.i statt"d i-s tme and correct; a// ease-men ts ond other encumbrance~ to development hove beer, occvrotely 5hown and labeled ex;.sting un the-property Wl!te completed tli -accotdcrnce with o/J te-gv!Qt1on5 m ex1stenc~ at the rune of therr constwction, unless othe-rw,se noted ~ NAME (PRINT): Kevin Stamer SIGNATURE:_L-.~~~=-------DATE: 04127/2022 !! : ~', ~~~~~,_~~~~~~~:~~:~,~:~:~~:~:~~-~s,~~~:u~~o~~~~~,~.:c.~t for the c,o~~.Ttor,;;~;l,dcr!:t!~~'~,'.~ .. •v•,,_ .. ,"''' ,• "u, ,., . , .. . ,. ~,,.,c '. :., fl {OPTION B}: OWNER-BUILDER [1_ECLA!Y}I!ON: ·-~ ~ 1 I hereby affirm that I am exempt from Contractor's License Law for £he following reason: :1, D I, .,s 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 Ir, wor!, himself or through his own employees, provided that such improvements are not intended or offered for sail', If, however, the building or improvement is sold [i 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). 1., -OR-I ' ~ 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: l he 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 rl pursuant to the Contractor's License I aw}. ;! lJ -OR-1 I □~::,"'"'"""'" ,.,,;acs; aod P,orcss;oos Code o;,;,;,., ,, °"''"' o, M:, foe'"'""""' _ __ _____ ____ __ _ _ -------•-----1 I O FORM B-61 "Owner Builder Acknowledgement and Verification form" is required for any permit issued to a property owner. H !! By my signature below I acknowledge that, except for niy per5onal residence in which\ must have resided for at lea5t one year prior to completion of the t/ ~ in1provernents covered by this permit, I c,111110\ legally sell a ;tructure that I have built as an owner-builder if it has not been constructed in its entirety by license cl ~. Jl contractors, I understand that a copy of the appl icoble law, Section 7014 of the Business and Professions Code, lsavailabteupon request when this application is ~ t! submitted or at the following Web site: http;/ twww,leginfo.ca,govlcotaw.html. ; ijl' OWNER CERT/FICA T/ON: The applicant cerlifies that all document, and plans dearly anti accurately sltow all e,isting and proposed buildings, structures, occell roads, and uW,t,es/uti/ity H · casemeors, All proposed modifications and/or additions are clearly labeled on the site p/an. Ar,y potentially ~1<isting detail within these pluns incon,istenl with the site plun ore not approved for f,.: construction and may berequired to be altered or removed. The city', approval oftl,e opplicolion is bated on the premise lhot the submitted documents and p/ons show the correct dimensions of; ii ij the ptoperty, bulfdings, structures and their setbocks from properly lines and from one another; access roads/eosements, and ur,1/ties. The existmg and proposed use of eoch building as stated is true ft Md correct; all easements and other enwm/Jronces to development have been accurately shown and /ubeled as we// as oil on-site grodingjs,te preparation. All improvement, exi<ting on tl,e property I ::::•;:::):• •"" •• """""oo•" '""-" ,,. "=of'""' ="•:::•ss "~••• oo<-' DA TE:----------!] M Note: It the person signing above is an authorized agent for the propl!rtv owner include form B-62 signed by property owner. ij P-~-,e-c...,i:.;'.:,.,':\!';::1«f",.'":(,l~!".;.'~.~~:; c;·;~~~;)Oi,:'4"'.;1~::r ~:;.,ff;:-;-::-:,1~~:.:,,.."'-r,.:,;._"'.': ;i·;!i,¼'P/, ,:r,-,r~.,;;~r;.:.tt!;1!f"fo~;-!'.;.;::·.·:rt,7;;::.:.."":'.£r.,;~;-.;'.,".~·1.·,...-.:-t:~;n::;::-_:::l'::t·-•~-;c.:,;-'.1(r.,•f11.;1',t,.'3li,i~!''r.'.f'.&c•-ir-.: .. ;1,~,~;ir,;,..,._.tt,t,:;!".~:;.1..-.•~:~.ff:;:.:;r.:":l;'~X1l,!'t.'1",k'IM~ ... J;._~ ,:..:--:•'"•"..:., .... '!.'::: .. -.~·,:.:.~,,,_I 1635 Farnday /we Carlsbad, CA 92008 Ph: 760-602-Z"/19 Fax: 760-602-8558 Email: Building@carlsbadca,gov 2 REV. 10/21 Building Permit Inspection History Finaled {City of Carlsbad PER"'1IT INSPECTION ~ISTORY for (CBC2022-0066) Application Date: 02/28/2022 Owner: FARADAY PROPERTY LLC Permit Type: BLDG-Commercial Work Class: Tenant Improvement Issue Date: 05/03/2022 Subdivision: CARLSBAD TCT#81-10 UNIT#01 Status: Closed -Finaled Expiration Date: 10/30/2023 lVR Number: 38968 Address: 2251 FARADAY AVE, # 150 CARLSBAD, CA 92008-7209 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 04/10/2023 04/1012023 BLDG-11 207 494-2023 Passed Chris Renfro Foundation/Ftg/P iers (Rebar) Checklist Item BLDG-Building Deficiency NOTES Created By Angie Teanio COMMENTS Partial pass on extension of pad for larger generator. Special inspection report collected. TEXT 760-685-6124 Wayne 05/01/2023 05/01/2023 BLDG-34 Rough 209583-2023 Passed Chris Renfro Wednesday, May 3, 2023 Electrical Checklist Item BLDG-Building Deficiency NOTES Created By Becky Falk COMMENTS TEXT PJ 916-712-8634 BLDG-Final Inspection 209653-2023 Passed Checklist Item BLDG-Building