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Home My WebLink About1950 CAMINO VIDA ROBLE; 100; CBC2022-0268; PermitBuilding Permit Finaled (City of Carlsbad Commercial Permit Print Date: 03/06/2023 Job Address: 1950 CAMINO VIDA ROBLE, # 100, CARLSBAD, CA 92008-6599 Permit No: Status: CBC2022-0268 Closed -Finaled Permit Type: BLDG-Commercial Work Class: Tenant Improvement Parcel#: 2120931200 Track#: Valuation: $375,985.72 Lot#: Occupancy Group: Project#: #of Dwelling Units: Plan#: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check#: Occupant Load: Plan Check#: Code Edition: Sprinkled: Project Title: Description: ALPHATEC: 6,523 SF OFFICE TO OFFICE Tl Applicant: Property Owner: SCA ARCHITECTURE ANDREW TARANGO RAF PACIFICA GROUP REAL ESTATE FUND IV LLC 13280 EVENING CREEK DRS, # 125 SAN DIEGO, CA 92128-4101 (858) 793-4777 FEE BUILDING PLAN CHECK 111 CST, # 200 ENCINITAS, CA 92024-3514 BUILDING PLAN REVIEW-MINOR PROJECTS (LDE) BUILDING PLAN REVIEW-MINOR PROJECTS (PLN) CERTIFICATE OF OCCUPANCY COMM/IND Tl -STRUCTURAL FIRE F Occupancies Tl S81473-GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -COMMERCIAL (SMIP) Total Fees: $4,037.60 Total Payments To Date: $4,037.60 Applied: 07/29/2022 Issued: 10/13/2022 Finaled Close Out: 03/06/2023 Final Inspection: 03/02/2023 INSPECTOR: Dreibelbis, Peter Renfro, Chris de Roggenbuke, Dirk Contractor: SPW CONSTRUCTION INC 1808 ASTON AVE, # STE 100 CARLSBAD, CA 92008-7369 (760) 931-1130 Balance Due: AMOUNT $1,149.25 $194.00 $98.00 $16.00 $1,768.07 $691.00 $16.00 $105.28 $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY ta 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 ( City of Carlsbad COMMERCIAL BUILDING PERMIT APP LI CATION 8·2 PI an Check ~ZJJ2.l_ 7"" f\?iO Est. Value t7~q~ PC Deposit l ,cq~ Date 1-29-·ZZ.. Job Address 1950 Camino Vida Roble Suite:. _____ APN:212-093-05 and 212-093-12 Tenant Name#: Alphatec Spine Lot#: Year Built: 1997 --'------'-------------·-------------- Year Built: 1997 Occupancy: 6 F 1· s-, Construction Type: V-B Fire sprinklers0YES0NO A/C:C:)YEs0No BRIEF DESCRIPTION OF WORK: 6,523 S.F. office tenant improvement with an existing 121,541 S.F. building. Structural mechanical, plumbing and elecatrical are included 0 Addition/New: ____________ New SF and Use, __________ New SF and Use ______ SF Deck, _______ SF Patio Cover, ________ SF Other (Specify) ___ _ ~Tenant Improvement: _____ SF, Existing Use: _______ Proposed Use: ______ _ 6,523 SF, Existing Use: B-office Proposed Use: _B_-o_ffi_ce ____ _ D Other: __________________________________ _ PRIMARY APPLICANT PROPERTY OWNER Name:Andrew Tarango, SCA Architecture Name: RAF Group Bressi Ranch LLC Address: 13280 Evening Creek Drive, Suite 125 Address:315 S. Coast Hwy, Suite U-12 City: San Diego State: CA Zip: 82128 City: Encinitas State:_C_A __ Zip: 92024 Phone: (858) 793-4777 Phone: (760) 473-8838 Email: andrewt@sca-sd.com Email: ___________________ _ DESIGN PROFESSIONAL CONTRACTOR OF RECORD Name: Cheryl D. Smith, SCA Architecture Business Name: White Construction Address: 13280 Evening Creek Dr. , Suite 125 Address: 2524 Gateway Road City: San Diego State: CA Zip:,_9_2_12_8 ___ City: Carlsbad State:,_C_A __ Zip: 92009 Phone:(858) 793-4777 Phone:(760) 931-1130 Email:. _________________ Email: sean@whiteconstruction.com Architect State License: C11 ,70 1 CSLB License#: 1023856 Class: 8 ·------- Carlsbad Business License# {Required): BLNRooo4J1-02-2017 APPLICANT CERT/FICA T/ON: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): Andrew R. Tarango SIGN:---------DATE: 07/27/2022 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 REV 04122 THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: ------------A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A): LICENSED CONTRACTOR DECLARATION: I hereby affirm underpenaltyof perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license isin full force and effect. I a/so affirm under penalty of perjury one of the following declarations (CHOOSE ONE): DI have and will maintain a certificate of consent to self-insure for worker,' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. PolicyNo. _____________________________________________ _ -OR- 01 have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name; _s_ .. _,._c_,m_•_•_"_"_"'_' '_"_"_"_"_e_"_"•---------------- Policy No. 9243036-22 Expiration Date: _,J_, _□,_z,_i,_, _____________ _ -OR- D Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person ,n any manner so as to become subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work th15 permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: ________________________ Lender's Address: ________________________ _ CONTRACTOR CERTIFICATION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and uti!ities/utilrty easements_ Ali propos.ed modifications and/or additions are clearly !abeled on the 5/te plan. Any potentially existing deta1f w1thm these plans mcons1ste-nt wrth rhe !-ite plan are not approved for camtruction ond may be required to be altered or removed The city's approval of the opp/1cotion i5 based on the prem1Sf? that the wbmmed documents and plans ~how the .correi:;:r dimens10m of,-the property, buildings., s.tructures and their 5etbad:s fmm pmpertv fine.'. and from one another; access mads/easements, and utilities,. The e)(Jstmg and proposed use of each building os stoted is true r:rnd .r:orn:ct,: oil ea~emenr5 ond other encumbrances to development have been accurately .shown and labeled as well as all on-s:1te gradmg/'itte preparatwn .. 411 rmprovemenrs exi!>tmg on the property were tompleted in accordance with t1U regulations m existence at the time of their constructwn, unless otherwise noted NAME (PRINT): Leah Norman Project <n SIGNATURE:l@.Liv-if VV\;V)t)v DATE: 07/28/2022 Note: If the person signing above is an authorized agent for the contractor provide a letter of authorization on contractor letterhead. (OPTION B): OWNER~BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec, 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement 1s sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). -OR- DI, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code· The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such proJects with contractorls) licensed pursuant to the Contractor's License Law). ~OR- D I am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: D FORM B-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit ,ssued to a property owner By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors./ understand that a copy of the applicable law, Section 7044of the Business and Professions Code, is available upon request when this application is submitted or at the following Website: http:l lwww,/eginfo.ca.govlcalaw.html. OWNER CERT/Ff CA T/QN: The applicant cert1fie., that all documents and plans c/earfy and accurately show all ex,sting and proposed buildings, structures, access roads, and ut,lities/ultlity easements. A}! proposed modification.sand/or additian5 are clearly labeled on the .site plan. Any potetlttal!y existing detail within these plans incansistent with the site pla" are not approved for construction and may be requ;red ta be altered or removed. The city's approval of the application 15 based on the premise that the submitted documents and plans shaw the correct dimensions of- the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities, The