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HomeMy WebLinkAbout1900 ASTON AVE; 100; CBC2019-0244; PermitCL7city of Carlsbad Commercial Permit Print Date: 12/13/2019 Permit No: CBC2019-0244 Job Address: 1900 Aston Ave, 100 Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed- Finaled Parcel No: 2121202400 Lot #: Applied: 05/22/2019 Valuation: $6,000.00 Reference #: Issued: 06/26/2019 Occupancy Group: Construction Type: Permit Finaled: # Dwelling Units: Bathrooms: Inspector: Bedrooms: Orig. Plan Check Final Plan Check #: Inspection: 12/13/2019 2:26:56PP Project Title: Description: M2 INGREDIENTS: STORAGE RACKS Applicant: Owner: Contractor: WAREHOUSE SOLUTIONS P D G CARLSBAD 59 LIMITED WAREHOUSE SOLUTIONS INC AMY BORINKSKI 12562 Highway 67 1900 Aston Ave 12562 Highway 67 Mark Wallace Lakeside, CA 92040-1159 CARLSBAD, CA 92008 Lakeside, CA 92040-1159 619-873-4410 619-873-4410 BUILDING PERMIT FEE ($2000+) $79.48 BUILDING PLAN CHECK FEE (BLDG) $55.64 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $41.00 FIRE High Piled Storage $756.00• MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $39.00 SB1473 GREEN BUILDING STATE STANDARDS FEE $1.00 STRONG MOTION-COMMERCIAL $1.68 Total Fees: $973.80 Total Payments To Date: $973.80 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560f I www.carlsbadca.gov 141 Plan Check No.(/ - 10— Building Permit Application NW - ---" I 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value $iOOO - CITY OF 760-602-2717/2718/2719 Plan Ck. Deposit Fax 760-602-8558 Date ,jcj Iswpp I www.cãrlsbádca.gov CARLSBAD JOB ADDRESS 1900 ASTON AVE I SUITE#/SPAGE#/UNIT# I AdO I APN I 212 - 120 - 24 - 00 CT/PROJECT # LOT # PHASE # # OF UNITS # BEDROOMS C BATHROOM S TENANT BUSINESS NAME CONSTR. TYPE I 0CC GROUP I f M2 INGREDIENTS I I B, S-I DESCRIPTION OF WORK: include Square Feet of Affected Area(s) INSTALLATION OF PREMANUFACTURED PALLET RACK EXISTING USE I PROPOSED USE GARAGE (SF) i PATIOS (SF) lAIR CONDITIONING FIRE SPRINKLERS OFFICES, WAREHOUSE I OFFICES, WAREFI IDECKS(SF) IFIREPLACE 'sD# NODI VESNOD I YESNOD APPLICANT NAME (Primary Contact) WAREHOUSE SOLUTIONS APPLICANT NAME (Secondary Contact) ADDRESS ADDRESS 12562 HIGHWAY67 CITY STATE ZIP CITY STATE ZIP LAKESIDE CA 92040 PHONE FAX PHONE IFAX 619-873-4410 I EMAIL EMAIL amyborinskiwarehousesoIutions.com 1Z PROPERTY OWNER NAME M2 INGREDIENTS CRTOR BUS. NAME ADDRESS . ADDRE 1900 ASTONAVENUE CITY STATE ZIP CITY STATE ZIP CARLSBAD _CA 92008 PHONE FAX PHONE FAX EMAIL EMAIL ARCH/DESIGNER NAME & ADDRESS LIC. C STATE LIC# CLASS I CITY BUS. LIC.# 7 STATE .. (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair.any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law {Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. [] I have and will maintain workers' compensation, as rea(ed by Section 370001 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 Co. _Anlericy(Ifrme Assurance Co. Policy No. WC 047018922 CA Expiration Date 0710112019 This section need not be completed if the permit is for one un dollars ($100) or less. []Certificate of Exemption: I certify that in the perfo a of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' an coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (8100,000), in addition to the cost of compensation, damages a vided for in Section 3706 of the Labor code, interest and attorney's fees. JK CONTRACTOR SIGNATURL.___ -.._.,.... 0 AGENT DATE c7z Z// ®oQW0(® I hereby affirm that lam exempt Ilom Contractor's License Law for the following reason: [J 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 loan owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, 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 contractor(s) licensed pursuant to the Contractor's License Law). [] I am exempt under Section _____________Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. I:jYes DNo I (have! have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address! phone! contractors' license number): I plan to provide portions of the work, butt have hired the following person to coordinate, supervise and provide the major work (include name / address! phone contractors' license number): I will provide some of the work, bull have contracted (hired) the following persons to provide the work indicated (include name! address! phone! type of work): ..5PR0PERTY OWNER SIGNATURE []AGENT DATE &iio '91330 OG(O®II (®( ® ®@J?Oa OWOQ®O( 0173 ®)(?. Is the applicant or future building occupant required to submit a business Ian, acutely hazardous materials registration form or risk management and prevention program under Sections 25505,25533 or 2553401 the Presley-Tanner Hazardous Substance Account Act? [J Yes / No Is the applicant or future building occupant required to obtain a permit from The air pollution control district or air uality management district? Dyes No Is the facility to be constructed within 1,000 feet 0f the outer boundary of a school site? [:]Yes / No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE-APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. )€19009 oa)@ Qt)&SY - I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lenders Address I certirthatI have readtheapplicationandstatethattheabov jpm4ion e niscorrectan theinfmationontheplansisaccurateiagreetocomplywithall yordinances and Statelawsrelalingtobuildingconstiuction. I hereby authorize representative of the City of Carlsbad to ent bove m oned ropertytorinspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EX HICH IN A YWAYACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5' deep and ram nof structures ov&3 stories inheighL EXPIRATION: Every permit issued by the Building Ofiloal und ions eshallexpirebytinitation and become nut and veid if the building or work authorized by such permit is not commenced within 180 days from The date of such permit or if the building or work bys t is suspended or abandoned at anytime after the work is commenced bra period of 180 days (Section 106.4.4 Uniform Building Code). ..'APPLICANT'S SIGNATURE DATE 2 Permit Type: BLDG-Commercial Application Date: 05/22/2019 Owner: P 0 G CARLSBAD 59 LIMITED Work Class: Tenant Improvement Issue Date: 06/26/2019 Subdivision: CALSBAD TCT#85-24 UNlT#04 Status: Closed - Finaled. Expiration Date: 06/09/2020 Address: 1900 Aston Ave, 100 IVR Number: 19249 Carlsbad, CA 92008-7308 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 0810812019 08114/2019 BLDG-Fire Final 099902.2019 Passed Dominic Fieri Complete Checklist Item COMMENTS . Passed FIRE- Building Final No 12/09/2019 12109/2019 BLDG-14 112979-2019 Passed Paul Burnette Complete Frame/Steel/Bolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 1211012019 12/10/2019 BLDG-Fire Final 100975-2019 Failed Adalmira Maldonado Reinspection Complete Checklist Item COMMENTS Passed FIRE- Building Final 12/10/19 No 1. Provide additional listed exit signs. Signs shall be located to clearly indicate the direction of travel such that no point shall be more than 100'ft 12/12/2019 12112/2019 BLDG-Fire Final 113549-2019 Passed Felix Salcedo Checklist Item COMMENTS Passed FIRE- Building Final 12/10/19 Yes 1. Provide additional listed exit signs. Signs shall be located to clearly indicate the direction of travel such that no point shall be more than lOOft 12/13/2019 12113/2019 BLDG-Final 113614-2019 Passed Paul Burnette Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency . Yes BLDG-Plumbing Final No BLDG-Mechanical Final . No BLDG-Structural Final Yes BLDG-Electrical Final No Complete Complete December 13, 2019 Page 1 of I BDJ Consufting, Inc. A Cftfamia Corporation 17582 Orange Dr. Yorba Unda CA 92886 Cell (714) 863-9160 Fast (877) 7643939 H FU COSULTNG9 INC. Obsemation Report and Obsemantion Agreement Job Address o AT' '- ZL54> y POnhlEt ° Job Name Agviuteict I if - l ZaA 4itrt d -: Engineer Observer Contractor Samples: X Quantity= kibcontracto Description 91 WorlObserved: [DATE: —T I c.... I V -t O r> A2 U1(if(> Tz44€- (_ 'i2S -t4LcwEL -'1:- t1 2- tAi . -. -- Zi e s1 - Certification of Compliance By this signature on the this Observation Report. I acknowledge that 6DJ Consulting, Inc. perfovmed thboiebservation. Ys hcrnhy crrhIy M. iS the thino of this osnelien. we have obanived oil of the above uuported we,k wdess effianetso natintTo Via best of ow knoctedge and lintel ne have menu I%' work to ovinpiy with the nppicv& pians. epeslthoiJann. aid p!icai*i a rn4c of the 1JIIIfiInI) 5uSdtnq Cods. as appitiLibtir to the locality whew this prejirel to locatud. This nrpoit cannot be const,ued to ho a rncrw;imundation of wish of any nature ID be performed. The performance of our ebjerve(kni cervices Is &drjact to the lenT's and cndttiens its described or. the rererisa riithi of this 1ThsrevyftepwL Tho Owner or a sucewnor in hstrast deli froM hamáesa NM ten ithhi1iom any end eillqgpi prn ninny oal ore vthafsurimrmr. that Is rnJated to I narjuvrrMcaspnMded. \> g Approved by: . Specleity No. - Agency st COPY, COPY, 5IOTC ITTC- 0ItuITC COPY BDJ Consulting, Inc. A California Corporation 17582 Orasige Dr. Yorba Linda CA 92886 Cell (714) 863-9180 Fax (877) 764-3939 H F 0 CONSULTING, INC. Observation Report and Observation Agreement Job Address City V9 CC~ -'J -i-- ,A Permit # Job jg _____________________ I.. Matenal Desrl1on ' Engineer cwrwyk '' ' contractor -j Samples: ' Quantity= > Description of Work Observed: DATE: ,i... [ 1 I,' Certification of Compliance We hereby certify Viat at the thne of this cbsssation. we have observed at of the above roporledywork tattess otherwise noted. TO the bant of ow.'rnoorledge and b-doet we have found this 'sock to vcmpfy 'slit, the epproved plans. apecttIsJIsns, and eppticabb soditan(s) of the By this signature on the this Observation Report. I acknowledge Uniform Building Code, as applicable to the locality where this project Is located. This report cannot be coqrstnmd to be a recommendation at work of any nature to be performed. The perfomianca of our observation soMcov Is utiject to the terms and conditions as described on the ervetsa skis of this 0. 1lbA'nsr era successor in brIniest shell hold that 8W Consulting, Inc.rmedta,above observation. is relatedto that hsmrisas BOJ Ccii. , any and r I /L4, /fixI ofROr Protect Supenntc.ndont Foreman Other No Agency ThITE94RCE CCPY CNA -ACCOUPTING COPY, FINK-OBSERVERS COPV BOTTOM WH1TE-iO3SfTE COPY BDJ Consulting, Inc. A California Corporation 17582 Orange Dr. Yorba Linda CA 92886 Cell (714)863-9180 Fax (877) 764-3939 H FO CONSULTING, INC. Observation Report and Observation Agreement Job Address - -_hc- - - - A_--..\ ./ ::-. City --I I Permit #s - —, - -) LTh_( -7 jobName 1 — - Architect I Material Description -c-••.-. / . .... .7 -i Engineer ________________________________ Observer Contractor Samples: X 'J Quantity= 00j ,__ Description qf Work1Observed: I DATE: —r / '— f. I ( .'— T •-\ ••E-tt - '\_.l. i/ ,/ )< —/ .2 C LC'A L € .- ' ' —. ::• 3' -- -- .....-, • .. --' -- - _ -. -. ----- -- p Certification of Compliance By this signature on the this Observation Report. I acknowledge that BDJ Consding, Inc. performed the above4servation. We hereby caddy that at the tone of this observation. we have observed all of the above rupotted Work tadess otherwise noted. lb (tie best of ort&rowledge and balist. we have found this work to vcrrty with the approved plans. speclibcalWs, eel Wpftdh sectton(s) at the Unilom, liulidlnc Code, as appicabla to the locality where this project Is located. This report careIotbecotobea recommendation at work bo performed. The performance otourobsorvatlon services Is subject to the leans and conditions as described on the leaves side of ittis Ohs svn5onopwt. The Owner or a successor hi isteest slurS had haMdM8WConsPqMt&torn any nd eli Ith percegs a newtuatacuivet. that Is related is the_atf'sethluj services provided. V ..--- Approved by: _J Specialty No. ( Agency IJKITE-OFSCE COPY, C ACC0UTC COPY, PW4l-48s5lwEns cop norrorn W 5tTE COPY :1 - BDJ Consulting, Inc. A Cafifomia Corporation 17582 Orange Dr. Yorba Linda CA 92886 Cell (714) 863-180 Fax (877) 7643939 H FO CONSULTING, INC. Observation Report and Observation Agreement Job Address ( 1 — A C.I4L , 5417 Permit Job Name tA4 z -S Nvhltect I Matedal Descdptton - I Aj.'C.d C7 _- Wi ._1 I z 1z ') £ Engineer 4S#:;_:. (.L TV Observer (3 - ,k,J/. Contact _lE \JA.92lf CA -c Samples: X Quantity= 00rLJ€. 4, 17 Descriotion of Work Observed: c-2* -if-- - O Ltd(.t 7 , Oc C_o (4 LT1. C) (Z4(4.c - L K 14 +4 S Ti.4 'rA A T <) 4(.Lyt t C cL4' L444C..-4 4O'2 c.'iO (4,4 C4 ( C.A17 ô1 t p Certification of Compliance Vt ItweCy cwW that. at aie Saw CT ass aSsOTseCom wa have observed eC CT (ITS above repoeted weik. ,gdess otherwIse nated TOthe best of awbno dgeeridboflof we have tound ft rc,k to oonçli with the aMmad phem spedfloatim and pllcabb soofon(s) of the Uniferm Boliditig Coft as applicable to the leGality where this project Is located. This raped cannot be construed to be a raconimandaliwa of work of any nature to be peifemied. The performance of ouroI to the terms and conditions as deeciibed on the meelse elde of Stia a&,.. Report. The Owner or a successur in interest shall hold harmless SDJ Cons tdgal proceedlegsolanynaheeahelsueve that IsreIatedtothe an we of eret? erver Approved by: - Foreman. Other Specialty No. Agency WHflOflitCECOPY CANfliRY-ACCOUNTING COPY PINK-OBSERVERS COPY, BOTTOMWWEE-JOBSflECOPY By this signature on the this Observation Report I acknowledge that BDJ Consulting, Inc. peifomed the abobsçrvation. EsGilV/0 A SAFEbullf Company DATE: 5/31/2019 JURISDICTION: City of Cir1sbad > U APPLICANT 21'JURIS. PLAN CHECK #.,: PROJECT ADDRESS: 1900 Aston Ave. SET:I PROJECT NAME: Storage Racks for M2 Ingredients The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. E The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: / (by:PJ) Email: Mail Telephone Fax In Person REMARKS: 1. Fire Department approval is required. 2. City to field verify that the path. of travel from the handicapped parking space to the rack area and the bathrooms serving the rack area comply with all the current disabled access requirements. By: David Yao Enclosures: EsGil 5/23/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad CBC2019-0244 5/31/2019 [DO NOT PAY - THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2019-0244 PREPARED BY: David Yao DATE: 5/31/2019 BUILDING ADDRESS: 1900 Aston Ave. BUILDING OCCUPANCY: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) racks per city 6,000 Air Conditioning Fire Sprinklers TOTAL VALUE 6,000 Jurisdiction Code 1cb 113y Ordinance Bldg. Permit Fee by Ordinance V Plan Check Fee by Ordinance V Type of Review: El Complete Review Structural Only D Repetitive Fee I V i Repeats El Other El Hourly d Hr. @ * EsGil Fee I $48.261 Comments: Sheet of ck Storage Project Name: M2 INGREDIENTS Project Number: T-043019-5 Dote: 05/08/19 1000 Street Address: 1900 ASTON AVE City/State: CARLSBAD, CA 92008 Scope of Work: SELECTIVE RACK CBC20I9-0244 1900 ASTON AVE #100 M2 INGREDIENTS: STORAGE RACKS Engineering, In .. -- 23142 Arroyo Vista Rancho Santa Margarita, CA 92688 Tel: 949.888.8850 Fox: 949.888.8851 All Abolhassani, P.E. President € Engineer of Record email: moil@storogerackengineering.com www.storogerackergineering.com '-1 e SEP 30 0.3o1 2121202400 5/22/2019 CBC20I 9-0244 GENERAL NOTES VICINITY MAP SHEET INDEX GOVERNING CODES: FIRE SAFETY NOTES: .•, ."T . - -' . ' - I 9 %LKNOMATE&*flCA.S4MLWfOM . aILa!opEmlT..t4To.T.aEDFAoMflhuRalaa TOTIC flSOLA4STATEAICFflWJ&tLAV4. uNMajNoTIEaII,S.TaCMSac.fl.I(C ,anc..tmccn . I - U ' - -tAn- asaxo act DETac .I flfl5 St_fl AAAA iifl.sa.acTticciT.tiefliSncnE IIcasflMarflcQIm.flflnATtNclHAaccNa Ay,sas,acnnac,camaw,HA,oasAwc.aacc SULLOVctWTWIrMAa&&.T,AVaa,TMCacEaOI - 1 -t - - . 4 s . WTNUCSSAJ,S. Iti NO*fl. 0 n,MEFETaqctToanca.E,o.flacaa a." . .___ .wtL_ a' a •:-.. :1 , - "'cc_kNtU*2X* "S n 8UILDING DEPT. NOTES. a4• N5TWJGERACICIAVWT -- ncctaswtuctgncac ,ntmay.q is S n5ERACICTpSEET MSit_c_ PSW ace. NCIa Ti.RACKS.T: - aawcsa.acccooasymaloa.cjunmaacamou a,a..a..cnaa.n.c,caunn in. .4 I. - r 4. •. ..... cacncclacflflaincnc RflSAm.Yt_iVC 55 DAMAGE 1555551wcn50.Swsflo,A5555A.eanct,Amw . a -.W* • - - • flj '.Si.a*'.J. . UnATEfliOEhLflALflhIAOctIEfl55CTOI EtGEflACPAUElUM55.YflA55 SflI55MELECATDA1tMATWRMItYVI.GAAOLGGSEYIIVMD4 enaro5lopccctwoucnc_,af.ctsuflvyay . • C CDt' • . * P.0 1 $4 ,,t,' - - MsMAflP•MAGDcNDCPAahEt• .amcpnasraczrcwccucnoaa GEAGEV&TI5OAOMCT5N.00ACAI55T.GEYSD SoMT,cnSxyfl.AGOGE551O5&eN.S.MLIeTC 01..'. p - _'. •j,. . -. a'r '- S 0 0_ - CoIect'.cncxwnSnCflICflUTE55.iat) fi tGEIIN1fliflEDMUOGUt_SIIIPCAT55IGEIWTI€5ACA 55dTflUc5R%Cflfl5555flN7flCATfl1S4fiU5,E554fl 5555T...GE.2. - . ' . F '--- . fr ....a. •. - fri % g•••••• • - SAAUSIELOEEATaYWVTIEuflNOTCGAWGGE GEy,n5Al_anpn,n_a,aena,cys.,n W W j ..•j). r' ., ... 5*1ItIDAMLAG55J*TSc55AGEDGEREPJ5Dt_EEX wsncfl$,55,flT,TuTfl55. liii 5TDCUSalLGEATO*MCVN555CISMLLGET5 Wi .tV44. . 4- -. . .9 .g .. 4 4 iscit_IDS oarax.t.aconca,,om.amsa.&TacaL -- . Sc ' . - t nScGEt_AEGEt_USflaAGSDIisMM5S lDflI 555*icti.iJSc.ua5555M'..0al5,,alac a,c_ , a. TAGDESGHGETAMETAOERAWSS.fl55GERTac55i.fT SwswaYwTHfl.a(T.DcUCaD,S55 -ITS aaneaDctcsrnaAcw.naac*,a- Facflct_uSVSrSniStnJjCTEuGE,InEalEiuIc act - •.fie . cr c.-' ... . a wesaaoay,aaosac,ca NSYALVUWU55AECT)CGETEIS..YFGEAUTODA1IC . ' TI&E55WIW55CTITGE55 nGEaayaanlanoGEyflwnonwAtaaon.a50a5 V I • Mn.TacGET,ca I.VAITSTICRElaSEIOITI sysincawscassaccnsracnrcnowcnte,a.ca.. snGEas55vwIsaoGEnc5tisacn :;. a . - '- fl. .j - ALINWGETSOIt_STSICTANJI. OSSINVATIONIL RMLSTUTC&GE'.ala LI,STAUAIGEIGEFPGAU,MSYSflAMSMLSIN,caoaaclalia a_i - - * I'. .44W ITj5MTaE55INtIC Inn ASRGEUXWSYT4E nWaaflDAWnscacGIcaycaacmEoTamGEy a flU .41 fl .:- - 11555a,altfllai55cunflctla,ca,sasE NITSAATITICGESY,IIMVIEnIacaWDLOCATGEGETI flTD55RDtflESiMCWatisSca.t . a - . a WflLGEATSUGPDAMECITPASKIII EclaaaS Wan. aJa.azacuca,aac.auAawnmaeusrla,aacc L5nT MAAISIGSTSIATWIALL,fltMptMfl 0.-; .Lctvlwc_cwmaianacaGEpac_caccsqt,si, . 0 - LWaEUROSPATN*L5GMAEAFRNCaSRGEEISOWNICTCI an. sTe arnaarctcan aflanac . a . 4'.'. U U - . . .- ov- DOOR NOTES SCOPE OF WORK SPECIAL INSPECTIONS SSwnS.EaGE.CGEWGEISAMTI€STSRMTTED 5555c55m85GE$ctalctcn..frc.a.GASE nMLWACmD PALLET RACKIN E.SThAGWAREWaNE ace Wit_SE ctflth SEECITEIAUGSEP cm -0-=r5====r S EESUWSGE5SScflD5DWT '.5 DCCII 55EHLOAGEWLL UEEGETWONAZESE VLPICIC LDAWaGEWJMNATSDESEGENSSE.SILY4,caFRSA..,GEWX GEGEASIMTPAVI55IEII.I)SCIJWCATPRSOCRiSE LO*DGEIAGREUWI a sac.. 5VBTSERWEG*IITI€CATEGGETW4C5WaSSDTO HAVEDAEWn.55CT*t PROJECT DATA SCEISIIC WOAWAIST LOSS IICOMICIEGEM '.0*055 THE - S US WaTt_CO P4ATSSALSTESIECUAYKRI lOSES SE aclynlysaaanwcnsy,Ru1n,ac DESOG1fITYTOESMEUERCISTOIB&SIOTMTE55TO WaGES SSEACEAGEC 1ff, lESS rseRAmasR IT 55IWaa5Qvfl55flcT,Ifl,GEAIMA ,fl,,Ct_.RA5am5rt_WaWaflUS A, ADWSWWCRIFEIAI.RCOTWMEaTVRDCRGETO IICvUSElaM,PIa1callo5Tmcnf TESTS PIVALCATETICRACVEEAGaCT.n.II NIOCJPNAILOADSEISOIWEIflAAEASWEATOGECPIW, P I awvfl SAMI. US 45TH A EPWT RYLEWS TYPE GE&AMETWBVTIEPREPESTTO*EEY,PRGDARTTCIIEERSAGQJTS WAAIICJZEAIOPAUETRAEIIRGME*I,ICT AGE55ATOTIC OT,aa.M,IT,ELELDAECTOSWREHDCnnaZIM CPPMIEITEUOGEREUSO,eropsa.loEpawcsEatolncanmlcme R,H!OIYt_TGFt55ESEt WOSOIOERESUD lie 4WUIGETCMIEAVSHSADC.TWSANATTAOED IIIAEICRIEIET azwSwtocxEoalalaascn.cmrIWua. 1551.5 -AMA AWDCTIt_WaWaI1*R555t EIFORTIOGIERAT ctsmala masts pesisac 6 DC TENANT: AD INGREDIENTS S THE SNGaLIISREIIEISIEQIIWIGECIIPIJEISAME.11 5515510, WOICTASSIUTIITMFO.TIDCI4SVETOIOIGEDCTDUS IOECIACETETYHIUNOWP.aTr.nyoacapnaupslsnrnas E.RTGPAGROWCDCPNCYOITSIIPLIAAaHITHCGEEC aT_a - - - ADDRESS: I55A5TONAVEM.E. acpcnnsnoiyencaca W1fSGEOECOMDCTTTSTOUEUSLDCEAAYTIt_YGIRRHTI '.caiscetpctsecciatacta.THTESE CARIASAO.CAD2C LEN: 217.I2E24411 WaNts 555 005t_EUS* fit_IOWa 5555,45TH'.. saW acano raT laGisselca ACOOAHT OITRITLOTDA '.QE51ft_pa macam - SPAIDCEROTE.al.AaoT,55ScaCpacslWac-a It_IlEIICGNTaAGT,a.aEc55An 55555, ,aaEAMDCIlTS.lam YEAR BLOG. W.ILT: 5557 TSOTYOPEAMLWaEGEIEAWWACSAWOVH'.PRIOTO TISIOTTOOSEE'.AA'.DCRSIICSHE4IAAG55THIE.5E45A,GITO PROJECT YAWATION $ 54511 I1E(AAISEORTIIEWIOIDSTTESITEMSSAAALUESSMTTES NCWARTRXTOIDROEWLOCARREISIEIHPLAOJSSGE cEUASJSIGE.ALGE.CSMTRTGEEODAIDC.A,OEACTEDTHWS v'.p p - ZOMNO: CM USEST000CTWITS.WATSAIACOITICSTATULSHTGI COAL PIHRLELYMAASER TaInT AUDASALVIMAMGENG1fGPC DAIS ScWLIIHZMSSAREPREOATPERGIC55TOISTSI. - PIWaCYIWITAAC.AJRREIIIEOUTTIECMSOYA.AOSIOTRCOI Was EOREAYIALTHAIARAVEW.MSCDEEEAITSRRAIESTOTIC DUEETEESS.ITrALI.ECOA55THEOTOTI€SATISECSGIISE IflAflTERSHTaTRASIWATMlOiQtSWc I.RCIWYMAM WAIL SPRINKLERS: YES T)CR,ANREVIIWOSIGEIIDCTOWaSVALGPTIC.SRT,.L GIN UTOSOVASSMSSGIt_.TMASY.THSAEFAGTGIW.aallt.. MAL CKIUNG It_lOftY: IIEIA5.AAARRAGAOIAETMSt.55. IGC01.Z WMAW.DCWaMGE5555STIt_GRSGIEMAEAARSIEEASM PEGTECTGEEVNAAAVGEOIESSSYOIBAGELGEHTGEAAATVP I Sc EXITING NOTES __________________________________________ OFF SITE FABRICATION ITPITSOA05T5ESTieflsIftvRYTIcanmaT 01' UIRIXEASEWAGAYUSUY TITHE? PS550TIERUTISSTIMES W.TMETRI.MRERRIAAIIOSCYTSES4INGI,cts ESISU$0 lAZE OFFIOJEWAREIITHf CITAACERPITTDDCTSAIAATEEUSWART*FIIS CE claacaela COWaISEA use nsa ran. AIAIEDCOSSJAISEOSTERALOGEN*fyctTWTUS0R EAflATORMSTNACO.WIYTICOTYOECGEIO. RCOSEAIIRAISOSIDAL000AOIMAYRERAT ST LERIANIOEEAROSIEEATISCATOIISGEOTGE,I$WLLctROVGIOTEAT AREEAIANIALLTOROIIHECALLYIUIIAIATGEIOSOTIE.AWGIERTTRAVSI. PROPOSED USE. OFFIOSS. WAREHOUSE 55anITWvOMs5syacpAnATIaMw.DCAMAAO AWMSSSSITAMII1EMGEUOFTTEFESICHTORS009. 0 DCTYAG AT55AITISGPAT4EIATYSEEAGWAO Alt_CE fISH PILE STORAGE IA.07I I P. IPROPOSEO AREA OF c_CRAG !ESMRTOUSSYAOUGIOSISEETIOTL AlaS FROM MAY SRSETOIAGPDCOROAICANTSAS WAISASE LOCATED R&CICAREA FRORTOOSMEUICIMEAITOPPAflGDC T&SLLWSEETER.AOSNOSEWCATTRTATFERASLFSTR T YEt_CATS TICOECIOIIGPSWISTRAIEL UIOSCHTHATIO STORAGE RACK LJAEALPEET: 57(TOTAH4 - FGWaATERSIOLAI?ACERTITCATCOEWWLIAZCPMA WESTEF55EATWTOTIOSRETOIIWLTCAMSCCIIDCRTI 1'TOOISCWVSTEIAFCWaOCO.A.EU.AOOTMOUE EYSTWaAIOOIACCO.ILIISECKTSCaWaSYSTEA.flO POIASSIALSNLCTHYIWIIWFWERRMTIEICGI_rmE55agt - asiat WAREIWSE AREA. I17255F. (TOTAL) WCIIOAGIFiSSCATESITLM5NaS55aE• STATEMENT OF SPECIAL INSPECTIONS DGCTOASEISIEAAActSAMLNSSAUTTSATOTISCITISE ECIT.s*OEOS RIOt_NO At_ROTA'. DCI TOPSTILLAAOL '.WAAISc'.SAWctWTESECOInCQCCTDCL,OPAR GECNT.5 STSIRM(IT0A0EUATTE1fIWScWSY.ERNIGITEG5500TOSRO) OSSSUROADCGEUUJWOSSTSTWIT1LATFROIOMYWATICOLO TI OPPICEAOTT'ERAREA: 6,227 07. (401*14 FLUE SPACE REQUIREMENTS OAAWIOATOT)CR55MalOTYECOTOI*IISPUAC5EGS!IM ODCRE THAT NO INGREDIENTS EUTE AREA: I7RE28F.(TOTAL) tPACAIAMASTHMERSS.IRGETiCLCMh0EFEOIEUIWJEEISTOILtVa AREA' Toys. OULESTS 30.073 S.F. (TOTAL) . ILlS WACEFOM EAOAUTOEAETOWSEYAITHCECTAETAS.3 DESCRIPTION SIR REOE TYPE c ...non TRaia55SflaoICIfl.55a-ESTRctTSS SAILS ECTMAAS$TAUAIT FOOT.CMCZIIILITHATOCEIEI000SGIAESS flOO.WGIVW.t_ 55045 TOTAC y.j ,55 IGAR 55%? OPTOIlI TSMCIICICIWNAL.l5A AlAS 55CR S.LIWTCIOOPHETHSOU.HAWJAIRNSULL,AAEM_YN LEOCITSITOSOSTTH.SEIT WaTPLE55Y TEAASYIOSCIIOICITOAAL.TEH DCSCOSTTASROEIISES.ECIOCALSY. IIIIEEWNTQPWO s.yrann,AJIEIc_REEICTO.WIWALSIITEMSAAALAHTOM_ATCAUT atnenU TOIIOP YES 57515 ICH•TOOTAI55TUWPCTHSEAI USTO.fllil WEST alA C NNIAM - HIRSGCOSISOTUSTOIIJDCLIW.AE*IlOS. TII0010ITRAISJ55EIUSWAAEIASTUEEAIITIEOMAY GTE AIIYDITRGIWAGSECSRflWaAGEUTOTISTSEOCJ RILSWE.01531075SGA 1067*0 CII SCET SAl AS ITWa THOMAS AHTEESTEMMIATAIIREOIAROFLIE WAlES'., EASTMAn. IN II 0i 111111 r----. ll[. 1 ..11 .idbJ.JLiLTFTnr-r-i--r-- ( Cft IrIt*-I---I -;l:41 I WIifIII!Trr-r--.-__ PURNME / II h4/-- %- ------.. 't I I Trr-14-.-.L I / ii FIRE s ANE I / / / I I I I W1L j ii v CLM II' / II;RE ij.j.j5' 1 II •'2 I I j h I, •1 • I I Pt LM SOPM ii r .1 - -- - INOWT -ri ::. : .. . •.. . . .' •.. •.. .. . ACCESSIBILITY STATEMENT . . - . . . . . - •.. . - -, -.................................. . . . ..... . . . . . . . . . . . ......... — — OD- N. IN.OtJSNftIW2DWflS DWlTRSICdVSflN.2tT NOWISDCTN. . .. . .. . . . . . . j -6 - I . . . ,. . -- I I NflINZILTh&RMSD.UaTUSCS4LDSIICSOIMIOWOTSSAN.IOU . .. . . . . . . C . l I I 1 if . .•......... : . . : . - 1 1 ACCESSIBLE PARKINGNOTES 'v... .:. . a... ..• . .. . . . . . . .l . . . •. . FIRE LANE . : •• •. . . . / lug M ii . •;x, — F t.==0 :—°- ________ _________ I IH ' •I\\ - I . ONE STORY PARTIAL SECOND FLOOR ,.:.. . - SHELL BUILDING. . TYPE V NON-RATED FIRE SPRINKLED . • I •i . °-v- _i PArG STALL PLAN .. ..-•. ..E_i;ui.1+ :: — ACCESSIBILITY w.. 70CC REA (V 7*07000000 LV l2W.s•00 ION, I3CIISC 1500* ,r70'-.u*Ir NV)'w,t. PARKING PLACARD SCALE 3 rAl 0 ayG STORAGE RACK LAYOUT fl SCALE: 3/32"= cCNCEPTUJ. TO ENGINEERING FOR EXACT DETAILS & STORAGE RACK ELEVATION - TYPE A SCALE: Sir. I'r CONCEPTUAL ELEVATION ONLY. PLEASE REFER TO ENGINEERING FOR EXACT DETAILS SPECIFICATIONS. STORAGE RACK ELEVATION - TYPE B SCALE: Sir. 1 CONCEPTUAL ELEVATION ONLY. PLEASE REFER TO ENGINEERING FOR REACT DETAILS & SPECIFICATIONS. 400" il :YI 196 BEAM-1 F 2"I f_4 21 111. 6 BEA -9 M-1 r2" r2 FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW I H:. 35• .... MIN. •. . .. -. AED. • . -. CONFIRM OALOF ANCHORS WITH INSTALLER 10 L GENERAL PROJECT NOTES I ANCHOR Ttfl.alI.. TYPE A SELECTIVE RACK 9&L- 3.806 LB TYP. t42-t t421, 1 I-rn z [6 ui Us If N? II? I.rn3Ir2IRU im N Q 3 FRONT ViEW SIDE VIEW I III6VGR.58.TS.SRE 1 G 2J NOMIj• V: NAL EFPEC11VE I EMBE ENT : GENERAL PROJECT NOTES b.,,QCSA.t n, .saCAMat IJEDGIEC tiE SIMM MIRE ,tiIUEflMiC,tiECIItiEtiOWMAttECWIAIMAiWi&tMS o iir "Ut GOLUMNIBASE LOrAnONS 1W. 1W. TYPE B SELECTIVE RACK L 1W >WV 96° I TYP. z Qz WLI• tV) zz r--- :r rt1i FRONT VIEW SIDE VIEW flflMAWtThIq II7DORhtIMJi JELlS r.asao5 DESGRIPTIOI NOW SPACER I MATERIAL I ISQAGE 5RIE2OP2 23142 Arroyo Vista Rancho Santa Margarita, CA 92688 Tel: 949.888.8850 Fax: 949.888.8851 Website: www.storagerackengineering.com, email: al@storagerackengineering.com By: A.A. Project: M2 INGREDIENTS Project #: T-043019-5 Design Data The analyses herein conforms to the requirements of the: 2016 CBC Sect/on 2209A ANSI MN 16.1-2012 Specifications for the Design of Industial Steel Storage Racks 9012 RH! Rack Design Manual" AScE7-10, section 155.3 Transverse braced frame steel conforms to ASTM A570, Gr35, with minimum strength, Fy=55 ksi Longitudinal frame beam and connector steel conforms to ASTM A570, Gr.55, with minimum yield, Fy=55 ksi All other steel conforms to ASTM A36, Gr. 36 with minimum yield, Fy= 36 ksi Anchor bolts shall be provided by installer per ICC reference on plans and calculations herein. All welds shall conform to AWS procedures, utilizing E70oc electrodes or similar. All such welds shall be performed in shop, with no field welding allowed other than those supervised by a licensed deputy inspector. The existing slab on grade is 5' thick with minimum 2500 psi compressive strength. Allowable Soil bearing capacity is 1000 psf. The design of the existing slab is by others. Load combinations for rack components correspond to 2012 RMI Section 2.1 for ASD level load criteria Definition of Components Column Horizontal Brace Beam to Column Connector Diagonal Brace Frame Height Base Plate and Anchors T Panel Height Front View: Down Aisle (Longitudinal) Frame Frame Depth Section A: Cross Aisle (Transverse) Frame M2 INGREDIENTS T-043019-5 TYPE A SELECTIVE MECALUX BW489 of 572 5/8/2019 Storage nghieèring.___ 23142 Arroyo Vista Rancho Santa Margarita, CA 92688 Tel: 949.888.8850 Fax: 949.888.8851 Website: www.storagerackengineering.com, email: al@storagerackengineering.com By: A.A. Project: M2 INGREDIENTS Project#: 1-043019-5 Configuration & Summary: TYPE A SELECTIVE RACK RACK COLUMN REAC17QNS WORKING S7RESSLOADS AXIAL DL= 100/b AXL4LLL= 3,800/b SEISMICAXIAL Ps=+/- 4,015/b BASE MOMENT— 5,000/n-/b BASE SHEAR LONGI7= 3381b BASE SHEAR 7R4NSV.= 508/b 1900 ASTON AVE CARLSBAD, CA 92008 Seismic Coeff Ss= 1.077 S1= 0.415 _________________________________________________________ Sds= 0.768 FROWVION SIDE VIEW Sd1= 0.439 I # Bm Lvls I Frame Depthi Frame Height' Brace Panels 'Beam Length Cross Aisle I 2 I 42 in I 168.0 in I I 96 in Sgi Row or Obi Row w/Std Row Sper Component Description STRESS Upright Column Fy=55 ksi Mecalux 312 3.06°x2.69"x0.105" P=3900 lb, M=20388 in-lb 0.93-OK Upright Column & Backer No Backer Beam Fy=55 ksi IntIk 36E 3.655Hx2.75Wx0.063"Thk Lu=96 in Capacity: 4085 lb/pr 0.93-OK Beam Connector Fy=55 ksi Lvi 1: 3 pin OK I Mconn= 11892 in-lb Mcap=17768 in-lb 0.67-OK Brace-Horizontal Fy=55 ksi Mclx U515 Sgl 1.974.3846ga(1.180) 0.19-OK Brace-Diagonal Fy=55 ksi Mclx U515 Sgl 1.97x1.38x16ga(U80) 0.43-OK Base Plate Fy=36 ksi 8"x5"x0.375" I Fixity= 5000 in-lb 0.63-OK Anchor 2 per Base 0.5" x 3.25" Embed Hilti Kwik HUS EZ ESR 3027 Inspection Reqd (Net Seismic Uplift=2040 lb) 0.517-OK Min Slab & Soil 5" thk x 2500 psi concrete slab on grade. 1000 psf Allowable Soil Bearing Pressure 0.51-OK Level Load** Per Level Beam Spcg Brace Story Force Transv Story Force Longit. Column Axial Column Moment Conn. I Moment Beam Connector 1 3,800 lb 78.0 in 48.0 in 339 lb 2261b 3,900 lb 20,388 "# 11,892 "# 3 pin OK 2 3,800 lb 78.0 in 48.0 in 677 lb 451 lb 1,950 lb 8,800 "# 4,756 "# 3 pin OK 48.0 in 12.0 in Total: 7,600 lb/bay Total: 1,016 lb/upright 677 lb/upright ** Load defined as product weight per pair of beams Notes I M2 INGREDIENTS T-04301 9-5 TYPE A SELECTIVE MECALUX BI8 1 D of 5/3/2019 23142 Arroyo Vista Rancho Santa Margarita, CA 92688 Tel: 949.888.8850 Fax: 949.888.8851 Website: www.storagerackengineering.com, email: al@storagerackengineering.com By: A.A. Project: M2 INGREDIENTS Project#: T-043019-5 Lateral analysis is performed with regard to the requirements of the 2012 RMI ANSI MH 16.1-2012 Sec 2.6 & ASCE 7-10 sec 15.5.3 -Ss= 1.077 Transverse (Cross Aisle) Seismic Load .•. S1= 0.415 V= Cs*Ip*Ws=Cs*Ip*(0.67*P*Prf+D) vt Fa= 1.069 Cs1= Sds/R Fv= 1.585 = 0.1919 Cs-max * Ip= 0.1919 Sds=2/3*Ss*Fa= 0.768 Cs2= 0.044*Sds V= 0.015 1 Sd1=2/3*S1*Fv= 0.439 = 0.0338 Eff Base Shear=Cs= 0.1919 Transvern Ekon Ca=0.4*2/3*Ss*Fa= 0.3070 Cs3= 0.5*S1/R Ws= (0.675P6F1 * PL)+DL (RMI 2.6.2) Crianswerse, Braced Frame Dir.) R= 4.0 = 0.0519 = 5,292 lb . Ip= 1.0 Cs-max= 0.1919 rEtn:e:= nsv=Vt= 0.1919 * (200 lb + 5092 lb) PRF1 1.0 Base Shear Coeff=Cs= 0.1919 1,016 lb Pallet Height=hp= 72.0 in Level Transverse seismic shear per upright DL per Beam Lvl= 100 lb Level PRODUCT LOAD P P*O.67*PRF1 DL hi wi*hi A A*(hi+hp/2) 1 3,800 lb 2,546 lb 100 lb 78 in 206,388 338.7 lb 38,612 in-lb 2 3,800 lb 2,546 lb 100 lb 156 in 412,776 677.3 lb 130,042 in-lb sum: P=7600 lb 5,092 lb 200 lb W=5292 lb 619,164 1,016 lb =168,653 + E' EEi"- E' Cs2= 0.0338 = 5,292 lb (Longitudinal. Unbraced Dir.) R= 6.0 Cs3= 0.0346 c5 cs.max*Ip= 0.1279 T= 0.50 sec Cs4=Sds/R= 0.1279 Vlong= 0.1279 * (200 lb + 5092 lb) I - !22 WO"E"" Cs-max= 0.1279 Elongitudinal= 677 lb Limit States Level tangle seismic sheerperupright Level PRODLJC LOAD P P50 .675PR DL hi w15hi A Front View 1 3,800 lb 2,546 lb 100 lb 78 in 206,388 225.7 lb 2 3,800 lb 2,546 lb 100 lb 156 in 412,776 451.3 lb sum: 5,092 lb 200 lb W=5292 lb 619,164 677 lb M2 IWGRDIENTS T-043019-5 VT'PE A SELECTIVE MECALUX E33Ii4 \ of 31> 5/8/2019 96 ry area afrack Game N* - . 