Deficiency BLDG-Structural Final BLDG-Electrical Final COMMENTS Chris Renfro Complete Passed Yes Created Date 04/07/2023 Complete Passed Yes Created Date 04/28/2023 Complete Passed Yes Yes Yes Page 1 of 1 A Universal Engineering Construction Testing & Engineering, Inc. Sciences Company Inspection I Testing l Geotechnical 1 Environmental & Construction Engineering I Civil Engineering I Surveying City of Carlsbad INSPECTION REPORT APR 1 0 2023 PAGE 1 OF 1 RECORD COPY GTE JOB NO. 4810.2300068 BUILDING DIVISl~~ORT NO. PROJECT NAME Abbott Generator Expansion 23-005 INSPECTION MATERIAL IDENTIFICATION ADDRESS 2251 Faraday Avenue □ CONCRETE CONC. MIX NO. & lb/in2 Carlsbad, CA 92008 ~ REINF. STEEL GROUT MIX NO. & lblin2 ARCHITECT □ MASONRY MORT AR TYPE & lb/in2 ENGINEER □ PT CONCRETE REINF. STEEL GR/SIZE CONTRACTOR C2 Building Group □ FIELD WELDING STRUCTURAL STEEL OTHER D&D Concrete □ SHOP WELDING HIGH-STRENGTH BOLT INSPECTION DATE 4/7/23 □ BATCH PLANT MASONRY BLOCK PLAN FILE/OTHER ~ EXP.ANCHOR OTHER BLDG. PERMIT/OTHER □ OTHER MATERIAL SAMPLING 0 CONCRETE 0 MORTAR 0 GROUT 0 FIREPROOFING O MASONRY BLOCK 0 REINFORCING STEEL 0 STRUCTURALSTEEL 0 BOLTS O OTHER INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE-INSPECTION, TESTING, OR OTHER PROJECT ISSUES. Arrived on site as requested. Verified compaction of bottom of footing for the generator pad expansion area. Native material was compacted using a whacker and probed firm and unyielding, indicating sufficient compaction was achieved. Verified epoxy holes were cleaned and drilled to proper depth. Observed installation of #5 bars at 12" o/c top and bottom, with 6" embed, using Simpson Set-3G epoxy (ICC-ES ESR-2508, expires 1/17/25) per details 3 and 4 on Sheet S-101. Verified installation of additional reinforcing steel per details on Sheet S1. All work complies with applicable codes and approved plans. Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. PRINTED NAME Shane Kepler CERTIFICATION NO. 9960829 SIGNATURE -------------------------- 1441 Montiel Road, Suite 115 I Escondido, CA 92026 I Ph (760) 746-4955 I Fax (760) 746-9806 I www.cte-inc.net • Structural Calculations for Abbott Generator Replacement Carlsbad, CA February 2022 'c, 2020 M,yamoto lritemat,onal, Inc. All rights reserved This document or any part thereof must not be re CBC2022-0066 2251 FARADAY AVE #150 ABBOTT EMERGENCY GENERATOR REPLACEMENT 2120610400 2/28/2022 CBC2022-0066 3 -'< Q) 3 0 ,-+ 0 • m1yamoto . ~ Project: ~~ ~~«.IU'0''V _ Sheet No:_l _ Project No: -~1-~__.0J_,_,,O'-----Cale. By: f-'-=<:,'---Date: ,~ ll,o, &f c,fJG lvUflft ·. e,,~I\., k~v-t~~vt; C h,Llo~ e 4 'vt-) 9 &( ·, {i)-; ,_, q,,-J flt hs, \ ic>V vJ~ -"-~h?l-)'n· ( t,~~1 ~ ) Mtt ( 1411160 ~" 71-b 1 p,~ f ~c,u.> 'lfr.-, ~~ l ~ o l + v't~ .,, 'L S 'f;t \~ > ~ \'(.) l, ~ 7.-,, .; ) ~--ro ... 1 't -1-f ~L., 1--1.o ~ r.-. 6 ,'? ~(l7 '1:r ~ o. ~ .../a,1 /} /J,,, ~ t iv II 0 I -' 1 ·1,, ' '/7 ll, b -r -4. ,<, 41{ .,,_· l} ,. ) i. ~ ~-&7, 1, 1--+ «, 4:-~ i 1o t , 1 1v~ ,::, ~r( -:: t; , f.,1-'7,& v> (p~/1,, '/ b 1 c I>~ &1~ -9 ~0 "PL.> ft J), ~ lo/, tJt C. t ..ttJ.> '"''t 7 1 ~. ¾ 'J. \~, ~,11 ~ '\'. 1>/ (p ~ ~ u7'f, ,,,,'{ J. ,, ft v:>( ~ ~ ?;rt) ff,.~ f 'M ~ fl JI -!.-i ~"1 , 1r > ~ .:,0 d ~ p'7'h 1 .,,,, '"'·~/7..,,,,, ., "--~ 11,v r~1 ~ .VJ)( vv-4-~ 16"5\~ ~ ~ .,~ )i 1-~1 \f... ,,. t '" 11 /17 _,,._ ~♦tgt1 'e,, c.. T' -C:J ' . , 0,-C Hazards by Location •• Search Information Address: Coordinates: Elevation: Tlmestamp: Hazard Type: Reference Document: Risk Category: Site Class: 2251 Faraday Ave, Carlsbad, CA 92008, USA 33.1336965, -117 .27734 79 300 ft 2021-07 -16T02:02: 17 .2502 Seismic ASCE7-16 II 0-default Basic Parameters Name Value Description Ss 0.971 MCER ground motion (perlod=0.2s) s, 0.355 MCER ground motion (perlod=1 .0s) SMs 1.165 Site-modified spectral acceleration value SM1 * null Site-modified spectral acceleration value Sos 0.777 Numeric seismic design value at 0.2s SA So1 • null Numeric seismic design value at 1.0s SA * See Section 11.4.8 ... Additional Information Name Value Description SDC • null Seismic design category Fa 1.2 Site amplification factor at 0.2s Fv * null Site amplification factor at 1.0s CRs 0.902 Coefficient of risk (0.2s) CR1 0.911 Coefficient of risk (1.0s) PGA 0.424 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.508 Site modified peak ground acceleration . "j' -Tem.ecula l ap data @2021 Google, INEGI TL 8 ... RT ~ 0.971 SsUH 1.077 SsD 1.5 S1RT 0.355 S1UH 0.389 S10 0.6 PGAd 0.5 * See Section 11.4.8 Long-period transition period (s) Probabilistic risk-targeted ground motion (0.2s) Factored uniform-hazard spectral acceleration (2% probability of exceedance In 50 years) Factored deterministic acceleration value (0.2s) Probabilistic risk-targeted ground motion (1.0s) Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) Factored determlnlstlc acceleration value (1.0s) Factored deterministic acceleration value (PGA) The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Desian Web Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented In the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not Intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals In interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. www.hilti.com Company: Specifier: Address: Phone I Fax: E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Installation: Reinforcement: Seismic loads (cat. C, D, E, or F) Kwik Bolt TZ · SS 304 3/4 (3 3/41 het,act = 3.750 in., hnom = 4.313 in. AISI 304 ESR-1917 11112020 I 51 112021 Design method ACI 318-14 / Mech. eb = 0.000 in. (no stand-off); t = 0.500 in. •=iiS•• Profis Anchor 2.9.4 Page: Project: Sub-Project I Pos. No.: Date: 2/14/2022 Ix x ly x t = 3.000 in. x 3.000 in. x 0.500 in .; (Recommended plate thickness: not calculated Round bars (AISC), 1/16; (L x W x T) = 0.063 in. x 0.063 in. cracked concrete, 3000, fc' = 3,000 psi; h = 15.000 in. hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) R -The anchor calculation is based on a rigid anchor plate assumption. Geometry [in.] & Loading [lb, in.lb] z Input data and results must be cllecked ror agreement w~h the existing conditions and for plaus1b1lltyl PROFIS Anchor ( c) 2003-2009 Hilti AG, FL-9494 Schaen Hilli is a registered Trademark of Hilti AG, Schaen ,:,,s., www.hilti.com Profis Anchor 2.9.4 Company: Page: 2 Specifier: Project: Address: Sub-Project I Pas. No.: Phone I Fax: E-Mail: 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [lb] Tension force: (+ Tension, -Compression) Date: Anchor Tension force Shear force Shear force x Shear force y 1 1,000 1,000 0 1,000 max. concrete compressive strain: -[%o] max. concrete compressive stress: -[psi] resulting tension force in (x/y)=(0.000/0.000): 1,000 [lb] resulting compression force in (x/y)=(0.000/0.000): 0 [lb] Anchor forces are calculated based on the assumption of a rigid anchor plate. 3 Tension load Load Nua [lb] Capacity ♦ Nn [lb] Steel Strength* 1,000 18,041 Pullout Strength* 1,000 4,331 Concrete Breakout Strength** 1,000 4,249 * anchor having the highest loading **anchor group (anchors in tension) 3.1 Steel Strength N,a = ESR value refer to ICC-ES ESR-1917 $ Nsa ~ Nua ACI 318-14 Table 17.3.1.1 Variables A,e.N [in.2] futa [psi] 0.24 101,500 Calculations Nsa [lb] 24,055 Results N,a [lb] $ steel ~ nonductile $ N,a [lb] Nua [lb] 24,055 0.750 1.000 18,041 1,000 3.2 Pullout Strength Npn,I, = Np,2500 A a (fc'/2500)05 refer to ICC-ES ESR-1917 $ Npn.(, ~ Nua ACI 318-14 Table 17.3.1.1 Variables f~ [psi] "-a Ne.2500 [lb) 3,000 1.000 8,110 Calculations (fc'/2500)0 5 1.095 Results N~ni, [lb] $ concrete $ seismic $ nonductile $ N~nl, [lb] 8,884 0.650 0.750 1.000 4,331 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROF IS Anchor ( c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilli AG, Schaan 2/14/2022 y X Utilization 13N = Nu.I♦ Nn Status 6 OK 24 OK 24 OK Nua [lb] 1,000 \ ~ 'www.hilti.com Company: Specifier: Page: Project: Address: Sub-Project I Pos. No.: Phone I Fax: E-Mail: 3.3 Concrete Breakout Strength Neb = (.:::) lj/ ed,N lj/ c,N ljl cp,N Nb $ Neb ~ Nua ANc see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) ANc0 = 9 h~f lJI ec,N = ( 1 + ~ eN) $ 1.0 3 het w ed.N = o. 7 + o.3 U~s~:J s 1.0 = MAX(ca,mm 1.5h0,) 1 O \JI cp,N Cac ' Cac $ . Nb = kc A a ~ h~r5 Variables h81 [in.] ec,,N [in.] 3.750 0.000 Cac [in.] kc 7.000 24 Calculations ANc [in.2] ANc0 [in.2] 119.53 126.56 Results Neb [lb] cli concrete 8,715 0,650 ec2,N [in.] 0.000 J.. a 1.000 ljl ec1,N 1.000 $ se1sm1e 0.750 Date: ACI 318-14 Eq. (17.4.2.1a) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.2.1c) ACI 318-14 Eq. (17.4.2.4) ACI 318-14 Eq. (17.4.2.5b) ACI 318-14 Eq. (17.4.2.7b) ACI 318-14 Eq. (17.4.2.2a) Ca,m,n [in.] \jl c,N 5.000 1.000 (C [psi] 3,000 IJI ec2,N lj/ ed,N 1.000 0.967 4> nonduct1le cj, Neb [lb] 1.000 4,249 Input data and results must be checked for agreement with the exlsltng conditions and for plaus,bilrtyl PROFtS Anchor ( c) 2003-2009 Hilti AG, FL-9494 Schaan H1lt1 is a registered Trademark of Hilt, AG, Schaan lj/ cp.N 1.000 Nua [lb] 1,000 1:115;.1 Profis Anchor 2.9.4 3 2/14/2022 Nb [lb] 9,546 • www.hilti.com Company: Specifier: Page: Project: i=iiS~• Profis Anchor 2.9.4 4 Address: Sub-Project I Pos. No.: Phone I Fax: Date: E-M ail: 4 Shear load Load Vua [lb] Capacity ♦ Vn [lb] Steel Strength* 1,000 8,379 Steel failure (with lever arm)* N/A NIA Pryout Strength** 1,000 12,201 Concrete edge failure in direction •• N/A NIA • anchor having the highest loading ••anchor group (relevant anchors) 4.1 Steel Strength Vsa,eq = ESR value $ Vsteel ~ Vua refer to