e,<isting and proposed use of each building as stated ,s true and correct, all ease men ts and other encumbronces ro development hove been accurately shown and labeled as well as all an-site grading/site preparation. All improvements existing on the property were completed 1n accordance with a/f regulations in existence or the time of their canstruc£ion, unless otherwise noted. NAME (PRINT): SIGN: _________ DATE: _____ _ Note: lf the person signing above is an authorized agent for the property owner include form B-62 signed by property owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 2 REV 04/22 Building Permit Inspection History Finaled (city of Carlsbad PERMIT INSPECTION Hl~TORV for {CBC2022-0268) Permit Type: BLDG-Commercial Application Date: 07/29/2022 Owner: RAF PACIFICA GROUP REAL ESTATE FUND IV LLC Work Class: Tenant Improvement Issue Date: 10/13/2022 Subdivision: CARLSBAD TCT#81-46 UNIT#02 Status: Scheduled Date 11/09/2022 11/18/2022 11/29/2022 12/12/2022 01/13/2023 03/02/2023 Closed -Finaled Expiration Date: 07/12/2023 IVR Number: 42294 Actual Inspection Type Start Date 11/09/2022 BLDG-14 Frame/Steel/Bolting/We lding (Decks} Checklist Item Inspection No. 196214-2022 COMMENTS BLDG-Building Deficiency BLDG-34 Rough Electrical 196215-2022 Checklist Item COMMENTS BLDG-Building Deficiency 11/18/2022 BLDG-17 Interior Lath/Drywall 196962-2022 Checklist Item COMMENTS BLDG-Building Deficiency 11/29/2022 BLDG-24 Rough/Topout 197479-2022 Checklist Item COMMENTS BLDG-Building Deficiency 12/12/2022 BLDG-44 198622-2022 Rough/Ducts/Dampers Checklist Item COMMENTS BLDG-Building Deficiency 01/13/2023 BLDG-85 T-Bar, Ceiling 200657-2023 Grids, Overhead Checklist Item COMMENTS Inspection Status Passed Passed Passed Passed Passed Passed BLDG-Building Deficiency 01 /13123 Mezz. Level T Bar ok 03/02/2023 BLDG-Final Inspection Checklist Item 204527-2023 COMMENTS Passed BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final NOTES Created By Angie Teanio TEXT 619-994-6656 Tyler Monday, March 6, 2023 Address: 1950 CAMINO VIDA ROBLE, # 100 CARLSBAD, CA 92008-6599 Primary Inspector Chris Renfro Chris Renfro Peter Dreibelbis Chris Renfro Chris Renfro Dirk de Roggenbuke Chris Renfro Reinspection Inspection Passed Yes Passed Yes Passed No Passed Yes Passed Yes Passed Yes Passed Yes Yes Yes Yes Yes Created Date 03/01/2023 Complete Complete Complete Complete Complete Complete Complete Page 1 of 1 Structural Inspections LLC *SPECIAL JNSPEcrroN sEnncAffv of Cart~bad P.O. Box 2415 El Ca. o 920if -9 UILOING DIVISION Project Name:_/J-----'7'-·-(.._C. ___ ---rl'------------=--r----- Project Address: _/_Y_~_tJ __ ~(-~_rn __ ;.,,~,~>-~V~• O~ ___ K_(._· _/;_(, __ _ Page: ____ of ___ Report#: _____ _ Permit#: _______________ _ Architect: ___ $<_<_~ ____________________ _ File#: _________________ _ ~ ,v•C-Engineer: ----'L'------------------------ / )'i 7 Contractor: ________________________ _ DSA #: ___ -==-------------- Other: __ .j2_3 __ w' __________ _ INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST .,. ,--Plans/Specs L_ Structural Steel --H.S. Bolts --H.S. Bolts --Masonry --Prisms --Cone. PSI --Clearances --Concrete --Mortar/Grout --Grout PSI --Positions --Fireproofing --Cone. Cylinders --Mortar PSI _,,.-Sizes Epoxy r!J Fireproof ~ Steel (..., (j Laps ------ / Other: fr Other: Elect./Wire Consolidation -------- --Other: --Other: --Fireproof --Torque Ft. Lbs: --Other: --Other: --Other: --Other: --Other: --Other: --Other: --Other: )/1) (;. (" I I ..........t,,. ,.. pt. _ r ·,n r ').-/ lfY\ / ,2 ':J'>-2 'I ., /J ... l .,.. \ r-1.J y <../ //2, .,..., //\J .. 6 ./ /1(1 • /J, /ii {V I /2 /'. / I' ~Or'· /i, .,,,7 ~.J'. c -/ I _,_....,&-(:"~-s .J /' />,--/....,/"7 Ii/ CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or project control. I hereby certify chat I have observed to the best of my knowledge all of the above reported work unless otherwise noted. I have found this work to comply with the approved plans, specifications, and applicable sections of the governing building laws. _ Inspector: MARIO BATTAGLIA Cert: 350 1- ; __ l_~SP.:.'?a~~-: .... ! Time Start: . Time Stop: Approved By: ___________________ _ Project Superintendent Signature . ,Day 5: .. I -A ( IC -5 Structural Inspections LLC •sPECIALJNsPEcr,oNsERvrcEs* City o-r Carlsbad 2 Cell~ • ..,..,., 9 RUIIClfh MAR fl 'ii "~·· i Inspection Report BUILDll,_,.u ul v !.::,ION Project Name: '1 I E C.. ,, / ~ S ;:-. (/ ;".-vi .,. ., , ✓,·_/\,a I > I / Page:. ___ /_of __ f __ Report #: _____ _ Project Address: __ ,, __ ._,_.,, ______ ''_ ,_,_'V ___ v_ '_rv ____ ,_o_v __ Permit#: ________________ _ .... Architect: ___ ->_< ______________________ _ Pl fY'( Engineer: __________________________ _ File#: _________________ _ DSA #: ________________ _ Contractor: __ ~ __ A _____________________ _ '<""'{3 'v Other: __ .J ________________ _ INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST -Structural Steel H.S. Bolts H.S. Boles ~ Plans/Specs ------ --Masonry --Prisms --Cone.PSI --Clearances --Concrete --Mortar/Grout --Grout PSI --Positions --Fireproofing --Cone. Cylinders --Mortar PSI ~ Sizes --Epoxy --Fireproof ~ Steel /J!:., --Laps -Other: =,· #' 1LO Other: __ ......-Elect./Wire ,, , r 8: Consolidation ------ --Other: --Other: --Fireproof --Torque Ft. Lbs: --Other: --Other: --Other: --Other: --Other: --Other: --Other: --Other: ·,ac-,:, ~ I ...I. • •. c-< /'\ ,...., 11")'1 7~ ~-/l,-/...1....._ /,I /' /✓ ,-..,./ 1/i/ /)'] (p 2.' ;,""\ s:-,,;r'c rs ~2 u/~ ./ Iv"'-I, /1'7 .}~ J?T /1,"' IV ✓ f/ /), QC' /.., , ,, ,,_D C,.., fl /1 I }2,-;-v,.., r, ~ ,4 r-I f "'J tr: 'i { [ ( I 1 / SI, / 6-. -'A-c. l l, ,,, s v,. /'2'. ~ r . U.) r '1 ,, /I" rey-,,,/J( r I'/' ~1 r/ 5 ~. ,, CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or project control. I hereby certify that I have observed to the best of my knowledge all of the above reported work unless otherwise noted. I have found this work to comply with the approved plans, specifications, and applicable sections of the governing building laws-I' I Inspector: MARIO BATTAGLIA Cert:~_3_5_0 __ I I I Signature Date ,Day 3: Approved By: ____________________ _ Project Superintendent PRIME STRUCTURAL ENGINEERS 13272 Jacaranda Blossom Dr. Valley Center, California 92082 Tel (760) 519-5206 STRUCTURAL CALCULATIONS Atec Phase Ill Tenant Improvement Structural Calculations Carlsbad, CA 2K22-80 Pages 1 thru 4 CBC2022-0268 1950 CAMINO VIDA ROBLE ALPHATEC: 6,523 SF OFFICE TO OFFICE Tl r\ > t--0 #100 2120931200 9/16/2022 CBC2022-0268 L\TC Hazards by Locatiop Search Information Address: 1950 Camino Vida ~oble, Carlsbad.CA 92008, · .USA Coordinates: 33:1228816, -117.2832261 ' Elevation: 254 ft Timestamp: 2022-01-19T18:42:54.2392 Hazard Type: Seismic Reference ASC~?-1 6 .... .,..,.., •.tr,._ :'l ' • e; ..... _!!e ~a~~q~~~6-':!9!e1 JNEGI; Re111prta :map error ·. •'· Document: •, Risk Category: • · U . ' ' . ~· . . . '· . Site Class: . i i-defauh . >' ... .. ,·,.{. Basic Parameters • ,. '"" • •• • •• • • I•" : ,' • • • •,•, • ; • o ••• •' • •, ~ : I •• • ; Nallie Value Ss 0,997. S1 0.363 SMS 1.196 SM1 * null Sos 0.798 S01 * null . * See Section 11 .4'.8 .. Description · MCER ground motion (period=0.2s) M_CER ground motion (peric:>d=1 .0s) . Site-moqlfie~ spebtr~I acceleration value S\te-modlfiea sp~ctral acceleration value Numeric seismic design value at 02s SA Nume~ic se.ismic· ~~sign value' at 11.0s SA . • I l ' ' :· : •'' ' .. ___ ,.,_.;. .......... ..:.:,._..,-, ........... ·•.