23142 Arroyo Vista Rancho Santa Margarita, CA 92688 Tel: 949.888.8850 Fax: 949.888.8851 Website: www.storagerackengineering.com, email: alstoragerackengineering.com By: A.A. Project: M2 INGREDIENTS Project #: T-043019-5 Downaisle Seismic Loads Configuration: TYPE A SELECTIVE RACK Determine the story moment by applying portal analysis. The base plate is assumed to provide partial fixity. Seismic Story Forces Typical Game. made Vlong= 677 lb o(twocolamns Vcol=Vlong/2= 339 lb Fl= 2261b F2= 451 lb F3= 0 lb Is1 Typical Frame made OftVMcclumns iop View Front View Side Vi Seismic Story Moments Conceptual System Cot Mbase-max= 5,000 in-lb === Default capacity hi-eff= hi - beam clip height/2 Mbase-v= (Vcol*hleff)/2 = 75 in Vcol = 12,694 in-lb <'=== Moment going to base Mbase-eff= Minimum of Mbase-max and Mbase-v = 5,000 in-lb M 1-1= [Vcol * hieff]-Mbase-eff M 2-2= [Vcol-(F1)/2] * h2 = (339 lb * 75 in)-5000 in-lb = [339 lb - 225.7 lb]*78 in/2 = 20,388 in-lb = 8,800 in-lb Mseis= (Mupper+Mlower)/2 Beam to Column Elevation Mseis(i-i)= (20388 in-lb + 8800 in-lb)/2 Mseis(2-2)= (8800 in-lb + 0 in-lb)/2 = 14,594 in-lb = 4,400 in-lb rho= 1.0000 Summary of Forces LEVEL hi Axial Load Column Moment** Mseismic** Mend-fixity Mconn** Beam Connector i 78 in 3,900 lb 20,388 in-lb 14,594 in-lb 2,394 in-lb 11,892 in-lb 3 pin OK 2 78 in 1,950 lb 8,800 in-lb 4,400 in-lb 2,394 in-lb 4,756 in-lb 3 pin OK Mconn= (Mseismic + Mendfixity)*0.70*rho Mconn-allow(3 Pin)= 17,768 in-lb **all moments based on limit states level loading M2 INGREDIENTS 1-043019-5 TYPE A SELECTIVE MECALUX Bi4 12 of, 5/8/2019 23142 Arroyo Vista Rancho Santa Margarita, CA 92688 Tel: 949.888.8850 Fax: 949.888.8861 Website: www.storagerackengineering.com, email: al@storagerackengineering.com By: A.A. Project: M2 INGREDIENTS Project #: T-043019-5 Column (Longitudinal Loads) Configuration: TYPE A SELECTIVE RACK Section Pronerties Section: Mecalux 312 3.06x2.69x0.105' 3.060 in Aeff = 0.782 in A2 ly = 0.636 in A4 Kx = 1.7 Ix = 1.132 in"4 Sy = 0.422 in A3 Lx = 76.2 in j Sx = 0.740 in"3 ry = 0.902 in Ky = 1.0 rx= 1.203 in Fy= 55ksi Ly= 48.0 in 2.690 In _ç 0.105 i n Qf= 1.67 Cmx= 0.85 Cb= 1.0 E= 29,500 ksi LULUIVIP1 UL= 1UU ID (JiOCal toac cases are: lOW .eci.i COLUMN PL= 3,800 lb Load Case 5: : (1#O.105*Sds)D + 0.75*(l.4#0.140s)*8*P # 0.75*(0.7*tho*E)<.= 1.0, ASO Method Mcol= 20,387 in-lb axial load coeff 0.79141125 * P seismic moment coeff. 0.5625 * Mcol Sds= 0.7675 Load Case 6:: (l+O.104*Sds)D # (0.85#0.14Sds)*B*P + (0.7*rho*E)<= 1.0, ASD Method 1+0.105*Sds= 1.0806 axial load coeff 0.67022 seismic moment coeff. 0.7 *Mco/ 1.4+0.14Sds= 1.5075 By analysis, Load case 6 governs utilizing loads as such 1+0.14Sds= 1.1075 0.85+0.14*Sds= 0.9575 Axial Load=Pax= 1.10745*100 lb + 0.957450.73800 lb Moment=Mx= 0.7*rho*Mcol B= 0.7000 = 2,658 lb = 0.7 * 20387 in-lb rho= 1.0000 = 14,271 in-lb Axial Analysis KxI.x/nc = 1.7*76.1725"/1.203 KyLy/ry = 1*48/0.9021 Fe <Fy12 = 107.6 = 53.2 Fn= Fe = n*2E/(KL/r)maxA2 Fe= n%2E/(KL/r)maxA2 Fy/2= 27.5 ksi = 25.1 ksi = 25.1ksi Pa= Pn/Qc Pn= Aeff*Fn Qc= 1.92 = 19645 lb/1.92 = 19,645 lb = 10,232 lb P/Pa= 0.26 > 0.15 Bending Analysis Check: Pax/Pa + (Cmx*Mx)/(Max*px) 1.0 P/Pao + Mx/Max 1.0 Pno= Ae*Fy Pao= Pno/Qc Myield=My= Sx*Fy = 0.782 in A2 *55000 psi = 429991b/1.92 = 0.74 inA3 * 55000 psi = 42,999 lb = 22,395 lb = 40,689 in-lb Max= My/flf = 40689 in-lb/1.67 = 24,365 in-lb px= {1/[1_(flc*P/Pcr)]}_1 = {1/[1.(1.92*2658 lb/19653 lb)]}A1 = 0.74 Pcr= n"2E1/(KL)maw'2 = nA2*29500 ksi/(1.7*76.1725 jn)A2 = 19,653 lb Combined Stresses (2658 lb/10232 lb) + (0.85*14271 in-lb)/(24365 inIb*0.74) = 0.93 <1.0, OK (EQ C5-1) (2658 lb/22395 lb) + (14271 in-lb/24365 in-lb) = 0.70 <1.0, OK (EQ C5-2) "For compañson, total column st,ess computed for load case Sis: 84.0% izing loads 3115.4215/b Axial and M= 10703 in-lb M2 INGREDIENTS 1-043019-5 TYPE A SELECTIVE MECALUX of -3.3 5/8/2019 Transverse Elevation 23142 Arroyo Vista Rancho Santa Margarita, CA 92688 Tel: 949.888.8850 Fax: 949.888.8851 Website: www.storagerackengineering.com, email: al@storagerackeniineering.com By: A.A. Project: M2 INGREDIENTS Project#: T-043019-5 Transverse Column Loads Configuration: TYPE A SELECTIVE RACK Section Properties Load at level= 1 v ______ M,-I,,., )1 fl i(ir'. UJlI. VIGIUA .JJ. J.UJ AL.'J AU.0 Aeff = 0.782 in A2 ly = 0.636 jflA4 ,_. 3.060 in Ix = 1.132 in"4 Sy = 0.422 in A3 Sx = 0.740 in A3 ry = 0.902 in rx = 1.203 in Fy= 55 ksi 0.105 in flf= 1.67 Cmx= 0.85 2.690 in E= 29,500 ksi width 3.060 in Cb= 1.0 depthl= 2.690 in _ Kx = 1.7 thickl= 0.1050 in Ky=l.0 Lx=76.2in Ly = 48.0 in Loads COLUMN DL= 100 lb Critical load cases are RfrlI Sec 21 COLUMN PL= 3,800 lb Load Case 5:: (1#0.105*Sds)D # 0.75*(1.4+0.14Sds)*8*P # 0.75*(0.7*rho*E)<= 1.0, ASD Method Sds= 0.7675 Load Case 6: : (1+0.104*5ds)D , (0.85#0.14Sds)*B*P # (0.7'rhoE)<= 1. 0, ASD Method 1+0.105*Sds= 1.0806 1.4+0.14Sds= 1.5075 Load Case 5: 1+0.14Sds= 1.1075 Axial Load= 1.0805875*100 lb + 0.75*(1.50745*0.7*3800 lb) + 0.75*(0.7*rho*4016 lb) 0.85+0.14*Sds= 0.9575 = 5,224 lb B= 0.7000 Load Case 6: rho= 1.0000 Axial Load= 1.10745*100 lb + 0.95745*0.7*3800 lb + (0.7*rho*4016 lb) Movt= 168,653 in-lb = 5,469 lb Frame Depth=D= 42 in Seismic Axial=Pv= Movt/D F Eff. Axial Load= 5,4691 I = 4,016 lb Axial Analysis KxLx/rx = 1.7*76.1725"/1.203" KyLy/ry = 1*48"/0.9021" Fe <Fy/2 = 107.6 = 53.2 Fn= Fe Fe= nA2E/(KL/r)maxA2 Fy/2= 27.5 ksi = nA2E/(KL/r)maxA2 = 25.1ksi = 25.1 ksi Pn= Aeff*Fn Qc= 1.92 Pa= Pn/Qc = 19,645 lb = 19645 lb/1.92 P/Pa= 0.53 > 0.15 = 10,232 lb Bending Analysis Check: P/Pa + (Cmy*My)/(May*py) :5 1.0 P/Pao + My/May :5 1.0 Pno= Ae*Fy Pao= Pno/Qc Myield=My= Sy*Fy = 0.782 in"2 *55000 psi = 429991b/1.92 = 0.422 in A3 * 55000 psi = 42,999 lb May= My/Of = 23188 in-lb/1.67 = 13,885 in-lb px= {1/[1(Qc*P/Pcr)]}A_1 = {1/[1_(1.92*5469 lb/19653 lb)]}"-1 = 0.47 = 22,395 lb = 23,188 in-lb Pcr= n'2EI/(KL)max'2 = nA2*29500 ksi/(1.7*76.1725 in2 = 19,653 lb Combined Stresses (5469 lb/10232 lb) + (0.85*0 in-lb)/(13885 inlb*0.47) = 0.53 <1.0, OK (EQ C5-1) (5469 lb/22395 lb) + (0 in-lb/13885 in-lb) = 0.24 <1.0, OK (EQ C5-2) .k* r1.75 in Eq. B2.1-4 f I - 3.655 In Eq. B2.1-1 j_ [ - Beam= lntlk 36E 3.655 Ix= 11.307 in A4 Sx=_0.666 in "3 Ycg= 2.412 in t=10.063 in OK Eq B2.3-2 Bend Radius=r=_0.063 in Fy=Fyv= 55.00 ksi Fu=Fuv= 65.00 ksi E=_29500 ks top flange=b= 1.750 in bottom flange= 2.750 in Web depth= 3.655 in Fy 1121 depth (EQ A7.2-:s) I Ycg 1! .-A f2(tension) yl= Ycg-t-r= 2.286 in y2= depth-Ycg= 1.243 in y3= y2-t-r= 1.117 in 1.625 in 0.063 in 23142 Arroyo Vista Rancho Santa Margarita, CA 92688 Tel: 949.888.8850 Fax: 949.888.8851 - Website: www.storagerackengineering.com, email: al@storagerackengineering.com By: A.A. Project: M2 INGREDIENTS Project #: T-043019-5 BEAM Configuration: TYPE A SELECTIVE RACK DETERMINE ALLOWABLE MOMENT CAPACITY 2.75 in Check comoression flanae for local bucklino (B2.1 w= c - 2*t .2*r = 1.75 in - 2*0.063 in - 2*0.063 in = 1.4981n w/t= 23.78 l=lambda= [1.052/(k)A0.5] * (wit) * (Fy/E)'0.5 = [1.052/(4)AO.5] * 23.78 * (55/29500)AO.5 = 0.54 <0.673, Range is fully effective check web for local bucklina aer section b2.3 fl(comp)= Fy*(y3/y2)= 49.42 ksi f2(tension)= Fy*(yl/y2)= 101.19 ksi Y= f2/f1 Eq. B2.3-5 = -2.048 k= 4 + 2*(1Y)A3 + 2*(1Y) Eq. B2.3-4 = 66.73 flat depth=w= yl+y3 = 3.403 in w/t= 54.0 1587302 l=lambda= [1.052/(k)A0.5] * (wit) * (f1iE)A0.5 = [1.052/(66.73)AO.5] * 3.403 * (49.42129500)A0.5 = 0.285 <0.673 be=w= 3.403 in b2= be/2 bl= be(3-Y) = 1.70 in = 0.674 bl+b2= 2.374 in > 1.1167 in, Web is fully effective Determine effect of cold working on steel yield point (Eva) per section A7.2 Fya= C*Fyc + (1C)*Fy (EQ A7.2-1) Lcomer=Lc= (p12) * (r + t/2) 0.148 in C= 2*Lc/(Lf+2*Lc) Lflange-top=Lf= 1.498 in = 0.165 in m= 0.192*(FuiFy) - 0.068 (EQ A7.2-4) = 0.1590 Bc= 3.69*(Fu/Fy) - 0.819*(Fu/Fy)A2 - 1.79 = 1.427 since fi.j/Fv= 1.18 <1.2 and r/t= 1 <70K then Fyc= Bc * Fyi(Rit)Am (EQ A7.2-2) = 78.485 ksi Thus, Fya-top= 58.88 ksi (tension stress at top) Fya-bottom= Fya*Ycg/(depth -Ycg) = 114.29 ksi (tension stress at bottom) Check allowable tension stress for bottom flange Lflange-bot=Lfb= Lbottom - 2*r*2*t = 2.498 in Cbottom=Cb= 2*Lc/(Lfb+2*Lc) = 0.106 Fy-bottom=Fyb= Cb*Fyc + (1Cb)*Fyf = 57.49 ksi Fya= (Fya.top)*(FybiFya.bottom) = 29.62 ksi if F= 0.95 Then PMn=PFya*Sx=__18.74 in-k 2.75 in 1.75 In 3 f 3.655 In sin 0.063 in 23142 Arroyo Vista Rancho Santa Margarita, CA 92688 Tel: 949.888.8850 Fax: 949.888.8851 Website: www.storagerackengineering.com, email: al@storagerackengineering.com By: A.A. Project: M2 INGREDIENTS Project #: T-043019-5 BEAM Configuration: TYPE A SELECTIVE RACK RMI Section 5.2, P111 Section Beam= Intik 36E 3.655Hx2.75Wx0.063'Thk 1. Check Bending Stress Allowable Loads Ix=Ib= 1.307 jflA4 Sx= 0.666 in A3 t= 0.063 in Fy=Fyv= 55 ksi Fu=Fuv= 65 ksi Fya= 58.9 ksi Mcenter=PMn= W*L*W*Rm/8 E= 29500 ksi F= 150.0 L= 96 in Beam Level= 1 P=Product Load= 3,800 lb/pair D=Dead Load= 100 lb/pair W=LRFD Load Factor= 1.2*D + 1.4*P+1.4*(0.125)*p RMI2.2, Item 8 FOR DL2% of PL, W= 1.599 Rm= 1 - [(2*F*L)/(6*E*Ib + 3*PL)] 1 - (2*150*96 in)/[(6*29500 ksi*1.307 in#3)+(3*150*96 in)] = 0.895 if F= 0.95 Then F*Mn=PFya*Sx= 37.25 in-k Thus, allowable load per beam pair=W= F*Mn*8*(# of beams)/(L*Rm*W) = 37.25 in-k * 8 * 2/(96in * 0.895 * 1.599) = 4,339 lb/pair allowable load based on bending stress Mend= W*L*(1Rm)/8 = (4339 lb/2) * 96 in * (1-0.895)/8 = 2,734 in-lb @ 4339 lb max allowable load = 2,394 in-lb @ 3800 lb imposed product load 2. Check Deflection Stress Allowable Loads L Z" =d,=, • .. . - U- Beam Length Dmax= Dss*Rd Rd= 1 - (4*F*L)/(5*F*L + 10*E*Ib) Allowable Deflection= 1/180 = 1 - (4*150*96 in)/((5*150*96 in)+(10*29500 ksi*1.307 in"4)] = 0.533 in = 0.874 in Deflection at imposed Load= 0.496 in if Dmax= 1/180 Based on 4/180 Deflection Criteria and Dss= 5*W*LA3/(384*E*Ib) 1/180= 5*w*LA3*Rd/(384*E*Ib*# of beams) solving for W yields, W= 384*E*I*2/(180*5*LA2*11d) = 384*1.307 in4*2/[180*5*(96 in)2*0.874) = 4,085 lb/pair allowable load based on deflection limits Thus, based on the least capacity of item 1 and 2 above: Allowable load= 4,085 lb/pair Imposed Product Load= 3,800 lb/pair 3 IBeam Stress= 0.93 Beam at Level! JLQ f 23142 Arroyo Vista Rancho Santa Margarita, CA 92688 Tel: 949.888.8850 Fax: 949.888.8851 Website: www.storagerackengineering.com, email: al@storagerackengineering.com By: A.A. Project: M2 INGREDIENTS Project #: T.043019-5 3 Pin Beam to Column Connection TYPE A SELECTIVE RACK I e beam end moment shown herein snow the result of the maximum induced fixed end monents torm seismic + static loads and tne code mandated minimum value of 1.5%(DL+PL) Mconn max= (Mseismic + Mendflxity)0.70*Rho = 11,892 in-lb Load at level 1 Connector Type= 3 Pin Shear Capacity of Pin Pin Diam= 0.44 in Fy= 55,000 psi rho= 1.0000 Ashear= (0.438 in)A2 * Pi/4 = 0.1507 in'2 Pshear= 0.4*Fy*Ashear = 0.4 * 55000 psi * 0.1507inA2 = 3,315 lb Bearing Capacity of Pin tcol= 0.105 in Fu= 65,000 psi Omega= 2.22 a= 2.22 Pbeanng= alpha Fu "diam * tcol/omega = 2.22 65000 psi * 0.438 in 0.105 in/2.22 = 2,989 lb <3315 lb Moment Capacity of Bracket Edge Disnce=E= 1.00 in Pin Spacing= 2.0 in C= P1+P2+P3 tclip= 0.18 in = P1+P1*(2.5'/4.5")+P1*(0.5"/4.5") = 1.667*P1 Mcap= Sclip * Fbending = 0.127 in A3 * 0.66 * Fy = 4,610 in-lb C*d= Mcap = 1.667 Fy= 55,000 psi Sclip= 0.127 in"3 d= E/2 = 0.50 in Pclip= Mcap/(1.667 * d) = 4610.1 in-lb/(1.667 * 0.5 in) Thus, P1= 2,989 lb = 5,531 lb Mconn-allow= (pj*45"+P1*(25"/45')*25"+p1*(05"/45")*05"] = 2989 LB*[4.5"+(2.5"/4.5"72.5'+ (0.574.5")*0.5'] = 17,768 in-lb > Mconn max, OK M2 INGREDIENTS 1-043019-5 V'FE A SELECTIVE MECALUX 13UUIA of 373 5/8/2019 gLrLr1n9 23142 Arroyo Vista Rancho Santa Margarita, CA 92688 Tel: 949.888.8850 Fax: 949.888.8851 Website: www.storagerackengineering.com, email: al@storagethckengineering.com By: A.A. Projeât: M2 INGREDIENTS Project#: T-043019-5 Transverse Brace Configuration: TYPE A SELECTIVE RACK Section Properties Diagonal Member= Mclx U515 SgI 1.97x1.38x169a(U80) Horizontal Member= Mclx U515 591 1.97x1.38x16ga(U80) r min= 0.446 in 969 n Area= 0.228 inA2 .....cl r min= 0.446 in . Area= 0.228 inA2 1.969 in Fy= 55,000 psi K= 1.0 L - Fy= 55,000 psi K= 1.0 L - 11 1.378 in H 1.378 in Qc= 1.92 —Gil1 IO— 0.39in Frame Dimensions Bottom Panel Height=H= 48.0 in Clear Depth=DB*2= 36.6 in Frame Depth=D= 42.0 in X Brace= NO Column Width=B= 2.7 in rho= 1.00 Load Case 6: : (1jQLa06ds)7(v85#0.14 s *5*P # [0.7*mo*E]<.= 1. 0, ASD Method D Vtransverse= 1,016 lb Vb=Vtransv*0.7*rho= 1016 lb * 0.7 * 1 = 711 lb Ldiag= [(D8*2)A2 + (H61)A2]A1/2 = 55.7 in Pmax= V*(Ldiag/D) = 943 lb axial load on diagonal brace member Pn= AREA*Fn = 0.228 jflA2 * 18664 psi = 4,250 lb Pallow= Pn/Q = 4250 lb /1.92 = 2,213 lb Pn/Pallow= 0.43 <= 1.0 OK yVDnw*07*rho= 711 lb Vb (kl/r)= (k * Ldiag)/r mm •j4gl = (1x55.7mn/0.4461n) = 124.9 in Fe= = 18,664 psi h Since Fe<I5/2, 3 typ Fn= Fe B 4 = 18,664 psi Tvc,cal Panel Confiouration Bolt Capacity Bolt Diam 0.3215 in Fv= 21,000 psi tmin= 0.105 in Fu= 65,000 psi Shear Capacity= Bolt Area * Fv * 2 (Dbl Shear) = 3,410 lb Bearing Capacity= 1.2 * Bearing Area * Fu * 2 = 5,2661b Bolted Brace Stress= 0.28 <= 1.0 OK (kl/r)= (k * Lhoriz)/r min Fe= pV*2*E/(kl/r)t.2 Fy/2= 27,500 psi = (1 x 42 in) /0.446 in = 32,811 psi = 94.2 in Since Fe>Fy/2, Fn=Fy*(1fy/4fe) Pn= AREA*Fn Pallow= Pn/Qc = 31,951 psi = 0.228inA2*31951 psi = 7275 lb /1.92 = 7,275 lb = 3,789 lb Pn/Pallow= 0.19 <= 1.0 OK M2 INGREDIENTS 1-043019-5 TYPE A SELECTIVE MECALUX k9 2 BW49 of 5/8/2019 23142 Arroyo Vista Rancho Santa Margarita, CA 92688 Tel: 949.888.8850 Fax: 949.888.8851 Website: www.storaqerackengifleerinq.àom, email: alstoragerackengineering.com By: A.A. Project: M2 INGREDIENTS Project #: T-043019-5 Single Row Frame Overturning Configuration: TYPE A SELECTIVE RACK Loads Critical Load case(s) using Working Stress loads to determine overturning and anchor loads: 1) RMI Sec 2.2, item 7: (0.9-0.2Sds)D + (0.90.20Sds)*B*Papp - E*rho hp : Sds= 0.7675 I .I T (0.9-0.2Sds)= 0.7465 Vtrans=V=E=Qe= 1,016 lb (0.9-0.2Sds)= 0.7465 Dead Load Per Upnght=D= 200 lb B= 1.0000 Product Load per Upnght=P= 7,600 lb rho= 1.0000 Papp=P*0.67= 5,092 lb Wst LC1=Wst1=(0.7465*D + 0.7465*Papp*1)= 3,950 lb Frame Depth=Df= 42.0 in Htop-lvl=H= 156.0 in Product Load Top Level, Ptop= 3,800 lb # Levels= 2 DL/Lvl= 100 lb # Anchors/Base= 2 Seismic Ovt based on E, Z(FI*hi)= 168,653 in-lb hp= 72.0 in heiahtldeoth ratio= 3.7 in h=H+ho/2= 192.0 in I.IDf-ø1 SIDE ELEVATION Fully Loaded Rack Load case 1: Movt= E(FI*hj)*E*rho Mst= Wstl * Df/2 T= (Movt-Mst)/Df = 168,653 in-lb = 3950 lb * 42 in/2 = (168653 in-lb - 82950 in-lb)/42 in = 82,950 in-lb = 2,041 lb Net Uplift per Column I Net Seismic Uplift= 2,041 lb Top Level Loaded Only Load case 1: 0 V1=Vtop= Cs * Ip * Plop >= 350 lb for H/D >6.0 Movt= [V1*h + V2 * H12]*0.7*rho = 0.1919 * 3800 lb = 100,103 in-lb = 729 lb T= (Movt-Mst)/Df Vleff= 729 lb Critical Level= 2 = (100103 in-lb - 62706 in-lb)/42 in V2VDL CS*Ip*D Cs*Ip= 0.1919 = 890 lb Net Uplift per Column = 38 lb Mst= (0.7465*D + 0.7465*Ptop*1) * 42 in/2 = 62,706 in-lb I Net Seismic Uplift= 890 lb Anchor Check (2) 0.5.' x 3.25" Embed Hilti Kwik HUS EZ anchor(s) per base plate. Special inspection is required per ESR 3027. - Pullout Capacity=Tcap= 1,961 lb L.A. City Jurisdiction? NO Tcap*Phi= 1,961 lb Shear Capacity=Vcap= 2,517 lb Phi= 1 Vcap*Phi= 2,517 lb Fully Loaded: (1020 lb/1961 lb)M + (254 lb/2517 lb)^1 = 0.62 <= 1.2 OK Top Level Loaded: (445 lb/1961 lb)-1 + (182 lb/2517 lb)M = 0.30 <= 1.2 OK M2 INGRWIENTS 1-043019-5 TYPE A SELECTIVE MECALUX 5I4819 of 5/8/2019 orge 23142 Arroyo Vista Rancho Santa Margarita, CA 92688 Tel: 949.888.8850 Fax: 949.888.8851 Website: www.storagerackengineering.com, email: al@storagerackengineering.com By: A.A. Project: M2 INGREDIENTS S Project #: 1-043019-5 Base Plate Configuration: TYPE A SELECTIVE RACK Section Baseplate= 8"x5"x(1.375" EffWidth=W = 8.00 in a = 3.00 in Eff Depth=D = 5.00 in Anchor c.c. =2*a=d = 6.00 in Column Wudth=b = 3.06 in N=# Anchor/Base= 2 Column Depth=dc = 2.69 in Fy = 36,000 psi L= 2.47 in Plate Thickness=t = 0.375 in Downaisle Elevation Down Aisle Loads Load Case 5: : (1#0.105*Sds)D + 0.75*f(1.4+0.l4Sds)*8*P + 0.75*[0.7*rho*E]<= 1. 0, A5DMet/iod COLUMN DL= 100 lb Axial=P= 1.0805875 * 100 lb + 0.75 * (1.50745 * 0.7 * 3800 lb) COLUMN PL= 3,800 lb = 3,115 lb Base Moment= 5,000 in-lb Mb= Base Moment*0.75*0.7*rho 1+0.105*Sds= 1.0806 = 5000 in-lb * 0.75*0.7* rho 1.4+0.14Sds= 1.5075 = 2,625 in-lb B= 0.7000 Axial Load P = 3,115 lb Mbase=Mb = 2,625 in-lb I Axial stress=fa = P/A = P/(D*W) M1= wL'2/2= fa*L2/2 = 78 psi = 238 in-lb Moment Stress=fb = MIS = 6*Mb/[(D*BA2] Moment Stress=fb2 = 2 * ft * 1/W = 49.2 psi = 30.4 psi Moment Stress=fbl = fb-fb2 M2= fb1*L2)/2 = 18.8 psi = 57 in-lb M3 = (1/2)*fb2*L*(2/3)*L = (1/3)*fb2*Ls2 Mtotal = M1+M2+M3 = 62 in-lb = 357 in-lb/in S-plate = (1)(t"2)/6 Fb = 0.75*Fy = 0.023 inA3/in = 27,000 psi fb/Fb = Mtotal/((S-plate)(Fb)] Fp= 0.7*Pc = 0.56 OK = 1,750 psi OK Tanchor = (Mb(PLapp*0.75*0.46)(a))/[(d)*N/2] Tallow= 1,961 lb OK = -1,538 lb No Tension )ads OffmIlmdean RMtS1, 4sm 4; (140 Wds)DL + (1#0J4SDS)FI'0.75+0L'0.75c-10, AW Mdwd Check u; Check uplift forces on baseplate with 2 or more anchors per RMI 7.2.2. thhen the base plate configuration consists of two anchor bolts located on elthor side lof the column and a net uplift force elcists, the minimum base plate thickness Pseismic= Movt/Frame Depth Ishall be determined based on a design bending moment in the plate equal = 2,108 lb to the uplift force on one anchor times 1/2 the distance from Pstatic= 3,115 lb Movt*0.75*0.7*rho= 88,543 in-lb Frame Depth= 42.0 in he centerline of the anchor to the nearest edge of the rack column T TaJ 'fl ia Elevation Uplift per Column= 2,040 lb Qty Anchor per BP= 2 Net Tension per anchor=Ta= 1,020 lb c= 2.47 in Mu=Moment on Baseplate due to uplift= Ta*c/2 = 1,260 in-lb Splate= 0.117 inA3 P=Pstatic+Pseismic= 5,224 lb b =Column Depth= 2.69 in L =Base Plate Depth-Col Depth= 2.47 in M = P/A = P/(D*W) = 131 psi Sbase/in = (1)(tA2)/6 = 0.023 in"3/in fb/Fb = M/[(S-plate)(Fb)] = 0.63 OK M= wLA2/2= fa*L%2/2 = 398 in-lb/in Fbase = 0.75*Fy = 27,000 psi M2 INGREDIENTS 1-043019-5 TYPE A SELECTIVE MECALUX of ' 5/8/2019 : 'Egieerlrl9 23142 Arroyo Vista Rancho Santa Margarita, CA 92688 Tel: 949.888.8850 Fax: 949.888.8851 Website: www.storagerackengineering.com, email: alstoragerackengineering.COm By: A.A. Project: M2 INGREDIENTS Project#: T-043019-5 Slab on Grade Configuration: TYPE A SELECTIVE RACK slab be I : 'Cross ' ;Aisle Down Aisle Concrete fc= 2,500 psi lab=t= 5.0 in teff= 5.0 in phi=ø= 0.6 Soil fsoil= 1,000 psf Movt= 168,653 in-lb Frame depth= 42.0 in Sds= 0.768 0.2*Sds= 0.154 ?.= 1.000 SLAB ELEVATION Base Plate Effec. Baseplate widthB= 8.00 in width=a= 3.06 in Baseplate Plan View Effec. Baseplate Depth=D= 5.00 in depth=b= 2.69 in p=B/D= 1.600 midway dist face of column to edge of plate=c= 5.53 in FcA0.5= 50.00 psi Column Loads midway dist face of column to edge of plate=e= 3.85 in DEAD LOAD=D= 100 lb per column Load Case 1) (1.2+0.2Sds)D + (1.2+0.2Sds)*B*P+ rho*E RMI SEC 2.2 EQTN 5 unfactored ASD load = 1.3535 * 100 lb + 1.3535 * 0.7 * 3800 lb + 1 * 4015 lb PRODUCT LOAD=P= 3,800 lb per column = 7,751 lb unfactoredASO load Load Case 2) (0.9-0.2Sds)D + (0.90.2Sds)*B*Papp + rho*E RMI SEC 2.2 EQTN 7 Papp= 2,546 lb per column . = 0.7465 * 100 lb + 0.7465 * 0.7 * 2546 lb + 1 * 4015 lb P-seismic=E= (Movt/Frame depth) = 5,420 lb = 4,015 lb per column Load Case 3) 1.2*D + 1.4*P RMI SEC 2.2 EQTN 1,2 unfactored Limit State load = 1.2*100 lb + 1.4*3800 lb B= 0.7000 rho= 1.0000 Sds= 0.7675 1.2 + 0.2*Sds= 1.3535 0. 9- 0.20Sds= 0.7465 Puncture = 5,440 lb Load Case 4) 1.2*D + 1.0*P + 1.OE = 7,935 lb Effective Column Load=Pu= 7,935 lb per column AO 31841 Sec S.2.l.E8893 Apunct= [(c+t)+(e+t)]*2*t = 193.75 in A2 Fpunctl= [(4/3 + 8/(3*)] * X *(PA0.5) fv/Fv= Pu/(Apunct*Fpunct) = 150. psi = 0.308 <1 OK Fpunct2= 2.66 * X * (FcA0.5) = 133. psi Fpunct eff= 133. psi Slab Bending Pse=DL+PL+E= 7,935 lb Asoil= (Pse*144)/(fsoil) L= (Asoil)AO.5 y= (c*e)A0.5 + 2*t = 1,143 inA2 = 33.81 in = 14.6 in x= (L-y)/2 M= w*x2/2 S-slab= 1*teffA2/6 = 9.6 in = (fsoil*x*2)/(144*2) = 4.17 in A3 Fb= 5*(phi)*(f'c)A05 = 319.9 in-lb fb/Fb= M/(Sslab*Fb) = 150. psi = 0.512 <1,0K M2 INGREDIENTS T-0430 i 9-5 1''FE A 5ELCTIVE MECALUX of ') '3 5/8/2019 23142 Arroyo Vista Rancho Santa Margarita, CA 92688 Tel: 949.888.8850 Fax: 949.888.8851 Website: www.storagerackengineering.com, email: al@storagerackengineering.com By: ALl A. Project: M2 INGREDIENTS Project#: T-043019-5 Configuration & Summary: TYPE B SELECTIVE RACK 96 - "'I RACK COLUMN REACTIONS WORKING S7RESS LOADS AXIAL DL= 100/b AXIAL LL= 4,600/b SEISMICAXIAL Ps=+/- 3,604/b BASEMOMENT= 0 in-/b BASE SHEAR LONGI7= 407/b BASE SHEAR TRANSV.= 610/b Project Address 1900 ASTON AVE CARLSBAD, CA 92008 Seismic Coeff Ss= 1.077 S1= 0.415 Sds= 0.768 FRONT VIEW SIDE VIEW Sd1= 0.439 # Bm Lvls Frame Depth I Frame Heightl Brace Panels Beam Length Cross Aisle 2 42 in 1 144.0 in 1 3 96 in 5g1 Row or DbI Row w/5td Row Sper Component Description STRESS Upright Column Fy=55 ksi Hannibal IF3014-3x3x14ga P=4700 lb, M=23199 in-lb 0.91-OK Upright Column & Backer No Backer Beam Fy=55 ksi HMH 44140/4.5" Face x 0.075" thk Lu=96 in Capacity: 7421 lb/pr 0.62-OK Beam Connector Fy=55 ksi Lvi 1: 3 pin OK Mconn=12341 in-lb Mcap=12691 in-lb 0.97-OK Brace-Horizontal Fy=55 ksi Hannibal 1-1/2x1-1/2x16ga 0.17-OK Brace-Diagonal Fy=55 ksi Hannibal 1-1/2x1-1/2x16ga 0.34-OK Base Plate Fy=36 ksi E2 8x5x3/8 Fixity= 0 in-lb 0.7-OK Anchor per Base 0.5 x 3.25" Embed Hilti Kwik HUS EZ ESR 3027 Inspection Reqd (Net Seismic Uplift= 1230 lb) 0.358-OK Min Slab & Soil 5" thk x 2500 psi concrete slab on grade. 1000 psf Allowable Soil Bearing Pressure 0.55-OK Level Load** Per Level Beam Spcg I Brace Story Force I Transv Story Force Longit. Column Axial Column Moment Conn. Moment Beam Connector 1 4,600 lb 60.0 in 36.0 in 407 lb 2711b 4,700 lb 23,199 "# 12,341 "# 3 pin OK 2 4,600 lb 60.0 in 48.0 in 814 lb 543 lb 2,350 lb 8,141 "# 4,221 "# 3 pin OK 48.0 in Total: 9,200 lb/bay Total: 1,221 lb/upright 814 lb/upright ** Load defined as product weight per pair of beams Notes I M2 INGREDIENTS T-043019-5 TYPE 5 SELECTI'IE HANNIBAL F'ae of 3 5/3/2019 23142 Arroyo Vista Rancho Santa Margarita, CA 92688 Tel: 949.888.8850 Fax: 949.888.8851 Website: www.storagerackengineering.com, email: al@storagerackengineering.com By: ALl A. Project: M2 INGREDIENTS Project #: T-043019-5 Lateral analysis Is performed with regard to the requirements of the 2012 RMI ANSI MH 16.1-2012 Sec 2.6 & ASCE 7-10 sec 15.5.3 . Ss= 1.077 Transverse (Cross Aisle) Seismic Load S1 0.415 V= Cs*lp*Ws=Cs*Ip*(0.67*P*Prf+D) _______Vt Fa= 1.069 Cs1= Sds/R .' Fv= 1.585 = 0.1919 Cs-max * Ip= 0.1919 :.-:,: Sds=2/3*Ss*Fa= 0.768 Cs2= 0.044*Sds V= 0.015 Sd1=2/3*S1*Fv= 0.439 = 0.0338 Eff Base Shear=Cs= 0.1919 Tranmrse Elevation Ca=0.4*2/3*Ss*Fa= 0.3070 Cs3= 0.55S1/R Ws= (0.67*PLRF1 * PL)+DL (RMI 2.6.2) (rransverse Braced Frame Dir.) R= 4.0 = 0.0519 = 6,364 lb Ip= 1.0 Cs-max= 0.1919 EE=, 0.1919 * (200 lb + 6164 lb) P 1= 1.0 Base ShearCoeff=Cs= 0.1919 1,221 lb Pallet Neight=hp= 48.0 in vel Transverse seismic shear per upright DL per Beam Lvl= 100 lb Level PRODUCT LOAD P P*0.67*PRFl DL hi wi*hi Fl Fi*(hi+hp/2) 1 4,600 lb 3,082 lb 100 lb 60 in 190,920 407.0 lb 34,188 in-lb 2 4,600 lb 3,082 lb 100 lb 120 in 381,840 814.0 lb 117,216 in-lb sum: P=9200 lb 6,164 lb 200 lb W=6364 lb 572,760 1,221 lb =151,404 Lonaitudinal (Downaisle) Seismic Load + EE" E'JIE'J LE' Cs2= 0.0338 = 6,364 lb (longitudinal, Unbraced Dir.) R= 6.0 Cs3= 0.0346 Cs=Csmax*Ip= 0.1279 T= 0.50 sec Cs4=Sds/R= 0.1279 Vlong= 0.1279 * (200 lb + 6164 lb) I-I Cs-max= 0.1279 Elongitudinal= 814 lb LlmftStateslevd La,wft seismic shearperupeight Level PRODUC LOAD P P*0.67*PRm DL hi wi*hi A Front View 1 4,600 lb 3,082 lb 100 lb 60 in 190,920 271.3 lb 2 4,600 lb 3,082 lb 100 lb 120 in 381,840 542.7 lb sum: 6,164 lb 200 lb W=6364 lb 572,760 814 lb M2 INGREDIENTS T-0430 19-5 TYPE 5 SELECTIVE HANNIBAL of 33 5/8/2019 .StBe1 -. fr . 23142 Arroyo Vista Rancho Santa Margarita, CA 92688 Tel: 949.888.8850 Fax: 949.888.8851 Website: www.storagerackengineering.com, email: a1storagerackengineering.com By: ALIA. Project: M2 INGREDIENTS Project #: T-043019-5 Downaisle Seismic Loads Configuration: TYPE B SELECTIVE RACK Determine the story momenta by applying portal analysis. The base plate is assumed to provide no fixity. Seismic Story Forces Typical Game icede Vlong= 814 lb Tributary area O(4A'O columns Vcol=Vlong/2= 407 lb o1itck (amu F1 271 lb _ .. j Typical Frame n,de o(twocolu F2= 543 lb n,ns RE ER F3= 0 lb _ Vic Top 96 - ' Front View Side V Seismic Story Moments - Conceptual System CCI Mbase-max= 0 in-lb <=== Default capacity hl-eff= hi - beam clip height/2 Mbase-v= (Vcol*hleff)/2 = 57 in Vcol = 11,600 in-lb <=== Moment going to base Mbase-eff= Minimum of Mbase-max and Mbase-v = 0 in-lb PINNED BASE ASSUMED M 1-1= [Vcol * t)ieffl-Mbase-eff ' M 2-2= [VcoI-(Fi)/2] * h2 (407 lb * 57 in)-0 in-lb = [407 lb - 271.4 lb]*60 in/2 = 23,199 in-lb = 8,141 in-lb Mseis= (Mupper+Mlower)/2 BeamtoColumnElevation Mseis(1-1)= (23199 in-lb + 8141 in-lb)/2 Mseis(2-2)= (8141 in-lb + 0 in-lb)/2 = 15,670.in-lb = 4,070 in-lb rho= 1.0000 Summary of Forces LEVEL hi Axial Load Column Moment** Mseismic** Mend-fixity Mconn** Beam Connector 1 60 in 4,700 lb 23,199 in-lb 15,670 in-lb 1,960 in-lb 12,341 in-lb 3 pin OK 2 60 in 2,350 lb 8,141 in-lb 4,070 in-lb 1,960 in-lb 4,221 in-lb 3 pin OK Mconn= (Mseismic + Mendfixity)*0.70*rho Mconn-allow(3 Pin)= 12,691 in-lb **all momenta based on limit states level loading M2 INGREDIENTS T-043019-5 TYPE S SELECTIVE HANNIBAL Paq&qof T' 3, 5/8/2019 . • 23142 Arroyo Vista Rancho Santa Margarita, CA 92688 Tel: 949.888.8850 Fax: 948.8882851 - Website: www.storagerackengineering.com, email: alstoragéraèkéngineering.com . By: ALl A; Project: M2 INGREDIENTS . . . Project#: T-043019-5 . Column (Longitudinal Loads) Configuration: TYPE B SELECTIVE RACK .• .• ..• Section Properties . ., Section: Hannibal IF3014-3x3x149a 3.000 in Aeff= 0.643in"2 Iy= 0.749in'4 Kx= 1.7 I X Ix = 1.130 inA4 Sy = 0.493 in A3 Lx = 57.8 in : ilf Sx=0.753in"3 . ry= 1.080 in Ky= 1.0 fl 3.000 in rx = 1.326 in flf= 1.67 Fy= 55 ksi Cmx= 0.85 Ly = 36.0 in Cb= 1.0 0.075 in , E= 29,500 ksi I ~0-75 'fl COLUMN DL= 100 lb Critical load cases are: RH! Sec 2.1 COLUMN PL= 4,600 lb Load Case 5. : (1#0.105*545)D + 0.75*(1.4+0.14Sds)*8*P # 0.75*(0.7*tho*E) <= 1. 0, ASD Method Mcol= 23,199 in-lb axial load coeff 0.79141125 *P seismic moment coeff. 0.5625 *fr// Sds= 0.7675 Load Case 6: : (1+0d04*Sds.)D + (0.85#0.14Sds)*8*P # '0.7*mo*E= 1.0, ASD Method. 1+0.105*Sds= 1.0806 axial load coeff. 0.67022 seismic moment coeff 0.7 * Mco/ 1.4+0.14Sds= 1.5075 By analysis, Load case 6 governs utilizing loads as such 1+0.14Sds= 1.1075 0.85+0.14*Sds= 09575 Axial Load=Pax= 1.10745*100 lb + 0.95745*0.7*4600 lb Moment=Mx= 0.7*rho*Mcol.. B='0.7000 = 3,194 lb . . . = 0.7 * 23199 in-lb rlio= 1.0000. . = 16,239 in-lb Axial Analysis KxLx/rx = 1.7*57.75'71.326' KyLy/ry = 1*36"/1.08" Fe > Fy/2 = 74.0 = 33.3 Fn= Fy(1-Fy/4Fe) . . = 55 frj*[1.55 ksi/(4*53.1 ksi)] Fe= nA2E/(KL/r)maxA2 Fy/2= 27.5 ksi = 40.8 ksi = 53.1ksi Pa= Pn/Qc Pn= Aeff*Fn Qc= 1.92 .. = 26210 lb/1.92 = 26,210 lb . . . . = 13,651 lb P/Pa= 0.23 > 0.15 Bending Analysis Check: Pax/Pa + (Cmx*Mx)/(Max*px) :5 1.0 P/Pao + Mx/Max :s 1.0 Pno= Ae*Fy Pao= Pnoffik Myield=My= Sx*Fy = 0.643 in A2 *55000 psi = 353651b/1.92 = 0.753 in A3 * 55000 psi = 35,365 lb = 18,419 lb = 41,415 in-lb Max= My/Qf = 41415 in-lb/1.67 = 24,799 in-lb lix= {1/[1(Qc*P/Pcr)]}F_1 = {1/[1(1.92*3194 lb/34135 lb)]}A1 = 0.82 Combined Stresses Pcr= n"2EI/(KL)max'2 = nA2*29500 ksi/(1.7*57.75 in)A2 = 34,135 lb (3194 lb/13651 lb) + (0.85*16239 in-lb)/(24799 inlb*0.82)= 0.91 <1.0, OK (EQ CS-1) (3194 lb/18419 lb) + (16239 in-lb/24799 in-lb) = 0.83 <1.0, OK (EQ CS-2) **For comparison, total column stress computed for load case 5is: 80.0% fzlnq loads 3748.5505 lb Axial and M= 12179 in-lb M2 INGREDIENTS 1-043019-5 TYPE B SELECTIVE HANNIBAL F'a9of 5/8/2019 aro1OLFEl IL gjriIj 23142 Arroyo Vista Rancho Santa Margarita, CA 92688 Tel: 949.888.8850 Fax: 949.888.8851 .'• Website: www.storagerackengineering.com, email: al@storagerackengineering.com By: ALlA; Project:•• M2 INGREDIENTS • : Project#: T-043019-5 Transverse Column Loads Configuration: TYPE B SELECTIVE RACK Section Properties Load at level= 1 v Section: Hannibal IF3O14-3x3x149a Aeff = 0.643 in"2 ly = 0.719 in"4 . 3.000 in . ;.• . Ix = 1.130 in"4 Sy = 0.493 in A3 x Sx = 0.753 irY'3 ry = 1.080 in rx= 1.3261n Fy= 55ksi 1.1 ! II 3.000 in Qf= 1.67 Cmx= 0.85 H E= 29,500 ksi width= 3.000 in L 0.075 in _L I' Ps Cb= 1.0 depth l= 3.000 in I I It Kx = 1.7 thickl= 0.0750 in ._.cj *_O.75 in Ky = 1.0 Lx = 57.8 in Ly = 36.0 in Transverse Elevation Loads COLUMN DL= 100 lb Critical load cases are: RPm! Sec 21 COLUMN PL= 4,600 lb Load Case 5: : (1#0.105*Sds)D # 0.75*(1.410.14Sds)*B*P # 0.75*(0.7*tho*E)<= 1.0, ASD Method Sds= 0.7675 Load Case 6::(1 +0.104*Sds)D # (0.85#0.l4Sds)*8*P # (0.7rrhoE)<= 1.0, ASD Method 1+0.105*Sds= 1.0806 1.4+0.14Sds= 1.5075 1+0.14Sds= 1.1075 0.85+0. 14*Sds= 0.9575 B= 0.7000 rho= 1.0000 Movt= 151,404 in-lb Frame Depth=D= 42 in Seismic Axial=Pv= Movt/D = 3,605 lb Axial Analysis Load Case 5: • Axial Load= 1.0805875*100 lb + 0.75*(1.50745*0.7*4600 lb) + 0.75*(0.7*rho*3605 lb) = 5,641 lb Load Case 6: Axial Load= 1.10745*100 lb + 095745*0.7*4600 lb + (0.7*rho*3605 lb) = 5,717 lb I Eff. Axial Load= 5,717 lb • I KxLx/rx = 1.7*57.750/1.326 KyLy/ry = 1*36/1.08" Fe > Fy/2 = 74.0 = 33.3 Fn= Fy(1-Fy/4Fe) Fe= nA2E/(KL/r)maxA2 Fy/2= 27.5 ksi = 55 ksi*[155 ksi/(4*53.1 ksi)] = 53.1ksi = 40.8 ksi Pn= Aeff*Fn Qc= 1.92 Pa= Pn/Qc = 26,210 lb = 26210 lb/1.92 P/Pa= 0.42 > 0.15 = 13,651 lb Bendina Analysis Check: P/Pa + (Cmy*My)/(May*py) :g 1.0 P/Pao + My/Mays 1.0 Pno= Ae*Fy Pao= Pno/Qc Myield=My= Sy*Fy = 0.643 inA2 *55000 psi = 353651b/1.92 = 0.493 in"3 * 55000 psi = 35,365 lb = 18,419 lb = 27,115 in-lb May= My/.Of Pcr= nA2EI/(KL)maxA2 = 27115 in-lb/1.67 = nA2*29500 ksi/(1.7*57.75 in)'2 = 16,237 in-lb = 34,135 lb px= {1/[1_(Qc*P/Pcr)]}.1 = {1/[1_(1.92*5717 lb/34135 lb)]}A_1 =0.68 .