ICC-ES ESR-1917 ACI 318-14 Table 17.3.1.1 Variables Ase.v [in.2] 0.24 Calculations Vsa.eq [lb] 12,890 Results Vsa.eq [lb) 12,890 4.2 Pryout Strength futa [psi] 101 ,500 $ sleel 0.650 Vcp = kcp [ (t::) ljl ed.N \j/ c,N \II cp.N Nb] $ Vcp ~ Vua av,seis 0.820 $ nonductile 1.000 ANc see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) ANcO = 9 h~r 41 ec,N = ( 1 + ~ e~) ~ 1.0 3 her \j/ ed,N = 0.7 + 0.3 ( ~S~:J ~ 1.0 = MAX(ca.min 1.5het) < 1 _0 \j/ cp,N Cac ' Cac - Nb = kc t..a ~ h~;5 Variables kcp 2 41 c,N 1.000 Calculations ANc [in.2] 119.53 Results Vcp [lb] 17,430 her [in.] 3.750 Cac [in.] 7.000 ANco [in.2] 126.56 4> concrete 0.700 ec1.N [in.] 0.000 kc 24 41 ec1.N 1.000 $ seismic 1.000 $ Vsa [lb] Vua [lb] 8,379 1,000 ACI 318-14 Eq. (17.5.3.1a) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.2.1c) ACI 318-14 Eq. (17.4.2.4) ACI 318-14 Eq. (17.4.2.5b) ACI 318-14 Eq. (17.4.2.7b) ACI 318-14 Eq. (17.4.2.2a) e02,N [in.] Ca,min [in.] 0.000 5.000 t,. a f~ [psi] 1.000 3,000 ljl ec2.N \j/ ed.N 1.000 0.967 ~ nonductile $ Vcp [lb] 1.000 12,201 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG. FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 2/14/2022 Utilization Pv = Vual♦ Vn Status 12 OK N/A N/A 9 OK NIA N/A ljl cp.N Nb [lb] 1.000 9,546 Vua [lb] 1,000 ~ www.hilti.com Company: Specifier: Address: Phone I Fax: E-Mail: 5 Combined tension and shear loads Pv 0.235 0.119 5/3 6 Warnings •=iiS•• Profis Anchor 2.9.4 Page: 5 Project: Sub-Project I Pos. No.: Date: 2/14/2022 Utilization PN.v [%] Status 12 OK The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (ETAG 001/Annex C, EOTA TR029, etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered -the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Anchor. Input data and results must be checked for agreement with the existing conditions and for plausibility! Condition A applies when supplementary reinforcement is used. The <I> factor is increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Refer to the manufacturer's product literature for cleaning and installation instructions. Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! An anchor design approach for structures assigned to Seismic Design Category C, D, E or Fis given in ACI 318-14, Chapter 17, Section 17.2.3.4.3 (a) that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the case, the connection design (tension) shall satisfy the provisions of Section 17.2.3.4.3 (b), Section 17.2.3.4.3 (c), or Section 17.2.3.4.3 (d). The connection design (shear) shall satisfy the provisions of Section 17.2.3.5.3 (a), Section 17.2.3.5.3 (b), or Section 17.2.3.5.3 (c). Section 17.2.3.4.3 (b) / Section 17.2.3.5.3 (a) require the attachment the anchors are connecting to the structure be designed to undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength. Section 17.2.3.4.3 (c) I Section 17.2.3.5.3 (b) waive the ductility requirements and require the anchors to be designed for the maximum tension/ shear that can be transmitted to the anchors by a non-yielding attachment. Section 17.2.3.4.3 (d) I Section 17.2.3.5.3 (c) waive the ductility requirements and require the design strength of the anchors to equal or exceed the maximum tension / shear obtained from design load combinations that include E, with E increased by roo- Hilti post-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI 318-14, Section 17.8.1. Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG. Schaan I ,• www.hilti.com Company: Specifier: Address: Phone I Fax: E-Mail: 7 Installation data Anchor plate, steel: - Profile: Round bars (AISC), 1 /16; (L x W x T) = 0.063 in . x 0.063 in. Hole diameter in the fixture: d1 = 0.813 in. Plate thickness (input): 0.500 in. Recommended plate thickness: not calculated Drilling method: Hammer drilled Cleaning: Manual cleaning of the drilled hole according to instructions for use is required. 7 .1 Recommended accessories Drilling Suitable Rotary Hammer • Properly sized drill bit Coordinates Anchor in. Anchor x y 1 0.000 0.000 c .• Cleaning • Manual blow-out pump y 1.500 -~ I \ ) 1.500 C. 5.000 Input data and results must be checked for agreement with the existing conditions and for plausibility! ,:iis., Profis Anchor 2.9.4 Page: 6 Project: Sub-Project I Pos. No.: Date: 2/14/2022 Anchor type and diameter: Kwik Bolt TZ -SS 304 3/4 (3 3/4) Maximum installation torque: 1,320.002 in.lb Hole diameter in the base material: 0.750 in. Hole depth in the base material: 4.500 in. Minimum thickness of the base material: 8.000 in. Setting • Torque wrench • Hammer 1.500 0 0 0 0 ~ ~ ~ ~ -7 X 0 0 0 0 ~ ~ ~ ~ 1.500 PROFIS Anchor ( c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan • •=iiS•• www.hilti.com Profis Anchor 2.9.4 Company: Page: 7 Specifier: Project: Address: Sub-Project I Pos. No.: Phone