·• .. ~ .. -..-.~~·: ....... , ... : ... ·~-... ~ .. ·•·· ·-·-" -· ... ~ .. •·••····"· ..... i' •Aclditional Information . . . ... . . Name Value Descripti~n · ·soc .. null' Seismic design_ e:ategory Fa 1.2· . ·Site ampliflca_tion factor at 0.2s F . V *null sit~ ~tripuri~t1tm' tact~,: ~t: t os · • • i ~ ~. • • r CRs 0.898 Coefficient of risk (0.2s) C:R1 0.908 Coefficient of risk (1 .0$) .. ·,' '• ·:•. ';. •, PGA 0.436 MCEG peak ground_ acceleration FPGA 1.2 Site amplification factor at PGA . . ·. ·••, .. .' . -~.C-'l ' ., I •, ~ ! I ! / ' I ' I i ' ' ' I I I • I ~//AJ4 . ½, I,\ fl>//,(),()t:> Zx_ <;t1tJ, P. J £1$,ucflo"1 --1>I {;f"S {!_ o'. HtG ~~ft.~ Ml~? .. ;?.. 2-, /. <" b, 7 ~K''. .f..i> (o /.b ~> /rr~, \ f 16~ ~ 11r'jz ~ 1111' . , . A_ PRIME JOB: 2K22-80 . &_ STRUCTURAL DATK: 01122 6£~ ENGINEERS SHT: 2 I 7:,1-_ .c <S I )t tj,o ,-' S ~--o # . LJ,.-:-/7..t,.p;.t:=- t./f t:Pt:Pc:;) X /'2-~ I '2-t. µ ~ 2-'Z~ 1< fl-I J , 1 I I ?11~ ,-.:: :57_ ~q ,.fe-.:= 6(!i-g,~/I+ ' ' I I ! 1 e-. ht lrl.-~ t I I ff I) '1 1---..-z? $"~ 3 # · U" . . ' ' ' 1,. 1f/~ol c;~.s ~ ' I I I I i , •' • r 28K JOISTS A.. . PRIM.E JOB: 2K22-80 a STRUCTlJRAL DATE: 01122 la!~~ ENGINEERS SHT: 3 07/19/22 2K21-200 (8U(s1p12v1s0b4148TBEAM ANALYSIS PROGRAM(slp9v1s0b4148T (6 . 43) (SU (sOp SPAN LENGTH = 40.00 ft (Simple Span) UNIFORM LOADS wd wl 0 .1'04 0 .141 POINT 'LOADS (k Pd Pl 0.199 0 .000 REACTIONS . (k) LOAD Dead Live Totq.l MAXIMUM FORCES ·(k/ft & ·ft) ·Xl 0.00 & 'ft) X 20.00 LEFT 2.180 2.820 5.000 X2 · 40 : 00 RIGHT · 2.180 2.820 5.000 v max = s . o·o k @ o . o o ft M max = 50.99 kft@ 20.00 ft DEFLECTIONS (EI ·= kin "'2) LOAD Defl (in) .X (ft). ·Total 1·4570498/EI 20.00 Live 8121600/EI 20 .00 Dead 16448896/EJ: midspan TOTAL Defl EI .. L / 180 5463937 L / 240. 120·5249 L /· 360 10927874 LIVE Defl EI L / 24.0 4060800 L I 360 6091200 L I 480 8121600 I .••.• , •.•. ' I ' ' ·•, ·•· -... ~ ..... : I .; ; ·, I -' ' 'j I .:: .. ~>-~ j ; . . .l ! . J ! I I I I I I I I . . ! ! i I I i· • \ n I ···, ... ·,. . i ! \ ,-I i ! .. ! '. r I i ; j . : : ) ~~ (4JP#· wdf1r:) 1· . I , -1-~--- i . l i . ' . ! · 1. ' • , I ; ft~f{ ; I tl~ffll,11?<7 1~-i) : ~fMt4 ~ : %~ I" ;~P. . i.5,('.! I ; I P3000 & P3001 Channels P3000 • BEAM LOADING Max Deft. at Uniform Loading at Detlectlon Allowable Uniform Span Uniform Load Load Span/180 Span/240 Span/380 In Lba In Lbs Lbs Lba 24 1,280 0.07 1,280 1,280 1,280 36 850 0.15 850 850 580 48 640 0.26 640 490 330 60 510 0.41 420 310 210 72 430 0.59 290 220 150 84 370 0.81 210 160 110 96 320 1.05 160 120 80 108 280 1.30 130 100 60 120 260 1.66 100 80 50 144 210 2.32 70 50 40 168 180 3.15 50 40 30 192 160 4.18 40 30 NR 216 140 5.21 NR NR NR 240 130 6.64 NR NR NR P3000 • COLUMN LOADING Maximum Allowable Maximum Column Load Applled at C.G. Unbraced Load Height at Slot Face K•0.85 K•0.80 K•U K• 1.2 In Lbs Lbs Lbs Lbs Lbs 24 3,180 9,690 8,980 8,050 7,210 36 2,920 8,160 7,210 6,130 5,240 48 2,590 6,820 5,810 4,730 3,860 60 2,300 5,740 4,730 3,690 2,990 72 2,040 4,850 3,860 2,990 2,270 84 1,830 4,100 3,240 2,400 .. 96 1,650 3,530 2,770 1,840 .. 108 1,450 3,080 2,270 .. .. 120 1,250 2,710 1,840 .. .. P3000/P3001 • ELEMENTS OF SECTION Parameter P3000 P3001 Area of Section 0.500 ln2 1.000 ln2 Axis 1-1 Moment of Inertia (I) 0.120 In' 0.591 ln4 Section Modulus (S) 0.153 ln1 0.430 ln1 Radius of Gyration (r) 0.489 In 0.769 In Axis 2-2 Moment of Inertia (I) 0.203 ln4 0.407 ln4 Section Modulus (S) 0.250 ln1 0.501 ln1 Radius of Gyration (r) 0.638 In 0.638 In 1%" Framing System I UNI STRUT" P3001 • BEAM LOADING Max Deft. at Uniform Loading at Detlectlon Allowable Uniform Span Uniform Load Load Span/180 Spanl240 Span/380 In Lbs In Lbs Lbs Lbs 24 2,960· 0.03 2,960* 2,960* 2,960* 36 2,400 0.08 2,400 2,400 2,400 48 1,800 0.15 1,800 1,800 1,610 60 1,440 0.23 1,440 1,440 1,030 72 1,200 0.33 1,200 1,080 720 84 1,030 0.46 1,030 790 530 96 900 0.59 810 610 400 108 BOO 0.75 640 480 320 120 720 0.93 520 390 260 144 600 1.34 360 270 180 168 510 1.81 260 200 130 192 450 2.38 200 150 100 216 400 3.01 160 120 80 240 360 3.72 130 100 NR P3001 • COLUMN LOADING Maximum Allowable Maximum Collffll Load Applled at C.G. Unbraced Load Height at Slot Face In Lba 24 5,740 36 5,620 48 5,520 60 5,330 72 5,030 84 4,630 96 4,190 108 3,720 120 3,300 144 2,620 Notes: • Load limited by spot weld shear. **Kl/r >200 NR = Not Recommended. K•0.85 Lbs 21,780 20,520 19,400 18,510 16,850 14,990 13,090 11,230 9,460 6,590 K•0.80 K ■1.0 K•1.2 Lbs Lbs Lbs 21,200 20,430 19,720 19,720 18,830 17,680 18,570 16,570 14,260 16,570 13,670 10,810 14,260 10,810 7,730 11,930 8,180 5,680 9,720 6,260 4,350 7,730 4,950 .. 6,260 4,010 .. 4,350 .. .. 1. Beam loads are given in fQ1al uniform load c,t-J Lbs) not uniform load (w lbs/ft or w lbs/in). 2. Beam loads are based on a simple span and assumed to be adequately laterally braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 56 for reduction factors for unbraced lengths. 3. For pierced channel, multiply beam loads by the following factor: "KO" Serlea ....... 95% "T" Serles .......... 85% "HS" Serles ....... 90% "SL" Serlea ........ 85% "H3" Serlea ........ 90% "OS" Serlea ........ 70% 4. Deduct channel weight from the beam loads. 5. For concentrated midspan point loads, multiply beam loads by 50% and the corresponding deflection by 80%. For other load conditions refer to page 18. 6. All beam loads are for bending about Axis 1-1. I t;. =· "0' 0, ... , CL" Reference Material General Data Table 6. Mo_dels GEH006-024 (0.5 to 2 tonsl ModelGEH 006 009 ·012 015 018 024 Unit Size Depth XL x·H (in) 40 X 20 X 15 40x20x15 40 X 20 X 15 40 X 20X 15 . 4·5 X 23 X 18 4q X 23 X 18 Com'pressor Type Rotary Rotary _Rotary , Rotary Rotary Scroll Net Weight (lbs.) 165 165 '' · '173 173 ,, 248 2's3 •' Ship Weight (lbs.) 195 195 203 203' 268 285 Filter Size Nominal (In.) 15x20 15 x20 15x20 1Sx20 18 X 24 . 18x24 Water In/out size (FPT) 0.50 : . o.so ·0.50 0.50 3/4 "3/4 ~~ndensa'te size (NPTI) 3/4 3/4 3/4 3/4 3/4 3/4 Blower Wheel Size (In.) -"Direct Drive 9x4 9x4 ·9 x4 9x4 9x4 •' 10 X 6 . Table 7. Models GEH030·060 (2.5 to 5 tons) Model.GEti 030 035 (~AQJ Unit Size Depth';'-L:x H (in) 461( 23 X 18 50 X 25 X 19 SOX25x19 58 X 33 l( 21 S8x33x21 Compressor Type Scroll Scroll Scroll Scroll Scroll Net Weight (lbs.) 2S3 313 ' --~~: Ship Weight (lbs.) 28S ., 343 . 318 ' .. 4_28_', : 428 ., FHter Size Nominal (In.) 18x24 19 x26 19x26 21 X 30 21X30 Water In/out size (FPT) 3/4 3/4 . 1.00 1:00 ' Cond~nsate size (NPTI) 3/4 ,3/4 3/4 3/4 . ' 3/4 Blower Wheel Size (in.) -Direct Drive 1-0 X 6 ', 1'1X8 11x8 10 x 10 Std. Static 12 X 11 12 x 11 High Static Table 8. Models GEH072-~80 (6 to 15 tons) . ' ·,. ... ,,_ ' . ' 1'•. •.· l •,, I :Y•. :•· : ~ . MoclelGEl:I ' 072 ' 090 120 ·: 150 '• 180 Unit ~lze Depth XL x H (in) 41x79X21 4.1 x79x21 41 x79x2l:' '47x85x 28 '• 47x85 x28 . CompressorType · ·' Scroll (2) Scroll (2) .. Scroll (2) . Stroll (2) ·scroll (2) Net Weight (l_bs.) 665 676 785 857 955 .. Ship Weight (lbs.) · 714 724 827 899 997 Filter Size Nomlhal (In.) _20 X 25 (3) 20 X 25 (3) 20 X 25 (3) 20 x25 (3) : 20x25(3) Water ln/out_size (FPT) '• .. ', ,1,2~. · .. , .. 1.2~ ", ·i.so_: :.,1 .po . ' 1.SQ Conde·nsate size (NPTI) :a.so .0.50 o;so o:·50 0.50 Blower Wheel Size (tn.j -Direct Drive 13 x 13' 13x13 -13X13 15 x 15 · 15 X 15 •,• Table 9. Models GEV00S-018 (0.5:to 1.5 tons) ModelGEV 006 009 012 015 018 Unit Size Depth XL X H (in) 22 X 19 X 31 22x19x31 22x19x31 . 