• Combined Stresses (5717 lb/13651 lb) + (0.85*0 in-lb)/(16237 inlb*0.68) = 0.42 < 1.0, OK (EQ C5-1) (5717 lb/18419 lb) + (0 in-lb/16237 in-lb) = 0.31 <1.0, OK (EQ C5-2) Page '721 of ' •. • r1.75in4 Eq. B2.1-4 f 4.500 in Beam= HMH 44140/4.5" Face x 0.075' thk Ix= 2.720 in A4 Sx= 1.168 in A3 Ycg=_2.970 in t= 0.075 in OK Bend Radius=r= 0.075 in Fy=Fyv= 55.00 ksi Fu=Fuv= 65.00 ksi E= 29500 ksi Eq B2.3-2 top flange=b= 1.750 in bottom flange= _2.750in Web deDth= 4.500 in Fy 11(camp) deJ . 12V (EQ A7.2-) t,1 Ycg f2(tenion) yl= Ycg-t-r= 2.820 in y2= depth-Ycg= 1.530 in y3= y2-t-r= 1.380 in 0.075 In 23142 Arroyo Vista Rancho Santa Margarita, CA 92688 Tel: 949.888.885(li Fax: 949.888.8851 Website: www.storagerackengineering.com, email: alstoragerackengineering.com By: ALl A. Project: M2 INGREDIENTS Project #: T-043019-5 BEAM Configuration: TYPE B SELECTIVE RACK - DETERMINE ALLOWABLE MOMENT CAPACITY 2.75 in Check comoression flanae for local buckling (B2.1 w= C - 2*t.2*r = 1.75 in - 2*0.075 in - 2*0.075 in = 1.450 in w/t= 19.33 l=Iambda= [1.052/(k)A0.5] * (wit) * (Fy/E)AO.5 = [1.052/(4)AO.5] * 19.33 * (55/29500)A0.5 = 0.439 <0.673, Flange is fully effective check web for local buckling oer section b2.3 fl(comp)= Fy*(y3/y2)= 49.61 ksi f2(tension)= Fy*(yl/y2)= 101.37 ksi Y= f2/fl Eq. B2.3-5 = -2.043 k= 4 + 2*(1Y)#3 + 2*(1Y) Eq. B2.3-4 =66.44 flat depth=w= yl+y3 = 4.200 in wit= 56 l=lambda= [1.052/(k)^0.5] * (wit) * (fl/E)A0.5 = [1.052/(66.44)AO.5] * 4.2 * (49.61/29500y'0.5 = 0.296 <0.673 be=w= 4.200 in b2= be/2 bl= be(3-Y) = 2.10 in = 0.833 bl+b2= 2.933 in > 1.38 in, Web is fully effective Determine effect of cold working on steel yield øoint (Fva) per section-A7.2 Fya= C*Fyc + (1C)*Fy (EQ A7.2-1) Lcomer=Lc= (p12) * (r + t/2) 0.177 in C= 2'Lci(L(+2Lc) Lflange-top=Lf= 1.450 in = 0.196 in m= 0.192*(FuiFy) - 0.068 (EQ A7.2-4) = 0.1590 Bc= 3.69*(FuIFy) - 0.819*(FuiFy)A2 - 1.79 = 1.427 since fu/Fv= 1.18 < 1.2 and r/t= 1 <70K then Fyc= Bc * Fy/(R/t)Am (EQ A7.2-2) = 78.485 ksi Thus, Fya-top= 59.61 ksi (tension stress at top) Fya-bottom= Fya*Ycgi(depth -Ycg) = 115.71 ksi (tension stress at bottom) Check allowable tension stress for bottom flange Lflange-bot=Lfb= Lbottom - 2*r*2*t = 2.450 in Cbottom=Cb= 2*Lc/(Lfb+2*Lc) = 0.126 Fy-bottom=Fyb= Cb*Fyc + (1Cb)*Fyf = 57.97 ksi Fya= (Fyatop)*(FybIFyabottom) 29.86 ksi • if F= 0.95 Then PMn=F*Fya*Sx=__33.13 in-k 2.75 in r1.75in 4 1.625 in 0.075 in ialrieerlrith t-_---- - -.---- 23142 Arroyo Vista Rancho Santa Margarita, CA 92688 Tel: 949.888.8850 Fax: 949.888.8851 Website: www.storagerackengineering.com, email: al@storagerackengineering.com By: ALl A. P.E. Project: M2 INGREDIENTS Project #: 1-043019-5 BEAM Configuration: TYPE B SELECTIVE RACK RMI Section 5.2, Pill Section Beam= HMH 44140/4.5" Face x 0.075' thk Ix=Ib= 2.720 inA4 Sx= 1.168inA3 t= 0.075 in E= 29500 li Fy=Fyv= 55 ksi F= 200.0 Fu=Fuv=65ksi L=961n Fya= 59.6 ksi Beam Level= 1 P=Product Load= 4,600 lb/pair D=Dead Load= 100 lb/pair 4.500 in 1. Check Bending Stress Allowable Loads Mcenter=F*P.ln= W*L*W*Rm/8 W=LRFD Load Factor= 1.2*D + 1.4*P+1.4*(0.125)*P ifI 2.2, item FOR DL2% of PL, W= 1.599 Rm= 1 - [(2*PL)/(6*E*Ib + 3*F*L)] 1 - (2*200*96 in)/[(6*29500 ksi*2.72 inA3)+(3*200*96 in)] = 0.929 if F= 0.95 Then F*Mn=F*Fya*Sx= 66.14 in-k Thus, allowable load per beam pair=W= F*Mn*8*(# of beams)/(L*Rm*W) = 66.14 in-k * 8 * 2/(96in * 0.929 * 1.599) = 7,421 lb/pair allowable load based on bending stress Mend= W*L*(1Rm)/8 = (7421 lb/2) * 96 in * (1-0.929)/8 = 3,161 in-lb © 7421 lb max allowable load = 1,960 in-lb @ 4600 lb imposed product load 2. Check Deflection Stress Allowable Loads i:1:::Ij Beam: -I Length: Dmax= Dss*Rd Rd= 1 - (4*PL)/(5*F*L + 10*E*Ib) Allowable Deflection= 11180 = 1 - (4*200*96 in)! [(5*200*96 in)+(10*29500 ksi*2.72 inA4)] = 0.533 in = 0.915 in Deflection at imposed Load= 0.331 in if Dmax= L/180 Based on 4/180 Veflecifon Critena and Dss= 5*W*LA3/(384*E*Ib) 1/180= 5*W*LA3*Rd/(384*E*Ib*# of beams) solving for W yields, W= 384*E*I*2/(180*5*LA2*Rd) = 384*272 inA4*2/[180*5*(96 in)FS2*0.915) = 8,120 lb/pair allowable load based on deflection limits Thus, based on the least capacity of item 1 and 2 above: Allowable load= 7,421 lb/pair Imposed Product Load= 4,600 lb/pair Cr. I Beam Stress= 0.62 iBeam ar Level 1 ,.- 23142 Arroyo Vista Rancho Santa Margarita, CA 92688 Tel: 949.888.8850 Fax: 949.888.8851 Website: www.storagerackengineering.com, email: at@storagerackengineering.com By: ALl A. P.E. Project: M2 INGREDIENTS Project #: T-043019-5 3 pin Beam to Column Connection TYPE B SELECTIVE RACK The beam end momen shown herein show the result of the maximum induced fixed end monents torm seismic + static loads and tfle code mandated minimum value of 1.5%(DL+PL) Mconn max= (Mseismic + Mendtixity)*0.70Rho = 12,341 in-lb Load at level 1 Connector Type= 3Pm Shear Capacity of Pin Pin Diam= 0.44 in FY= 55,000 psi rho= 1.0000 Ashear= (0.438 in)A2 * Pi/4 = 0.1507 inA2 Pshear= 0.4 * FY * Ashear = 0.4 * 55000 psi * 0.1507inA2 = 3,315 lb Bearing Capacity of Pin tcol= 0.075 in Fu= 65,000 psi Omega= 2.22 a= 2.22 Pbeanng= alpha Fu ' diam tcol/Omega = 2.22 65000 psi 0.438 in 0.075 in/2.22 = 2,135 lb <3315 lb Moment Capacity of Bracket Edge Distance=E= 1.00 in Pin Spacing= 2.0 in C= P1+P2+P3 tclip= 0.18 in = P1+P1*(2.5/4.5)+P1*(0.5/4.5) = 1.667 * P1 Mcap= Sclip * Fbending = 0.127 in"3 * 0.66 * FY = 4,610 in-lb C*d= Mcap = 1.667 Fy= 55,000 psi Sclip= 0.127 jflA3 d= E/2 = 0.50 in Pclip= Mcap/(1.667 * d) = 4610.1 in-lb/(1.667 * 0.5 in) Thus, P1= 2,135 lb = 5,531 lb Mconn-allow= [P1*4.5+P1*(2.5/4.5)*2.5+P1*(0.5'/4.5)*0.5] = 2135 LB*[4.5+(2.5o/4.5")*2.5+ (0.5"/4.5')*0.5"1 = 12,691 in-lb > Mconn max, OK M2 INGREDIENTS T-043019-5 TYPE 5 SELECTIVE HANNIBAL Fa Aof T? 7 5/8/2019 91cge J 23142 Arroyo Vista Rancho Santa Margarita, CA 92688 Tel: 949.888.8850 Fax: 949.888.8851 Website: www.storagerackengineering.com, email: alstoragerackengineering.com By: ALl A. Project:. M2 INGREDIENTS Project#: T-043019-5 Transverse Brace Configuration: TYPE B SELECTIVE RACK Section Properties Area= 0.273 in A2 r min= 0.496 in Fy= 55,000 psi K= 1.0 Qc= 1.92 Diagonal Member= Hannibal 1-1/2x1-1/2x169a Horizontal Member= Hannibal 1-1/2x1-1/2x16ga 1.500 In .....j Area= 0.273 in A2 IT V U 1.500 in 0.25 In r min= 0.496 in Fy= 55,000 psi K= 1.0 1.500 In __c1 IT 11 1.500 In Ui —c 0.25 in Frame Dimensions Bottom Panel Height=H= 48.0 in Clear Depth=DB*2= 36.0 in Frame Depth=D= 42.0 in X Brace= NO Column Width=B= 3.0 in . rho= 1.00 Load Case 6: : (1.±QJa4 )r7r0.85~0.14Sds.)*B*P + [0.7*mo*Efr= 1.0, ASO Method ±DI Vtransverse= 1,221 lb Vb Vb=Vtransv*0.7*rho= 1221 lb * 0.7 * 1 (kl/r)= (k * Ldiag)/r mm = 855 lb = (1x55.3 in /0.496 in Ldiag= [(DB*2)A2 + (H6)A2]1/2 = 111.5 in Ldiag = 55.3 in Fe= pV*2*E/(kl/r)%2 Pmax= V*(Ldiag/D) = 23,419 psi Iftax = 1,125 lb axial load on diagonal brace member Since Fe<P//2, 3 typ Pn= AREA*Fn Fn= Fe = 0.273 in A2 * 23419 psi = 23,419 psi Typical Panel = 6,393 lb Confiauration Pallow= Pn/Q Check End Weld = 6393 lb /1.92 Lweld= 3.0 in = 3,3301b . Fu= 65ks1 tmin= 0.060 in Pn/Pallow 0.34 <= 1.0 OK Weld Capacity= 0.75 * tmin * L * Fu/2.5 = 3,510 lb OK Horizontal brace Vb=Vtransv*07*rho= 855 lb (kl/r)= (k * thoriz)/r min Fe= piI2*E/(kl/r)A2 Fy/2= 27,500 psi = (1 x 42 in) /0.496 in = 40,584 psi = 84.7 in Since Fe>Fy/2, Fn=Fy*(1fy/4fe) Pn= AREA*Fn Pallow= Pn/Qc = 36,366 psi = 0.273in.2*36366 psi = 9928 lb /1.92 =9,9281b =5,1711b Pn/Pallow= 0.17 <= 1.0 OK M2 INGREDIENTS T-043019-5 TYPE B SELECTIVE HANNIBAL Pae3 of 5/8/2019 23142 Arroyo Vista Rancho Santa Margarita, CA 92688 Tel: 949.888.8850 Fax: 949.888.8851 Website: www.storagerackengineering.com, email: alstoragerackengineering.com By: ALl A. Project: M2 INGREDIENTS Project #: T-043019-5 Single Row Frame Overturning Configuration: TYPE B SELECTIVE RACK Critical Load case(s) using Working Stress loads to determine overturning and anchor loads: 1) RMI Sec 2.2, item 7: (0.9-0.2Sds)D + (0.90.20Sds)*B*Papp - E*rho Vtrans=V=E=Qe= 1,221 lb Dead Load Per Upnght=D= 200 lb Product Load per Upright=P= 9,200 lb Papp=P*0.67= 6,164 lb Wst LC1=Wst1=(0.7465'D + 0.7465*Papp*1)= 41750 lb Product Load Top Level, Ptop= 4,600 lb DL/Lvl= 100 lb Seismic Ovt based on F, E(Fl*hi)= 151,404 in-lb heiaht/depth ratio= 2.9 in hp 4Dfa1 SIDE ELEVATION Sds= 0.7675 (0.9-0.2Sds)= 0.7465 (0.9-0.2Sds)= 0.7465 B= 1.0000 rho= 1.0000 Frame Depth=Df= 42.0 in Htop-lvl=H= 120.0 in # Levels= 2 # Anchors/Base= 2 hp= 48.0 in h=H+hp/2= 144.0 in Fully Loaded Rack Load case 1: Movt= E(Fi*hi)*E*rho Mst= Wstl * Df/2 T= (Movt-Mst)/Df = 151,404 in-lb = 4750 lb * 42 in/2 = (151404 in-lb - 99750 in-lb)/42 in = 99,750 in-lb = 1,230 lb Net Uplift per Column I Net Seismic Uplift= 1,230 lb Top Level Loaded Only Load case 1: 0 V1=Vtop= Cs * Ip * Ptop >= 350 lb for H/D >6.0 Movt= [V1*h + V2 * H/2]*0.7*rho = 0.1919 * 4600 lb = 90,592 in-lb = 883 lb T= (Movt-Mst)/Df Vleff= 883 lb Critical Level= 2 = (90592 in-lb- 75247 in-lb)/42 in V2=VDL= Cs*Ip*D Cs*Ip= 0.1919 = 365 lb Net Uplift per Column = 38 lb Mst= (0.7465*0 + 0.7465*Ptop*1) * 42 in/2 = 75,247 in-lb I Net Seismic Uplift= 365 lb Anchor Check (2) 0.5" x 3.25" Embed Hilti Kwik HUS EZ anchor(s) per base plate. Special inspection is required per ESR 3027. Pullout Capacity=Tcap= 1,961 lb L.A. City Jurisdiction? NO Tcap*Phi= 1,961 lb Shear capacity=Vcap= 2,517 lb Phi= 1 Vcap*Phi= 2,517 lb Fully Loaded: (615 lb/1961 lb)Al + (305 lb/2517 lb)M = 0.43 <= 1.2 OK Top Level Loaded: (182 lb/1961 lb)A1 + (220 lb/2517 Ib)"l = 0.18 <= 1.2 OK M2 INGRDIENT5 1-043019-5 TYPE SELECTIVE MANFSJIDAL Fage?7 of 5/8/2019 or.ra9e RaEI - -- ILi1 23142 Arroyo Vista Rancho Santa Margarita, CA 92689 Tel: 949.888.8850 Fax: 949.898.8851 Website www.storagerackengineering.com, email: al@storagerackengineering.com By: ALl A. Project: M2 INGREDIENTS Project#: T-043019-5 Base Plate Configuration: TYPE B SELECTIVE RACK Section Baseplate= 8x5x3/8 EffWidth=W = 8.00 in a = 3.00 in r A Mb Eff Depth=D = 5.00 in Column Wudth=b = 3.00 in Column Depth=dc = 3.00 in L = 2.50 in Plate Thickness=t = 0.375 in Anchor c.c. =2*a=d = 6.00 in N=# Anchor/Base= 2 Fy = 36,000 psi U IbhF -4111- W Downaisle Elevation Down Aisle Loads Load Case 5:: (1#0.105*Sds)D # 0.75*1(1.4#0.14Sds)*B*P + C.75*f0.7*rho*k= 1.0, ASO Method COLUMN DL= 100 lb Axial=P= 1.0805875 * 100 lb + 0.75 * (1.50745 * 0.7 * 4600 lb) COLUMN PL= 4,600 lb = 3,749 lb Base Moment= 0 in-lb Mb= Base Moment*0.75*0.7*rho 1+0.105*Sds= 1.0806 = 0 in-lb * 0.75*0.7*rho = 0 in-lb I -Axial Load P = 3,749 lb I4base=Mb = 0 in-lb Axial stress=fa = P/A = P/(D*W) M1= wL'2/2= fa*L2/2 = 94 psi Moment Stress=fb = MIS = 6*Mb/((D*B2] = 0.0 psi Moment Stress=tbl = ft)-fb2 1.4+0.14Sds= 1.5075 B= 0.7000 = 293 in-lb Moment Stress=fb2 = 2 * fb * 1./W = 0.0 psi M2= fbl*LAZ)/2 = 0.0 psi = 0 in-lb M3 = (1/2)*1b2*L*(2/3)*L = (1/3)*fb2*LA2 Mtotal = M1+M2+M3 = 0 in-lb = 293 in-lb/in S-plate = (1)(tA2)/6 Fb = 0.75*Fy = 0.023 in"3/in = 27,060 psi fb/Fb = Mtotal/[(S-plate)(Fb)] Pp= 0.7*Pc = 0.46 OK = 1,750 psi Tanchor = (Mb(PLapp*0.75*0.46)(a))/((d)*N/2] Tallow= 1,961 lb = -2,375 lb No Tension )ads OiaI*adca 01S21, Wi 4: (140.liW)OL # (1.J4S7Y+O7S LO. Check uplil OK OK load on Baseplate as on baseplate with 2 or more anchors per Pseismic= Movt/Frame Depth = 1,893 lb Pstatic= 3,749 lb Movt*0.75*0.7*rho= 79,487 in-lb Frame Depth= 42.0 in P=Pstatic+Pseismic 5,641 lb b =Column Depth= 3.00 in L =Base Plate Depth-Col Depth= 2.50 in fa = P/A = P/(D*W) = 141 psi Sbase/in = (1)(t'2)/6 = 0.023 inA3/in fb/Fb = M/[(S-plate)(Fb)] = 0.70 OK hen the base plate configuration consists of two anchor bolts located on either side the column and a net uplift force exists, the minimum base plate thickness all be determined based on a design bending moment in the plate equal the uplift force on one anchor times 1/2 the distance from a centerline of the anchor to the nearest edge of the rack column I C ia *f I, I.'. Devabon Uplift per Column= 1,230 lb Qty Anchor per BP= 2 Net Tension per anchor=Ta= 615 lb c= 2.50 in Mu=Moment on Baseplate due to uplift= Ta*c/2 = 769 in-lb M= wV2/2= fa*L'2/2 = 441 in-lb/in Fbase = 0.75*Fy = 27,000 psi Splate= 0.117 in'3 M2 INGREDIENTS 1-043019-5 Vi'PE 5 SELECTIVE HANNIBAL Fa ' of3 3 5/8/2019 y . 'I I L SLAB ELEVATION Base Plate Effec. Baseplate width=B= 8.00 in width =a= 3.00 in 23142 Arroyo Vista Rancho Santa Margarita, CA 92688 TeI:949.888.8850 Fax: 949.888.8851 Website; www.storagerackengineering.com, email: alstoragerackengineering.com By: ALl A. Project: M2 INGREDIENTS Project #: T-043019-5 Slab on Grade Configuration: TYPE B SELECTIVE RACK slab i F e ' • Aisle Down Baseplate Plan View Concrete t'c= 2,500 psi lab=t= 5.0 in teff= 5.0 in phi=ø= 0.6 Soil fsoil= 1,000 psf Movt= 151,404 in-lb Frame depth= 42.0 in Sds= 0.768 0.2*Sds= 0.154 A.= 1.000 Effec. Baseplate Depth=D= 5.00 in Column Loads depth=b= 3.00 in . p=B/D= 1.600 midway dist face of column to edge of plate=c= 5.50 in Fc"0.5= 50.00 psi midway dist face of column to edge of plate=e= 4.00 in DEAD LOAD=D= 100 lb per column Load Case 1) (1.2+0.2Sds)D + (1.2+0.2Sds)*B*P+ rho*E RMI SEC 2.2 EQTN 5 unfactosredASD load = 1.3535 * 100 lb + 1.3535 * 0.7 * 4600 lb + 1 * 3604 lb PRODUCT LOAD=P= 4,600 lb per column = 8,098 lb unfactoredASD load Load Case 2) (0.9-0.2Sds)D + (0.90.2Sds)*B*Papp + rho*E RMI SEC 2.2 EQTN 7 Papp= 3,082 lb per column = 0.7465 * 100 lb + 0.7465 * 0.7 * 3082 lb + 1 * 3604 lb P-seismic=E= (Movt/Frame depth) = 5,289 lb = 3,604 lb per column Load Case 3) 1.2*D + 1.4*P RMI SEC 2.2 EQIN 1,2 unfactored Limit State load = 1.2*100 lb + 1.4*4600 lb B= 0.7000 = 6,560 lb rho= 1.0000 Load Case 4) 1.2*D + 1.0'P + 1.0E ACI3tsiisoc9.I.5lIn 9-5 Sds= 0.7675 = 8,324 lb 1.2 + 0.2*Sds= 1.3535 Effective Column Load=Pu 8,324 lb per column 0.9-0.20Sds= 0.7465 Puncture Apunct= [(c+t)+(e+t)]*2*t = 195.0 in A2 Fpunctl= [(4/3 + 8/(3*P)] * x *(FAO .5) fv/Fv= Pu/(Apunct*Fpunct) = 150. psi = 0.321 <1 OK Fpunct2= 2.66 * X * (F'c"0.5) = 133. psi Fpunct eff= 133. psi Slab Bending Pse=DL+PL+E= 8,324 lb Asoil= (Pse*144)/(fsoil) L= (Asoil)AO.5 y= (c*e)AO.5 + 2*t = 1,199 in A2 = 34.63 in = 14.7 in x= (L-y)/2 M= w*xA2/2 S-slab= 1*teffA2/6 = 10.0 in = (fsoil*x2)/(144*2) = 4.17 in A3 Fb= 5*(phi)*(fc)IO5 = 345.0 in-lb fb/Fb= M/(Sslab*Fb) = 150. psi = 0.552 <1,0K M2 INGREDIENTS 1.043019-5 TYPE B SELECTIVE HANNIBAL Page of 51812019 KLAU SB RUCKN ER 2495 Truxtun Road, Suite 205 AND ASSOCIATES San Diego, CA 92106 Tel: (619) 677-2004 Fax: (619) 677-2444 M2 Ingredients 1900 Aston Avenue Carlsbad, CA 92008 High-Piled Combu lt andconformance CITY OF CARLSBADStorage Repor FIRE DEPARTMENT APPROVED Subiectto field Inspection and required teats, notations hereon, COfldltjos In correspondence confoance with applicable regulations. .hTe stamping of these plans shall not be held o permit or approve the violation of any laws. Ely Rev 1.0 Date March 20, 2019 1 , :• Additional Info: :• Revisiona r" -- Commentsr' L 4 - . Date.- -*ts '1 J3 Ii 1.0. Preliminary research May 20, 019 SH I :• DISCLAIMER bt;ii ;d 3 .:w1 fl& This report is the ner & Associates, Inc. and was prepared exclusively for use by M2 as te owners" or "the business owners" throughout this report) for the cribedin this report. M2 Ingredients conditions and operations on intorr Dfl .provided to the report by M2 Ingredients. Discrepancies between d herein actual conditions and conditions presented on plans are the sole fication of compliance with the Code requirements and provisions f this report. Copies of this report retained by M2 Ingredients shall the storage and occupancy conditions and the 2016 California Fire idlQ tit 3flJödë'iOñditi Un s and requirementsaddressed in this report. of, construction documents or plans for this project or any other project or any other purpose or conditions not specifically addressed in this report. Any non-high-piled storage related code lnforrna!ion is jovided for background information only to the high piled storage 11 6U be considered as a complete report on thesubject. IRev i.O — M2 Ingredients KLAUSRUCKNER Page iii 1900 Aston Ave., G'arlsbod, CA ASSOCtATES AND Table of Contents SUMMARY TABLE ............................................................................................................................. 1 INTRODUCTION .................................................................................................................................. 5 BUILDING CONSTRUCTION, DESIGN, AND OCCUPANCIES .................................................6 3.1 BUILDING CONSTRUCTION & DESIGN ..................................................................................................6 3.2 OCCUPANCIES ......................................................................................................................................6 HIGH-PILED STORAGE REQUIREMENTS...................................................................................7 4.1 AUTOMATIC FIRE SPRINKLER SYSTEM.................................................................................................8 4.1.1 Rack Storage Area........... ............................................................................................................8 4.1.2 She If Storage Area ....................................................................................................................... 9 4.1.3 Additional Protection Requirements..........................................................................................10 4.1.3.1 Extent of Protection ................................................................................................ . ....... .......................10 4.1.3.2 Protection of Steel Columns - Rack Storage.........................................................................................10 4.1.3.3 Fixed Obstructions.................................................................................................................................10. 4.1.3.4 Ceiling Slopes........................................................................................................................................10 4.1.4 Offices - Outside the Scope.......................................................................................................10 4.2 ALARM/MONITORING.........................................................................................................................11 4.3 BUILDING ACCESS - DOORS & ROADS...............................................................................................11 4.3.1 Access Doors.............................................................................................................................11 4.3.2 Access Roads.............................................................................................................................12 4.4 SMOKE AND HEAT REMOVAL .............................................................................................................. 12 4.5 PORTABLE FIRE EXTINGUISHERS........................................................................................................14 4.6 AISLE WIDTHS ...................................................................................................................................14 4.7 HOUSEKEEPING & MAINTENANCE......................................................................................................15 4.8 FLUE SPACES FOR RACK STORAGE.....................................................................................................15 MEANS OF EGRESS .........................................................................................................................17 5.1 OFFICES [B OCCUPANCY] ................................................................................................................... 17 5.2 STORAGE [S-1 OCCUPANCY] .............................................................................................................. 17 EXPOSURES.......................................................................................................................................18 6.1 OCCUPANCY SEPARATION..................................................................................................................18 6.2 SEPARATION OF HIGH-PILED STORAGE AREAS ..................................................................................18 6.3 ALLOWABLE AREA AND SIDEYARDS..................................................................................................18 CONCLUSION .................................................................................................................................... 19 APPENDIX A: ATTACHMENTS .................................................................................... . ................. 20 Page iii KLAU$BRUCNNER I Rev I.0—M2 Ingredients 1900 Aston Ave., Carlsbad, CA AND ASSOC!A1C I 1. Summary Table CöE T&I lENT Construction Type (Existing) Type V-B Construction. No proposed changes. Approximate Architectural Plans Office/Other Area: 3,399 ft2 [B, Business] Square Footage High-Piled Storage: 11,993 ft2 Retail Area: 3,834 ft2 [S-i, Warehouse] Bulk Warehouse Area: 8,159 ft2 [S-i, Warehouse] *Offices andall other occupancies are outside the scope of -'------. this report kreas designated as retail area" are not pub1 ccessible.YFhisis.only a' esignati'o'n"foor:.fij;n'ishe*.d,gQods Occupancy CBC Section 302, Mixed Use Groups (unless otherwise specified by the 304, 309, 311 Architect of Record): Warehouse: S-i(Storage) Office: B (Business) ...-=-..- Occupancy separation required between B and S-I CBC Table 508.4 occupancies in a sprinklered building. Storage Commodity CFC Sections 'Class I-IV Commodities: Mushroom powder, finished goods 3203.1-3203.7.1 High Hazard/Group A Plastics (Cartoned, Unexpanded): Empty plastic containers, plastic linings Protection based on the highest hazard commodity: High Hazard/Group A Plastics (Cartoned, Unexpanded) Automatic Sprinkler CFC Table 3206.2 Rack Storage: High Hazard/Group A Plastics Protection commodities [cartoned, unexpanded] NFPA-13 [2016] Maximum Storage Height: Sections 3.9.3.7.1, Bulk Warehouse: < 19'-4" 3.9.3.7.4, 3.9.3.7.7 Retail Area: 15'-0" Maximum Ceiling Height: Bulk Warehouse: 22'-0" Retail Area: 18'-0" Aisle Widths: ~! 10'-0" Single- and Double-Row Racks Open shelves, area> 50% open Ceiling Sprinkler Design Required: NFPA-13 [2016] Control Mode Density Area sprinklers, minimum K-i 1.2, Sections 8.5.6.1, listed for storage, upright or pendent 12.6.3, 12.8.6, Minimum density required: 0.6 gpm/ft2 over 2,000 ft2. 17.2.i.2.1,Tables remote area 8.6.2.2.1(d), Maximum coverage area 100 ft2 12.8.6, Figures Maximum spacing between sprinklers 12'-0" 17.1.2.1, Minimum clearance 18" from deflector to top of storage 17.2.1.2.1(c) note Hose allowance 500 gpm 2 Water supply duration 120 minutes The existing sprinkler system has been recalculated to provide 0.60 gprn/f? over 2,000 jt, remote area. Sprinkler upgrades are not necessary. Rev 1.0- M2 Ingredients I KLAUSBRUCKNER I Page 1 I 1900 Aston Ave., Carlsbad, CA I AND ASSOCIATES Wsi CRIT:ERi!JREQUIREMENTS4 Automatic Sprinkler Shelf Storage in Retail Area: High Hazard/Group A Protection Plastics commodities Icartoned & exposed, unexpandedi NFPA-13 [2016] Maximum Storage Height: :5 I0'-0" Sections 3.926 Maximum Ceiling Height: Aisle Widths: > 30" Shelf Storage/Baker's Racks - (1E1 RN Ceiling Sprinkler Design Required: NFPA-I3 [2016] Control Mode Density Area sprinklers, minimum K-I 1.2, Sections 8.5.6.1, listed for storage, upright or pendent 12.6.3 12.862 iniimim daty quired 05 gpm/ftover,500 ft 15221(2), remotearea 15.2.2.5, 15.2.2.7, Maximum coverage area 100 ft2 15.2.2.8.1, Tables Maximumspacing between sprinklers 12'-0" 8.6.2.2.1(d), Minimum clearance 18" from deflector to top of storage 12.8.6, 15.2.2.5(a), Hose allowance 500 gpm Figures 13.2.1, Water supply duration 120 minutes 15.2.2.1 The existing sprinkler system, recalculated to provide 0.60 gpm/ft2 over 2,000 fr remote area may meet the requirements stated above. jir,nkler contractor to confl7 pro vjde zy4jzulic calculations1 NFPA-13 [2016] Offices - Outside the Scope Fig. 11.2.3.1.1, Light Hazard Occupancy Table 11.2.3.1.2 0.1/1500; 100 gpm hose demand w/ duration of 30 mm. Smoke and Heat CFC 910.4.3, Smoke and heat removal is required in sprinklered High Piled Removal Table 3206.2, Storage areas of High Hazard/Group A Plastic commodities greater than 2,500 square feet. Due to the dropped ceilings, mechanical smoke removal systems shall be designed and installed in accordance with Sections 910.4.1 through 910.4.7. Mechanical smoke removal shall be sized to exhaust the building at a minimum rate of two air changes per hour based upon the volume, of the building or portion thereof without contents. - Based on CFC 910.4.3, please see mechanical exhausts that are required. 3 834 ft2 x 18 ft (ceiling height) 69,012ft3 x2 138 O2 er hour 2,300ET 4 cfrnrequired BOlkLWious: 22 ft (ceiling height)79,498=358, ft3 per.hOur. 5,9833'c1rn reguiredir Additional Required Applicable to Approval of this plan in part is .based on the technical High- Plan Annotations Racking Plan Piled Combustible Storage Report prepared by Klausbruckner & Associates, dated May 20, 2019, Rev. 1.0. M2 Ingredients agrees to comply with the requirements set forth in the referenced report. A copy of the reference report shall be maintained and immediately available for Fire Department Inspection for the duration of the requested high pile storage. Rev 1.0 - M2 ingredients KLAUSBRUCKN Page 2 1900 Aslon Ave., Carlsbad, CA 'TO 1 1V CODESECTJÔNS!: CRITRIA EQUIREMENTS No Flue Spaces CFC Table 3208.3 Single Row Racks: Transverse - 3-inches required Longitudinal - Not required Double Row Racks: Option #1: Transverse - 6-inches required Longitudinal -Not required Option #2: Transverse - 3-inches required Longitudinal - 6-inches required NOTE: Mechanical means shall be provided to maintain the rack flue spaces. Transverse flue spaces: Durable vinyl tape, or paint, or other methods as approved by the fire code official Longitudinal flue space: Devices made from steel or other ferrous material ¼" thick and, in the mounted position, extending a minimum of 4 inches above the shelf or cross member, or other method approved by the • fire code official. See Section 4.8 of this report for more details on the devices to be used and their installation methods and installation requirements. Required flue space protection is also documented in Carlsbad's HPS Form. Flue spaces are not required for shelf storage. NOTE: Random variations are allowed in the transverse flue space, provided that the configuration does not obstruct water penetration. Building Access CFC Table 3206.2, Access roads and doors are required for high-piled storage [Roads & Doors] Section 3206.6, areas of High Hazard! Group A Plastic commodities greater 503.1 than 2,500 square feet. One access door required per each 100 lineal feet of exterior walls if exterior wall faces an access road. o The linear distance between adjacent access doors is allowed to exceed 100 feet in existing buildings where no changes in occupancy is proposed. The number and distribution of access doors in existing V buildings shall be approved. Access roads and doors are existing and have been previously • approved as part of the shell building plans. One (1) access door exists along the plan north wall, three (3) access doors exist along the plan east wall and one (1) access door exists along the plan south wall. Additional doors may be required. Final location and number of access doors is _________________ • pending fire department approval. Hose Connections CFC 3206.8 Not required unless exit passageways are proposed within the V V high-piled storage areas. Rev 1.0- M2 Ingredients • KLAUSSRUCKNER . Page 3 1900 As/on Ave., Carlsbad, CA Topic CODE SICTJON CRITERI t/REQLTIREMEI\TS Aisle Width CFC 3206.9 Rack Storage: Minimum required aisle widths of 44". CFC 3206.9.1 Shelf Storage: Aisles separating shelves classified as Exception 2 shelf storage shall be not less than 30". Cross aisles for only employee access between used aisles shall be a minimum of 24" wide. CFC 3206.9.3 Dead end aisles shall not exceed 50 feet. M2 Ingredients agrees to maintain a minimum of 96" aisles within the high-piled rack storage areas and a minimum of 30" aisles within the shelf storage areas. NOTE: Any floor/palletized storage cannot obstruct the minimum width of the aisles. Alarm/Monitoring CFC 903.4 All valves controlling the water supply for automatic sprinkler systems and water-flow switches on all sprinkler systems (if serving more than 6 sprinklers) shall be electrically supervised by a listed fire alarm control unit. Fire Extinguishers CFC 906.1 & High-piled Storage Areas: 4-A:20-B:C Table 906.3(1), Max travel distance: 50' 906.3(2) Max area per extinguisher: 4,000 ft2 HazfMaterials N/A NA. Not Part of the Scope of This Report Allowable Area CBC Table 503 Not within the scope of this report. Existing Building. No proposed changes to type of construction, building square footage or occupancy. I Rev 1.0- M2 Ingredients I KLAUSBRUCRNER I Page 4 1900 Aston Ave., Carlsbad, CA I AND ASSOCIATES 2. Introduction The following is a high-piled combustible storage code compliance report for M2 Ingredients, located at 1.900 Aston Avenue in the city of Carlsbad, California. This report is intended to help both the owners and the fire department in expediting plan review and effectively determine the requirements necessary to meet the Fire Code. This report is based on the 2016 Editions of the California Fire Code and the Building Code, and the 2016 Edition of NFPA-I3, Standardfor the Installation of Sprinkler Systems. KLAUSROCKNER I Rev 1.0- M2 Ingredients Page 5 1900 Aston Ave., Carlsbad, CA 114 ASSOCIATES "Retail Area" is the non-public accessible area designated for finished goods _onlansT This is not an M Occupancy. Area Occupancy Square Footage Office/Other Area B/Other 3,399 High-Piled Storage 11,993 Retail* S-i 3,834 Bulk Warehouse S-I 8,159 3. Building Construction, Design, and Occupancies 3.1 Building Construction & Design M2 Ingredients will have 11,993 ft2 of high-piled storage within their suite in an existing building. No expansion or modification to the building is planned at this time (Attachment #1). 