I Fax: Date: 2/14/2022 E-Mail: 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan .. IV DIESE[ GENERATOR SETS • frn,1gs:> shown mr1v not reflect .1ctw1I conligl1rat1on BENEFITS & FEATURES CAT® GENERATOR SET PACKAGE Cat generator set packages have been fully prototype tested and certified torsional vibration analysis reports are ava ilable. The packages are designed to meet the NFPA 110 requ irement for loading, conform to the ISO 8528-5 steady state and fill transient response requirements. CAT DIESEL ENGINES The four-cycle Cat diesel engine combines consistent performance with excellent fuel economy and transien t response that meets or exceeds ISO 8528-5. The engines feature a reliable, rugged, and durable design that has been field proven in thousands of app lications worldwide in emergency standby installations. COOLING SYSTEM The cooling system has been designed and tested to ensure proper genera tor set co oling, and includes the radiator, fan, bel ts, and all guarding installed as standard. Contact your Cat dealer for specific ambient and altitude capabilities. GENERATORS The generators used on Cat packages have been designed and teste d to work with the Cat engine. The generators are built with robust Class H insulation and provide industry-leading motor starting capability and altitude capabi lities. EMCP CONTROL PANELS The EMCP controller features the reliability and durability you have to come to expect from your Cat equipment. The EMCP 4 is a scalable control platform designed to ensure reliable generator set operation, providing extensive information about power output and engine operation. EMCP 4 systems can be further customized to meet your needs through programming and expansion modules. LEHE1773-07 550 ekW -750 ekW 60 Hz Standby 550 ekW 600 ekW 650 ekW 700 ekW 750 ekW SPECIFICATIONS ENGINE SPECIFICATIONS Prime 500 ekW 545 ekW 600 ekW 635 ekW 680 ekW Engine Model Cat® C18 ACERT In-line 6, 4-cycle diesel Bore x Stroke 145mm x 183mm (5.7in x 7.2in) Disp lacement 18.1 L (1106.3 in3) Compression Ratio 14.5:1 (550-600 ekW); 14:1 (650-750 ekW) Aspiration Turbocharged Air-to-Air Aftercooled Fuel Injection System Electronic Unit Injection Governor Electronic ADEM™ A4 Emission Certifications EPA TIER II GENERATOR SET SPECIFICATIONS Alternator Design Brushless Single Bearing, 4 Pole Stator 2/3 Pitch No. of Leads 6/12 Avai lable Voltage Options 600V/480V/240V/220V/208V Frequency 60Hz Alternator Voltage 24V Alternator Insulation & IP Class H; IP23 Standard Temperature 125/130 Deg C Rise Availab le Excitation Sel f-Excited, AREP Options Voltage Regulation, ~1% Steady State+/- 1/9 DIESEi: GENERATOR SETS ' STANDARD EQUIPMENT OPTIONAL EQUIPMENT Air inlet system Aftercooler core Turbocharger Air inlet system Dual Element air cleaner Heavy Duty Canister air filters EMCP4.2B con trol panel EMCP 4.4 Control panels Standard breaker • 3 Pole Local Annunciator Annunciators Box • Right mounted power centre Radiator and cooling fan with belt guards Control panels Remote E-Stop button Discrete 1/0 Module Thermostats and housing Volt Free Contact Coolan t leve l sensor Ea rth (Ground) Fault Relay Cooling system Coolant level sight gauge Jacket water pump, gear driven Remote Monitoring Software CAT Connect Connectivity-Ethernet, Cellular, Satellite Coolant drain valve; terminated on edge of base Cooling system filled with Caterpillar Extended Life Coolant Telematics PL444 4G LTE Telematics PLG601, PLG641 Single LSI motorised Circuit Breaker Circuit Breakers External Paralleling Auxiliary Contacts Exhaust system Exhaust manifold; dry Neutral Bar (208V) Primary fuel filter w/integral water separator & Sound Attenuated (SA) secondary filter Enclosures Weather Protective Fuel system Fuel cooler Fuel priming pump Flexible fuel lines Engine fuel transfer pump Aluminium Enclosure Coolant Heater Cooling system Jacket water heater with pump Stone guards Brushless, self-excited 2/3 pitch, random wound Generators IP23 Protection and generator Insulation Class H and temperature rise attachments Power centre, IP22 bottom cable entry Segregated low voltage wiring pane Audio & Visual Fuel Alarm Base/Fuel Tank Sub Base Dual Wall Fuel Tank: 660, 1000, 1900. 2200, 2640 gal Fuel System Integral 8hr Tank Base Sub Tank Bases: 24Hr & 48Hr Narrow skid base Mounting System Generator mounting & Duct Plate Anti-vibration mounts (Non-captive) Overspeed Generators PMG, AAEP Oversize and generator Coastal Protection (CIP) attachments Space Heater Control Protection High coolant temperature shutdown System Low oil pressure shutdown Low Coolant level shu tdown Starting/ Standard Battery Set charging system Oversize Battery Set UL2200 Listed Starting/charging 24-Volt Electric Starting Motor 24V, 45 amp charging alternator system Battery rack & cab les Certifications CSA 22.2 Certification of Compliance -IBC Seismic Dua l IBC & OSHPO Certifications EPA Stationary Emergency Use General Tool Set WEIGHTS & DIMENSIONS Standby Dim"A" Dim "B" Dim "C" Generator Set Weight Ratings mm(in) mmlin) mm(inl l1g (lb) 550 ekW 600 ekW 3477 (137) 1628 (65) 2102 (83) 4431 (9769) 650 ekW ◄--e ~--► 700ekW 3512 (138) 1746 (69) 2322 (92) 4863 (10721) Note: General configuration not to be used for installation. 