22 X 19 X 31 22 x21 x39 Compressor Type · Rota!'Y . Rotary Ro1/,lry ·, Rotary .·• Rotary ' .. , . ... Net w_elgtit (lbs,) ' .16$ 16S· 173 ' 173-· 248 Ship Weight (lbs.) 195 195 203 203 268 Filt~~ 512!:! Nominal (in:) 15ic20 16x20 i6 )( 20 16 X 20 , 2o·x 20 ., Water In/out size (FPT) 0,50 o.sp . a.so • 0.50 3/4_ 30 WSHP-PRC017f'-EN • 'fflANE' Un•it Dimensions -Figure 46. Left return/back suppl.Y (GEH) 1·,,' •ir'\·.1.Jll 11.: y TC•P · I. 14" 0 ( c:= R N -' A IJ -------- 1 -1 -s f l=o-----~---~ Table 196. Dimensional data left return/back supply (GEH) u,;n "'"'" L . M Unit Unit A B C D<•l E FxG H . l K N (60 Hz) (50 Hz) NPTI NPTI 006,009 006 40 20 15 20 15 6-7/8 X 8 11-1/2 '4-1/2 1~3/4 1/2 1/2 38-3/4 012,015 009,012 40 20 15 20 ·: 15 -o-11ox-,,-. 11-1/2 _ 4-1/4 3/4 1/2 1/-2 38-3/4 -· 7/8 018 015 46 23 18 23 18 8-l/4 X ':J-13-1/2 4-3/4 l,-3/8 3/4 3/4 . 44-3/4 3/4 024,030 018,024 46 23. 18 23 18 ts-l/4X ll-13-1/2 •4-3/4 1-3/8 3/4 3/4 44-3/4 3/8 035,042 030,036 50 25 19 25 20 lU-1/L X 17 4 1 3/4 3/4 . 48-3/4 13-1/2 Std-048 Std-042 58 33 21 IZ!l-1/ 23-1/2 1..:1-1/ts X 18 5-1/4 1-1/2 ·1 1 56-3/4 2 11-3/8 Ht-u"to, n1-u4L1 60 58 33 iL'J·l / 23-1/2 1..:1-,,ox 18 5-1/4 1-1/2 1 1 56-3/4 060 048,060 . 2 13-7/8 .. Notes: .. r· I-' ~ p 18-3/4 18-3/4 21-3/4 21-3/4 23-3/4 31-3/4 31-3/4 :riMrJ; :1)1 ITJ.."'?OL f.,\ l-F;"";~\ Ff.>O\T Q R(b) 13-5/8 18-1/2 13-5/8 18-1/2 16-5/8 18-1/2 16-5/8 18-1/2 lz-5/~ 23-1/2 19-5/8 23-1/2 19-5/8 23-1/2 s 3-1/4 3-1/4 4-1/4 4-1/4 3-1/4 5-1/2 5-1/2 ·-· 1. When a horlzohtal model ls.ordered with the same side return and supply in a ducted application, bottom filter removal Is required due to limited access on either side" of the 'filter." · · · · · ' , · · -- 2. Equipment containing a same'slde supply/return combination requires a 3 In. clearance on one side. Access to.th~TXV may not be possible with this 3 In. dearance. · · · · · <•> Return air opening dimension •. lbl FIiter ~ack dimension. · 228 WSHP-PRC017P-EN .-~ AIR-SOUND-HYDRONIC PROFESSIONALS HVAC Test and Balance Report PROJECT: CONTRACTOR: ARCHITECT: ENGINEER: Atek-Mezzanine 1950 Camino Vida Roble Carlsbad, CA MSC N/A Plum Engineering REPORT CERTIFICATION NO: 41986 REPORT CERTIFICATION DATE: February 28, 2023 REVIEWED AND APPROVED BY: Michael Conboy ICB / TABB Certified Contractor 457 E. Arrow Hwy, Ste. D, Azusa, CA 91702 TEL: 626-915-8117 FAX: 626-915-8112 E-MA TL: associatedairbalance@gmail.com c>.~rr, ,. ; . -... --=~-~-. -~ ... :~, Associated Air Balance STATE OF CALIFORNIA qcontrartors ~tate JLtcttme ~oarb 13l-24(REV.12-U7) e OSP0710546D Pursuant to Chapter 9 of Division 3 of the Business and Professions Code and the Rules and Regulations of tbe Contractors State License Board, the Registrar of Contractors does hereby issue this license to: MICHAEL CONBOY INC d6a. ASSOCIATED AIR BALANCE to engage in the business or act in the capacity of a contractor in the fotlowing classification(s): D62 -A1R AND WATER BALA:NONG B -GENERAL BUILDING CONTRACTOR Witness my hand-and seal this day, May 9, 2008 Issued December 21.. 2004 REPLACEMENT /41±~µ Registrar of Contractors This license is the property of the Registrar of Contractors, is not transferrable, and shall be returned to the Registrar upon demand when suspended, revoked, or invalidated for any reason. It becomes void if not renewed. 851730 License Number AUDI,.. NC: 4407.U. Atec-Mezzanine-Carlsbad Table of Contents System HP-1 & 2 HP-1 DIFFUSER HP-2 DIFFUSER HP-3 & 4 HP-3 DIFFUSER HP-4 DIFFUSER HP-5 & 6 HP-5 DIFFUSER HP-6 DIFFUSER SF-11 SF-11 DIFFUSER Circuit Setter Flow Sheet Page Number 1 2 3 4 5 6 7 8 9 10 11 12 Fan Test Data Job Name: Atec-Mezzanine System: HP-1 HP-2 UNIT INFORMATION Unit Number Location Area Served Manufacturer Model Number Serial Number AIR MEASUREMENTS Total Fan CFM Total Outlet CFM Total Return CFM Total OSA CFM External Fan Static Pressure Suction Static Pressure Discharge Static Pressure Fan RPM MOTOR MEASUREMENTS Motor Manufacturer Motor HP Motor Frame Motor Voltage -Leg 1/Leg2/Leg3 Motor Phase Motor Amperage -Leg11Leg2/Leg3 Motor Service Factor Motor RPM VFD Hz. Setting PULLEY & BELT DATA Motor Pulley Fan Pulley Belt -Quantity/Size Center Distance % Sheave Adjusted Closed Motor Travel In/Out Remarks: 03+032 HP-1 Above ceiling 2-119 2-119, 2-122 Carrier 50PCH048ZCC6ECEB 0822V51792 1,600 1,640 1,600 1,640 1,330 1,365 270 275 0.90 0.81" -0.44" -0.37" H/ M / L HIGH SPEED Design Actual GENTEQ 0.75 0.75 N/S N/S 460 482/483/480 3 3 2.8 1.9/1.8/1.9 N/S E.P. 1,550 1,550 NIA N/A DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE Date: 2/27/2023 Technician: HP-2 Above ceiling 2-132 2-132, 2-129, 2-130, 2-131 Carrier 50PCH048ZCC6ECE8 0822V51796 1,600 1,634 1,600 1,634 1,609 1,325 300 309 0.90 0.87" -0.49" -0.38" Page 1 H/ M / L HIGH SPEED Design Actual GENTEQ 0.75 0.75 N/S N/S 460 483/480/483 3 3 2.8 2.2 /2.1/ 2.0 N/S EP. 1,550 1,550 NIA NIA DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE DIRECT DR IVE Diffuser And Grille Test Data Job Name: Atec-Mezzanine System: HP-1 Room Number HP-1 S/A 2-119 1 2-119 2 2-119 3 2-119 4 2-119 5 2-119 6 2-119 7 2-122 8 HP-1 R/A 2-119 R-1 2-119 R-2 HP-1 OSA UNIT 1 Remarks: Size 24X24 24X24 24X24 24X24 24X24 24X24 24X24 24X24 24X24 24X24 10" 03+032 Type CD CD CD CD CD CD CD CD RG RG DUCT Page 2 Date: 2/27/2023 Technician: M.C. Ak Design Actual FPM CFM FPM CFM 1.00 220 225 1.00 220 230 1.00 220 227 1.00 220 215 1.00 220 230 1.00 220 225 1.00 140 146 1.00 140 142 TOTAL 1,600 1,640 1.00 665 690 1.00 665 675 TOTAL 1,330 1,365 0.55 491 270 500 275 Diffuser And Grille Test Data Job Name: Atec-Mezzanine System: HP-2 Room Number HP-2 SIA 2-132 1 2-126 2 2-126 3 2-126 4 2-131 5 2-126 6 2-130 7 2-129 8 2-126 9 HP-2 RIA 2-132 R-1 2-132 R-2 2-131 R-3 2-130 R-4 2-129 R-5 HP-2 OSA UNIT 1 Remarks: Size 24X24 24X24 24X24 24X24 24X24 24X24 24X24 24X24 24X24 24X24 24X24 24X24 24X24 24X24 10" 03+032 Type CD CD CD CD CD CD CD CD CD RG RG RG RG RG DUCT Page 3 Date: 2/27/2023 Technician: M.C. Ak Design Actual FPM CFM FPM CFM 1.00 205 215 1.00 205 211 1.00 205 206 1.00 205 205 1.00 100 101 1.00 205 213 1.00 100 98 1.00 170 176 1.00 205 209 TOTAL 1,600 1,634 1.00 627 530 1.00 627 515 1.00 85 70 1.00 85 70 1.00 185 140 TOTAL 1,609 1,325 0.55 545 300 562 309 Fan Test Data Job Name: Atec-Mezzanine System: HP-3 HP-4 UNIT INFORMATION Unit Number Location Area Served Manufacturer Model Number Serial Number AIR MEASUREMENTS Tota! Fan CFM Total Outlet CFM Total Return CFM Total OSA CFM External Fan Static Pressure Suction Static Pressure Discharge Static Pressure Fan RPM MOTOR MEASUREMENTS Motor Manufacturer Motor HP Motor Frame Motor Voltage -Leg 1/Leg2/Leg3 Motor Phase Motor Amperage -Leg1/Leg2/Leg3 Motor Service Factor Motor RPM VFD Hz. Setting PULLEY & BELT DATA Motor Pulley Fan Pulley Belt -Quantity/Size Center Distance % Sheave Adjusted Closed Motor Travel In/Out Remarks: 03+032 HP-3 Above ceiling 2-126 2-127, 2-125, 2-126 Carrier 50PCH042ZCC6ECEB 2422V57433 1,400 1,428 1,400 1,428 1,300 1,323 100 105 0.90 0.78" -0.45" . 