3.2 Occupancies The facility is currently used for storage and office space. All other uses are outside the scope of this report. Rack storage, in single and double row racks, as well as shelf storage with open shelves are present in the storage areas. M2 Ingredient's suite is classified as a B and S-i Occupancy, as defined by CBC 304-311 (Attachment #2), unless specified otherwise by the Architect of Record. M2 Ingredient's high-piled storage area is limited to 11,993 ft2 within the building. I Rev 1.0 - M2 Ingredients Page 6 KLAUSROCKNER 1900 Aston Ave., Carlsbad, CA AND ASSOCIATES 4. High-Piled Storage Requirements The commodities are Class I-IV and High Hazard/Group A plastics, unexpanded, cartoned & exposed, on open shelving in single and double- row racks and shelf storage. The overall commodity classification per CFC Section 3203.1 through 3203.7.1 is designated as High Hazard/Group A Plastic Commodity and will be referred to as such from here on out. Products Method of Storage Cartoned Encapsulated Commodity (Attachment #3) Storage Height Class Mushroom powder, Rack <19'-4" Yes & No No I-IV Finished Goods - Empty Plastic High Hazard! Containers, Plastic Rack <19'-4" Yes No Group A Linings (Unexpanded) Mushroom powder, Shelf* <10'-O" Yes & No No I-IV Finished Goods (Baker Racks) Empty Plastic Shelf* High Hazard! Containers, Plastic (Baker Racks) 10'-0" Yes & No No Group A Linings (Unexpanded) Single shelf storage. Back to back shelf storage is not proposedi Per CFC 3204.1 (Attachment #4), a high-piled combustible storage area shall be based on the highest hazard commodity class stored except as provided in Section 3204.2; therefore the protection proposed is for High Hazard/Group A Plastic, cartoned & exposed, unexpanded commodities. Based on Table 3206.2 (Attachment #5), the following fire protection requirements will be provided by M2 Ingredients to meet the requirements of CFC Chapter 32 and NFPA-13 for the entire storage area/warehouse. Rev 1.0 - M2 Ingredients KI.AUSBRUCKNER Page 7 1900 Aston Ave., Carlsbad, CA AND ASSOCIATES I 4a I A utomätic Fire Sprinkler System 4.1.1 Rack Storage Area The following requirements are based on NFPA-13 (2016 Edition) (Attachment #6A): Maximum Ceiling Height: Single Row and Double-Row Racks 50% or greater open High Hazard/Group A Plastics (cartoned, unexpanded) 3" Transverse; Longitudinal not required 6" Transverse; Longitudinal not required 3" Transverse; 6" Longitudinal 2 10'-O" Bulk Warehouse: < 19'-4" Retail Area: 15'-0" Bulk Warehouse: 22'-0" Retail Area: 18'-0" Type of Rack: Type of Rack Shelving: Commodity :Stoed: Flue Spaces for Standard Racks: Single Row Racks: Double Row Racks: Option #1: Option #2: Aisle Widths: Maximum Storage Height: Ceiling Sprinkler Design: Control Mode Density Area (CMDA), K-i 1.2, listed for storage, upright or pendent sprinklers, minimum 0.6 gpm/ft2 over 2,000 ft2 remote area, maximum coverage area 100 ft2, maximum spacing between sprinklers 12'-0", minimum 18" clearance from deflector to top of storage, hose allowance 500 gpm, water supply duration 120 minutes The existing sprinkler system has been recalculated to provide 0.60 gpm/ft2 over 2,000 ft remote area. Sprinkler upgrades are not necessary. I Rev 1.0 - M2 ingredients Page 8 KLAUSBRUCKNCR 1900 Aston Ave., Carlsbad, CA AND ASSOCIATES 4.1.2 Shelf Storage Area The following requirements are based on NFPA-13 (2016 Edition) (Attachment #6B): Type of Rack: Shelf Storage Type of Rack Shelving: 50% or greater open Commodity Stored: High Hazard/Group A Plastics (cartoned & exposed, unexpanded) Flue Spaces for Shelf Storage are not required Aisle Widths: ~ 30" Maximum Storage Height: 105-012 Maximum Ceiling Height: 183-0" Ceiling Sprinkler Design: Control Mode Density Area (CMDA) K-I 1.2, listed for storage, upright or pendent sprinklers, minimum 0.5 gpm/ft2 over 2,500 ft2 remote area, maximum coverage area 100 ft2, maximum spacing between sprinklers 12'-0", minimum 18" clearance from deflector to top of storage, hose allowance 500 gpm, water supply duration 120 minutes The existing sprinkler system, recalculated to provide 0.60 gpm/1t2 over 22000 f? remote area may meet the requirements stated above. Sprinkler contractor to confirm and provide y4cc!ci4ati Rev 1.0- M2 Ingredients I I Page 9 1900 Aston Ave., Carlsbad, CA I I 4.1.3 Additional Protection Requirements 4.1.3.1 Extent of Protection Per CFC 3206.2 and NFPA-13 Section 12.3 (Attachment #7), the extent and type of protection (including automatic, sprinkler design densities) shall extend the lesser of 15 feet beyond the high-piled storage area or to a permanent partition. 4.1.3.2 Protection of Steel Columns - Rack Storage Per CFC 3208.4 and NFPA-13 Section 17.1.4.1(3) and' Table 17.1.4.1 (Attachment #7), where fireproofing of building columns is not provided and storage heights are in excess of 15 feet, protection of building columns within the rack structure or vertical rack members supporting the building shall be 'protected by the installation of ceiling only sprinklers designed to provide a density of at least 0.57 gpm/ft2 over 2,000 ft2 with 8 foot aisles. The required ceiling sprinklered density of 0.6 gpm/ft2 over 2,000 ft remote area, with minimum 10 foot aisles, as stated in section 4. 1.1 of this report, meets the requirements for protection of steel columns. Please note, protection of steel columns is not required for the shelf storage area as the storage heights do not exceed 10 feet. 4.1.3.3 Fixed Obstructions Per NFPA-13 Sections 8.5.5.3.1 (Attachment #7), fire sprinklers are not required under fixed obstruction or open grate flowing unless their width is in excess of 4 ft. 4.1.3.4 Ceiling Slopes Per NFPA-13 Section 12.1.2 (Attachment #7), the 'sprinkler system criteria specified are intended to apply to buildings with ceiling slopes not exceeding 2 in 12 (16.7 percent). 4.1.4 Offices - Outside the Scope The following requirements are based on NFPA-13 (2016 Edition) (Attachment #8): CFC Occupancy Classification: B NFPA 13 Occupancy: Light hazard Design Density Proposed: 0.1/1,500 Hose Stream: 100 gpm for combined inside and outside hose stream demand. Rev 1.0 - M2 Ingredients KLAUSBRUCKNER Page 10 1900 Aston Ave., Carlsbad, CA AND ASSOCIATES I 4.2 Alarm/Monitoring Per CFC 903.4 (Attachment #9), all valves controlling the water supply for automatic sprinkler systems, pumps, tanks, water levels and temperatures, critical air pressures, and water-flow switches on all sprinkler systems (if serving >6 sprinklers) shall be electrically supervised by a listed fire alarm control unit. Alarm, supervisory and trouble signals shall be distinctly different and shall be automatically transmitted to an approved supervising station or, when approved by the fire code official, shall sound an audible signal at a constantly attended location. One exterior approved audible device, located on the exterior of the building in an approved location, shall be connected to each automatic sprinkler system. Such sprinkler water-flow alarm devices shall be activated by water flow equivalent to the flow of a single sprinkler of the smallest orifice size installed in the system. Where a. fire alarm system is installed, actuation* of the automaticsprinklersystem shall actuate the building fire alarm system. Visual alarm notification appliances shall not be required except when required by Section 907. 4.3 Building Access.- Doors & Roads Per CFC Table 3206.2 (Attachment 910), building access is required for sprinklered high- piled storage areas of High Hazard/Group A Plastic commodities greater than 2,500 ft2. 4.3.1 Access Doors Per CFC 3206.6.1 (Attachment #10), access doors shall be accessible without the use of a ladder. Not less than one access door shall be provided in each 100 lineal feet, or fraction thereof, of the exterior walls that face required fire apparatus access roads. The required access doors shall be distributed such that the lineal distance between adjacent access doors does not exceed 100 feet. EXCEPTION: The linear distance between adjacent access doors is allowed to exceed 100 feet in existing buildings where no changes in occupancy is proposed. The number and distribution of access doors in existing buildings shall be approved. Access doors shall not be less than 3 feet in width and 6 feet 8 inches in height. Roll-up doors shall not be used-unless approved. Only approved locking devices shall be used. f1eQ1) plan èi :ia' be ss doot exists along th plan northall, thiee (3) access doois ex12 t ak I and one (1) access door exists a1nth: Pk.. souh wall. Add idoiia KLAUSBROCK R NE I Rev 1.0 - M2 Ingredients .1 ~s . Page 11 1900 Aston Ave., Carlsbad, CA AND ASSOCIATE 4.3.2 Access Roads Per CFC 3206.6 (Attachment #10), where building access is required, fire apparatus access roads shall be provided within 150 feet of all portions of the exterior walls of buildings used for high-piled storage. Per CFC 503.2 (Attachment #10), fire apparatus access roads shall have an unobstructed width of not less than 20 feet, exclusive of shoulders, except for approved security gates in accordance with Section 503.6, and an unobstructed vertical clearance of not less than 13 feet 6 inches. The fire code official shall have the authority to require or permit modifications to the required access widths where they are inadequate for fire or rescue operations or where necessary to meet the public safety objectives of the jurisdiction. Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be surfaced so as to provide all-weather driving capabilities. The required turning radius of a fire apparatus access road shall be determined by the fire code official. Dead-end fire apparatus access roads in excess of 150 feet in length shall be provided with an approved area for turning around fire apparatus. The grade of the fire apparatus access road shall be within the limits established by the fire code official based on the fire department's apparatus. The angle of approach and departure for fire apparatus access roads shall be within the limits established by the fire code official based on the fire department's apparatus. Access roads are existing and have been previously approved as part of the shell building. 4.4 Smoke and Heat Removal Per CFC Table 3206.2 (Attachment #11), smoke and heat removal is required for sprinklered high-piled storage areas of High Hazard/Group A Plastic commodities greater than 2,500 ft2. Due to the dropped ceilings, a mechanical smoke removal system will be installed. Per CFC 910 (Attachment #11), mechanical smoke removal systems shall be designed and installed in accordance with the following: . Automatic sprinklers required. The building shall be equipped throughout with an approved automatic sprinkler system. Exhaust fan construction. Exhaust fans that are part of a mechanical smoke removal system shall be rated for operation at 221°F. Exhaust fan motors shall be located outside of the exhaust fan air stream. System design criteria. The mechanical smoke removal system shall be sized to exhaust the building at a minimum rate of two air changes per hour based upon the volume of the building or portion thereof without contents. The capacity of each exhaust fan shall not exceed 30,000 cubic feet per minute. Makeup air. Makeup air openings shall be provided within 6 feet of the floor level. Operation of makeup air openings shall be manual or automatic. The minimum gross area of makeup air inlets shall be 8 square feet per 1,000 cubic feet per minute of smoke exhaust. Activation. The mechanical smoke removal system shall be activated by manual controls only. IRev 1.0 - M2 Ingredients KLAUSPUCRNER Page 12 1900 As/on Ave., Carlsbad, CA AND AS8OCIATS Manual control location. Manual controls shall be located so as to be accessible to the fire service from an exterior door of the building and protected against interior fire exposure by not less than 1-hour fire barriers constructed in accordance with Section 707 of the California Building Code or horizontal assemblies constructed in accordance with Section* 711 of the California Building Code, or both. Control wiring. Wiring for operation and control of mechanical smoke removal systems shall be connected ahead of the main disconnect in accordance with Section 701.12E of the California Electrical rode and prbtected against interior fire exposure to temperatures in excess of 1,000°F for a period of not less' than 15 minutes. Controls. Where building air-handling and mechanical smoke removal systems are combined or where independent building air-handling systems, are provided,. fans shall automatically shut. down in .accordance with the California Mechanical Code. The manual controls provided for the smoke removal system shall have the capability to override the automatic shutdown of fans that are part of the smoke removal system. Maintenance. Mechanical smoke removal systems shall be maintained in an operative condition in accordance with the equipment manufacturer's maintenance instructions and the following: Frequency. Systems shall be operationally tested not less than once per. year. Testing shall include the operation of all system components, including control elements. Testing. Operational testing of the mechanical smoke removal system shall include all equipment such as fans, controls and make-up air openings. Schedule. A routine maintenance and operational testing program shall be initiated and a written schedule for routine maintenance and operational testing shall be established. 'Written record. A written record of mechanical smoke exhaust system testing and maintenance shall be maintained on the premises. The written record shall include the date of the maintenance, identification of the servicing personnel and notification of any unsatisfactory condition and the corrective action taken, including parts replaced. Per CFC 910.4.3, mechanical smoke removal shall be sized to exhaust the building at a minimum rate of two air changes per hour based upon the volume of the building or portion thereof without -contents. KLUSBRUCKNER I . Rev 1.0 - M2 ingredients ' Page 13 1900 As/on Ave., Carlsbad, CA TT~~ANOASSOCIATES I 4.5 Portable Fire Extinguishers Per CFC 906 and 3206.10 (Attachment #12), portable fire extinguishers shall be installed in the following locations: In new and existing Group B and S occupancies Where required by the sections indicated in Table 906.1. Per CFC Table 906.3(1) & 906.3(2) (Attachment #12), the following is the proposed fire extinguisher type and layout: Storage Areas: 4-A:20-B:C @ Travel Distance 75* Feet * If no flammable/combustible liquids are stored, otherwise travel distance 50 Feet The owners agree to comply with the requirements for fire extinguishers. One extinguisher may provide coverage to a maximum of 4000 ft2. Fire extinguisher types and locations will be provided by the owners or fire extinguisher vendor and approved by the fire department. Portable fire extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicated the need for placement away from normal paths of travel. Portable fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the location of extinguishers. 4.6 Aisle Widths Per CFC 3206.9 (Attachment #13), aisles in sprinklered high-piled storage buildings not accessible to the public shall comply with the following: Rack Storage: Aisles shall be a minimum of 44 inches. Shelf Storage: Aisles shall be a minimum of 30 inches. Cross aisles used only for employee access between aisles shall be a minimum of 24 inches in width Required aisle widths shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6'-8" above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. Dead-end aisles: Shall not exceed 50 feet in length M2 Ingredients agrees to meet the above requirements and to maintain a minimum of 96" aisle widths within the .rack storage areas and 30" between the shelf storage. Additionally, the owners agree to arrange their floor/palletized storage (if any), such that it does not obstruct the minimum required widths of the aisles. I Rev 1.0- M2 Ingredients Page 14 KLAUSBRUCKNER 1900 Aston Ave., Carlsbad, CA AND ASSOCIATES 4.7 Housekeeping & Maintenance Per CFC 3205 and 901.6 (Attachment #14), the following are general maintenance and safety requirements, of which M2 Ingredients agrees to, comply with: Rack Structures. The structural integrity of racks shall be maintained. Ignition Sources. Clearance from ignition sources shall be provided. Smoking. Smoking shall be prohibited. Approved "NO SMOKING" signs shall be conspicuously posted. Aisle Maintenance. When restocking is not being conducted, aisles shall be kept clear of storage, waste materials and debris. Fire department access doors, aisles and exit doors shall be unobstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24" of the required aisle width shall be maintained in 48" or smaller aisles, and a minimum unobstructed aisle width of one- half of the required aisle width shall be maintained in aisles greater than 48". During mechanical stocking operations, a minimum unobstructed aisle width of 44" shall be maintained. Flue Spaces. Flue spaces shall be maintained for rack storage. Fire Protection Systems. Fire protection systems shall be maintained in an operative condition at all times and shall be replaced or repaired where defective. o Existing, non-required fire protection systems (i.e. extinguishing systems, fire detection systems, communication systems, etc.) shall be inspected, tested and maintained or removed. 4.8 Flue Spaces for Rack Storage Per CFC 3208.3 and Table 3208.3 (Attachment #15), flue spaces shall be maintained for rack storage. Where required by the fire code official, required flue spaces in rack storage shall be equipped with approved devices to protect the required flue space. Such devices shall not be moved or modified. Per CFC Table 3208.3 (Attachment #15), the required flue spaces for rack storage shall be in accordance with the following: Single Row Racks: Transverse - 3-inches; Longitudinal - Not Required Double Row Racks: Option 1: Transverse - 6-inches; Longitudinal - Not Required Option 2: Transverse - 3-inches; Longitudinal - 6-inches Random variations in transverse flue spaces are allowed provided that no obstruction of water penetration occurs. Shelf storage does not require flue spaces. Definitions of Flue Spaces: Longitudinal Flue Space: The flue space between rows of storage perpendicular to the direction of loading. Transverse Flue Space: The space between rows of storage parallel to the direction of loading. IRev 1.0- M2 IIngredients KLAUZBRUCKNER s Page 15 /900 Aslon Ave., Carlsbad, CA AND ASSOCIATES City of Carlsbad requires flue space protection per CFC 3208.3.1 for flue spaces required by CFC Table 3208.3 in single, double or multiple row rack storage. Rack installations shall be equipped with approved devices to protect the required flue spaces and which shall not be removed or modified. A mechanical means shall be provided to maintain the transverse flue spaces at the uprights at each level.: The device and its installation method shall be identified on the plan. Transverse flue spaces between uprights shall be marked with a 3-inch or 6-inch yellow strip on the load beam with words in red that read, "Keep Clear." Specify Durable vinyl tape, paint, or other methods as approved by the fire code official may be used. Note: Transverse flue space is measured as the distance between the loads, not the distance between the racks. A flue space's net width is a measure of its gross width minus any horizontal obstructions, such as rack uprights, located within the flue space. Double row racks shall be equipped with a pallet/commodity stop along the longitudinal flue space at each level: The device along the longitudinal flue space shall be made from steel or other ferrous material 'A" thick and, in the mounted position, shall extend a minimum of 4 inches above the shelf or cross member, or other method approved by the fire code official. It is noted that regardless of the design of the pallet stop, the flue space shall be measured from the back of the pallet stop to the (opposing) back of the pallet stop. IRev 1.0 - M2 Ingredients KLAUSBROCKNER Page 16 1900 As/on Ave., Carlsbad, CA AND ASSOCIATES Means of Egress A complete exit analysis is outside the scope of this report and, when required, will be provided by the Architect o. Record. The following general egress requirements apply to the proposed sprinklered occupancies (Attachment #16): 4.9 Offices [B Occupancy] Per CBC 1005.3.2, egress width components other than stairways shall be 0.2 inch/occupant. Per CBC Table 1006.2.1, spaces with only one exit or exit access doorway shall have a maximum occupancy load of 49 and the common path of egress travel shall not exceed 100 feet. Per CBC Table 1017.2, exit access travel distance shall not exceed 300 feet. Per CBC 1020.4 Exception 2, dead ends through common path of egress shall not exceed 50 feet. 4.10 Storage [S-I Occupancy] Per CBC 1005.3.2, egress width components other than stairways shall be 0.2 inch/occupant. Per CBC Table 1006.2.1, spaces with only one exit or exit access doorway shall have a maximum occupancy load of 29 and the common path of egress travel shall not exceed 100 feet. Per CBC Table 1017.2, exit access travel distance shall not exceed 250 feet. Per CBC 1020.4 Exception 2, dead ends through common path of egress shall not exceed 50 feet. Rev 1.0 - M2 Ingredients s Page 17 1900 Aston Ave., Carlsbad, CA I AND ASSOCIATES 5. Exposures 5.1 Occupancy Separation M2 Ingredients is classified as B and S-i occupancy, unless otherwise specified by the Architect of Record. Based on CBC Table 508.4 (Attachment #17), there are no requirements for mixed occupancy fire barrier walls between these occupancies. 5.2 Separation of High-Piled Storage Areas Per CFC 3206.3.2.1 (Attachment #18), the aggregate of all high-piled storage areas within a building shall be used for the application of Table 3206.2 unless such areas are separated from each other by 1-hour fire barrier walls constructed in accordance with the California Building Code. Openings in such walls shall be protected by opening protective assemblies having a i-hour fire protection rating. . One hour fire barrier walls are required between M2 Ingredient's suite and adjacent tenant spaces. 5.3. Allowable Area and Sideyards The building is existing. There are no proposed changes to the occupancy, construction or square footage of the building. Rev 1.0 - M2 Ingredients KLAUSROCNER Page 18 1900 Aston Ave., Carlsbad, CA I AND AS9OCATES I 6. Conclusion It is the opinion of Klausbruckner & Associates that the above will meet the requirements, and/or intent of the 2016 Edition of the California Fire Code, the 2016 Edition of the California Building Code, and the 2016 Edition of NFPA- 13 Standard for the Installation of Sprinkler Systems, for the type of occupancy and storage. By way of my signature, M2 Ingredients agrees to meet the storage conditions required and specified i is report. ~ /1Z M2 Ingredients Representative (Sign Name) Date af M2 Ingredients Representative (Print Name) I Rev 1.0- M2 Ingredients I I Page 19 I 1900 Aston Ave., Carlsbad, CA I ) AND ASSOCIATES I 7. Appendix A: Attachments Attachment #1: BUILDING CONSTRUCTION AND DESIGN Attachment #2: OCCUPANCIES Attachment #3: COMMODITY CLASSIFICATION Attachment #4: DESIGNATION OF HIGH PILED STORAGE Attachment #5: GENERAL FIRE PROTECTION & LIFE SAFETY REQUIREMENTS Attachment #6: AUTOMATIC FIRE SPRINKLER SYSTEM Attachment #6A: RACK STORAGE Attachment #611: SHELF STORAGE Attachment #7: ADDITIONAL STORAGE PROTECTION REQUIREMENTS Attachment #8: AUTOMATIC FIRE SPRINKLER SYSTEM - OFFICES Attachment #9: ALARMIMONITORING Attachment #10: BUILDING ACCESS - DOORS & ROADS Attachment #11: SMOKE AND HEAT REMOVAL Attachment #12: PORTABLE FIRE EXTINGUISHERS Attachment #13: AISLE WIDTHS Attachment #14: HOUSEKEEPING & MAINTENANCE Attachment #15: FLUE SPACES FOR RACK STORAGE Attachment #16: MEANS OF EGRESS Attachment #17: OCCUPANCY SEPARATION Attachment #18: SEPARATION OF HIGH-PILED STORAGE AREAS Rev 1.0 -M2 Ingredients KLAUSBRUCKNER Page 20 1900 Aston Ave., Carlsbad, CA ANOA.SOCIAThS ATTACHMENT #1 BUILDING CONSTRUCTION & DESIGN ATTACHMENT #2 OCCUPANCIES CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION User note: Code change proposals to sections preceded by the designation [F] will be considered by the International Fire Code Development Committee during the 2016 (Group B) Code Development Cycle. See explanation on page ix. SECTION 301 GENERAL 301.1 Scope. The provisions of this chapter shall control the classification of all buildings and structures as to use and occupancy. SECTION 302 CLASSIFICATION 302.1 General. Structures or portions of structures shall be classified with respect to occupancy in one.or more of the groups listed in this section. A room or space that is intended to be occupied at different times for different purposes shall comply with all of the requirements that are applicable to each of the purposes for which the room .or space will be occupied. Structures with multiple occupancies or uses shall comply with Section 508. Where a structure is proposed for a purpose that is not specifically provided for in this code, such structure shall be classified in the group that the occupancy most nearly resembles, according to the fire safety and rela- tive hazard involved. I. Assembly (see Section 303): Groups A-I, A-2, A-3, A-4 and A-5 Business (see Section 304): Group B Educational (see Section 305): Group E Factory and Industrial (see Section 306): Groups F-I and F-2 High Hazard (see Section 307): Groups H-I, H-2, H- 3, H-4 and H-S Institutional (see Section 308): Groups 1-1, 1-2, 1-2.1, 1-3 and 1-4 fSFMJ Laboratory (see Section 202): Group B, unless classified as Group L (see Section 453) or Group H (see Section 307). Mercantile (see Section 309): Group M 9 ISFMJ Organized Camps (see Section 450): Group C. ISFMJ Research Laboratories (see Section 453): Group L Residential (see Section 310): Groups R-1, R-2, R- 2.!, R-3, R-3. I and R-4. Storage (see Section 311): Groups S-I and S-2 Utility and Miscellaneous (see Section 312): Group U ISFMJ Existing buildings housing existing protective social care homes or facilities established prior to 1972 (see Cali- fornia Fire Code Chapter 11 and California Existing Build- ing Code). 302.1.1 Reserved 302.1.2 Reserved 302.1.3 Pharmacies; veterinary facilities; barbering, cos- metology or electrolysis establishments; and acupunc- ture offices. See Chapter 12. SECTION 303 ASSEMBLY GROUP A 303.1 Assembly Group A. Assembly Group A occupancy includes, among others, the use of a building or structure, or a portion thereof, for the gathering of persons for purposes such as civic, social or religious functions; recreation, food or drink consumption or awaiting transportation; motion picture and television production studio sound stages, approved pro- duction facilities and production locations; or for the show- ing of motion pictures when an admission fee is charged and when such building or structure is open to the public and has a capacity of 10 or more persons. 303.1.1 Small buildings and tenant spaces. A building or tenant space used for assembly purposes with an occupant load of less than 50 persons shall be classified as a Group B occupancy. 303.1 .2 Small assembly spaces. The following rooms and spaces shall not be classified as Assembly occupancies: I. A room or space used for assembly purposes with an occupant load of less than SO persons and acces- sory to another occupancy shall be classified as a Group B occupancy or as part of that occupancy. 2. A room or space used for assembly purposes that is less than 750 square feet (70 m2) in area and acces- sory to another occupancy shall be classified as a Group B occupancy or as part of that occupancy. 303.1.3 Associated with Group E occupancies. A room or space used for assembly purposes that is associated with a Group E occupancy is not considered a separate occu- pancy. 303.1.4 Accessory to places of religious worship. Accessory religious educational rooms and religious audi- toriums with occupant loads of less than 100 per room or space are not considered separate occupancies. 303.2.Assembly Group A4. Assembly uses, usually with fixed seating, intended for the production and viewing of the performing arts or motion pictures including, but not limited to: Motion picture and television production studio sound stages, approved production facilities and production locations. (with live audiences). Motion picture theaters Symphony and concert halls Television and radio studios admitting an audience Theaters 2016 CALIFORNIA BUILDING CODE 93 I 1 1 1 I i I o Copyright 2016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klnusbruckncron Dec 9.20166:51:30 AM pursuant to License Agreement with CA BSC. No further tir k 1 1 1 ik 1 1 reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBIECr TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. USE AND OCCUPANCY CLASSIFICATION 303.3 Assembly Group A-2. Assembly uses intended for tions, including storage of records and accounts. Business food and/or drink consumption including, but not limited to: occupancies shall include, but not be limited to, the following: Banquet halls Casinos (gaming areas) Nightclubs Restaurants, cafeterias and similar dining facilities (including associated commercial kitchens) Taverns and bars 303.4 Assembly Group A-3. Assembly uses intended for wor- ship, recreation or amusement and other assembly uses not classified elsewhere in Group A including, but not limited to: Amusement arcades Art galleries Bowling alleys Community halls Courtrooms Dance halls (not including food or drink consumption) Exhibition halls Funeral parlors Gymnasiums (without spectator seating) Indoor swimming pools (without spectator seating) Indoor tennis courts (without spectator seating) Lecture halls Libraries Museums Places of religious worship Pool and billiard parlors Waiting areas in transportation terminals 303.5 Assembly Group A-4. Assembly uses intended for viewing of indoor sporting events and activities with specta- tor seating including, but not limited to: Arenas Skating rinks Swimming pools Tennis courts 303.6 Assembly Group A-S. Assembly uses intended for participation in or viewing outdoor activities including, but not limited to: Amusement park structures Bleachers Grandstands Stadiums 303.7 Fixed guideway transit systems. ISFMJ Fixed guide- way transit system buildings shall conform to the require- men/s of this code for their occupancy classification in addition to the provisions se/forth in Section 443. 