750 ekW See general dimension drawings for detail. Note: Weights & Dimensions are for open set on skid base. LEHE1773-07 2/9 ATTACHMENTS Picture shown may not represent actual package. Features C18 Sub-Base Fuel Tanks US Sourced Diesel Generator Set 350 -750 ekW 60 Hz • UL Listed for United States (UL 142) and Canada (CAN/ULC S601) • Facilitates compliance with NFPA 30 code, NFPA 37 and 110 standards and CSA C282 code • Dual wall • Lockable fuel fill cap, 4" (101 .6 mm) NPT • Low fuel level warning standard, customer configurable warning or shutdown • Primary tank leak detection switch in containment basin • Tank design provides capacity for thermal expansion of fuel • Fuel supply dip tube is positioned so as not to pick up fuel sediment • Fuel return and supply dip tube is separated by an internal baffle to prevent immediate re-supply of heated return fuel • Pressure washed with an iron phosphate solution • Interior tank surfaces coated with a solvent-based thin-film rust preventative • Heavy gauge steel gussets with internal lifting rings • Primary and secondary tanks are leak tested at 20.7 kPa (3 psi) minimum • Compatible with open packages and enclosures • Gloss black polyester alkyd enamel exterior paint • Welded steel containment basin (minimum of 110% of primary tank capacity) • Direct reading fuel gauge with variable electrical output • Emergency vents on primary and secondary tanks are sized in accordance with NFPA 30 Sub-Base • The Sub-Base fuel tank mounts below the generator set wide base Integral • Integral diesel fuel tank is incorporated into the generator set base frame • Robust base design includes linear vibration isolators between tank base and engine generator Options • Audio/visual fuel level alarm panel • 5 gal (18 .9 L) spill containment • 5 gal (18 .9 L) spill containment with fuel fill drop tube with in 6" (152 mm) from bottom of tank • 5 gal (18.9 L) spill containment with overfill prevention valve and fuel fill drop tube with in 6" (152 mm) from bottom of tank • ULC Listed 7.5 gal (28.4 L) spill containment with vent extensions, vent whistle, and drop tube facilitating compliance with CSA B 139-09 • ULC Listed 7.5 gal (28.4 L) spill containment with overfill prevention valve, vent extensions, vent whistle and drop tube facilitating compliance with CSA 8139-09 LEHE0467-09 Page 1 of 5 ATTACHMENTS Sub-Base Fuel Tank Base Useable Capacities with Fuel Tank Dimensions & Weights Sub-base -Width(W) 2056 mm (81 in) Sub-base*-Width(W) 2357 mm (92.?in) Sound Attenuated Enclosure Total Useable Tank Only Capacity Capacity Dry Weight Height 'H' Length 'L' C13 Tank Feature Design Code Liter Gallon Liter Gallon kg lb mm In mm in Integral FTDW013 2646 699 2540 671 1569 3450 762 30.0 5461 215.0 Sub-Base FTDW0051 3941 1041 3876 1024 1659 3657 635 25.0 5550 218.5 Sub-Base FTDW006 6980 1844 6818 1801 2033 4483 889 35.0 6184 243.5 Sub-Base FTDW007 8339 2203 8244 2178 2292 5052 889 35.0 7074 278.5 Sub-Base FTDW011 2476 654 2435 643 1468 3236 635 25.0 3810 150.0 Total Useable Tank Only Capacity Capacity Dry Weight Height 'H' Length 'L' C15 Tank Feature Design Code Liter Gallon Liter Gallon kg lb mm in mm In Integral FTDW001 1283 339 1262 333 1015 2237 639 25.0 4746 186.9 Sub-Base FTDW0051 3941 1041 3876 1024 1659 3657 635 25.0 5550 218.5 FTDW016 Sub-Base FTDW006 6980 1844 6818 1801 2228 4912 889 35.0 6184 243.5 Sub-Base FTDW011 2476 654 2435 643 1468 3236 635 25.0 3810 150.0 Sub-Base FTDW034 10887 2876 9899 2615 2847 6277 914 36 7747 305 Total Useable Tank Only Capacity Capacity Dry Weight Height 'H' Length 'L' C18 Tank Feature Design Code Liter Gallon Liter Gallon kg lb mm In mm in Integral FTDW003 1446 382 1422 376 1015 2237 635 25.0 3814 150.1 Integral• FTDW030 2498 660 2381 629 1681 3703 762 30.0 4995 196.6 Integral' FTDW031 5175 1367 4997 1320 2046 4510 762 30.0 6737 265.3 Sub-Base FTDW005 3941 1041 3876 1024 1659 3657 635 25.0 5550 218.5 Sub-Base FTDW007 8339 2203 8244 2178 2150 4134 889 35.0 7074 278.5 Sub-Base FTDW011 2476 654 2435 643 1468 3236 635 25.0 3810 150.0 Sub-Base• FTDW032 10228 2702 9994 2640 2638 5816 889 35.0 7368 290 "For Ratings 650, 700 &750 ekW only LEHE0467-09 Overall Package Height with Tank Open Enclosure mm in mm in NA NA 2743 108.0 NA NA 2955 116.3 NA NA 3209 126.3 NA NA 3209 126.3 NA NA 2955 116.3 Overall