0.33" H/ M f L HIGH SPEED Design Actual GENTEQ 0.50 0.50 N/S N/S 460 482/483/480 3 3 1.8 1.6 /1.5 /1.6 N/S E.P. 1,550 1,550 NIA N/A DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE Page 4 Date: 2/27/2023 Technician: M.C. HP-4 Above ceiling 2-119 2-119 Carrier 50PCH048ZCC6ECEB 0822V51795 1,600 1,631 1,600 1,631 1,490 1,518 110 113 0.90 0.81" -0.46" -0.35" Hf M / l HIGH SPEED Design Actual GENTEQ 0.75 0.75 N/S N/S 460 483/480/483 3 3 2.8 2.412.0 I 2.2 N/S E.P. 1,550 1,550 NIA NIA DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE Diffuser And Grille Test Data Job Name: Atec-Mezzanine System: HP-3 Room Number Mt'-;j SIA 2-127 1 2-126 2 2-126 3 2-126 4 2-125 5 HP-3 R/A 2-126 R-1 2-126 R-2 2-125 R-3 HP-3 OSA UNIT 1 Remarks: Size 24X24 24X24 24X24 24X24 24X24 24X24 24X24 24X24 8" 03+032 Type CD CD CD CD CD RG RG RG DUCT Page 5 Date; 2/27/2023 Technician: M.C. Ak Design Actual FPM CFM FPM CFM 1.00 305 311 1 OD 305 305 1.00 305 310 1.00 305 315 1.00 180 187 TOTAL 1,400 1,428 1.00 635 599 1.00 635 581 1.00 150 143 TOTAL 1,420 1,323 0.35 286 100 300 105 Diffuser And Grille Test Data Job Name: Atec-Mezzanine System: H P-4 Room Number Ht-'-4 SIA 2-119 1 2-119 2 2-119 3 2-119 4 2-119 5 HP-4 RIA 2-119 R-1 2-119 R-2 HP-4 OSA UNIT 1 Remarks: Size 24X24 24X24 24X24 24X24 24X24 24X24 24X24 8" 03+032 Type CD CD CD CD CD RG RG DUCT Page 6 Date: 2/27/2023 Technician: M.C. Ak Design Actual FPM CFM FPM CFM 1.00 320 336 1.00 320 330 1.00 320 325 1.00 320 320 1.00 320 320 TOTAL 1,600 1,631 1.00 745 765 1.00 745 753 TOTAL 1,490 1,518 0.35 314 110 323 113 Fan Test Data Job Name: Atec-Mezzanine System: HP-5 HP-6 UNIT INFORMATION Unit Number Location Area Served Manufacturer Model Number Serial Number AIR MEASUREMENTS Total Fan CFM Total Outlet CFM Total Return CFM Total OSA CFM External Fan Static Pressure Suction Static Pressure Discharge Static Pressure Fan RPM MOTOR MEASUREMENTS Motor Manufacturer Motor HP Motor Frame Motor Voltage -Leg 1 /Leg2/Leg3 Motor Phase Motor Amperage -Leg1/Leg2/Leg3 Motor Service Factor Motor RPM VFD Hz. Setting PULLEY & BELT DATA Motor Pulley Fan Pulley Belt -Quantity/Size Center Distance % Sheave Adjusted Closed Motor Travel In/Out Remarks: 03+032 HP-5 Above ceiling 2-119 2-119, 2-123 Carrier 50PCH048ZCC6ECE8 0822V51797 1,600 1,621 1,600 1,621 1,400 1,421 200 200 0.90 0-78" -0.45" -0.33" H/ M / L HIGH SPEED Design I Actual GENTEQ 0.75 0.75 N/S N/S 460 482/483/481 3 3 2.8 2.1/ 2.2 I 2.0 N/S E.P. 1,550 1,550 N/A N/A DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE Page 7 Date: 2/27/2023 Technician: M.C. HP-6 Above ceiling 2-119 2-120 Carrier 50PCH012ZCC4ECEA8 0422V50661 400 426 400 426 250 269 150 157 0.60 0.53" -0.33" -0.20" H/ M / L HIGH SPEED Design Actual GENTEQ 0.10 0.10 N/S N/8 277 277 1 1 0.85 0.66 NJS E.P. 1,550 1,550 NIA N/A DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE Diffuser And Grille Test Data Job Name: Alec-Mezzanine System: HP-5 Room Number HP-5 SIA 2-119 1 2-119 2 2-119 3 2-119 4 2-119 5 2-123 6 HP-5 R/A 2-119 R-1 2-119 R-2 2-123 R-3 HP-5 OSA UNIT 1 Remarks: Size 24X24 24X24 24X24 24X24 24X24 24X24 24X24 24X24 24X24 8" 03+032 Type CD co co CD CD CD RG RG RG DUCT Page 8 Date: 2/27/2023 Technician: M.C. Ak Design Actual FPM CFM FPM CFM 1.00 320 330 1.00 320 324 1.00 105 108 1.00 320 312 1.00 320 330 1.00 215 217 TOTAL 1,600 1,621 1.00 623 628 1.00 623 628 1.00 155 165 TOTAL 1,401 1,421 0.35 571 200 571 200 Diffuser And Grille Test Data Job Name: Alec-Mezzanine System: H P-6 Room Number HP-6 S/A 2-120 1 2-120 2 HP-6 RIA 2-120 R-1 HP-6 OSA UNIT 1 Remarks: Size 24X24 24X24 24X24 8" 03+032 Page 9 Date: 2/27/2023 Technician: M.C. Type Ak Design Actual FPM CFM FPM CFM CD 1.00 200 211 CD 1.00 200 215 TOTAL 400 426 RG 1.00 250 269 DUCT 0.35 429 150 449 157 Fan Test Data Job Name: Atec-Mezzanine System: UNIT INFORMATION Unit Number Location Area Served Manufacturer Model Number Serial Number AIR MEASUREMENTS Total Fan CFM Total Outlet CFM Total Return CFM Total OSA CFM Externaf Fan Static Pressure Suction Static Pressure Discharge Static Pressure Fan RPM MOTOR MEASUREMENTS Motor Manufacturer Motor HP Motor Frame Motor Voltage -Leg1/Leg2/Leg3 Motor Phase Motor Amperage -Leg1/Leg2/Leg3 Motor Service Factor Motor RPM VFD Hz. Setting PULLEY & BELT DATA Motor Pulley Fan Pulley Belt -Quantity/Size Center Distance % Sheave Adjusted Closed Motor Travel In/Out Remarks: 03+032 Page 10 Date: 2/27/2023 Technician: M.C SF-11 ROOF OSA for HP-1 THUR 6 COOK '150KSP 138SJ56198-1701 1,130 1,159 1,130 1,159 0 0 1,130 1,159 0.75 N/A . N/A -N/A 618 630 Design Actual Design Actual Baldor 0.75 0.75 56.0 56.0 230 230/230/230 3 3 3.6 2.3/2.2/2.3 1.25 1.25 1,730 1,745 N/A NIA 1VL40X7/8" AK69X1" (1)-AX48 17.5 100% 2"1N/2"OUT Diffuser And Grille Test Data Job Name; Atech-Mezzanine System: SF-11 Room Number SF-11 SIA HP-5 1 HP-6 2 HP-1 3 HP-4 4 HP-2 5 HP-3 6 Size 8" 8" 8" 8' 10" 8" 03+032 Type DUCT DUCT DUCT DUCT DUCT DUCT Page 11 Date: 2/27/2023 Technician: M.C. Ak Design Actual FPM CFM FPM CFM 0.35 200 200 0.35 150 157 0.35 270 275 0.35 110 113 0.55 300 309 0.35 100 105 TOTAL 1,130 1,159 Remarks: NOTE ON FAN COIL FC-2 THERES A MISSING 20X10 SAR AT THE END OF THE SUPPLY DUCT. DIVIDED 2000 CFM FOR 3 SARS INSTEAD OF THE 4 SARS. Flow Meter Test Data Job Name: Atec-Mezzanine System: Location Size Manufacturer HP-1 1" HAYES HP-2 1" HAYES HP-3 1" HAYES HP-4 1" HAYES HP-5 1' HAYES HP-6 3/4' HAYES Remarks: 03+032 Model L!>LU 2520 2520 2520 2520 252EO Valve Setting N/A NIA N/A N/A N/A N/A Date: 2/27/2023 Technician: M.C. Design Actual L':,.p GPM L':,._p 2-32 12.U J.U 2-32 12.0 3.0 2-32 10.5 3.0 2-32 12 0 3.0 2-32 12.0 3.0 2-32 3.0 6.0 Page 12 GPM 12.0 12.0 10.5 12 0 12 0 3.0 HAZARDOUS MATERIALS QUESTIONNAIRE RECORDID# _________________ 1 PLAN CHECK# _________________ 1 ... . •~ceec'-'• BU$inass Name Alphatec Spine Project Address (include suite) 1950 Camino Vida Roble Malling Address (include suite) same Business Contact Robert Tribb~ City Carlsbad City State CA State Telephone# (760) 494-6868 Zip Code 92008 Zip Code Project Contact Applicant E-f!!,&JI ~ ~ Telephone# Andrew Tarango, SCA Architecture andrewt@aca~ 2 2022 {858} 793-4m BP DATE APN# 212-093--05 and 12 Pl.an File# Th• following quutlons napreaent the facfllty'• ■ctMtlN, NOT the specific project ducnptlon. applicant must contact e Flre Protection ncy una on p or o p an su . Occupancy Rating: B, F·1, S-1 Faclllty'• Square Footage (including proposed project): Building Total: 121, 541 s.f., T.I. total: 6,523 s.f. 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards 3. Flammable/Combustible Liquids 7. Pyrophorics 11, Highly Toxic or Toxic Materials 15. None of These. 4. Flammable Solids 8. Unstable Reactlves 12. Radioactlves • If the answer t.o any of the quea 1$ yes, applicant must contact the n an Diego, CA 92123. cen {858) 505-6700 prior to the issuance of a bul Ing permit FEES ARE REQUIRED Project Completion Oate:December 30, 2022 Expected Date of Occupancy: January 6, 2023 0 CalARP Exempt YES NO (for new construction or remodeling projects) 1. 0 [El Is your business listed on the reverae side of this form? (check all that apply). Date lnltlala 2. D [El WUI your business dispose of Huardous Substances or Medical Wate In any amount? 3. D [El Win your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 D CalARP Required pounds and/or 200 cubic feet? 4. 0 [El WIii your business store or handle carcinogens/reproductive toxins in any quantity? Dale lnltlala 5. D [El WIii your business use an existing or Install an underground storage tank? 6. D (E) Will your business store or handle Regulated Substances (C&IARP)? D CelARP Complete 7. D [El W~I your business uae or Install a Hazardous Waste Tank System (Title 22, Article 1 O)? 