303.8 Subterranean spaces for winery facilities in natural or manmade caves. ISFMJ For fire and life safely require- ments, see Section 446. SECTION 304 BUSINESS GROUP B 304.1 Business Group B. Business Group B occupancy includes, among others, the use of a building or structure, or a portion thereof, for office, professional or service-type transac- Airport traffic control towers Ambulatory care facilities serving five or fewer patients (see Section 308.4.2forfacililies serving more than five patients) Animal hospitals, kennels and pounds Banks Barber and beauty shops Car wash Civic administration Clinic, outpatient [SFM] (not class?/led as Group 1-2.1) Dry cleaning and laundries: pick-up and delivery stations and self-service Educational occupancies for students above the 12th grade Electronic data processing Food processing establishments and commercial kitchens not associated with restaurants, cafeterias and similar dining facilities not more than 2,500 square feet (232 m2) in area. Laboratories: testing, research and SFMj instruction Motor vehicle showrooms Post offices Print shops Professional services (architects, attorneys, dentists, physicians, engineers, etc.) Radio and television stations Telephone exchanges Training and skill development not within a school or academic program (this shall include, but not be limited to, tutoring centers, martial arts studios, gymnastics and similar uses regardless of the ages served, and where not classified as a Group A occupancy). 304.2 Definitions. The following terms are defined in Chap- ter 2: AMBULATORY CARE FACILITY. CLINIC, OUTPATIENT. SECTION 305 EDUCATIONAL GROUP E 305.1 Educational Group E. Educational Group E occu- pancy includes, among others, the use of a building or struc- ture, or a portion thereof, by more than six persons at any one time for educational purposes through the 12th grade. Exception: ISFMJ A residence used as a home school for the children who normally reside at the residence. Such residences shall remain classified as Group R-2, or Group R-3 occupancies. 305.1.1 Accessory to places of religious worship. Reli- gious educational rooms and religious auditoriums, which are accessory to places of religious worship in accordance with Section 303.1.4 and have occupant loads of less than 100 per room or space, shall be classified as Group A-3 occupancies. 305.2 Group E, day care facilities. This group includes buildings and structures or portions thereof occupied by more 94 2016 CALIFORNIA BUILDING CODE Copyright 02056 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klausbrucksser on Dec 19.20166:54:30 AM pursuant to License Agreement with CA BSC. Ni further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. USE AND OCCUPANCY CLASSIFICATION lic district shall adopt or enforce any requirement for the prevention of/Ire or for the protection of life and properly against fire and panic unless the requirement would be applicable to a structure regardless of the special occu- pancy. Nothing shall restrict the application of slate or local housing standards to such facilities if the standards are applicable to residential occupancies and are not based on the use of the structure as a facility for am bula- tory children. For the purpose of this exception, ambula- tory children does not include relatives of the licensee or the licensee's spouse. 310.5.2 Lodging houses. Owner-occupied lodging houses with five or fewer guest rooms shall be permitted to be constructed in accordance with the California Residential Code. 310.6 Residential Group R-4. Residential Group R-4 occu- pancies shall include buildings, structures or portions thereof for more than six ambulatory clients, but not more than 16 persons, excluding staff, who reside on a 24-hour basis in a supervised residential environment and receive custodial care. Buildings of Group R-4 shall be classified as one of the occupancy conditions specified in Section 310.6.1 or 310.6.2. The persons receiving care are capable of self-preservation. This group shall include, but not be limited to, the following: This occupancy classification may include a maximum six I I nonambulatoty or bedridden clients (see Section 435 Spe- cial Provisions for Licensed 24-Hour Care Facilities in a Group R-2. I, R-3. I or R-4 Occupancy). Group R-4 occu- pancies shall include the following: Assisted livingfacilities such as: Residential care facilities, Residential care facilities for the elderly (RCFE), Adult residentialfacilities, Congregate living health facilities, Group homes. Social rehabilitation facilities such as: Ha/fray houses, Community correctional centers, Community correction reentry centers, Community treatment programs, Work furlough programs, Alcoholism or drug abuse recovery or Ire atnient facilities. Group R-4 occupancies shall meet the requirements for construction as defined for Group R-3, except as otherwise provided for in this code. ri 310.7 Large family day-care homes. See Section 455. SECTION 311 STORAGE GROUP S 311.1 Storage Group S. Storage Group S occupancy includes, among others, the use of a building or structure, or a portion thereof, for storage that is not classified as a hazard- ous occupancy. 311.1.1 Accessory storage spaces. A room or space used for storage purposes that is less than 100 square feet (9.3 m2) in area and accessory to another occupancy shall be classified as part of that occupancy. The aggregate area of such rooms or spaces shall not exceed the allowable area limits of Section 508.2. 311.2 Moderate-hazard storage, Group S-I. Buildings occupied for storage uses that are not classified as Group S-2, including, but not limited to, storage of the following: Aerosols, Levels 2 and 3 Aircraft hangar (storage and repair) Bags: cloth, burlap and paper Bamboos and rattan Baskets Belting: canvas and leather Books and paper in rolls or packs Boots and shoes Buttons, including cloth covered, pearl or bone Cardboard and cardboard boxes Clothing, woolen wearing apparel Cordage Dry boat storage (indoor) Furniture Furs Glues, mucilage, pastes and size Grains Horns and combs, other than celluloid Leather Linoleum Lumber Motor vehicle repair garages complying with the maximum allowable quantities of hazardous materials listed in Table 307.1(1) (see Section 406.8) Photo engravings Resilient flooring Silks Soaps Sugar Tires, bulk storage of Tobacco, cigars, cigarettes and snuff Upholstery and mattresses Wax candles 311.3 Low-hazard storage, Group S-2. Storage Group S-2 occupancies include, among others, buildings used for the storage of noncombustible materials such as products on wood pallets or in paper cartons with or without single thickness divisions; or in paper wrappings. Such products are permitted to have a negligible amount of plastic trim, such as knobs, handles or film wrapping. Group S-2 storage uses shall include, but not be limited to, storage of the fol- lowing: Asbestos Beverages up to and including 16-percent alcohol in metal, glass or ceramic containers Cement in bags Chalk and crayons 2016 CALIFORNIA BUILDING CODE 103 ii i iii r i Copyright 02016 CA BSC. All. RIGHTS RESERVED. Accessed by Ellie Klausbruckner on Dec 19.20166:54:30 AM pursuant to License Agreement with CA BSC. No further iikr9i PJ j1J LI I reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. ATTACHMENT #3 COMMODITY CLASSIFICATION HIGH-PILED COMBUSTIBLE STORAGE 3201.4 Evacuation plan. Where required by the fire code official, an evacuation plan for public accessible areas and a separate set of plans indicating location and width of aisles, location of exits, exit access doors, exit signs, height of stor- age, and locations of hazardous materials shall be submitted at the time of permit application for review and approval. Fol- lowing approval of the plans, a copy of the approved plans shall be maintained on the premises in an approved location. SECTION 3202 DEFINITIONS 3202.1 Definitions. The following terms are defined in Chap- ter 2: ARRAY. ARRAY, CLOSED. AUTOMATED RACK STORAGE. BIN BOX. COMMODITY. EARLY SUPPRESSION FAST-RESPONSE (ESFR) SPRINKLER. EXPANDED PLASTIC. EXTRA-HIGH-RACK COMBUSTIBLE STORAGE. HIGH-PILED COMBUSTIBLE STORAGE. HIGH-PILED STORAGE AREA. LONGITUDINAL FLUE SPACE. MANUAL STOCKING METHODS. MECHANICAL STOCKING METHODS. SHELF STORAGE. SOLID SHELVING. TRANSVERSE FLUE SPACE. SECTION 3203 COMMODITY CLASSIFICATION 3203.1 Classification of commodities. Commodities shall be classified as Class 1, 11, 111, IV or high hazard in accordance with this section. Materials listed within each commodity classification are assumed to be unmodified for improved combustibility characteristics. Use of flame-retarding modifi- ers or the physical form of the material could change the clas- sification. See Section 3203.7 for classification of Group A, B and C plastics. 3203.2 Class I commodities. Class I commodities are essen- tially noncombustible products on wooden pallets, in ordi- nary corrugated cartons with or without single-thickness dividers, or in ordinary paper wrappings with or without pal- lets. Class I commodities are allowed to contain a limited amount of Group A plastics in accordance with Section 3203.7.4. Examples of Class I commodities include, but are not limited to, the following: Alcoholic beverages not exceeding 20-percent alcohol Appliances noncombustible, electrical Cement in bags Ceramics Dairy products in nonwax-coated containers (excluding bottles) Dry insecticides Foods in noncombustible containers Fresh fruits and vegetables in nonpiastic trays or containers Frozen foods Glass Glycol in metal cans Gypsum board Inert materials, bagged Insulation, noncombustible Noncombustible liquids in plastic containers having less than a 5-gallon (19 L) capacity Noncombustible metal products 3203.3 Class II commodities. Class II commodities are Class I products in slatted wooden crates, solid wooden boxes, multi- ple-thickness paperboard cartons or equivalent combustible packaging material with or without pallets. Class II commodi- ties are allowed to contain a limited amount of Group A plas- tics in accordance with Section 3203.7.4. Examples of Class II commodities include, but are not limited to, the following: Alcoholic beverages not exceeding 20-percent alcohol, in combustible containers Foods in combustible containers Incandescent or fluorescent light bulbs in cartons Thinly coated fine wire on reels or in cartons 3203.4 Class III commodities. Class III commodities are commodities of wood, paper, natural fiber cloth, or Group C plastics or products thereof, with or without pallets. Products are allowed to contain limited amounts of Group A or B plas- tics, such as metal bicycles with plastic handles, pedals, seats and tires. Group A plastics shall be limited in accordance with Section 3203.7.4. Examples of Class III commodities include, but are not limited to, the following: Aerosol, Level I (see Chapter 51) Biomass briquettes, bagged, and static piles Biomass pellets, bagged, and static piles Charcoal Combustible fiberboard Cork, baled Corn cobs, static piles Corn stover, baled and chopped Feed, bagged Fertilizers, bagged Firewood Food in plastic containers Forest residue, round wood or chipped (branches, bark, cross-cut ends, edgings and treetops) Furniture: wood, natural fiber, upholstered, nonplastic, wood or metal with plastic-padded and covered armrests Glycol in combustible containers not exceeding 25 percent Lubricating or hydraulic fluid in metal cans Lumber Mattresses, excluding foam rubber and foam plastics Noncombustible liquids in plastic containers having a capacity of more than 5 gallons (19 L) Paints, oil base, in metal cans 370 2016 CALIFORNIA FIRE CODE Ilk Copyright 0 2016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klausbruckneron Dec 19. 2016 6:54:30 AM pursuant to License Agreement with CA BSC. No further I] 11(1]JJ I reproduction ordislnbution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. HIGH-PILED COMBUSTIBLE Paper, waste, baled Paper and pulp, horizontal storage, or vertical storage that is banded or protected with approved wrap Paper in cardboard boxes Peanut hulls, bagged, and static piles Pillows, excluding foam rubber and foam plastics Plastic-coated paper food containers Plywood Rags, baled Recovered construction wood Rice hulls, bagged, and static piles Rugs, without foam backing Seasonal grasses, baled and chopped Straw, baled Sugar, bagged Wood, baled Wood chips, bagged, and static piles Woody biomass, round wood or chipped (vase-shaped stubby bushes, bamboo, willows; branches, bark and stem wood) Wood doors, frames and cabinets Wood pellets, bagged, and static piles Yarns of natural fiber and viscose 3203.5 Class IV commodities. Class IV commodities are Class I, II or III products containing Group A plastics in ordi- nary corrugated cartons and Class I, 11 and III products with Group A plastic packaging, with or without pallets. Group B plastics and free-flowing Group A plastics are also included in this class. The total amount of nonfree-flowing Group A plastics shall be in accordance with Section 3203.7.4. Exam- ples of Class IV commodities include, but are not limited to, the following: Aerosol, Level 2 (see Chapter 51) Alcoholic beverages, exceeding 20-percent but less than 80-percent alcohol, in cans or bottles in cartons Clothing, synthetic or nonviscose Combustible metal products (solid) Furniture, plastic upholstered Furniture, wood or metal with plastic covering and padding Glycol in combustible containers (greater than 25 percent and less than 50 percent) Linoleum products Paints, oil base in combustible containers Pharmaceutical, alcoholic elixirs, tonics, etc. Rugs, foam back Shingles, asphalt Thread or yarn, synthetic or nonviscose 3203.6 High-hazard commodities. High-hazard commodi- ties are high-hazard products presenting special fire hazards beyond those of Class I, II, III or IV. Group A plastics not otherwise classified are included in this class. Examples of high-hazard commodities include, but are not limited to, the following: Aerosol, Level 3 (see Chapter 51) Alcoholic beverages, exceeding 80-percent alcohol, in bottles or cartons Commodities of any class in plastic containers in carousel storage Flammable solids (except solid combustible metals) Glycol in combustible containers (50 percent or greater) Lacquers that dry by solvent evaporation, in metal c or cartons Lubricating or hydraulic fluid in plastic containers Mattresses, foam rubber or foam plastics Pallets and flats that are idle combustible Paper and pulp, rolled, in vertical storage that Is unbanded or not protected with an approved wrap Paper, asphalt, rolled, horizontal storage Paper, asphalt, rolled, vertical storage Pillows, foam rubber and foam plastics Pyroxylin Rubber tires Vegetable oil and butter in plastic containers 3203.7 Classification of plastics. Plastics shall be designal as Group A, B or C in accordance with Sections 3203. through 3203.7.4. 3203.7.1 Group A plastics. Group A plastics are pla materials having a heat of combustion that is much hif than that of ordinary combustibles, and a burning higher than that of Group B plastics. Examples of Grou plastics include, but are not limited to, the following: ABS (acrylonitrile-butadiene-styrene copolymer) Acetal (polyformaldehyde) Acrylic (polymethyl methacrylate) Butyl rubber EPDM (ethylene propylene rubber) FRP (fiberglass-reinforced polyester) Natural rubber (expanded) Nitrile rubber (acrylonitrile butadiene rubber) PET or PETE (polyethylene terephthalate) Polybutadiene Polycarbonate Polyester elastomer Polyethylene Polypropylene Polystyrene (expanded and unexpanded) Polyurethane (expanded and unexpanded) PVC (polyvinyl chloride greater than 15-percent pla cized, e.g., coated fabric unsupported film) SAN (styrene acrylonitrile) SBR (styrene butadiene rubber) 3203.7.2 Group B plastics. Group B plastics are pla materials having a heat of combustion and a burning higher than that of ordinary combustibles, but not as F as those of Group A plastics. Examples of Group B p tics include, but are not limited to, the following: Cellulosics (cellulose acetate, cellulose acetate butyr ethyl cellulose) Chloroprene rubber Fluoroplastics (ECTFE, ethylene-chlorotrifluoroethyl copolymer; ETFE, ethylene-tetrafluoroethyl copolymer; FEP, fluorinated ethylene-propyl copolymer) Natural rubber (nonexpanded) Nylon (Nylon 6, Nylon 6/6) PVC (polyvinyl chloride greater than 5-percent, but exceeding 15-percent plasticized) Silicone rubber 2016 CALIFORNIA FIRE CODE 371 irirt1i i .i Copyright 0 2016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klausbnsckner on Dec 19.20166:50:30 AM pursuant to License Agreement with CA BSC. No further uiuikr1i U 1J EjIJ I I reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJECTO CIVIL AND CRIMINAL PENALTIES THEREUNDER. ATTACHMENT #4 DESIGNATION OF HIGH-PILED STORAGE AREAS HIGH-PILED COMBUSTIBLE STORAGE 3203.7.3 Group C plastics. Group C plastics are plastic SECTION 3205 materials having a heat of combustion and a burning rate HOUSEKEEPING AND MAINTENANCE I similar to those of ordinary combustibles. Examples of 3205.1 Rack structures. The structural integrity of racks Group C plastics include, but are not limited to, the fol- shall be maintained. I lowing: I 3205.2 Ignition sources. Clearance from ignition sources Fluoroplastics (PCTFE, polychlorotrifluoroethylene; shall be provided in accordance with Section 305. PTFE, polytetrafluoroethylene) I Melamine (melamine formaldehyde) 3205.3 Smoking. Smoking shall be prohibited. Approved Phenol "No Smoking" signs shall be conspicuously posted in accor- PVC (polyvinyl chloride, rigid or plasticized less than 5 dance with Section 310. I percent, e.g., pipe, pipe fittings) 3205.4 Aisle maintenance. When restocking is not being PVDC (polyvinylidene chloride) conducted, aisles shall be kept clear of storage, waste mate- PVDF (polyvinylidene fluoride) rial and debris. Fire department access doors, aisles and eit PVF (polyvinyl fluoride) doors shall not be obstructed. During restocking operations Urea (urea formaldehyde) using manual stocking methods, a minimum unobstructd 3203.7.4 Limited quantities of Group A plastics in aisle width of 24 inches (610 mm) shall be maintained in 48- mixed commodities. Figure 3203.7.4 shall be used to inch (1219 mm) or smaller aisles, and a minimum unob- determine the quantity of Group A plastics allowed to be structed aisle width of one-half of the required aisle width stored in a package or carton or on a pallet without shall be maintained in aisles greater than 48 inches (1219 increasing the commodity classification. mm). During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches (1] 18 mm) shall be maintained in accordance with Section 3206.9. SECTION 3204 3205.5 Pile dimension and height limitations. Pile dimen- DESIGNATION OF HIGH-PILED STORAGE AREAS sions and height limitations shall comply with Sectkn 3204.1 General. High-piled storage areas, and portions of 3207.3. high-piled storage areas intended for storage of a different 3205.6 Designation of storage heights. Where required by commodity class than adjacent areas, shall be designed and the fire code official, a visual method of indicating the maxi- specifically designated to contain Class 1, Class 11, Class lh mum allowable storage height shall be provided. I Class IV or high-hazard commodities. The designation of a I high-piled combustible storage area, or portion thereof 3205. A 7 Arrays. Arrays sa 4 2 i h i Section 307.. l shall h comply with I intended for storage of a different commodity class, shall be 3205.8 Flue spaces. Flue spaces shall comply with Section based on the highest hazard commodity class stored except as 3208.3. I provided in Section 3204.2. I 3204.2 Designation based on engineering analysis. The SECTION 3206 I designation of a high-piled combustible storage area, or por- GENERAL FIRE PROTECTION I tion thereof, is allowed to be based on a lower hazard class AND LIFE SAFETY FEATURES I than that of the highest class of commodity stored when a limited quantity of the higher hazard commodity has been 3206.1 General. Fire protection and life safety features for demonstrated by engineering analysis to be adequately pro- high-piled storage areas shall be in accordance with Sections tected by the automatic sprinkler system provided. The 3206.2 through 3206.10. I engineering analysis shall consider the ability of the sprin- 3206.2 Extent and type of protection. Where required by kler system to deliver the higher density required by the Table 3206.2, fire detection systems, smoke and heat removal higher hazard commodity. The higher density shall be based and automatic sprinkler design densities shall extend tte on the actual storage height of the pile or rack and the mini- lesser of 15 feet (4572 mm) beyond the high-piled storage mum allowable design area for sprinkler operation as set area or to a permanent partition. Where portions of high-piled forth in the density/area figures provided in NFPA 13. The storage areas have different fire protection requirements contiguous area occupied by the higher hazard commodity because of commodity, method of storage or storage height, shall not exceed 120 square feet (11 m2) and additional the fire protection features required by Table 3206.2 within areas of higher hazard commodity shall be separated from this area shall be based on the most restrictive design require- other such areas by 25 feet (7620 mm) or more. The sprin- ments. kler system shall be capable of delivering the higher density over a minimum area of 900 square feet (84 m2) for wet pipe 3206.3 Separation of high-piled storage areas. High-piled systems and 1,200 square feet (111 m2) for dry pipe sys- storage areas shall be separated from other portions of the tems. The shape of the design area shall be in accordance building where required by Sections 3206.3.1 through with Section 903. 3206.3.2.2. 2016 CALIFORNIA FIRE CODE 373 o Copyright 92016 CA BSC. ALL RIGHTS RESERVED. Accessed by Elite Kbosbruckner on Dec 19.2016 654r30 AM pursuant to License Agreement with CA BSC. No further I III11AI1] ii 1111J L[I reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. ATTACHMENT #5 GENERAL FIRE PROTECTION & LIFE SAFETY REQUIREMENTS HIGH-PILED COMBUSTIBLE STORAGE TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS ALL STORAGE AREAS SOLID-PILED STORAGE, SHELF SIZE OF HIGH-PILED (See Sections 3206, 3207 and 3208)b (see Section 3207.3) _____________ ___________ ___________ STORAGE AND PALLETIZED STORAGE COMMODITY CLASS STORAGE AREA' (square feet) Automatic fire- Fire detection Building Smoke and Maximum (see Sections 3206.2 and 3206 .4) extinguishing system system access heat removal Maximum pile dimension' permissible storage Maximum pile volume (see Section (see Section 3206.5) (see Section 3206.6) (see Section 3206.7) (feet) height'1 (cubic feet) 3206.4) (feet) - 0-300 Not Not Not Not Not Not Not Required' Required Required' Required Required Required Required 501-2,500 Not Required' Yes Not Required' Not 100 Required 40 100,000 2,501-12,000 Yes Not Not Not 100 40 400,000 Public accessible Required Required' Required 2,501-12,000 Not Not Not Nonpublic accessible Yes Required Required' Required 100 40 400,000 (Option 1) '-lv 2,501-12,000 Not Nonpublic accessible Required' Yes Yes Yd 100 30' 200,000 (Option 2) ___________ 12,001-20,000 Yes Not Required Yes Yes 100 40 400,000 20,001-500,000 Yes Not Required Yes Yes 100 40 400,000 Greater than 500,000 Yes Not Yes Required YcsJ 100 40 400,000 0-500 Not Not Not Not 50 Not Not Required' Required Required' Required Required Required 501-2,500 Yes Not Not Not 50 30 75,000 Public accessible Required Required' Required 501-2,500 Not Not Not Nonpublic accessible Yes Required Required' Required 50 30 75,000 High (Option 1) hazard 501-2,500 Not Nonpublic accessible Required' Yes Yes Yes' 50,000 50 20 (Option 2) 2,501-300,000 Yes Not Yes Required Yesi 50 30 75,000 300,001-500,000 F Yes Not Required Yes Yes' 50 30 75,000 For SI: I foot = 304.8 mm, I cubic foot = 0.02832 m3, I square foot = 0.0929 m2. Where automatic sprinklers are required for reasons other than those in Chapter 32, the portion of the sprinkler system protecting the high-piled storage area shall be designed and installed in accordance with Sections 3207 and 3208. For aisles, see Section 3206.9. Piles shall be separated by aisles complying with Section 3206.9. For storage in excess of the height indicated, special fire protection shall be provided in accordance with Note g where required by the fire code official. See Chapters 51 and 57 for special limitations for aerosols and flammable and combustible liquids, respectively. Section 503 shall apply for fire apparatus access. For storage exceeding 30 feet in height, Option I shall be used. Special fire protection provisions including, but not limited to, fire protection of exposed steel columns; increased sprinkler density; additional in-rack sprinklers, without associated reductions in ceiling sprinkler density; or additional fire department hose connections shall be provided when required by the fire code official. High-piled storage areas shall not exceed 500,000 square feet. A 2-hour fire wall constructed in accordance with Section 706 of the California Building Code shall be used to divide high-piled storage exceeding 500,000 square feet in area. Not required where an automatic fire-extinguishing system is designed and installed to protect the high-piled storage area in accordance with Sections 3207 and 3208. Not required where storage areas with an exit access travel distance of 250 feel (76 200 nI,n or less are protected by either early suppression fast response (ESFR) sprinkler systems or control mode special application sprinklers with a response time index of 50 (m . s)112 or less that are listed to control a fire in the stored commodities with 12 or fewer sprinklers, installed in accordance with Section 903.3.1.!. 374 2016 CALIFORNIA FIRE CODE Copyright 0 solo CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Kl,usbruckner on Dec 19. 2016 6:54:30 AM pursuant to License Agreement with CA BSC. No further ii 1i1jI 1W 1W reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. ATTACHMENT #6A AUTOMATIC FIRE SPRINKLER SYSTEM REQUIREMENTS RACK STORAGE Copyright 2015 National Fire Protection Association (NFPA). Ucensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated iser ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact Iicenaing@nfpa.org. I DEFINITIONS 3.9.2.1.2* Open Array. A storage arrangement where air movement through the pile is enhanced because of vertical flues larger than 6 in. (150 mm). 3.9.2.2 Bin Box Storage. Storage in five-sided wood, metal, or cardboard boxes with open face on the aisles in which boxes are self-supporting or supported by a structure so designed that little or no horizontal or vertical space exists around boxes. 39.23 Palletized Storage. Storage of commodities on pal- lets or other storage aids that form horizontal spaces be- tween tiers of storage. 3.9.2.4* Pile Stability, Stable Piles. Those arrays where col- lapse, spillage of content, or leaning of stacks across flue spaces is not likely to occur soon after initial fire develop- ment. 3.9.2.5* Pile Stability, Unstable Piles. Those arrays where collapse, spillage of contents, or leaning of stacks across flue spaces occurs soon after initial fire development. 3.9.2.6* Shelf Storage. Storage on structures up to and in- cluding 30 in. (750 mm) deep and separated by aisles at least 30 in. (750 mm) wide. 3.9.2.6.1* Bach-to-Back Shelf Storage. Two solid or perfo- rated shelves up to 30 in. (750 mm) in depth each, not exceeding a total depth of 60 in. (1.5 m), separated by a longitudinal vertical barrier such as plywood, particle- board, sheet metal, or equivalent, with a maximum 0.25 in. (6 mm) diameter penetrations and no longitudinal flue space and a maximum storage height of 15 ft (4.6 m). 3.9.2.7 Solid-Piled Storage. Storage of commodities stacked on each other. 3.9.2.8 Solid Unit Load of Unexpanded Plastic (Either Car- toned or Exposed). A load that does not have voids (air) within the load and that burns only on the exterior of the load; water from sprinklers might reach most surfaces avail- able to burn. 3.9.3 Rack Storage. 3.9.3.1* Aisle Width. The horizontal dimension between the face of the loads in racks under consideration. 3.9.3.2 Automotive components on Portable Racks. Instru- ment panels, windshields, metal and plastic gasoline tanks, heater housings, door panels, interior trim, bumper facia, wiring harnesses, sheet metal, body components, engines, driveline components, steering mechanisms, auxiliary mo- tors, and lighting - all with or without expanded Group A plastic dunnage. This definition does not include the stor- age of air bags, tires, and seats on portable racks. 3.9.3.3 Bulkhead. Avertical barrier across the rack. 3934* Face Sprinklers. Standard sprinklers that are lo- cated in transverse flue spaces along the aisle or in the rack, are within 18 in. (450 mm) of the aisle face of storage, and are used to oppose vertical development of fire on the ex- ternal face of storage. 3.9.3.5 HorizontalBarricr. Asolid barrier in the horizontal position covering the entire rack, including all flue spaces at certain height increments, to prevent vertical fire spread. 3.9.3.6* Longitudinal flue Space. The space between row's of storage perpendicular to the direction of loading with It width not exceeding 24 in. (600 mm) between storage. 3.9.3.1* Rack. Any combination of vertical, horizontal, and diagonal members that supports stored materials. [1, 2015] 3.9.3.7.1 Double-Row Racks. Racks less than or equal to 12 ft (300 mm) in depth or single-row racks placed back tc back having an aggregate depth up to 12 ft (300 min), with aisles having an aisle width of at least 3.5 ft (1.1 m) between loads on racks. 