Package Height with Tank Open Enclosure mm in mm In NA NA 2619 103.0 NA NA 2955 116.3 NA NA 3209 126.3 NA NA 2955 116.3 NA NA 3233 127.3 Overall Package Height with Tank Open Enclosure mm in mm In NA NA 2560 100.8 2670 105 2675 105.3 NA NA 2675 105.3 NA NA 2905 114.3 NA NA 3209 126.3 NA NA 2905 114.3 NA NA 3132 123.3 Page 3 of 5 ATTACHMENTS CAJ® , C, 00 lL JJ The heights listed above do not include lumber used during manufacturing and shipping. Estimated Run Times (Hours) at 100% Load C13 Tank Standby Ratings (ekW) Prime Ratings (ekW) Design Feature Code 400 350 --350 320 -- Integral Tank FTDW013 24 27 --25 29 -- Sub-Base FTDW005 / FTDW016 36 41 --38 43 -- Sub-Base FTDW006 65 72 --72 77 -- Sub-Base FTDW007 77 87 --81 93 -- Sub-Base FTDW011 23 25 --24 27 -- C15 Tank Standby Ratings (ekW) Prime Ratings (ekW) Design Feature Code 500 450 400 350 455 410 365 320 Integral Tank FTDW001 / FTDW002 9 9 11 11 10 10 11 12 Sub-Base FTDW005 / FTDW016 28 29 32 36 30 31 35 38 Sub-Base FTDW006 50 52 57 63 54 56 62 67 Sub-Base FTDW008 / FTDW011 17 18 20 22 19 20 22 24 Sub-Base FTDW034 72 75 82 91 78 81 90 97 C18 Tank Standby Ratings (ekW) Prime Ratings (ekW) Design Feature Code 750 700 650 600 550 680 635 600 545 500 Integral FTDW003 / FTDW004 ---8 g ---9 10 Integral* FTDW030 11 12 13 --12 13 14 -- Integral* FTDW031 24 25 27 --26 27 29 33 36 Sub-Base FTDW005 ---24 25 ---25 27 Sub-Base FTDW007 ---51 54 ---54 59 Sub-Base FTDW008 / FTDW011 ---15 16 ---16 17 Sub-Base• FTDW032 49 51 54 --53 55 58 -- •For Ratings 650, 700 &750 ekWonly LEHE0467-09 Page 4 of 5 ' , l evel 1 Sound Attenuated Enclosure (Steel) Sound Levels Cooling Air Flow Rate Ambient Capability* Sound Pressure Levels Model Standby eKW (dBA) at 7m (23 ft) m3/s cfm "C 'F 100% Load 350 8.5 18010 57 135 74 C13 400 8.5 180 10 56 133 75 350 10.4 22072 59 138 73 400 10.4 22072 51 124 73 C15 450 10.4 22072 46 115 74 500 12.5 26415 48 118 75 550 8.1 17234 45 113 75 600 8.1 17234 43 109 75 C18 650 12.7 26909 51 123 75 700 12.7 26909 48 118 75 750 12.7 26909 48 118 75 Sound Attenuated Enclosure (Aluminum) Sound Levels Cooling Air Flow Rate Ambient Capability* Sound Pressure Levels Model Standby eKW (dBA) at 7m (23 ft) m3/s cfm "C "F 100% Load 350 8.5 -57 135 75 C13 400 8.5 -56 133 75 350 10.4 22072 59 138 72 400 10.4 22072 51 124 73 C15 450 10.4 22072 46 115 74 500 12.5 26415 48 118 75 550 8.1 17234 45 113 76 600 8.1 17234 43 109 76 C18 650 12.7 26909 51 123 76 700 12.7 26909 48 118 76 750 12.7 26909 48 118 76 LEHE0465-08 2/7 lliii -.-u-■vvv■-vu--------------------------------, ~ Level 2 Sound Attenuated Enclosure (Steel) Sound Levels Cooling Air Flow Rate Ambient Capability* Sound Pressure Levels Model Standby eKW (dBA) at 7m (23 ft) m3/s cfm oc OF 100% Load 350 7.2 15256 50 122 70 C13 400 7.2 15256 50 122 70 350 10.4 22071 50 122 72 400 10.4 22071 50 122 72 C15 450 10.4 22071 50 122 72 500 12.5 26415 50 122 72 *Cooling system performance at sea level. Consult your Ca dealer for site specifi c ambient and altitude capabilities. Note: Sound level measurements are subject to instrumentation, installation and manufacturing variability, as we ll as ambient site conditions. Component Weights to Calculate Package Weight Narrow Skid Base Wide Skid Base Sound Attenuated Sound Attenuated Standby Enclosure (Steel) Enclosure (Aluminum) Model eKW kg lb kg lb l<g lb kg lb 350 C13 253 578 579 1276 1245 2745 765 1687 400 350 400 C15 273 602 465 1025 1245 2745 765 1687 450 500 550 301 664 466 1027 1301 2868 817 1801 600 C18 650 700 286 630 637 1404 1393 3071 887 1955 750 Sound Attenuated Enclosure on Skid Base Length "L" Width "W" Height "H" Model Standby eKW mm in mm in mm in 350 C13 4948 194.8 2014 79.3 2320 91.3 400 350 400 C15 4948 194.8 2014 79.3 2320 91.3 450 500 550 5183 204.0 2014 79.3 2262 89.0 600 C18 650 700 5230 205.9 2315 91 .1 2253 88.7 750 LEHE0465-08 3/7 ....--,-=,.-wu-■-v-..a,u ■-...,..,,-----------~------------------, ., ound Attenuated Enclosure on a UL Listed Integral Fuel Tank Base --LlNC1H (LI e.-----p.....J ,,-.--..... ti t~ Ii @ = HllG .. el ll fEl ! f El -iS .. .. Hl (H\ -~ ~ 1~ t~ -= - ' . . ' ' ' ' -WIDTH (W) Model Standby eKW Length "L" Width "W" Height "H" mm in mm in mm in 350 C13 5461 215.0 2014 79 .3 2743 108.0 400 350 400 C15 4948 194.8 2014 79.3 2619 103.0 450 500 550 5187 204.2 2014 79.3 2561 101 .0 600 C18 650 700 6977 274.7 2315 91.1 2675 105.3 750 LEHE0465-08 4/7 , 6 ound Attenuated Enclosure on a UL Listed 660 Gallon Sub-Base Fuel Tank Base LENGTH Ill ~ 11. Ill I : I f lB I f lB : flB ""'"' It!) I ~ c::, ' V ' I u ·I· ' 1----Vll>THCW) ---J Length "L" Width "W" Height "H" Model Standby eKW mm in mm in mm in 350 C13 4948 194.8 2056 80.9 2955 116.3 400 350 400 C15 4948 194.8 2056 80.9 2955 116.3 450 500 550 C18 5184 204.1 2056 80.9 2897 114.1 600 LEHE0465-08 5/7 ... -.