8. D [EJ WHI your business store petroleum In tanks or containers at your facility with a total facility storage capacity equal to Date tnltlms or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). PART 111: SAN DIEGO COUNTY AIR POLLUTION CONTROL ffl,STRICT ~); The following questions are Intended to Identify the majority of air pollution Issues at the planning stage. Your project may requ additiona measures not Identified by these questions. Residences are· typically exempt, except• single building with more than four dwelling units and those with more than one detached residential bulldings on the property-e.g. granny ftats [+Excludes garages & small outbuUdlngs not used as dwelling units]. If yes Is answered for the questions below please see link for further instructions: here or for more comprehenSMI requirements, please contact apcdcomp@sdapcd.org or call (858) 58&-2650. YES NO 1.(2] □ 2.0 0 3. □ 4.□ Will the project dislllb 100 1quare feet or more of exldng buldlng malllrlllll? If yea, submit an aabestol 1urvay lo apcdcomp@ldllpcd.org. Will any load supporting llllldural membllrg be removed? If yes, IUbmlt an aabeltol IUMIY and demolltlon nollflcation to apcdc::amp@sdapcd.org at lent 1 0 WOl1dng days prior to atar11ng the demolltlon fA a load baerlng lll'Udure. A notification Is reqund ewn If no asbeatae ii prwent in the structure. (ANSWER ONLY IF QUESTION 1 IS YES) WIii 100 ■quare feet or mare of frlable ubeltol material be disturbed? If yes, IUbmll II notlll<:a1!on of llllbesto. nlfflO'IIII to ~p@ldapcd.org at INet 10 wm.lng days prior ID llarllng abeltoa removal. WIii any equipment or operetlons be lnlltaled lhllt may require an APCD Permit to Openste? Pl-"9 1h11 ,._ ■Ide of this form for typical equlpmen1 requiring an APCO permit. If yes, c:ontact APCD prior to the lsluaoce of a building permit Briefly describe business activities: Biotechnica1 Research and Development (spinal implants) I declare under penalty of petjury that to the best of my knowledge a Andrew Tarango, SCA Architecture Name of Owner or Authorized ant true and correct. USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:. ______________________________ _ BY· DATE· J I EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASE!> FOR BUILDING PSU,111' BUT NOT FOR OCCUPANCY RELEAIEO FOA OCCUPANCY COUNTY-HMO• APCO COUNTY-HMO APCD COUNTY-HMO APCD -·---!l\on CoQt. ~"' <te; ... q .. ~ Reviewed Qi q 10/11/2022 MF ~' 011te/lnit1iJIS scJ,, <'.::.\ o* . D,eqo C ' •A stamp in this box smJx exempts busmesses from completing or updating a Hazardous Materials Business Plan. other permitting requirements may still apply HM-9171 (01122) County of San Diego • OEH • Hazardous Materials Division ( City of Carlsbad PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Bulldlftl Division 163S Faraday Avenue 442-339-2719 www.carlsbadca.1ov This checklist Is Intended to help building pennlt applicants Identify which Climate Action Pian (CAP) ordinance requirements apply to their project. This completed checklist (B-50) and summary (B-55) must be Included with the building pennlt application. The Carlsbad Municipal Code (CMC) can be referenced during completion of this document by dicking on the provided links to each municipal code section. NOTE: The following type of pennlta are not required to fl out this form ♦ Pelia I ♦ Decks I ♦ PME (w/o panel upgrade) I ♦ Pool Consultation with a certified Energy Consultant Is encouraged to assist In filling out this document. Appropriate certlftcation lndudes, but Is not limited to: Licensed, practicing Architect. Engineer, or Contractor famlllar with Energy compliance, IECC/HERS Compliance Specialist, ICC G8 Energy Code Specialist, RESNET HERS rater certtfled, certified ICC Residential Energy Inspector/Plans Examiner, ICC Commercial Energy Inspector and/or Plans Examiner, ICC CAL.green Inspector/Plans Examiner, or Green Building Residential Plan Examiner. If an Item in the checklist Is deemed to be not appllcable to a project, or Is less than the minimum required by ordinance, check NIA and provide an explanation or code section describing the exception. Details on CAP ordinance requirements are available at each section by clicking on the munldpal code link provided. The project plans must show all details as stated In the applicable Cerlsbad Municipal Code (CMC) and/or Energy Code and Green Code sections. Project Name/BUIiding Permit No.: BP No.: Property Addre&SIAPN: 1950 camlno Vida Roble / APN 212-093-05 & 12 Applicant Name/Co.: Andrew Tarango -SCA Applicant Address: 13280 Evening Creek Drive South, #125 Contact Phone: (858) 793«4777 Contaet Emafl: andrewt@sca-sd.com Contact Information of person completing this checklist (If different than above): Name: Company name/address: SAME Contact Phone: (858) 793-4777 Contact Email: Applicant Signature:___,;.R_X;,:;.__ _________ Date: 4 · \ ~ · zozz_ B--50 Page 1 of 7 Reviled 04121 Use the table below to determine which sections of the Ordinance checklist are applicable to your project. For alterations and additions to existing buildings, attach a Pennlt Valuation breakdown on a separate sheet Building Pennlt Valuation (BPV) S breakdown $ 3 7 S , 9 8 5 • 12 D New conatrudlon 2A*, 3A*, 18,28, *lndudes detached, newly construclad ADU 4A*, 3B,4A D Adcllone and allntlons: D BPV < $60,000 NIA NIA All residential additions and alterations D BPV :i!: $60,000 1A,4A 4A 1·2 family dwellings and townhouses with attached garages D Electrical aeNice panel upgrade only only. *Multi-family dweDings only where Interior finishes are removed D BPV:i!: $200,000 1A,4A* 1B, 4A* and significant sita wort< and upgrades to struc.1ural and mechanical, electrical, andlor plumbing systems are proposed D New conatn.don I 18, 28, 3B, 4B and 5 I Ill Mntlons: (THIS PHASE) Kl BPV it $200,000 or additions it 1,000 1B, 5 square feet □ BPV it $1,000,000 1B,2B,5 Building alterations of it. 75% existing gross floor area D it. 2,000 sq. fl new roof addition 2B,5 1 B also applies if BPV it $200,000 Please refer to Carisbad Moolclpal Code (CMC) 18.21.155 and 18.30.190,and the Calorria Green Btildilg Standards Code (CAl.Green}b' more information. Appropriate details and notes must be placed on the plans according to selections dlosen In lhe design. A O Rnldentlaladdltlonoralttndlon~$60,000bulldlngpennltvaluatlon. a NIA ________ _ DetlilsofselKtlonchosenbelowmustbeplacedonlhepllnarnrenclngCMC □ Exception: Home energy score :i!: 7 18.30.190. (attach certification) Year Bullt Slngle.famlly Requirements Multl.famlly Requirements D Before 1978 Select one option: □Ductseaing □Attic insulation □Coolroof □ Attic insulation □ 1978 andlater Select one option: D Lighting package D water heating Package □ Between1978and1991 Select one option: D Ductseallng □Attic insulation □Coolroof D 1992 and later Select one option: D Ughtingpackage □Walerheating pad<age Updated 4/16/2021 3 B. I] Non'9lklentllr new CGl'lllndon or lltntlons ~ $200,000 bulcllng pennltvalultlon, or lddllom~1,0001q1m1feet.SeeCMC18.21.1551ndCAI.Green AppendlxAS □ NIA AS.203.1.1 Chooleone: □.1 OUtdoorlightlng □ .2 Restaurant service water heating (CEC 140.5) □.3Warehou&edoc:ksealdoors. 11.4DaylifttdesignPAFs □.5Exhaustalrhaat1'8ClOY81)' □ NIA AS.203.1.2.1 Choose one: □ .95 Energy budget (Projeds with indoor Ughtlng OR mechanical) II .90 Energybudgat (PmjedswlthlncborlightingANDmec:hanical) D NIA AS.211.1" □ On-site renewable energy: Ill NIA AS.211.3 .. □Green power: (If offered by local ulity pmvider. 