3.9.3.7.2 Movable Racks. Racks on fixed rails or guides that can be moved back and forth only in a horizontal, two-dimensional plane. A moving aisle is created as abut ting racks are either loaded or unloaded, then moved across the aisle to abut other racks. 3.9.3.7.3 Multiple-Row Racks. Racks greater than 12 ft (300 mm) in depth or single- or double-row racks sepa rated by aisles less than 3.5 ft (1.1 m) wide having an overall width greater than 12 ft (300 mm). 3.9.3.7.4 Open Rack. Racks without shelving or with shelv- ing in racks that are fixed in place with shelves having a solid surface and a shelf area equal to or less than 20 0 (1.9 m°) or with shelves having a wire mesh, slatted surface, or other material with openings representing at least 50 percent of the shelf area including the horizontal area of rack members and where the flue spaces are maintained 3.9.3.7.5 Portable Racks. Racks that are not fixed in place and can be arranged in any number of configurations. 3.9.3.7.6 Rack Shelf Area. The area of the horizontal sur- face of a shelf in a rack defined by perimeter aisle(s) or nominal 6 in. (150 mm) flue spaces on all four sides, or by the placement of loads that block openings that would oth- erwise serve as the required flue spaces. I 3.9.I7.7* Single-Row Racks. Racks that have no longitudi- nal flue space and that have a depth up to 6 ft (1.8 in with aisles having a width of at least 3.5 ft (1.1 m) between loads on racks. I 3.9.3.7.8 Slatted Shelf Rack. A rack where shelves are fixed in place with a series of narrow individual solid supports used as the shelf material and spaced apart with regula openings. I 3.9.3.7.9 Solid Shelf Rack. A rack that is not defined as an open rack where shelves are fixed in place with a solid slatted, or wire mesh barrier used as the shelf material and having limited openings in the shelf area. 3.9.3.8* Solid Shelving. Shelving that is fixed in place, slat- ted, wire mesh, or other type of shelves located within racks. The area of a solid shelf is defined by perimeter aish or flue space on all four sides or by the placement of load that block openings that would otherwise serve as the re quired flue spaces. Solid shelves having an area equal to or, less than 20 ft2 (1.9 m2) are defined as open racks. Shelves of wire mesh, slats, or other materials more than 50 percent open and where the flue spaces are maintained are defined as open racks. I 3.9.3.9 Transverse Flue Space. The space between rows of storage parallel to the direction of loading. (See Figure A.3.9.3.6.) 2016 Edition Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact Iicenaing@nfpa.org. 13-54 INSTALLATION OF SPRINKLER SYSTEMS 8.5.4.1.3 For ceilings that have insulation installed directly against underside of the ceiling or roof structure, the deflec- tor distance shall be measured from the bottom of the insula- tion and shall be in accordance with 8.5.4.1.3.1 or 8.5.4.1.3.2. 8.5.4.1.3.1 For insulation that is installed directly against the ceiling or roof structure and is installed flat and parallel to the ceiling or roof structure, the deflector distance shall be mea- sured to the underside of the insulation. 8.5.4.1.3.2 For insulation that is installed in a manner that causes it to deflect or sag down from the ceiling or roof struc- ture, the deflector distance shall be measured as half of the distance of the deflection from the insulation high point to the insulation low point. If the deflection or sag in the insulation exceeds 6 in. (150 mm), the deflector distance shall be measured to the high point of the insulation. The deflector shall not be positioned above the low point of the insulation. 8.5.4.1.4* Heat collectors shall not be used as a means to assist the activation of a sprinkler. 8.5.4.2 Deflector Orientation. Deflectors of sprinklers shall be aligned parallel to ceilings, roofs, or the incline of stairs. 8.5.5 Obstructions to Sprinkler Discharge. 8.5.5.1* Performance Objective. Sprinklers shall be located so as to minimize obstructions to discharge as defined in 8.5.5.2 and 8.5.5.3, or additional sprinklers shall be provided to en- sure adequate coverage of the hazard. 'See Figure A. 8.5.5.1.) 8.5.5.2* Obstructions to Sprinkler Discharge Pattern Develop- ment. 8.5.5.2.1 Continuous or noncontinuous obstructions less than or equal to 18 in. (450 mm) below the sprinkler deflector that prevent the pattern from fully developing shall comply with 8.5.5.2. 8.5.5.2.2 Sprinklers shall be positioned in accordance with the minimum distances and special requirements of Sec- tion 8.6 through Section 8.12 so that they are located suffi- ciently away from obstructions such as truss webs and chords, pipes, columns, and fixtures. 8.5.5.3* Obstructions that Prevent Sprinkler Discharge from Reaching Hazard. Continuous or noncontinuous obstructions that interrupt the water discharge in a horizontal plane more than 18 in. (450 mm) below the sprinkler deflector in a man- ner to limit the distribution from reaching the protected haz- ard shall comply with 8.5.5.3. 8.5.5.3.1* Sprinklers shall be installed under fixed obstruc- tions over 4 ft (1.2 m) in width. 8.5.5.3.1.1 Sprinklers shall be located below the obstruction and not more than 3 in. (75 mm) from the outside edge of the obstruction. 8.5.5.3.1.2 Where sprinklers are located adjacent to the ob- struction, they shall be of the intermediate level rack type. 8.5.5.3.1.3 The deflector of automatic sprinklers installed un- der fixed obstructions shall be positioned no more than 12 in. (300 mm) below the bottom of the obstruction. 8.5.5.3.1.4 Sprinklers shall not be required under noncom- bustible obstructions over 4 ft (1.2 m) wide where the bottom of the obstruction is 24 in. (600 mm) or less above the floor or deck. 8.5.5.3.2 Sprinklers shall not be required under obstructions that are not fixed in place, such as conference tables. 8.5.5.3.3 Sprinklers installed under obstructions shall be of the same type (spray, CMSA, ESFR, residential) as installed at the ceiling except as permitted by 8.5.5.3.3.1. 8.5.5.3.3.1 Spray sprinklers shall be permitted to be utilized under overhead doors. 8.5.5.3.4* Sprinklers installed under open gratings shall be of the intermediate level/rack storage type or otherwise shielded from the discharge of overhead sprinklers. 8.5.5.4 Closets. In all closets and compartments, including those closets housing mechanical equipment, that are not larger than 400 ft5 (11.3 mtt) in size, a single sprinkler at the highest ceiling level shall be sufficient without regard to ob- structions or minimum distance to the wall. 8.5.6 Clearance from Deflector to Storage. 8.5.6.1* Unless the requirements of 8.5.6.2, 8.5.6.3, 8.5.6.4, or 8.5.6.5 are met, the clearance between the deflector and the top of storage or contents of the room shall be 18 in. (450 mm) or greater. 8.5.6.2 Where other standards specify greater clearance to storage minimums, they shall be followed. 8.5.6.3 A minimum clearance to storage of 36 in. (900 mm) shall be permitted for special sprinklers. 8.5.6.4 A minimum clearance to storage of less than 18 in. (450 mm) between the top of storage and ceiling sprinkler deflectors shall be permitted where proven by successful large- scale fire tests for the particular hazard. 8.5.6.5 The clearance from the top of storage to sprinkler deflectors shall be not less than 36 in. (900 mm) where rubber tires are stored. 8.5.7 Skylights. 8.5.7.1 Sprinklers shall be permitted to be omitted from sky- lights not exceeding 32 ft2 (3.0 m2) in area, regardless of haz- ard classification, that are separated by at least 10 ft (3.0 m) horizontally from any other unprotected skylight or unpro- tected ceiling pocket. 8.5.7.1.1 When a sprinkler is installed directly beneath a sky- light not exceeding 32 ft (3.0 m2), the distance to the ceiling shall be measured to the plane of the ceiling as if the skylight was not present. 8.5.7.2 Skylights not exceeding 32 0 (3.0 m2) shall be per- mitted to have a plastic cover. 8.6 Standard Pendent and Upright Spray Sprinklers. 8.6.1 General. All requirements of Section 8.5 shall apply to standard pendent and upright spray sprinklers except as modified in Section 8.6. 8.6.2 Protection Areas per Sprinkler (Standard Pendent and Upright Spray Sprinklers). 8.6.2.1 Determination of Protection Area of Coverage. 8.6.2.1.1 Except as permitted by 8.6.2.1.2, the protection area of coverage per sprinkler (Ac) shall be determined in accordance with 8.5.2.1. 2016 Edition Copyright 2015 National Fire Protection Association (NEPA). licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated KIAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact Iicensing@nfpa.org. 13-56 INSTALLATION OF SPRINKLER SYSTEMS ELLEY Table 8.6.2.2.1(b) Protection Areas and Maximum Spacing of Standard Pendent and Upright Spray Sprinklers for Ordinary Hazard Maximum Protection Area Spacing Construction System Type Type ft2 m2 ft m All All 130 12.1 15 4.6 Table 8.6.2.2.1(c) Protection Areas and Maximum Spacing of Standard Pendent and Upright Spray Sprinklers for Extra Hazard Maximum Protection Area Spacing Construction System Type Type ft2 m2 ft m All Pipe 90 8.4 12* 37* schedule All Hydraulically 100 9.3 12" 37* calculated with density 20.25 All Hydraulically 130 12.1 15 4.6 calculated with density <0.25 *In buildings where solid structural members create bays up to 25 ft (7.6 In) wide, maximum spacing between sprinklers is permitted up to 12ft6in. (3.8m). Table 8.6.2.2.1(d) Protection Areas and Maximum Spacing of Standard Pendent and Upright Spray Sprinklers for High-Piled Storage Maximum Protection Area Spacing Construction System Type Type ft2 m2 ft m All Hydraulically 100 9.3 12* 37* calculated with density 2!0.25 All Hydraulically 130 12.1 15 4.6 calculated with density <0.25 *In buildings where solid structural members create bays up to 25 ft (7.6 m) wide, maximum spacing between sprinklers is permitted up to 12ft6in. (3.8m). 8.6.3.2 Maximum Distance from Walls. 8.6.3.2.1 The distance from sprinklers to walls shall not ex- ceed one-half of the allowable distance between sprinklers as indicated in Table 8.6.2.2.1(a) through Table 8.6.2.2.1(d). 8.6.3.2.2 The distance from the wall to the sprinkler shall be measured perpendicular to the wall. 8.6.3.2.3* The requirements of 8.6.3.2.1 shall not apply where walls are angled or irregular, and the maximum horizontal distance between a sprinkler and any point of floor area pro- tected by that sprinkler shall not exceed 0.75 Limes the allow- able distance permitted between sprinklers, provided the maximum perpendicular distance is not exceeded. 8.6.3.2.4* The requirements of 8.6.3.2.1 shall not apply within small rooms as defined in 3.3.22. 8.6.3.2.4.1 Sprinklers shall be permitted to be located not more than 9 ft (2.7 m) from any single wall. 8.6.3.2.4.2 Sprinkler spacing limitations of 8.6.3 and area limitations of Table 8.6.2.2.1 (a) shall not be exceeded. 8.6.3.2.5 Under curved surfaces, the horizontal distance shall be measured at the floor level from the wall, or the intersec- tion of the curved surface and the floor to the nearest sprin- kler shall not be greater than one-half the allowable distance between sprinklers. 8.6.3.3 Minimum Distances from Walls. Sprinklers shall be lo- cated a minimum of 4 in. (100 mm) from a wall. 8.6.3.4 Minimum Distances Between Spriniders. 8.6.3.4.1 Unless the requirements of 8.6.3.4.2, 8.6.3.4.3, or 8.6.3.4.4 are met, sprinklers shall be spaced not less than 6 ft (1.8 m) on center. 8.6.3.4.2 Sprinklers shall be permitted to be placed less than 6 ft (1.8 m) on center where the following conditions are sat- isfied: Baffles shall be arranged to protect the actuating ele- ments. Baffles shall be of solid and rigid material that will stay in place before and during sprinkler operation. Baffles shall be not less than 8 in. (200 mm) long and 6 in. (150 mm) high. The tops of baffles shall extend between 2 in. and 3 in. (50 mm and 75 mm) above the deflectors of upright sprinklers. The bottoms of baffles shall extend downward to a level at least even with the deflectors of pendent sprinklers. 8.6.3.4.3 In-rack sprinklers shall be permitted to be placed less than 6 ft (1.8 m) on center. 8.6.3.4.4 Old-style sprinklers protecting fur storage vaults shall be permitted to be placed less than 6 ft (1.8 m) on center. 8.6.4 Deflector Position (Standard Pendent and Upright Spray Sprinklers). 8.6.4.1 Distance Below Ceilings. 8.6.4.1.1 Unobstructed Construction. 8.6.4.1.1.1 Under unobstructed construction, the distance between the sprinkler deflector and the ceiling shall be a mini- mum of 1 in. (25 mm) and a maximum of 12 in. (300 mm) throughout the area of coverage of the sprinkler. 2016 Edition Copyright 2015 National Fire Protection Association (NFPA). Ucensed, by agreement, for individual use and download on November 14, 201510 KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact Iicensing@nfpa.org. GENERAL REQUIREMENTS FOR STORAGE 13-147 of supplemental, quick-response in-rack sprinklers located di- rectly below the top tier of storage and at every flue space intersection. 12.1.3.4.7 When applying the supplemental in-rack sprinkler option, the ceiling density shall be based upon the given stor- age height with an assumed acceptable clearance to ceiling. 12.1.3.4.8 If in-rack sprinklers are required for the actual storage height with an acceptable clearance to ceiling, in-rack sprinklers shall be installed as indicated by that criteria. 12.1.4 High Volume Low Speed (HVLS) Fans. 12.1.4.1* The installation of HVLS fans in buildings equipped with sprinklers, including ESFR sprinklers, shall comply with the following: The maximum fan diameter shall be 24 ft (7.3 m). The HVLS fan shall be centered approximately between four adjacent sprinklers. The vertical clearance from the HVLS fan to sprinkler deflector shall be a minimum of 3 ft (900 mm). All HVLS fans shall be interlocked to shut down immedi- ately upon receiving a waterfiow signal from the alarm system in accordance with the requirements of NFPA 72. 12.2* Hose Connections. 12.2.1 Small hose connections [11h in. (38 mm)] shall be provided where required by the authority having jurisdiction in accordance with 8.17.5 for first-aid fire-fighting and over- haul operations. 12.2.2 Small hose connections shall not be required for the protection of Class I, II, III, and 1V commodities stored 12 ft (3.7 in) or less in height. 12.3* Adjacent Hazards or Design Methods. For buildings with two or more adjacent hazards or design methods, the following shall apply: Where areas are not physically separated by a barrier or partition capable of delaying heat from a fire in one area from fusing sprinklers in the adjacent area, the required sprinkler protection for the more demanding design basis shall extend 15 ft (4.6 m) beyond its perimeter. The requirements of 12.3(1) shall not apply where the areas are separated by a draft curtain or barrier located above an aisle, horizontally a minimum of 2 ft (600 mm) from the adjacent hazard on each side, or a partition that is capable of delaying heat from a fire in one area from fusing sprinklers in the adjacent area. The requirements of 12.3(1) shall not apply to the exten- sion of more demanding criteria from an upper ceiling level to beneath a lower ceiling level where the difference in height between the ceiling levels is at least 2 ft (600 mm), located above an aisle, horizontally a mini- mum 2 ft (600 mm) from the adjacent hazard on each side. 12.4* Wet Pipe Systems. 12.4.1 Sprinkler systems shall be wet pipe systems. 12.4.2* In areas that are subject to freezing or where special conditions exist, dry pipe systems and preaction systems shall be permitted to protect storage occupancies. 12.5 Dry Pipe and Preaction Systems. For dry pipe systems and preaction systems, the area of sprinkler operation shall be increased by 30 percent without revising the density. 12.6* Storage Applications. 12.6.1 For storage applications with densities of 0.2 gpm/ft2 (8.1 mm/nun) or less, standard-response sprinklers with a K-factor of K-5.6 (80) or larger shall be permitted. 12.6.2 For general storage applications, rack storage, rubber tire storage, roll paper storage, and baled cotton storage being protected with upright and pendent spray sprinklers with re- quired densities of greater than 0.2 gpm/ft2 to 0.34 gpin/ft2 (8.1 mm/min to 13.9 mm/mm), standard-response sprinklers with a nominal K-factor of K-8.0 (115) or larger shall be used. 12.6.3 For general storage applications, rack storage, rubber tire storage, roll paper storage, and baled cotton storage being protected with upright and pendent spray sprinklers with re- quired densities greater than 0.34 gpm/ft2 (13.9 mm/mm), standard-response spray sprinklers with a K-factor of K-11.2 (161) or larger that are listed for storage applications shall be used. 12.6.4* Unless the requirements of 12.6.5 are met, the re- quirements of 12.6.2 and 12.6.3 shall not apply to modifica- tions to existing storage application systems, using sprinklers with K-factors of K-8.0 (115) or less. 12.6.5 Where applying the requirements of Figure 17.2.1.2.1(b) and Figure 17.2.1.2.1(c) utilizing the design criteria of 0.6 gpm/ft2 per 2000 ft? (24.4 mm/min per 186 in 2) to existing storage applications, the requirements of 12.6.3 shall apply. 12.6.6 The use of quick-response spray sprinklers for storage applications shall be permitted when listed for such use. 12.6.7 CMSA and ESFR sprinklers shall be permitted to pro- tect storage of Class! through Class 1V commodities, Group A plastic commodities, miscellaneous storage, and other storage as specified in Chapter 12 through Chapter 20 or by other NFPA standards. 12.67.1 ESFR sprinklers designed to meet any criteria in Chapter 12 or Chapter 14 through Chapter 20 shall be permit- ted to protect any of the following: Light hazard occupancies Ordinary hazard occupancies Any storage arrangement in Chapter 13 referencing OH1, 0H2, EH1, and EH2 design criteria 12.6.7.2 Quick-response CMSA sprinklers designed to meet any criteria in Chapter 12 or Chapter 14 through Chapter 20 shall be permitted to protect any of the following: Light hazard occupancies Ordinary hazard occupancies Any storage arrangement in Chapter 13 referencing OH1, 0H2, EH1, and EH2 design criteria 12.6.7.3 Standard-response CMSA sprinklers designed to meet any criteria in Chapter 12 or Chapter 14 through Chap- ter 20 shall be permitted to protect any of the following: Ordinary hazard occupancies Any storage arrangement in Chapter 13 referencing OH1, 0H2, EH1, and EH2 design criteria 12.6.8 The design figures indicate water demands for ordinary- temperature-rated and nominal high-temperature-rated sprin- klers at the ceiling. 2016 Edition Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSORUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact Iicensing@nfpa.org. 13-148 INSTALLATION OF SPRINKLER SYSTEMS 12.6.8.1 The ordinary-temperature design densities corre- spond to ordinary-temperature-rated sprinklers and shall be used for sprinklers with ordinary- and intermediate- temperature classification. 12.6.8.2 The high-temperature design densities correspond to high-temperature-rated sprinklers and shall be used for sprinklers having a high-temperature rating. 12.6.9 Ordinary- and intermediate-temperature sprinklers with K-factors of K-11.2 (161) or larger, where listed for storage, shall be permitted to use the densities for high- temperature sprinklers. 12.7 Discharge Considerations. 12.7.1 The water supply for sprinklers only shall be deter- mined either from the density/area requirements of Chap- ter 12 through Chapter 20 or shall be based upon the room design method in accordance with Section 12.10, at the discre- tion of the designer. 12.7.2* Systems with Multiple Hazard Classifications. For sys- tems with multiple hazard classifications, the hose stream al- lowance and water supply duration shall be in accordance with Section 12.8 as well as one of the following: The water supply requirements for the highest hazard classification within the system shall be used. The water supply requirements for each individual hazard classification shall be used in the calculations for the de- sign area for that hazard. *For systems with multiple hazard classifications where the higher classification only lies within single rooms less than or equal to 400 ft2 (37.2 m2) in area with no such rooms adjacent, the water supply requirements for the principal occupancy shall be used for the remainder of the system. 12.7.3 The calculations shall satisfy any single point on ap- propriate density/area curves. 12.7.4 The minimum water supply requirements shall be de- termined by adding the hose stream allowance from Sec- tion 12.8 to the water supply for sprinklers as determined by Chapter 12 through Chapter 20. 12.75 The minimum water supply requirements determined from 12.7.4 shall be available for the minimum duration speci- fied in Section 12.8. 12.7.6 Total system water supply requirements shall be deter- mined in accordance with the hydraulic calculation proce- dures of Chapter 23. 12.7.6.1 When using the density/area method, the design area shall meet the requirements of 23.4.4.2.1. 12.7.6.2 When using CMSA, the design area shall meet, the requirements of 23.4.4.3.1. 12.7.6.3 When using ESFR sprinklers, the design area shall consist of the most hydraulically demanding area of 12 sprin- klers, consisting of four sprinklers on each of three branch lines, unless other specific numbers of design sprinklers are required in other sections of this standard. 12.7.7 Multiple Adjustments. 12.7.7.1 Where multiple adjustments to the area of operation are required to be made, these adjustments shall be coin- pounded based on the area of operation originally selected. 12.7.7.2 If the building has unsprinklered combustible con- cealed spaces, the rules of Section 12.9 shall be applied after all other modifications have been made. 12.7.7.3 The minimum design density for any sprinkler sys- tem installed in a storage occupancy shall be not less than 0.15 gpm/ftti (6.1 mm/mm) after all adjustments are made. 12.8 Hose Stream Allowance and Water Supply Duration. 12.8.1* Tanks shall be sized to supply the equipment that they serve. 12.8.2* Pumps shall be sized to supply the equipment that they serve. 12.8.3 Water allowance for outside hose shall be added to the sprinkler requirement at the connection to the city main or a yard hydrant, whichever is closer to the system riser. 12.8.4 Where inside hose connections are planned or are required, the following shall apply: A total water allowance of 50 gpm (190 L/min) for a single hose connection installation shall be added to the sprinkler requirements. A total water allowance of 100 gpm (380 L/min) for a multiple hose connection installation shall be added to the sprinkler requirements. The water allowance shall be added in 50 gpm (190 L/ mm) increments beginning at the most remote hose con- nection, with each increment added at the pressure re- quired by the sprinkler system design at that point. 12.8.5 When hose valves for fire department use are attached to wet pipe sprinkler system risers in accordance with 8.17.5.2, the following shall apply: The water supply shall not be required to be added to standpipe demand as determined from NFPA 14. Where the combined sprinkler system demand and hose stream allowance of Chapter 12 and Chapters 14 through 20 exceeds the requirements of NFPA 14, this higher de- mand shall be used. For partially sprinklered buildings, the sprinkler demand, not including hose stream allowance, as indicated in Chapter 12 and Chapters 14 through 20 shall be added to the requirements given in NFPA 14. 12.8.6 Unless indicated otherwise, the minimum water sup- ply requirements for a hydraulically designed sprinkler system shall be determined by adding the hose stream allowance from Table 12.8.6 to the water demand for sprinklers. 12.9 Unsprinklered Combustible Concealed Spaces. 12.9.1* When using the density/area method or room design method, unless the requirements of 12.9.2 are met for build- ings having unsprinklered combustible concealed spaces as described in 8.15.1.2 and 8.15.6, the minimum area of sprin- kler operation for that portion of the building shall be 3000 ft2 (280m2 ). 12.9.1.1 The design area of 3000 ft? (280 m2) shall be applied only to the sprinkler system or portions of the sprinkler system that are adjacent to the qualifying combustible concealed space. 12.9.1.2 The term adjacent shall apply to any sprinkler system protecting a space above, below, or next to the qualifying con- cealed space except where a barrier with a fire resistance rat- ing at least equivalent to the water supply duration completely separates the concealed space from the sprinklered area. 2016 Edition Copyright 2015 National Fire Protection Assodation (NFPA). Licensed, by agreement, for individual use and download on November 14,2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensing@nfpa.org. GENERAL REQUIREMENTS FOR STORAGE 13-149 Table 12.8.6 1-lose Stream Allowance and Water Supply Duration Number of Ceiling Size of Hose Stream Allowance Water Sprinklers Design Supply Sprinkler in Design Area at Duration Commodity Sprinider Type Spacing Type Area' Ceiling gpm L/min (minutes) Up to 1200 ft2 (110 M2)250 950 60 Over 1200 ft2 (111 m2) up to Control mode 1500 ft2 density/area Standard and NA (140 m2) 500 1900 90 (CMDA) extended-coverage ________________________________________ Over• 1500 ft2 (1tIQrn2 Class I-IV Commodities, Group A plastics, idle wood pallets, idle plastic.pallets and miscellaneous storage Control Mode Specific Application (CMSA) up to 2600 ft2 (240m2) 500 1900 120 Over 2600 ft2 (240m2) 500 1900 150 Standard Up to 12 NA 250 950 60 Over 12 to 15 NA 500 1900 90 Over 15 to 25 NA 500 1900 120 Over 25 NA 500 1900 150 Up to 6 NA 250 950 60 Up to 8t NA 250 950 60 Extended-coverage Over 6 to 8 NA 500 1900 90 Over 8 to 12 NA 500 1900 120 Over 12 NA 500 1900 150 Up to 12 NA 250 950 60 Over 12 to Early Suppression 15 NA 500 1900 90 Fast Response Standard (ESFR) Over 15 to Over 25 NA 500 1900 150 On-floor rubber tire Standard and storage up to 5 ft CMDA & CMSA extended-coverage (1.5 rn) in height Any Any 250 950 120 (continues) 2016 Edition Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14.2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensing@nfpa.org. 13-200 INSTALLATION OF SPRINKLER SYSTEMS 16.3.3.3 ESFR sprinkler systems shall be designed such that the minimum operating pressure is not less than that indi- cated in Table 16.3.3.1 for type of storage, commodity, storage height, and building height involved. 16.3.3.4 The design area shall consist of the most hydrauli- cally demanding area of 12 sprinklers, consisting of four sprin- klers on each of three branch lines. 16.3.3.5 Where required by Table 16.3.3.1, one level of K-8.0 (115) or K-11.2 (160) quick-response, ordinary-temperature in-rack sprinklers shall be installed at the tier level closest to but not exceeding one-half of the maximum storage height. 16.3.3.5.1 In-rack sprinkler hydraulic design criteria shall be the most hydraulically remote eight sprinklers at 60 gpm (230 L/min). 16.3.3.5.2 In-rack sprinklers shall be located at the intersec- tion of the longitudinal and transverse flue space. 16.3.3.5.3 Horizontal spacing shall not be permitted to ex- ceed 5 ft (1.5 m) intervals. 16.3.3.5.4 The minimum of 6 in. (150 mm) vertical clear space shall be maintained between the sprinkler deflectors and the top of a tier of storage. (A) Sprinkler discharge shall not be obstructed by horizontal rack members. 16.3.3.5.5 In-rack sprinklers shall be located at an intersec- tion of transverse and longitudinal flues while not exceeding the maximum spacing rules. 16.3.3.5.6 Where distances between transverse flues exceed the maximum allowable distances, sprinklers shall be installed at the intersection of the transverse and longitudinal flues, and additional sprinklers shall be installed between transverse flues to meet the maximum distance rules. - 16.3.3.5.7 Where no transverse flues exist, in-rack sprinklers shall not exceed the maximum spacing rules. 16.3.3.5.8 In-rack sprinklers shall be a minimum of 3 in. (76 mm) radially from the side of the rack uprights. 16.3.3.5.9 Face sprinklers in such racks shall be located within the rack a minimum of 3 in. (76 mm) from rack up- rights and no more than 18 in. (460 mm) from the aisle face of storage. 16.3.4 Special Design for Rack Storage of Class I Through Class IV Commodities Stored Over 25 ft (7.6 m) in Height. 16.3.4.1 Where high-expansion foam systems are used for storage over 25 ft (7.6 m) high up to and including 35 ft (11 m) high, they shall be used in combination with ceiling sprinklers. 16.3.4.2 The maximum submergence time for the high- expansion foam shall be 5 minutes for Class I, Class II, or Class III commodities and 4 minutes for Class 1V commodities. Chapter 17 Protection of Rack Storage of Plastic and Rubber Commodities 17.1 General. 17.1.1 This chapter shall apply to storage of plastic and rub- ber commodities stored in racks. The requirements of Chap- ter 12 shall apply unless modified by this chapter. (See Sec- lion C9.) 17.1.1.1 This chapter also shall be used to determine protec- tion for commodities that are not entirely Group plastics but contain such quantities and arrangements of Group A plastics that they are deemed more hazardous than Class IV commodi- ties. 17.1.2 Sprinkler Protection Criteria. 17.1.2.1* Plastic commodities shall be protected in accor- dance with Figure 17.1.2.1. (See Section C.21.) Plastics I I Group Group B Group C Protect as Protect as Class IV Class Ill Cartoned Exposed Free flowing Protect using Protect as Chapter 17 Class IV Nonexpanded Expanded Protect using only the Protect using only the portions of Chapter 17 portions of Chapter 17 applicable to exposed applicable to exposed nonexpanded plastics expanded plastics FIGURE 17.1.2.1 Decision Tree. 17.1.2.2 The design criteria of Chapter 17 for single- and double-row rack storage of Group A plastic commodities shall be applicable where aisles are 3.5 ft (1.1 m) or greater in width. 17.1.2.3 Storage with aisles less than 3.5 ft (1.1 m) shall be protected as multiple-row rack storage. 17.1.2.4 Group B plastics and free-flowing Group A plastics shall be protected the same as Class 1V commodities. 