-..-.--u ■1-1DJ11c.-------------------------------, ,-•Sound Attenuated Enclosure on a UL Listed 1000 Gallon Sub -Base Fuel Tank Base _...,.__. .~ .1 ! ~ fol = " ~ ~ TEl e ~El " Tt:3 " .. T (HJ I '--'-~ ( i II~ -~ ~ I· , I . I ' ' ~ I LENG1 H (l) --WOTH IWJ-- Length "L" Width "W" Height "H" Model Standby eKW mm in mm in mm in 350 C13 5751 226.4 2056 80.9 2955 116.3 400 350 400 C15 5751 226.4 2056 80.9 2955 116.3 450 500 550 C18 5747 226.3 2056 80.9 2897 114.1 600 LEHE0465-08 6/7 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE Abbott Rapid Diagnostics Project Address (include suite) 2251 Faraday Ave, Carlsbad, CA 92008 Mailing Address (include suite) 2251 Faraday Ave, Car1sbad. CA 92008 Business Contact Raymond Rice City San Diego City CMsbad Applicant E-mail RECORD ID# PLAN CHECK# State CA State CA OFFICE USE ONLY BP DATE Telephone# 442-339-07 49 Zip Code APN# 92008 212-061-04-00 Zip Code Plan File# 92006 Telephone# Project Contact Abby Fan-ell alarrell@fpbarch.com 41 !>827-8504 Tho following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT -HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for projects within the City of San Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: B, F-1, S-1 Facility's Square Footage (including proposed project): 21,630 SF I Corrosives ffi Explosive or Blasting Agents A Organic Peroxides ~ Water Reactives Compressed Gases (.£) Oxidizers 1 Cryogenics Flammable/Combustible liquids 7. Pyrophorics 11 Highly TCIXic or Toxic Materials 4. Flammable Solids 8. Unstable Reactives 12. Radioactives Other Health Hazards None of These. PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH -HAZARDOUS MATERIALS DIVISION HMO : If the answer to any of the questions is yes, applicant must contact the County o an Diego Hazardous Materials Division, 5500 verla Avenue, uite 170, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED Project Completion Date: 3/4/2022 Expected Date of Occupancy: 3/25/2022 (for new construction or remodeling projects) Is your business listed on the reverse side of this form? (check all that apply). 0 CalARP Exempt '""'' I 1. 2. 3. 4. 5. 6. 7. 8. YES NO ~ B □ l!I Will your business dispose of Hazardous Substances or Medical Waste in any amount? Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? Will your business store or handle carcinogens/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 facility storage capacity equal lo or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). Date Initials 0 CalARP Required I Date \mtials D CalARP Complete t;llil/3Cll2021 / Date Initials PART 111: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCDl: The following questions are intended to identify the majority of air pollution issues at the planning stage. Your project may require additional measures not identified by these questions. Some residential projects may be exempt from APCD requirements. If yes is answered for either questions 1, 2 or 5 or for more comprehensive requirements, please contact APCD at apcdcomp@sdcounty.ca.gov; (858) 586-2650; or 10124 Old Grove Road, San Diego, CA 92131. 1. 2. 3. 4. 5. 6. YES NO !::I □ □ lfl Will the project disturb 100 square feet or more of existing building materials? Will any load supporting structural members be removed? □ □ □ (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by an individual that has passed an EPA-approved building inspector course? I!) (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Based on the survey results, will the project disturb any asbestos containing material? If yes. a notification may be required at least 10 working days prior to commencing asbestos removal. Additionally, a notification may be required prior to the removal of a load supporting structural member(s) regardless <if the presence of asbestos. l!I Will the project or associated construction equipment emit air contaminants? See the reverse side of this form for typical equipment requiring an APCD permit. If yes, contact APCD prior to the issuance of a building permit. □ (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school bounda ? Briefly describe business activities: Briefly describe proposed project: I declare under penalty of perjury that to the best of my knowledge and belief I e responses made herein are true and correct. ""~'""""' 7tl44/4 6~ I • I= Name of Owner or Authorized Agent Signature of Owner or Authorized Agent Date FOR OFFICAL 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 APCD COUNTY-HMO APCD MJA approved 10/21/ 1 •A stamp in this box only exe111p1s ousinesses from completing or updating a Hazardous Matenals Business Plan. Other permitting requirements may sttll apply HM-9171 (9/18) County of San Diego -DEH -Hazardous Materials Division