50% nttrun mnewable SOllalS} Ill NIA AS.212.1 □Bevatorsandescalators: (Projec:twlthmorelhanoneelMtorortwoescalatrn} II NIA AS.213.1 □ Steel framing: (PRMda details on plansforop1klns 1-4 d1Dlen) II NIA • Includes hotels/motels and high-rise residential buildings -------- .. Foraltarationsi$1,000,000BPVandatfeding>75%8ldstinggrosstoorarea,ORmterallonslhatadd2,000squarefeetofnewroofaddition:COl11Jly with CMC 18.30.130 {sedlon 28 below) Instead. A. D Relldenlal new conatrudlon (for IOVHlle ntllclentlal bullclng permit appllcallonl IUbmlttld lfllr 'IMO), Rn-to 2019 CalKamla Energy Code IIC1lon 150.1(c)14 for requllWMllll. If praJed lncludel lnlflllllon of• llectrlc hlllt pmnpwaflr,__ pllllllllltto CAPsectlon3Bbelow(low-riltl'llldentlalWatarHeatlng),IIICl'llllsysllmllzeby .3kWdctf PVoffletaptlon llleleclld. Floor Plan ID (u&e addlloual CFA #d.u. Calcutated kWdc• sheets If necessary) Total System Size: kWdc= (CFAx.572)/ 1,000 + {1.15 x#d.u.) -J=ormula calaJatian v.tiere CFA = oondilional floor araa, #du= runber of dwalings per plan type If proposed system size Is less than calaJlatad size, please 8llplain. kWdc Exception □ □ 0 0 B. 0 NonrNldenllll new construcllon or attntlons 2$1,000.000 BPV AND dec:llng ~5% ullllng floor 1191, OR ldcltlon that lncrwes roof na by ~,000 square feet. PlealennrtoCMC 1U0.130whln complelng 1111 l8Cllon. 1lftolr.Thllwlon1llo111P111 to high-rise NSklentlal and hotel/motel bulldlngs. Choose one of the following methods: □ Gross Floor Area (GFA)Method GFA: □If< 10,000s.f. Enter: 5 kWdc Min. SystemSize: D lfit 10,000s.f. calculate: 15 kWdcx (GFA/10,000)- _kWdc -Round building size factor to nearest tenth, and round system size to nearest whole number. Updated 4/16/2021 4 □ Time-Dependent Valuation Method AnnualTDVEnergyuse:,.... ______ x .. BO= Min. system size:.__ ____ .kWdc ,._Attach calculation documentation using modeling software approved by the California Energy Commission. 3. Watar Heating A. D Ruldentlal and hotel/motel new construction. Refer to CMC 18.30.170 when completlng this section. Provide complete details on the plans. □ For systems serving lndlvldual dwelllng units choose one system: D Heat pump water heater AND Compact hot water distribution ANO Drain water heat recovery (low-rise residential only) D Heat pump water heater AND PV system .3 kWdc larger than required in CMC 18.30.130 (high rise residential hotel/motel) or CA Energy Code section 150.1 (c) 14 (low-rise residential) □ Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher □ Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors D Exception: D For systems serving multiple dwelllng units, Install a central water-heating system with ALL of the following: D Gas or propane water heating system □ Recirculation system per CMC 18.30.150(8) (high-rise residential, hotel/motel) or CMC 18.30.170(8) (low- rise residential) □ Solar water heating system that Is either: D .20 solar savings fraction □ .15 solar savings fraction, plus drain water heat recovery □ Exception: B. D Nonresldentlal new construction. Refer to CMC 18.30.150 when completing this section. Provide complete details on the plans. □ Water heating system derives at least 40% of Its energy from one of the following (attach documentation): □ Solar-thermal □ Photovoltaics □ Recovered energy □ Water heating system is (choose one): D Heat pump water heater D Electric resistance water heater(s) □Solar water heating system with .40 solar savings fraction D Exception: It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy-related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. Updated 4/16/21 5 4. Electric Vehlcle Charting A. D Resldentlal New construction and major alterations* Please refer to CMC 18.21.140 when completing this section. D One and two-family residential dwelling or townhouse with attached garage: D One EVSE Ready parking space required D Exception : D Multi-familyresldential· □ Exception · Total Parking Spaces EVSE Spaces Proposed EVSE (10% of total) Installed (50% of EVSE) Other "Ready" Other •capable" Celculations: TotalEVSEspaces=.10xTotalparldng spaces proposed(roundeduptonearestwholenumber) EVSE lnslalled= Tola! EVSE Spaces x .50 (munded up to nearest whole ruroer) EVSE other maybe "Ready" or "Capable" *Majoralterationsare:(1)foroneandtwo-familydweRingsandtOYmhouseswithattachedgarages,alterationshaveabulldingpermit valuation~$60,000 or indude an electrical service panel upgrade; (2) for mullifamiy dwelings (three units or more 'M1hout attached garages), alterations have a building permit valuation~ $200,000, interiorfinishes are removed and significant site work and upgrades to structural and mechanical, elecbical, and/or plumbing systems are proposed. •ADU exceptions for EV Ready space (no EV ready space required when): ( 1) The accessory dwelling unit is located within one-half mile of public transit. (2) The accessory dwelling unit is located within an architecturally and historically significant historic district. (3) The accessory dwelling unit is part of the proposed or existing primary residence or an accessory structure. (4) When on-street parking permits are required but not offered to the occupant of the accessory dwelllng unit. (5) When there is a car share vehicle located within one block of the accessory dwelling unit. B. D Nonrnldentlll new constructlon~ncludes hcblslmolll1) D Exception : __________ _ Plea1e refer to CMC 18.21.150 when completing thl8 section (EXISTING) Total Parking Spaces --• EVSE (10% of total) I lnslalled (50% of EVSE) I Other "Ready" I Other "Capable" r1 • I I I Celculation· Refer to the table below: Total Number of Parking Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces D 0-9 1 1 D 10-25 2 1 D 26-50 4 2 D 51-75 6 3 D 76-100 9 5 D 101-150 12 6 D 151-200 17 9 D 201 and over 1 O percent of total 50 percent of Required EV Spaces Calcuations; TotalEVSEspaces=.10xTotalpari<ing spaces proposed (roundeduptonearestwholenumber) EVSE lnstaled= Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other may be "Ready" or "Capable" Updated 4/16/2021 6 5. QTranspoltallon Demand 11..........-{TOIi): Nornsldenllll ONLY M Bllfl'Oved Transportation Demand Management (TOM) Plan is reqt.ired for al nonresidential projects 1hat meet a tlnshold of employee-genera ADT. CitystaffwillusethetablebelowbasedonyourBUbmittedplanstodeteminewhetherornoryourpemitrequiresaTDMplan.lfTDMlsapplicabletoyour pemit, staff will oontad: the applicant to develop a site-spedfic TOM plan based on the permit details. Acknowledgment Employee ADT Estimation for Various Commercial Usea Use Emp ADTfor first 1,000 s.f. EmpADTI 1000 s.f.1 Office (all)2 20 Restaurant 11 Retails 8 Industrial 4 Manufacturing 4 Warehousin 4 1 Unless otherwise noted, rates estimated from ITE Trip Generation Manual, f(lhEdition 13 11 4.5 3.5 3 1 2 For all office uses, use SANOAG rate of 20 ADT/1,000 sf to calculate employee AOT 3 Retail uses include shopping center, variety store, supermarket, gyms, phannacy, etc. Other commercial uses may be subject to special consideration sample cafcy1at1ona; Office: 20,450 sf 1. 20,450 sf/ 1000 x 20 = 409 Employee ADT Retail: 9,334 sf 1. First 1,000 sf = 8 ADT 2. 