17.1.2.5 Group C plastics shall be protected the same as Class Ill commodities. 17.1.2.6 Sprinkler protection criteria for the storage of Group A plastic commodities on racks shall be in accordance with Section 17.2 for storage up to 25 ft (7.6 m) and Sec- tion 17.3 for storage over 25 ft (7.6 m). 17.1.2.7* Protection criteria for Group A plastics shall be per- mitted for the protection of the same storage height and con- figuration of Class I, II, III, and 1V commodities. 17.1.2.8* The ceiling design criteria for single-, double-, and multiple-row racks in Chapter 17 shall be based on open rack configurations as defined in 3.9.3.7.4. 17.1.2.9 Alternative Protection. The protection of Group A plastic commodities requiring a greater level of protection than is available from the overhead sprinkler system shall be permitted to be protected in accordance with 17.1.2.9.1 through 17.1.2.9.7. 17.1.2.9.1 Where the storage rack will not be solely dedicated to the storage of commodities requiring a greater level of pro- tection than is available from the overhead sprinkler system, either of the following shall apply: 2016 Edition Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14. 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact Iicensing@nfpa.org. 13-204 INSTALLATION OF SPRINKLER SYSTEMS 17.2.1.4 Exposed unexpanded Group A plastics protected with control mode density/area sprinklers shall be protected in accordance with one of the following: shelf racks, in-rack sprinklers shall be provided in accordance with 17.1.5, and ceiling sprinkler protection shall be provided in accordance with Chapter 13. 17.2.1.2 Ceiling Sprinkler Water Demand. See Section C.22. (1) 17.2.1.2.1 For Group A plastic commodities in cartons, en- capsulated or nonencapsulated in single-, double-, and multiple-row racks and with a clearance to ceiling up to and including 10 ft. (3.1 m), ceiling sprinkler water demand in (2) terms of density [gpm/ft2 (mm/mm)] and area of operation [ft2 (m2)] shall be selected from Figure 17.2.1.2.1(a) through Figure 17.2.1.2.1(f). 17.2.1.2.2 Linear interpolation of design densities and areas of application shall be permitted between storage heights with (3) the same clearance to ceiling. 17.2.1.2.3 No interpolation between clearance to ceiling shall be permitted. 17.2.1.2.4* An option shall be selected from the appropriate Figure 17.2.1.2.1(a) through Figure 17.2.1.2.1(f) given the (4) storage height and clearance being protected. The density/ area criteria at the top of each option shall be applied to the ceiling sprinklers and the in-rack sprinklers shown in the op- tion (if any) shall be provided. Options that do not show multiple-row racks in the figures shall not be permitted to pro- tect multiple-row rack storage. Notes in each figure shall be permitted to clarify options or to present additional options not shown in the figures. 17.2.1.3 For storage of Group A plastics between 5 ft and 12 ft (1.5 m and 3.7 rn) in height, the installation requirements for (6) extra hazard systems shall apply. Maximum 10 ft (3.0 m) storage in a maximum 20 ft (6.1 m) high building with ceiling sprinklers designed fora minimum 0.8gpm/f (32.6 mm/mm) density over 2500 ft2 (232 m2) and no in-rack sprinklers required as shown in Figure 17.2.1.4(a) Maximum 10 ft (3.0 m) storage in a maximum 20 ft (6.1 m) high building with ceiling sprinklers designed for a mini- mum 0.45 gpm/fi 2 (18.3 mm/mm) density over 2000 0 (186 m2) and one level of in-rack sprinklers required at alternate transverse flues as shown in Figure 17.2.1.4(b) Maximum 10 ft (3.0 m) storage in a maximum 20 ft (6.1 m) high building with ceiling sprinklers designed for a minimum 0.3 gpm/ft2 (12.2 mm/mm) density over 2000 ft2 (186 m2) and one level of in-rack sprinklers re- quired in every transverse flue as shown in Figure 17.2.1.4(c) Maximum 15 ft (4.6 m) storage in a maximum 25 ft (7.6m) high building with ceiling sprinklers designed fora minimum 0.45 gpm/ft2 (18.3 mm/mm) density over 2000 ft (186 m2) and one level of in-rack sprinklers re- quired at alternate transverse flues as shown in Figure 17.2.1.4(d) Maximum 15 ft (4.6 m) storage in a maximum 25 ft (7.6 m) high building with ceiling sprinklers designed for a mini- mum 0.3 gpm/ft2 (12.2 mm/mm) density over 2000 ft2 (186 m2) and one level of in-rack sprinklers required in every transverse flue as shown in Figure 17.2.1.4(e) Maximum 20 ft (6.1 m) storage in a maximum 25 ft (7.6 m) high building with ceiling sprinklers designed for a Single-, double-, and multiple-row racks 0.30 gpm/ft2 per 2000 ft2 (12.2 mm/min per 186 m2) Single-, double-, and multiple-row racks 0.45 gpm/ft2 per 2000 ft2 (18.3 mm/min per 186 m2) <5 ft (1.5 m) clearance to ceiling 5 ft to 10 ft (1.5 m to 3.0 m) clearance to ceiling IIIIIIIIIIIIII 1111111 I I I I I I I I I EIIIIIIIIIII {IIIIIIIItIIIIIIIIIIIII I I I I I I I I I Ellillill IIIIIIIIIIIIIIIIIII I I I I I I I I I IIIIIIIIIIIII IIIIIIIIIEIIIIIIII] I I I I I I I I I ThEILIAI I I IAI I I I I [I]A[I]L]AI I I LI I I I 1:1 El I I iH I I I I LiL1LHI I I iH I I I I EEI I I IEI I I I I EEI I I IEI I I I I t3 I,If1 lIIII t I1E II,II IIlii Plan View Plan View L1LIIThI I I II I I I I LIILIThI I I II I I I I I I II I I I I E1EiI I I II I I I I Elevation View Elevation View Note: Each square represents a storage cube measuring 4 ft to 5 ft (1.2 m to 1.5 m) on a side. Actual load heights can vary from approximately 18 in. (450 mm) up to 10 ft (3.0 m). Therefore, there could be as few as one load or as many as six or seven loads between in-rack sprinklers that are spaced 10 ft (3.0 m) apart vertically. FIGURE 17.2.1.2.1(a) Storage 5 ft to 10 ft (1.5 m to 3.0 m) in Height with Up to 10 ft (3.0 m) Clearance to Ceiling. 2016 Edition L LILHII L LALIII1 LHL1 El EL Z3 tc Plan View 0 ON MEN NONE MEMO [IIItUI ENO 11. UUI [IIUIU!UUiIUUUUI on ••U L,U No ONE UUUU - - - •. _••_ Plan View Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated KIAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensing@nfpa.org. 13-206 INSTALLATION OF SPRINKLER SYSTEMS Single- and double-row racks Single-, double-, and multiple-row racks Single-, double-, and multiple-row racks 0.60 gpmlft2 per 2000 ft2 0.45 gpm/ft2 per 2000 112 0.30 gpm/ft2 per 2000 ft2 (24.4 mm/min oer 186 m21 (18.3 mm/min oer 186 m21 (12.2 mm/min per 186 m2) <5 It (1.5 m) clearance to ceiling <5 It (1.5 m) clearance to ceiling See Notes I and 2 cs tt (1.5 m) clearance to ceiling See Notes 2 and 3 ELLEY L1L llIIIIIIIH LjI1HE AL1H A O A AAA j_I_II F1 s' HIILI1H_II_IH_I_Ii LIII IS FiIIIIIIH_II_IH E LLE I I_I_VI_I_I_I_IE E_I_I_lEt_I_I_I_I Elevation View Elevation View Elevation View Notes: Single level of in-rack sprinklers (K-5.6 (80) or K-8.0 (115) operating at 15 psi (1.0 bar) minimum] installed as indicated in the transverse flue spaces. Ceiling-only protection is not permitted for this storage configuration except where K-11.2 or larger spray sprinklers listed for storage use are installed. In-rack sprinklers are not required, provided the ceiling sprinkler discharge criterion is increased 100.6 gpm/ft2 (24 mm/mm) over 2000 ft2 (186 m2). Single level of in-rack sprinklers [K-8.0 (115) operating at 15 psi (1.0 bar) minimum or K-5.6 (80) operating at 30 psi (2.1 bar) minimum] installed on 4 ft to 5 ft (1.2 m to 1.5 m) spacings located, as indicated, in the longitudinal flue space at the intersection of every transverse flue space. Each square represents a storage cube measuring 4 ft to 5 ft (1.2 m to 1.5 m) on a side. Actual load heights can vary from approximately 18 in. (450 mm) up to 10 It (3.0 m). Therefore, there could be as few as one load or as many as six or seven loads between in-rack sprinklers that are spaced 10 ft (3.0 m) apart vertically. FIGURE 17.2.12.1(c) Storage 20 ft (6.1 m) in Height with <5 ft (1.5 m) Clearance to Ceiling. 2016 Edition ATTACHMENT #6B AUTOMATIC FIRE SPRINKLER SYSTEM REQUIREMENTS SHELF STORAGE Copyright 2015 National Fire Protection Association (NEPA). Ucensed, by agreement, for individual use and download on November 14,2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user EUEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact Iicensing@nfpa.org. I DEFINITIONS 13-23 3.9.2.1.2* Open Array. A storage arrangement where air movement through the pile is enhanced because of vertical flues larger than 6 in. (150 mm). 3.9.2.2 Bin Box Storage. Storage in five-sided wood, metal, or cardboard boxes with open face on the aisles in which boxes are self-supporting or supported by a structure so designed that little or no horizontal or vertical space exists around boxes. 3.9.2.3 Palletized Storage. Storage of commodities on pal- lets or other storage aids that form horizontal spaces be- tween tiers of storage. 3.9.2.4* Pile Stability, Stable Piles. Those arrays where col- lapse, spillage of content, or leaning of stacks across flue spaces is not likely to occur soon after initial fire develop- ment. 3.9.2.5* Pile Stability, Unstable Piles. Those arrays where collapse, spillage of contents, or leaning of stacks across flue spaces occurs soon after initial fire development. 3.9.2.6* Shelf Storage. Storage on structures up to and in- cluding 30 in. (750 mm) deep and separated by aisles at least 30 in. (750 mm) wide. 3.9.2.6.1 Back-to-Bath Shelf Storage. Two solid or perfo- rated shelves up to 30 in. (750 mm) in depth each, not exceeding a total depth of 60 in. (1.5 m), separated by a longitudinal vertical barrier such as plywood, particle- board, sheet metal, or equivalent, with a maximum 0.25 in. (6 mm) diameter penetrations and no longitudinal flue space and a maximum storage height of 15 ft (4.6 m). 3.9.2.7 Solid-Piled Storage. Storage of commodities stacked on each other. 3.9.2.8 Solid Unit Load of Unexpanded Plastic (Either Car- toned or F.xposed). A load that does not have voids (air) within the load and that bums only on the exterior of the load; water from sprinklers might reach most surfaces avail- able to burn. 3.9.3 Rack Storage. 3.9.3.1* Aisle Width. The horizontal dimension between the face of the loads in racks under consideration. 3.9.3.2 Automotive Components on Portable Racks. Instru- ment panels, windshields, metal and plastic gasoline tanks, heater housings, door panels, interior trim, bumper facia, wiring harnesses, sheet metal, body components, engines, driveline components, steering mechanisms, auxiliary mo- tors, and lighting — all with or without expanded Group plastic dunnage. This definition does not include the stor- age of air bags, tires, and seats on portable racks. 3.9.3.3 Bulkhead. A vertical barrier across the rack. 3934* Face Sprinklers. Standard sprinklers that are lo- cated in transverse flue spaces along the aisle or in the rack, are within 18 in. (450 mm) of the aisle face of storage, and are used to oppose vertical development of fire on the ex- ternal face of storage. 3.9.3.5 Horizontal Barrier. A solid barrier in the horizontal position covering the entire rack, including all flue spaces at certain height increments, to prevent vertical fire spread. 3.9.3.6* Longitudinal Rue Space. The space between row of storage perpendicular to the direction of loading with a width not exceeding 24 in. (600 mm) between storage. 3937* Rack. Any combination of vertical, horizontal, and diagonal members that supports stored materials. [1 2015] I 3.9.3.7.1 Double-Row Racks. Racks less than or equal to 12 ft (300 mm) in depth or single-row racks placed back to back having an aggregate depth up to 12 ft (300 mm), with aisles having an aisle width of at least 3.5 ft (1.1 m) between loads on racks. 3.9.3.7.2 Movable Racks. Racks on fixed rails or guides that can be moved back and forth only in a horizontal two-dimensional plane. A moving aisle is created as abuts ting racks are either loaded or unloaded, then moved across the aisle to abut other racks. 3.9.3.7.3 Multiple-Row Racks. Racks greater than 12 ft (300 mm) in depth or single- or double-row racks sepa. rated by aisles less than 3.5 ft (1.1 m) wide having an overall width greater than 12 ft (300 mm). 3.9.3.7.4 Open Rack. Racks without shelving or with shelv ing in racks that are fixed in place with shelves having a solid surface and a shelf area equal to or less than 20 ft (1.9 m2) or with shelves having a wire mesh, slatted surfaced or other material with openings representing at leas 50 percent of the shelf area including the horizontal area of rack members and where the flue spaces are maintained.1 3.9.3.7.5 Portable Racks. Racks that are not fixed in place and can be arranged in any number of configurations. 3.9.3.7.6 Rack Shelf Area. The area of the horizontal sur face of a shelf in a rack defined by perimeter aisle(s) or, nominal 6 in. (150 mm) flue spaces on all four sides, or by the placement of loads that block openings that would oth en%'ise serve as the required flue spaces. 39377* Single-Row Racks. Racks that have no longitudi- nal flue space and that have a depth up to 6 ft (1.8 m) with aisles having a width of at least 3.5 ft (1.1 m) between loads on racks. 3.9.3.7.8 Slatted ShelfRack. A rack where shelves are fixed in place with a series of narrow individual solid supports used as the shelf material and spaced apart with regular openings. 3.9.3.7.9 Solid Shelf Rack. A rack that is not defined as an open rack where shelves are fixed in place with a solid,' slatted, or wire mesh barrier used as the shelf material and! having limited openings in the shelf area. 3.9.3.8* Solid Shelving. Shelving that is fixed in place, slat- ted, wire mesh, or other type of shelves located within racks. The area of a solid shelf is defined by perimeter aisle or flue space on all four sides or by the placement of loads that block openings that would otherwise serve as the re-I quired flue spaces. Solid shelves having an area equal to or less than 20 ft? (1.9 m2) are defined as open racks. Shelves of wire mesh, slats, or other materials more than 50 percentl open and where the flue spaces are maintained are defined as open racks. 3.9.3.9 Transverse Flue Space. The space between rows ofj storage parallel to the direction of loading. (See Figure A.3.9.3.6.) 2016 Edition Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact Iicensing@nfpa.org. 13-54 INSTALLATION OF SPRINKLER SYSTEMS 8.5.4.1.3 For ceilings that have insulation installed directly against underside of the ceiling or roof structure, the deflec- tor distance shall be measured from the bottom of the insula- tion and shall be in accordance with 8.5.4.1.3.1 or 8.5.4.1.3.2. 8.5.4.1.3.1 For insulation that is installed directly against the ceiling or roof structure and is installed flat and parallel to the ceiling or roof structure, the deflector distance shall be mea- sured to the underside of the insulation. 8.5.4.1.3.2 For insulation that is installed in a manner that causes it to deflect or sag down from the ceiling or roof struc- ture, the deflector distance shall be measured as half of the distance of the deflection from the insulation high point to the insulation low point. If the deflection or sag in the insulation exceeds 6 in. (150 mm), the deflector distance shall be measured to the high point of the insulation. The deflector shall not be positioned above the low point of the insulation. 8.5.4.1.4* Heat collectors shall not be used as a means to assist the activation of a sprinkler. 8.5.4.2 Deflector Orientation. Deflectors of sprinklers shall be aligned parallel to ceilings, roofs, or the incline of stairs. 8.5.5 Obstructions to Sprinkler Discharge. 8.5.5.1* Performance Objective. Sprinklers shall be located so as to minimize obstructions to discharge as defined in 8.5.5.2 and 8.5.5.3, or additional sprinklers shall be provided to en- sure adequate coverage of the hazard. (See Figure A. 8.5.5.1.) 8.5.5.2* Obstructions to Sprinkler Discharge Pattern Develop- ment. 8.5.5.2.1 Continuous or noncontinuous obstructions less than or equal to 18 in. (450 mm) below the sprinkler deflector that prevent the pattern from fully developing shall comply with 8.5.5.2. 8.5.5.2.2 Sprinklers shall be positioned in accordance with the minimum distances and special requirements of Sec- tion 8.6 through Section 8.12 so that they are located suffi- ciently away from obstructions such as truss webs and chords, pipes, columns, and fixtures. 8.5.5.3* Obstructions that Prevent Sprinkler Discharge from Reaching Hazard. Continuous or noncontinuous obstructions that interrupt the water discharge in a horizontal plane more than 18 in. (450 mm) below the sprinkler deflector in a man- ner to limit the distribution from reaching the protected haz- ard shall comply with 8.5.5.3. 8.5.5.3.1* Sprinklers shall be installed under fixed obstruc- tions over 4 ft (1.2 m) in width. 8.5.5.3.1.1 Sprinklers shall be located below the obstruction. and not more than 3 in. (75 mm) from the outside edge of the obstruction. 8.5.5.3.1.2 Where sprinklers are located adjacent to the ob- struction, they shall be of the intermediate level rack type. 8.5.5.3.1.3 The deflector of automatic sprinklers installed un- der fixed obstructions shall be positioned no more than 12 in. (300 mm) below the bottom of the obstruction. 8.5.5.3.1.4 Sprinklers shall not be required under noncom- bustible obstructions over 4 ft (1.2 m) wide where the bottom of the obstruction is 24 in. (600 mm) or less above the floor or deck. 8.5.5.3.2 Sprinklers shall not be required under obstructions that are not fixed in place, such as conference tables. 8.5.5.3.3 Sprinklers installed under obstructions shall be of the same type (spray, CMSA, ESFR, residential) as installed at the ceiling except as permitted by 8.5.5.3.3.1. 8.5.5.3.3.1 Spray sprinklers shall be permitted to be utilized under overhead doors. 8.5.5.3.4* Sprinklers installed under open gratings shall be of the intermediate level/rack storage type or otherwise shielded from the discharge of overhead sprinklers. 8.5.5.4 Closets. In all closets and compartments, including those closets housing mechanical equipment, that are not larger than 400 ft3 (11.3 m3) in size, a single sprinkler at the highest ceiling level shall be sufficient without regard to ob- structions or minimum distance to the wall. 8.5.6 Clearance from Deflector to Storage. 8.5.6.1* Unless the requirements of 8.5.6.2, 8.5.6.3, 8.5.6.4, or 8.5.6.5 are met, the clearance between the deflector and the top of storage or contents of the room shall be 18 in. (450 mm) or greater. 8.5.6.2 Where other standards specify greater clearance to storage minimums, they shall be followed. 8.5.6.3 A minimum clearance to storage of 36 in. (900 mm) shall be permitted for special sprinklers. 8.5.6.4 A minimum clearance to storage of less than 18 in. (450 mm) between the top of storage and ceiling sprinkler deflectors shall be permitted where proven by successful large- scale fire tests for the particular hazard. 8.5.6.5 The clearance from the top of storage to sprinkler deflectors shall be not less than 36 in. (900 mm) where rubber tires are stored. 8.5.7 Skylights. 8.5.7.1 Sprinklers shall be permitted to be omitted from sky- lights not exceeding 32 ft2 (3.0 m2) in area, regardless of haz- ard classification, that are separated by at least 10 ft (3.0 m) horizontally from any other unprotected skylight or unpro- tected ceiling pocket. 8.5.7.1.1 When a sprinkler is installed directly beneath a sky- light not exceeding 32 ft? (3.0 m2), the distance to the ceiling shall be measured to the plane of the ceiling as if the skylight was not present. 8.5.7.2 Skylights not exceeding 32 ft2 (3.0 m2) shall be per- mitted to have a plastic cover. 8.6 Standard Pendent and Upright Spray Sprinklers. 8.6.1 General. All requirements of Section 8.5 shall apply to standard pendent and upright spray sprinklers except as modified in Section 8.6. 8.6.2 Protection Areas per Sprinkler (Standard Pendent and Upright Spray Sprinklers). 8.6.2.1 Determination of Protection Area of Coverage. 8.6.2.1.1 Except as permitted by 8.6.2.1.2, the protection area of coverage per sprinkler (As) shall be determined in accordance with 8.5.2.1. 2016 Edition Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensing©nfpa.org. 13-56 INSTALLATION OF SPRINKLER SYSTEMS ELLEY Table 8.6.2.2.1(b) Protection Areas and Maximum Spacing of Standard Pendent and Upright Spray Sprinklers for Ordinary Hazard Maximum Protection Area Spacing Construction System Type Type ft2 m2 ft m All All 130 12.1 15 4.6 Table 8.6.2.2.1(c) Protection Areas and Maximum Spacing of Standard Pendent and Upright Spray Sprinklers for Extra Hazard Maximum Protection Area Spacing Construction System Type Type ft2 m2 ft m All Pipe 90 8.4 12* 37* schedule All Hydraulically 100 9.3 12* 37* calculated with density ~!0.25 All Hydraulically 130 12.1 15 4.6 calculated with density <0.25 *In buildings where solid structural members create bays up to 25 ft (7.6 in) wide, maximum spacing between sprinklers is permitted up to I2ft6in. (3.8m). Table 8.6.2.2.1(d) Protection Areas and Maximum Spacing of Standard Pendent and Upright Spray Sprinklers for High-Piled Storage Construction Type Protection Area System Type ft2 m2 Maximum Spacing ft m All Hydraulically 100 9.3 12* 37* calculated with density ;->0.25 All Hydraulically 130 12.1 15 4.6 calculated with density <0.25 51n buildings where solid structural members create bays up to 25 ft (7.6 in) wide, maximum spacing between sprinklers is permitted up to 12ft6in. (3.8 in). 8.6.3.2 Maximum Distance from Walls. 8.6.3.2.1 The distance from sprinklers to walls shall not ex- ceed one-half of the allowable distance between sprinklers as indicated in Table 8.6.2.2.1(a) through Table 8.6.2.2.1(d). 8.6.3.2.2 The distance from the wall to the sprinkler shall be measured perpendicular to the wall. 8.6.3.2.3* The requirements of 8.6.3.2.1 shall not apply where walls are angled or irregular, and the maximum horizontal distance between a sprinkler and any point of floor area pro- tected by that sprinkler shall not exceed 0.75 times the allow- able distance permitted between sprinklers, provided the maximum perpendicular distance is not exceeded. 8.6.3.2.4* The requirements of 8.6.3.2.1 shall not apply within small rooms as defined in 3.3.22. 8.6.3.2.4.1 Sprinklers shall be permitted to be located not more than 9 ft (2.7 m) from any single wall. 8.6.3.2.4.2 Sprinkler spacing limitations of 8.6.3 and area limitations of Table 8.6.2.2.1 (a) shall not be exceeded. 8.6.3.2.5 Under curved surfaces, the horizontal distance shall be measured at the floor level from the wall, or the intersec- tion of the curved surface and the floor to the nearest sprin- kler shall not be greater than one-half the allowable distance between sprinklers. 8.6.3.3 Minimum Distances from Walls. Sprinklers shall be lo- cated a minimum of 4 in. (100 mm) from a wall. 8.6.3.4 Minimum Distances Between Sprinklers. 8.6.3.4.1 Unless the requirements of 8.6.3.4.2, 8.6.3.4.3, or 8.6.3.4.4 are met, sprinklers shall be spaced not less than 6 ft (1.8 m) on center. 8.6.3.4.2 Sprinklers shall be permitted to be placed less than 6 ft (1.8 m) on center where the following conditions are sat- isfied: Baffles shall be arranged to protect the actuating ele- ments. Baffles shall be of solid and rigid material that will stay in place before and during sprinkler operation. Baffles shall be not less than 8 in. (200 mm) long and 6 in. (150 mm) high. The tops of baffles shall extend between 2 in. and 3 in. (50 mm and 75 mm) above the deflectors of upright sprinklers. The bottoms of baffles shall extend downward to a level at least even with the deflectors of pendent sprinklers. 8.6.3.4.3 In-rack sprinklers shall be permitted to be placed less than 6 ft (1.8 m) on center. 8.6.3.4.4 Old-style sprinklers protecting fur storage vaults shall be permitted to be placed less than 6 ft (1.8 m) on center. 8.6.4 Deflector Position (Standard Pendent and Upright Spray Sprinklers). 8.6.4.1 Distance Below Ceilings. 8.6.4.1.1 Unobstructed Construction. 8.6.4.1.1.1 Under unobstructed construction, the distance between the sprinkler deflector and the ceiling shall be a mini- mum of 1 in. (25 mm) and a maximum of 12 in. (300 mm) throughout the area of coverage of the sprinkler. I 2016 Edition Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14,2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensing@nlpa.org. GENERAL REQUIREMENTS FOR STORAGE 13-147 of supplemental, quick-response in-rack sprinklers located di- rectly below the top tier of storage and at every flue space intersection. 12.1.3.4.7 When applying the supplemental in-rack sprinkler option, the ceiling density shall be based upon the given stor- age height with an assumed acceptable clearance to ceiling. 12.1.3.4.8 If in-rack sprinklers are required for the actual storage height with an acceptable clearance to ceiling, in-rack sprinklers shall be installed as indicated by that criteria. 12.1.4 High Volume Low Speed (HVLS) Fans. 12.1.4.1* The installation of HVLS fans in buildings equipped with sprinklers, including ESFR sprinklers, shall comply with the following: The maximum fan diameter shall be 24 ft (7.3 m). The HVLS fan shall be centered approximately between four adjacent sprinklers. The vertical clearance from the HVLS fan to sprinkler deflector shall be a minimum of 3 ft (900 mm). All HVLS fans shall be interlocked to shut down immedi- ately upon receiving a waterfiow signal from the alarm system in accordance with the requirements of IsJFPA 72. 12.2* Hose Connections. 12.2.1 Small hose connections [1112 in. (38 mm)] shall be provided where required by the authority having jurisdiction in accordance with 8.17.5 for first-aid fire-fighting and over- haul operations. 12.2.2 Small hose connections shall not be required for the protection of Class I, II, III, and IV commodities stored 12 ft (3.7 m) or less in height. 123* Adjacent Hazards or Design Methods. For buildings with two or more adjacent hazards or design methods, the following shall apply: Where areas are not physically separated by a barrier or partition capable of delaying heat from a fire in one area from fusing sprinklers in the adjacent area, the required sprinkler protection for the more demanding design basis shall extend 15 ft (4.6 m) beyond its perimeter. The requirements of 12.3(1) shall not apply where the areas are separated by a draft curtain or barrier located above an aisle, horizontally a minimum of 2 ft (600 mm) from the adjacent hazard on each side, or a partition that is capable of delaying heat from a fire in one area from fusing sprinklers in the adjacent area. The requirements of 12.3(1) shall not apply to the exten- sion of more demanding criteria from an upper ceiling level to beneath a lower ceiling level where the difference in height between the ceiling levels is at least 2 ft (600 mm), located above an aisle, horizontally a mini- mum 2 ft (600 mm) from the adjacent hazard on each side. 12.4* Wet Pipe Systems. 12.4.1 Sprinkler systems shall be wet pipe systems. 12.4.2* In areas that are subject to freezing or where special conditions exist, dry pipe systems and preaction systems shall be permitted to protect storage occupancies. 12.5 Dry Pipe and Preaction Systems. For dry pipe systems and preaction systems, the area of sprinkler operation shall be increased by 30 percent without revising the density. 12.6* Storage Applications. 12.6.1 For storage applications with densities of 0.2 gpm/ft2 (8.1 mm/min) or less, standard-response sprinklers with a K-factor of K-5.6 (80) or larger shall be permitted. 12.6.2 For general storage applications, rack storage, rubber tire storage, roll paper storage, and baled cotton storage being protected with upright and pendent spray sprinklers with re- quired densities of greater than 0.2 gpm/ft2 to 0.34 gpm/ft2 (8.1 min/min to 13.9 mm/mm), standard-response sprinklers with a nominal K-factor of K-8.0 (115) or larger shall be used. 12.6.3 For general storage applications, rack storage, rubber tire storage, roll paper storage, and baled cotton storage being protected with upright and pendent spray sprinklers with re- quired densities greater than 0.34 gpm/ft2 (13.9 mm/mm), standard-response spray sprinklers with a K-factor of K-11.2 (161) or larger that are listed for storage applications shall be used. 12.6.4* Unless the requirements of 12.6.5 are met, the re- quirements of 12.6.2 and 12.6.3 shall not apply to modifica- tions to existing storage application systems, using sprinklers with K-factors of K-8.0 (115) or less. 12.6.5 Where applying the requirements of Figure 17.2.1.2.1(b) and Figure 17.2.1.2.1(c) utilizing the design criteria of 0.6 gpm/fL2 per 2000 ft2 (24.4 mm/min per 186 rn2) to existing storage applications, the requirements of 12.6.3 shall apply. 12.66 The use of quick-response spray sprinklers for storage applications shall be permitted when listed for such use. 12.6.7 CMSA and ESFR sprinklers shall be permitted to pro- tect storage of Class I through Class N commodities, Group A plastic commodities, miscellaneous storage, and other storage as specified in Chapter 12 through Chapter 20 or by other NFPA standards. 12.6.7.1 ESFR sprinklers designed to meet any criteria in Chapter 12 or Chapter 14 through Chapter 20 shall be permit- ted to protect any of the following: Light hazard occupancies Ordinary hazard occupancies Any storage arrangement in Chapter 13 referencing OH1, 0H2, EH1, and EH2 design criteria 12.6.7.2 Quick-response CMSA sprinklers designed to meet any criteria in Chapter 12 or Chapter 14 through Chapter 20 shall be permitted to protect any of the following: Light hazard occupancies Ordinary hazard occupancies Any storage arrangement in Chapter 13 referencing OH1, 0H2, EH1, and EH2 design criteria 12.6.7.3 Standard-response CMSA sprinklers designed to meet any criteria in Chapter 12 or Chapter 14 through Chap- ter 20 shall be permitted to protect any of the following: Ordinary hazard occupancies Any storage arrangement in Chapter 13 referencing OH1, OH2, EH1, and EH2 design criteria 12.6.8 The design figures indicate water demands for ordinary- temperature-rated and nominal high-temperature-rated sprin- klers at the ceiling. 2016 Edition Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact Iicensing@nfpa.org. 13-148 INSTALLATION OF SPRINKLER SYSTEMS 12.6.8.1 The ordinary-temperature design densities corre- spond to ordinary-temperature-rated sprinklers and shall be used for sprinklers with ordinary- and intermediate- temperature classification. 