9,334 sf -1,000 sf = 8,334 sf 3. (8,334 sf/ 1,000 x 4.5) + 8 = 46 Employee ADT I adcnowtedge that 1he plans Slbmitted may be subject to the City of Cel1sbad's Transportation Demand Management Ordinance. I agree to be contacted should mypennitrequireaTDMplanandunderstandthatanapprovedTOMplanisaconditionofpermltissuance. AppicantSignature: N\.D . Date: 9/14/2022 Person other than Applicant to be contacted for TDM compliance (ff applicable): Name(Printed): Michael Dendinger -Atec, VP of Operations PhoneNumber: 858-209-0850 Email Address: __ M_D_e_n_di_ng_e_r_@_a_te_cs_p_i_ne_._co_m ______ _ Updated 4/16/2021 7 ATEC RPG -RAF PACIFICA GROUP "FUSION" 1950 CAMINO VIDA ROBLE, CARLSBAD, CA. 92008 EMPLOYEE ADT ESTIMATION CALCULATION: OFFICE/ R&D: 115,681 SF. 115,681 SF./ 1000 x 20 = 2,314 Employee ADT INDUSTRIAL: 6,546 SF First 1,000 SF. = 4 ADT 6,546 SF -1000 SF= 5,546 SF. (5,546 SF/ 1,000 SF. x 3.5) + 4 = 19 Employee ADT WAREHOUSE: 5,837 SF. First 1,000 SF. = 4 ADT 5,837 SF-1000 SF= 4,837 SF. (4,837 SF/ 1,000 SF. x 1) + 4 = 5 Employee ADT TOTAL 2,338 Employee ADT Alphatec Spine -19SO Camino Vida Roble, Carlsbad, CA DGA #: C0143 Carlsbad Pennit #: CBC2020-0156 June 5, 2020 Page 2 of2 FOR REFERENCE ONLl Belpw is a list of all of Alphatec Spine's Flammable liquids and Class lli"A liquids along with the individual container size and type of container. lndlvldual CAS#or Flammabllly Container Type of ldentlfvlnt No, Product Name Class Size Container ELMERS·E141 Eimers Rubber Cement Oassl•B 8 oz. Glass 64-17-S Ethvl Alcohol 190 Proof Classl-8 1 11111 Glass MANN-2831 Mann Ease Release 2831 Mold Release Amnt Classl-B 1 lbs Tncan PSC-CROWN·STRIP Crown Handl-Str1P Classl-B 1 auart Tin can 00-01-693 Paint Thinner Classl-8 1 auart Tin can JM-05-974S-O 3M Scotch-Weld SUrface Activator ciass 1-8 2 oz. DlastfcHDPE POWER-TB-400 Gardner Bender Llauld £1ectrkal Tace Class 1-B 4 oz. nlastlc HDPE DVKEM-80300 Dukem Steel Blue {803001 Oassl-B 8 oz. plastic HOPE WEPAK-WC-021 21 1lass deaner Oassl-B 18 oz. nlastlc:HDPE 67-63-0 7°" lsoPl'OPYI Alcohol Class l•B 1 nl nlastlc: HOPE 67-63-0 lsopropyl ~ohol Class 1-B 1 tal DlastlcHDPE 67-64·1 Acetone Classl-B 1 pl plastic HDPE HENKa-702304 Locttte Fbcmaster Puttv Hardener ClasslU-A 2 OZ, plastic HDPE RECTORSEAL-31300 RectorSeal Tru-Blu Ploe Thread Sealant Classlll-A 4 OZ. dastlc:HDPE 14-RUST-60 Goo Gone Classlll•A 12 DL Dlastk: HOPE 14-RUSf-79 Wtndex Cius Ill-A 1 al Dlastlc HOPE EXXON-600643 Mobll Veloclte Oii 13 Class Ill-A s gal plastlc HDPE If you have any questions, or need additional information, please call at 619-677-2004. Sincerely, ~_:-Y Marissa Miyao Klausbruckner & Associates Inc. By way of my signature, Atpbatec Spine agrees to the occupancy and use conditions specified in « d 6-~-~0 ~e £_,_c(Slgn Namc& Dale) FOR REFERENCE ONLY Cai>,19'12020 NeUQnal Are Pralediorl AslCICildcn (liFf'Mll. l.lllllnHd bf IIIJllamenl IO E11111111 l<!lullllUdUW FCIR INDIVIDUAi. US£ ONL 'I and IIDWnlDadldcn ~-NII llllplDCIJDliol tit .,_1!111llan ill q bin JIit~ .•. • •.... .. . . . wllhoulwi!ltanperpnslDnClfJIFPAe. FarltlqutlKot-• -~-•lonpo,1 unuhollad,.., -~-. STORACE OF UQUIDS IN CONTAINERS-OENERAL REQUIREMENTS A Table 0.4.!I Mulmuan Allowable Size -Conlalnen, Intermediate Bulk Containera (IBCa), and Portable Tanka lllammable Uqukla Combosdble Uquida Container Type Cass IA :miss. • · :,-~. < -~ ·· _'.7·~-: ·-xiitto:u .. 1. ··,~: _ i ~di r.,..,..~:-· ·· :M-~~_(olih~ Jhan:i!nunal. ·_, ,-~a·ga1 (fq :... 5.~ gal (!OL:} , ,. 9t:!lpproveci plas~t: ::,.'. . · --·· _ :;: _ · -· Safety cans 2.6 gal (10 L) 5.8 gal (20 L) Metal drum. (e.g., UN 119 gal (450 L) 119 gal (450 L) 1Al/1A2) Approved metal portable 1anks and I801 Rigid phlstlc mo, (UN !llHl or !11H2) and composite mes with • rigid inner receptacle (UN81HZl)t Compoaitc mec with flexible inner receptacle (UNS1HZ2), DOT/ UN-approved Oexlble mes, and NMFC/ ISTA-complianl IB0st '19!1 gal (9000 L) 798 gal (SOOD L) NP NP NP : ~~~!~~,r~fan4._:'.:-· -~_._.8._ <ia"Pi'.'_T_·:_f•·_:·:··.·.:·:~g-".'Tii_m1F_1 -~----.. ,j~tb)(I, ... J!I_, ........ , , 0 ,-: 1-i1 tl\ll..., ~-. · .. :·UN1R2"lli.011SlUitb6med . ,. . • .. •i . ' .. ·.. . ·-: . > • ·.,· .• ~--,: · ... ,---•;;c-· ·'.:"·~-:.,·.· ... :':·•' .•·,-'-" .", ; -btDOl':exemptiori _·_. ::..... . . -~-, ... ·, .. ~.-...... ·.'.:C:,s,< _., .. ·, .-... , .... Fiberdn.un NMFC or UFC 1ype 2A; 'l)pes SA, SB-H, OT SB-L; Ot' eil NP NP a-IC a.an a-DIA ----is--1-,i:-~,f .. ·_ ---'it"w-;;.;..-;iin"F -. . a.aw.r. . __ . ·_,.-:: ~"6P-I .'V"..';' .. _.,~. 5.5 gal (20 L) 119 gal (450 L) 799 gal (9000 L) NP NP &;&.~J3ou ~:t i.:,s_p1 (!OL1, --:--:-:.._ : • :_•'! 5.S pl {20 L) 5.S gal (20 L) 119 gal (450 L) 119 gal (450 L) 79!1 gal (9000 L} '193 gal (SOO0 L) '19B gal (SOOI) L) 798 gal (SIJ00 L) SB] gal (ISOOL) !51 gal (1500 L) NP: Not permitted £or the conlalner categories so cblulftecl unlas a ftre pmtecdon ll)'Slem ii pnmdtid that is devdoped In ac:cotdance with J 6.!1.6 and bi approved Cor the &ped6c (Oftialner and protection agalnat. stat.ic electrlcit.y la provided. •See9.4.!tl, tSeeM.!1.2. 4 9.4,8,4.1 To be considered protected storage u delmed in 9.2, l and in accordance with Chap&er 16, an overpack conialner shall be comlrucled of the aame materlal aa the leak- ing or damaged container. · lt.4.1.4,! Metal mmpack containcnc mall be considered non-n.:!!1ie,Tng sl)'le conta.inen:. -. 9.5"' J.llammable Liquids Storage Cabinets, 9.5.l Tbe volume of Class I, Class D, and Class llIA liquid& stored in an Individual storage cabi11et &hall not exceed 120 gal (460L), 9Ji.2 The tolal aggregate volume of Cass I, Clasa II, and Class IllA liquid& in a group of 110:rage cabinets shall not exceed the maximum allowable quantity of flammable and combustible liquids per control area based on the occupancy where the cabinets are loeated. 9,5,S Storage cabinela that meet at least one of the following seu of requiremenls shall be acceptable for sLOrage of liquids; (1) Storage cabinets designed and co11Stnu:1ed lo limit the internal temperature al the cenLer of t11e cabinel and 1 in. (25 mm) from the top of 1.be cabinet to not more than 325"F (U;!J"C), when subjected to a l.0-nrlnut.e fire test tbal .simitlat.es I.be fire exposure of the standard time- temperature cune specified in ASTM E119, Stondmrl n,1 MttduH/& for Rn ntt.s of BwtlJ.t,g o,un11:1fati •ntl Matmals, shall be acceptable. All joinll and 1eama ahall remain light at1d the door shall remain securely cl0&ed during the teat. (2) Metal storage cabinets consttucted in the following manner shall be acceptable: (a) The bottom, top, door, and &ides of the cabinelahall be at least No. 18 gauge sheet steel and shall be double-walled, wfth 1 ij in. (!18 mm) air ,pace. (b) Joinia &hall be ri,eted, welded, or made tight by some equally e&ca.hie means. (c) The door shall be proYidcd with a three-point latch ammgement. lllld lhe door Bill shall be raiacd at leut 2 in. (60 mm) above the botlmn of the cabinet to retain. spilled liquid within the cabinet. (S) ~odeo cabinecs constructed In lhe following manner shall be acceptable: (a) The bouom, sides, 1md lop shall be constructed of exlerioT pde plywood that b at least 1 in. (25 mm) thick and of a type that wm not bi-ealt dO\m or delamlnale wKler fire conditions. (b) All joints shall be rabbetted and shall be fastened in two directions with wood at.Tews. Shad<.-d tt!l.:I • Reviillons. 1:1,. = Text dele1io11111md lig11re/111hle reYlsions. •., Section dclelions. N c Nrw m1111erial. 2018 Edltloo