12.6.8.2 The high-temperature design densities correspond to high-temperature-rated sprinklers and shall be used for sprinklers having a high-temperature rating. 12.6.9 Ordinary- and intermediate-temperature sprinklers with K-factors of K-11.2 (161) or larger, where listed for storage, shall be permitted to use the densities for high- temperature sprinklers. 127 Discharge Considerations. 127.1 The water supply for sprinklers only shall be deter- mined either from the density/area requirements of Chap- ter 12 through Chapter 20 or shall be based upon the room design method in accordance with Section 12.10, at the discre- tion of the designer. 12.7.2* Systems with Multiple Hazard Classifications. For sys- tems with multiple hazard classifications, the hose stream al- lowance and water supply duration shall be in accordance with Section 12.8 as well as one of the following: The water supply requirements for the highest hazard classification within the system shall be used. The water supply requirements for each individual hazard classification shall be used in the calculations for the de- sign area for that hazard. (3)*For systems with multiple hazard classifications where the higher classification only lies within single rooms less than or equal to 400 ft2 (37.2 m2) in area with no such rooms adjacent, the water supply requirements for the principal occupancy shall be used for the remainder of the system. 12.7.3 The calculations shall satisfy any single point on ap- propriate density/area curves. 12.7.4 The minimum water supply requirements shall be de- termined by adding the hose stream allowance from Sec- tion 12.8 to the water supply for sprinklers as determined by Chapter 12 through Chapter 20. 12.7.5 The minimum water supply requirements determined from 12.7.4 shall be available for the minimum duration speci- fied in Section 12.8. 12.7.6 Total system water supply requirements shall be deter- mined in accordance with the hydraulic calculation proce- dures of Chapter 23. 12.7.6.1 When using the density/area method, the design area shall meet the requirements of 23.4.4.2.1. 12.7.6.2 When using CMSA, the design area shall meet the requirements of 23.4.4.3.1- 12.7.6.3 When using ESFR sprinklers, the design area shall consist of the most hydraulically demanding area of 12 sprin- klers, consisting of four sprinklers on each of three branch lines, unless other specific numbers of design sprinklers are required in other sections of this standard. 12.7.7 Multiple Adjustments. 1277.1 Where multiple adjustments to the area of operation are required to be made, these adjustments shall be com- pounded based on the area of operation originally selected. 12.7.7.2 If the building has unsprinklered combustible con- cealed spaces, the rules of Section 12.9 shall be applied after all other modifications have been made. 12.7.7.3 The minimum design density for any sprinkler sys- tem installed in a storage occupancy shall be not less than 0.15 gpm/ft? (6.1 mm/min) after all adjustments are made. 12.8 Hose Stream Allowance and Water Supply Duration. 12.8.1* Tanks shall be sized to supply the equipment that they serve. 12.8.2* Pumps shall be sized to supply the equipment that they serve. 12.8.3 Water allowance for outside hose shall be added to the sprinkler requirement at the connection to the city main or a yard hydrant, whichever is closer to the system riser. 12.8.4 Where inside hose connections are planned or are required, the following shall apply: A total water allowance of 50 gpm (190 L/min) for a single hose connection installation shall be added to the sprinkler requirements. A total water allowance of 100 gpm (380 L/min) for a multiple hose connection installation shall be added to the sprinkler requirements. The water allowance shall be added in 50 gpm (190 L/ mm) increments beginning at the most remote hose con- nection, with each increment added at the pressure re- quired by the sprinkler system design at that point. 12.8.5 When hose valves for fire department use are attached to wet pipe sprinkler system risers in accordance with 8.17.5.2, the following shall apply: The water supply shall not be required to be added to standpipe demand as determined from NFPA 14. Where the combined sprinkler system demand and hose stream allowance of Chapter 12 and Chapters 14 through 20 exceeds the requirements of NFPA 14, this higher de- mand shall be used. For partially sprinklered buildings, the sprinkler demand, not including hose stream allowance, as indicated in Chapter 12 and Chapters 14 through 20 shall be added to the requirements given in NFPA 14. 12.8.6 Unless indicated otherwise, the minimum water sup- ply requirements for a hydraulically designed sprinkler system shall be determined by adding the hose stream allowance from Table 12.8.6 to the water demand for sprinklers. 12.9 Unsprinldered Combustible Concealed Spaces. 12.9.1 When using the density/area method or room design method, unless the requirements of 12.9.2 are met for build- ings having unsprinklered combustible concealed spaces as described in 8.15.1.2 and 8.15.6, the minimum area of sprin- kler operation for that portion of the building shall be 3000 ft2 (280m2 ). 12.9.1.1 The design area of 3000 ft2 (280 m2) shall be applied only to the sprinkler system or portions of the sprinkler system that are adjacent to the qualifying combustible concealed space. 12.9.1.2 The term adjacent shall apply to any sprinkler system protecting a space above, below, or next to the qualifying con- cealed space except where a barrier with a fire resistance rat- ing at least equivalent to the water supply duration completely separates the concealed space from the sprinklered area. 2016 Edition Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14.2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensing@nfpa.org. GENERAL REQUIREMENTS FOR STORAGE 13-149 Table 12.8.6 Hose Stream Allowance and Water Supply Duration Number of Ceiling Size of Hose Stream Allowance Water Sprinklers Design Supply Sprinkler in Design Area at Duration Commodity Sprinkler Type Spacing Type Area* Ceiling gpm L/min (minutes) Up to 1200 ft2 (1Orn2) 250 950 60 Over 1200 ft2 (111 M2) up to Control mode 1500 ft2 density/area Standard and (140 m2) 500 1900 90 (CMDA) extended-coverage NA Over 1500112 (139m2) up to 2600 ft2 (240m2) 500 1900 120 Over 2600 ft2 (240m2) 500 1900 150 Class I-1V Standard Up to 12. NA 250 950 60 Commodities, Group A plastics, Over 12 to idle wood pallets, 15 NA 500 90 ________________________________________________________ 1900 idle plastic pallets Over 15 to and miscellaneous 25 NA 500 1900 120 storage Control Mode Over 25 NA 500 1900 150 Specific Application Up to 6 NA 250 950 60 (CMSA) Up to 8j' NA 250 950 60 Extended-coverage Over 6to8 NA 500 1900 90 Over 8 to 12 NA 500 1900 120 Over 12 NA 500 1900 150 Up to 12 NA 250 950 60 Early Suppression 15 NA 500 1900 90 Fast Response . Standard (ESFR) Over 15 to Over 25 NA 500 1900 150 On-floor rubber tire Standard and storage up to 5 ft CMDA & CMSA extended-coverage Any Any 250 950 120 (1.5 in) in height (continues) 2016 Edition Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KIAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensing@nfpa.org. I 13-162 INSTALLATION OF SPRINKLER SYSTEMS Chapter 15 Protection for Palletized, Solid-Piled, Bin Box, Shelf, or Back-to-Back Shelf Storage of Plastic and Rubber Commodities 15.1 General. This chapter shall apply to palletized, solid- piled, bin box, shelf, or back-to-back shelf storage of plastic and rubber commodities. The requirements of Chapter 12 shall apply unless modified by this chapter. 15.1.1* Storage Conditions. The design of the sprinkler sys- tem shall be based on those conditions that routinely or peri- odically exist in a building and create the greatest water de- mand, which include the following: Pile height Clearance to ceiling Pile stability Array 15.2* Control Mode Density/Area Sprinkler Protection Crite- ria for Palletized, Solid-Piled, Bin Box, Shelf, or Back-to-Back Shelf Storage of Plastic and Rubber Commodities. 15.2.1 Storage 5 ft (1.5 m) or Less in Height. For the storage of Group A plastics stored 5 ft (1.5 m) or less in height, the sprinkler design criteria for miscellaneous storage specified in Chapter 13 shall be used. The protection criteria in Chap- ter 13 shall be acceptable for storage of Group A plastic com- modities up to and including 5 ft (1.5 m) in height. (See Table 13.2. ifor specific Group A plastic storage height protection criteria.) 15.2.2* Storage Over 5 ft (1.5 m) in Height. 15.2.2.1 Protection for plastic and rubber commodities shall be in accordance with Section 15.2. The decision tree shown in Figure 15.2.2.1 shall be used to determine the protection in each specific situation, subject to the following limitations: Commodities that are stored palletized, solid piled, or in bin boxes up to 25 ft (7.6 m) in height. Commodities that are stored in shelf storage up to 15 ft (4.6 m) in height. Commodities that are stored using back-to-back shelf stor- age up to 15 ft (4.6 m) in height. The minimum aisle width shall be 60 in. (1.5 m). The design criteria shall be in accordance with Table 15.2.2.1. The back-to-back shelf shall have a full height solid vertical transverse barrier of % in. (10 mm) plywood or particleboard, 22 gauge sheet metal, or equivalent, from face of aisle to face of aisle, spaced at a maximum 45 ft (14 m) interval. The transverse barrier shall be permitted to terminate at the longitudinal barrier. 15.2.2.2* Factors affecting protection requirements such as closed/open array, clearance to ceiling, and stable/unstable piles shall be applicable only to storage of Group A plastics. This decision tree also shall be used to determine protection for commodities that are not wholly Group A plastics but con- tain such quantities and arrangements of the same that they are deemed more hazardous than Class IV commodities. 15.2.2.3 Group B plastics and free-flowing Group A plastics shall be protected in the same manner as a Class IV commod- ity. See Chapter 14 for protection of these storage commodities with spray sprinklers.) 15.2.2.4 Group C plastics shall be protected in the same man- ner as a Class Ill commodity. (See Chapter 14forprotection of these storage commodities with spray sprinklers.) 15.2.2.5* Design areas and densities for the appropriate stor- age configuration shall be selected from Table 15.2.2.5(a) or Table 15.2.2.5(b) as appropriate. 15.2.2.6 The ceiling-only protection criteria specified in Chapter 17 for rack storage of Group A plastic commodities shall be permitted to be used for solid-piled and palletized storage of the same commodity at the same height and clear- ance to ceiling. 15.2.2.7* For Table 15.2.2.5(a) and Table 15.2.2.5(b), the de- sign areas shall be as follows: (1) The area shall be a minimum of 2500 ft2 (232 m2). (2) Where Table 15.2.2.5(a) and Table 15.2.2.5(b) allow den- sities and areas to be selected in accordance with Curve EH1 and Curve EH2 of Figure 13.2.1, any density/area from the curves in Figure 13.2.1 shall be permitted. When selecting a point from the EH1 or EH2 density/area curves of Figure 13.2.1, the following area reductions shall be permitted: For K-8.0 (115) sprinklers used with Curve EH1, the design area shall be permitted to be reduced by 25 percent, but not below 2000 ft2 (186 m2), where high temperature sprinklers are used. For K-11.2 (160) or larger sprinklers, the design area shall be permitted to be reduced by 25 percent, but not below 2000 ft2 (186 m2), regardless of tempera- ture rating. (3) For closed arrays, the area shall be permitted to be re- duced to 2000 ft2 (186 m2). 15.2.2.8* Interpolation of densities between storage heights shall be permitted. Table 15.2.2.1 Back-to-Back Shelf Storage of Cartoned Unexpanded Group A Plastics Storage Height Ceiling Height ft m ft m Protection Over 5 up to 8 1.5/2.4 Up to 14 4.3 Ordinary Hazard Group 2 Up to 12 3.7 Up to 15 4.6 0.45 gpm/ft2 over 2500 ft2 18.3 mm/min/232 m2 Up to 12 3.7 Up to 30 9.1 0.6 gpm/ft.2 over 2500 ft2 24.4 mm/min/232 m2 Up to 15 4.6 Up to 30 9.1 0.7 gpm/ftti over - 2500 ft2 28.5 mm/min/232 m2 2016 Edition Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14,2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact Iicensing@nfpa.org. PROTECTION FOR STORAGE OF PLASTIC AND RUBBER COMMODITIES 13-163 Plastics I I Group (See Note) Group B Group C I Class IV Class Ill F I I Expanded Nonexpanded Free-flowing Class IV I I I I Cartoned Exposed Unstable Stable Table 15.2.6(a) or (b) Column A I I I I I Stable - Unstable Stable Unstable Solid Unit Load Cartoned Exposed Table 15.2.6(a) Table 15.2.6(a) Table 15.2.6(a) Table 15.2.6(a) Table 15.2.6(a) Table 15.2.6(a) Table 15.2.6(a) or (b) Column E or (b) Column D or (b) Column B or (b) Column C or (b) Column A or (b) Column C or (b) Column E Note: Cartons that contain Group A plastic material are permitted to be treated as Class IV commodities under the following conditions: There are multiple layers of corrugation or equivalent outer material that would significantly delay fire involvement of the Group A plastic. The amount and arrangement of Group A plastic material within an ordinary carton would not be expected to significantly increase the fire hazard. FIGURE 15.2.2.1 Decision Tree. Table 15.2.2.5(a) Design Densities for Palletized, Solid-Piled, Bin Box, or Shelf Storage of Group A Plastic Commodities (U.S. Customary Units) Maximum Storage Roof/Ceiling Density (gpm/fttt) Height Height (ft) (ft) A B C D E Up to 15 0.2 EH2 0.3 EH1 EH2 >5 to :512 >15 to 20 0.3 0.6 0.5 EH2 EH2 >20 to 32 0.4 0.8 0.6 0.45 0.7 Up to 20 0.3 0.6 0.5 0.4 0.45 15 >20 to 25 0.4 0.8 0.6 0.45 0.7 >25 to 35 0.45 0.9 0.7 0.55 0.85 Up to 25 0.4 0.8 0.6 0.45 0.7 20 >25 to 30 0.45 0.9 0.7 0.55 0.85 >30 to 35 0.6 1.2 0.85 0.7 1.1 25 Up to 30 >30 to 35 0.45 0.6 0.9 1.2 0.7 0.85 0.55 0.7 0.85 1.1 Notes: (I) Minimum clearance between sprinkler deflector and top of storage shall be maintained as required. (2) Column designations correspond to the configuration of plastics storage as follows: (1) Nonexpanded, unstable (2) Nonexpanded, stable, solid unit load Expanded, exposed, stable (1) Expanded, exposed, unstable (2) Nonexpanded, stable, cartoned Expanded, cartoned, unstable (1) Expanded, cartoned, stable (2) Nonexpanded, stable, exposed (3) EH = Density required by Figure 13.2.1 for curve EH EH2 = Density required by Figure 13.2.1 for Curve EH2 (4) Roof/ceiling height >35 ft is not permitted. 2016 Edition Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KIAUSBRUCKNER AND ASSOCIATES for designated ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact Iicensing@nfpa.org. 13-164 INSTALLATION OF SPRINKLER SYSTEMS Table 15.2.2.5(b) Design Densities for Palletized, Solid-Piled, Bin Box, or Shelf Storage of Group A Plastic Commodities (S.!. Units) Density Maximum Storage (mm/mm) Height Roof/Ceiling Height (m) (m) A B C D E Up to 4.6 8.1 EH2 12.2 EH1 EH2 >1.5 to :53.6 >4.6 to 6.1 12.2 24.4 20.4 EH2 EH2 >6.1 to 9.7 16.3 32.6 24.4 18.3 28.5 Up to 6.1 12.2 24.4 20.4 16.3 18.3 4.6 >6.1 to 7.6 16.3 32.6 24.4 18.3 28.5 >7.6 to 11 18.3 36.7 28.5 22.4 34.6 Up to 7.6 16.3 32.6 24.4 18.3 28.5 6.1 >7.6to9.1 18.3 36.7 28.5 22.4 34.6 >9.1 to 11 24.4 48.9 34.6 28.5 44.8 7.6 Up to 9.1 18.3 36.7 28.5 22.4 34.6 >9.1 to 11 24.4 48.9 34.6 28.5 44.8 Notes: (1) Minimum clearance between sprinkler deflector and top of storage shall be maintained as required. (2) Column designations correspond to the configuration of plastics storage as follows: (1) Nonexpanded. unstable (2) Nonexpanded, stable, solid unit load Expanded, exposed, stable (1) Expanded, exposed, unstable (2) Nonexpanded, stable, cartoned Expanded, cartoned, unstable (1) Expanded, cartoned, stable (2) Nonexpanded, stable, exposed (3) EHI = Density required by Figure 13.2.1 for Curve EH EH2 = Density required by Figure 13.2.1 for Curve EH2 (4) Roof/ceiling height >35 ft is not permitted. 15.2.2.8.1 Densities shall be based on the 2500 ft2 (232 rn2) design area. 15.2.2.8.2 Interpolation of ceiling/roof heights shall not be permitted. 15.2.2.9 For si.orage of Group A plastics between 5 ft (1.5 m) and 12 ft (3.7 m) in height, the installation requirements for extra hazard systems shall apply. 15.3 CMSA Sprinklers for Palletized or Solid-Piled Storage of Group A Plastic Commodities. 15.3.1 Protection of palletized and solid-piled storage of un- expanded and expanded Group A plastic commodities shall be in accordance with Table 15.3.1. 15.3.2 Protection shall be provided as specified in Table 15.3.1 or appropriate NFPA standards in terms of minimum operating pressure and the number of sprinklers to be in- cluded in the design area. 15.3.3 Open Wood Joist Construction. 15.3.3.1 Where CMSA sprinklers are installed under open wood joist construction, their minimum operating pressure shall be 50 psi (3.4 bar) for a K-11.2 (160) sprinkler or 22 psi (1.5 bar) for a K-16.8 (240) sprinkler. 15.3.3.2 Where each joist channel of open wood joist con- struction is fully firestopped to its full depth at intervals not exceeding 20 ft (6.1 m), the lower pressures specified in Table 15.3.1 shall be permitted to be used. 15.3.4 Preaction Systems. For the purpose of using Table 15.3.1, preaction systems shall be classified as dry pipe systems. 15.3.5 Building steel shall not require special protection where Table 15.3.1 is applied as appropriate for the storage configuration. 15.4 Early Suppression Fast-Response (ESFR) Sprinklers for Palletized or Solid-Piled Storage of Group A Plastic Com- modities. 15.4.1 Protection of palletized and solid-piled storage of car- toned or exposed unexpanded plastic and cartoned expanded or exposed expanded plastic shall be in accordance with Table 15.4.1. 15.4.2 ESFR sprinkler systems shall be designed such that the minimum operating pressure is not less than that indicated in Table 15.4.1 for type of storage, commodity, storage height, and building height involved. 15.4.3 The design area shall consist of the most hydraulically demanding area of 12 sprinklers, consisting of four sprinklers on each of three branch lines. 15.4.4 Special Design for Palletized, Solid-Piled, Bin Box, or Shelf Storage of Group A Plastic Commodities. (Reserved) 2016 Edition Density (mm/mm) 2.0 4.1 6.1 8.1 10.2 12.2 14.3 0.05 0.10 0.15 0.20 0.25 0.30 0.35 Density (gpm/ft2) C 0 is 0) 0. 0 5, C 0. (0 0 is 0) 16.3 372 0 a, 0. 0 279 232 . 186 139 < 0.40 Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14l, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact Iicenaing@nfpa.org. 13-156 INSTALLATION OF SPRINKLER SYSTEMS FIGURE 13.2.1 Miscellaneous Storage Up to 12 ft (3.7 m) in Height - Design Curves (see Table 13.2.1). 13.2.3 Where K-11.2 (160) or larger sprinklers are used with EH1 or EH2 design curves from Figure 13.2.1, the design area shall be permitted to be reduced by 25 percent but not below 2000 ft2 (186 mti), regardless of temperature rating. 13.3 In-Rack Sprinklers. 13.3.1 General. In-rack sprinklers required by Table 13.2.1 shall meet the requirements of this section and the applicable storage protection and arrangement sections of this chapter. 13.3.2 Discharge Criteria. In-rack sprinklers shall have a K-factor of 5.6 (80) or larger and operate at a minimum of 15 psi (1 bar). 13.3.3 Water Demand. Where one level of in-rack sprinklers is installed for miscellaneous storage, water demand shall be based on simultaneous operation of the hydraulically most de- manding four adjacent sprinklers. 13.3.4 In-Rack Sprinkler Locations. 13.3.4.1 In-rack sprinklers for miscellaneous storage shall be located at the first tier level at or above one-half of the storage height. 13.3.4.2 Horizontal spacing of in-rack sprinklers shall not ex- ceed 8 ft (2.4 m). 13.3.4.3 In-rack sprinklers shall be located in the longitudi- nal flue at the intersection of the transverse flues while not exceeding the maximum spacing rules. 13.3.4.3.1 If no longitudinal flue is provided in single- and double-row racks, in-rack sprinklers shall be located within 12 in. (300 mm) of the center of the rack while not exceeding the maximum spacing. 13.3.4.4 Where distances between transverse flues exceed the maximum allowable distances, sprinklers shall be installed at the intersection of the transverse and longitudinal flues and additional sprinklers shall be installed between transverse flues to meet the maximum distance rules. 13.3.4.5 Where no transverse flues exist, in-rack sprinklers shall not exceed the maximum spacing rules. Chapter 14 Protection for Palletized, Solid-Piled, Bin Box, Shelf, or Back-to-Back Shelf Storage of Class I through Class IV Commodities 14.1 General. 14.1.1 This chapter shall apply to palletized, solid-piled, bin box, shelf, or back-to-back shelf storage for a broad range of combustibles. 14.1.2 The requirements of Chapter 12 shall apply unless modified by this chapter. 14.1.3 Protection criteria for Group A plastics shall be permit- ted to be used for Class I, II, III, and IV commodities with the same storage and height configuration. 14.2 Control Mode Density/Area Sprinkler Protection Crite- ria for Palletized, Solid-Piled, Bin Box, Shelf, or Back-to-Back Shelf Storage of Class I Through Class IV Commodities. 14.2.1 Protection for Class I through Class IV commodities in the following configurations shall be provided in accordance with this section: Nonencapsulated commodities that are solid-piled, pal- letized, or bin box storage up to 30 ft (9.1 m) in height Nonencapsulated commodities on shelf storage up to 15 ft (4.6 m) in height *Encapsulated commodities that are solid-piled, pallet- ized, bin box, or shelf storage up to 15 ft (4.6 m) in height Back-to-back shelf storage up to 15 ft (4.6 m) in height Encapsulated storage of solid-piled and palletized Class I through IV commodities permitted in accordance with 14.2.5 for storage heights over 15 ft (4.6 m) up to and including 20 ft (6.1 m) 14.2.2 The area and density for the hydraulically remote area and the water supply shall be determined as specified in 14.2.3 for storage up to and including 12 ft (3.7 m) and 14.2.4 for storage over 12 ft (3.7 m). 14.2.3 Protection Criteria for Palletized, Solid-Piled, Bin Box, Shelf, or Back-to-Back Shelf Storage of Class I Through Class IV Commodities Stored Up to 12 ft (3.7 m) in Height. 14.2.3.1 The protection criteria for storage up to and includ- ing 12 ft (3.7 m) shall be the same as for miscellaneous storage selected from Chapter 13. 2016 Edition ATTACHMENT #7 ADDITIONAL PROTECTION REQUIREMENTS HIGH-PILED COMBUSTIBLE STORAGE 3203.7.3 Group C plastics. Group C plastics are plastic materials having a heat of combustion and a burning rate similar to those of ordinary combustibles. Examples of Group C plastics include, but are not limited to, the fol- lowing: Fluoroplastics (PCTFE, polychlorotrifluoroethylene; PTFE, polytetrafluoroethylene) Melamine (melamine formaldehyde) Phenol PVC (polyvinyl chloride, rigid or plasticized less than 5 percent, e.g., pipe, pipe fittings) PVDC (polyvinylidene chloride) PVDF (polyvinylidene fluoride) PVF (polyvinyl fluoride) Urea (urea formaldehyde) 3203.7.4 Limited quantities of Group A plastics in mixed commodities. Figure 3203.7.4 shall be used to determine the quantity of Group A plastics allowed to be stored in a package or carton or on a pallet without increasing the commodity classification. SECTION 3204 DESIGNATION OF HIGH-PILED STORAGE AREAS 3204.1 General. High-piled storage areas, and portions of high-piled storage areas intended for storage of a different commodity class than adjacent areas, shall be designed and specifically designated to contain Class 1, Class 11, Class III, Class IV or high-hazard commodities. The designation of a high-piled combustible storage area, or portion thereof intended for storage of a different commodity class, shall be based on the highest hazard commodity class stored except as provided in Section 3204.2. 3204.2 Designation based on engineering analysis. The designation of a high-piled combustible storage area, or por- tion thereof, is allowed to be based on a lower hazard class than that of the highest class of commodity stored when a limited quantity of the higher hazard commodity has been demonstrated by engineering analysis to be adequately pro- tected by the automatic sprinkler system provided. The engineering analysis shall consider the ability of the sprin- kler system to deliver the higher density required by the higher hazard commodity. The higher density shall be based on the actual storage height of the pile or rack and the mini- mum allowable design area for sprinkler operation as set forth in the density/area figures provided in NFPA 13. The contiguous area occupied by the higher hazard commodity shall not exceed 120 square feet (11 m2) and additional areas of higher hazard commodity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprin- kler system shall be capable of delivering the higher density over a minimum area of 900 square feet (84 m2) for vet pipe systems and 1,200 square feet (111 m2) for dry pipe sys- tems. The shape of the design area shall be in accordance with Section 903. SECTION 3205 HOUSEKEEPING AND MAINTENANCE 3205.1 Rack structures. The structural integrity of racks shall be maintained. 3205.2 Ignition sources. Clearance from ignition sources shall be provided in accordance with Section 305. 3205.3 Smoking. Smoking shall be prohibited. Approved "No Smoking" signs shall be conspicuously posted in accor- dance with Section 310. 3205.4 Aisle maintenance. When restocking is not being conducted, aisles shall be kept clear of storage, waste mate- rial and debris. Fire department access doors, aisles and exit doors shall not be obstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches (610 mm) shall be maintained in 48- inch (1219 mm) or smaller aisles, and a minimum unob- structed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 48 inches (1219 mm). During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches (1118 mm) shall be maintained in accordance with Section 3206.9. 3205.5 Pile dimension and height limitations. Pile dimen- sions and height limitations shall comply with Section 3207.3. 3205.6 Designation of storage heights. Where required by the fire code official, a visual method of indicating the maxi- mum allowable storage height shall be provided. 3205.7 Arrays. Arrays shall comply with Section 3207.4. 3205.8 Flue spaces. Flue spaces shall comply with Section 3208.3. SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES 3206.1 General. Fire protection and life safety features for high-piled storage areas shall be in accordance with Sections 3206.2 through 3206.10. 3206.2 Extent and type of protection. Where required by Table 3206.2, fire detection systems, smoke and heat removal and automatic sprinkler design densities shall extend the lesser of 15 feet (4572 mm) beyond the high-piled storage area or to a permanent partition. Where portions of high-piled storage areas have different fire protection requirements because of commodity, method of storage or storage height, the fire protection features required by Table 3206.2 within this area shall be based on the most restrictive design require- ments. 3206.3 Separation of high-piled storage areas. High-piled storage areas shall be separated from other portions of the building where required by Sections 3206.3.1 through 3206.3.2.2. 2016 CALIFORNIA FIRE CODE 373 I iii] ill i.i i Copyright 02t,6 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klousbruckneron Dec 19. 2016 6:54:30 AM pursuant to License Agreement with CA BSC. No further reproduction or distribution uutho,ieed. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14,2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact Iicensing@n1pa.org. 1 GENERAL REQUIREMENTS FOR STORAGE 13-147 of supplemental, quick-response in-rack sprinklers located di- rectly below the top tier of storage and at every flue space intersection. 12.1.3.4.7 When applying the supplemental in-rack sprinkler option, the ceiling density shall be based upon the given stor- age height with an assumed acceptable clearance to ceiling. 12.1.3.4.8 If in-rack sprinklers are required for the actual storage height with an acceptable clearance to ceiling, in-rack sprinklers shall be installed as indicated by that criteria. 12.1.4 High Volume Low Speed (HVLS) Fans. 12.1.4.1* The installation of HVLS fans in buildings equipped with sprinklers, including ESFR sprinklers, shall comply with the following: The maximum fan diameter shall be 24 ft (7.3 m). The HVLS fan shall be centered approximately between four adjacent sprinklers. The vertical clearance from the HVLS fan to sprinkler deflector shall be a minimum of 3 ft (900 mm). All HVLS fans shall be interlocked to shut down immedi- ately upon receiving a waterflow signal from the alarm system in accordance with the requirements of NFPA 72. 12.2* Hose Connections. 12.2.1 Small hose connections [11h in. (38 mm)] shall be provided where required by the authority having jurisdiction in accordance with 8.17.5 for first-aid fire-fighting and over- haul operations. 12.2.2 Small hose connections shall not be required for the protection of Class I, II, III, and IV commodities stored 12 ft (3.7 m) or less in height. 12.3* Adjacent Hazards or Design Methods. For buildings with two or more adjacent hazards or design methods, the following shall apply: Where areas are not physically separated by a barrier or partition capable of delaying heat from a fire in one area from fusing sprinklers in the adjacent area, the required sprinkler protection for the more demanding design basis shall extend 15 ft (4.6 m) beyond its perimeter. The requirements of 12.3(1) shall not apply where the areas are separated by a draft curtain or barrier located above an aisle, horizontally a minimum of 2 ft (600 mm) from the adjacent hazard on each side, or a partition that is capable of delaying heat from a fire in one area from fusing sprinklers in the adjacent area. The requirements of 12.3(1) shall not apply to the exten- sion of more demanding criteria from an upper ceiling level to beneath a lower ceiling level where the difference in height between the ceiling levels is at least 2 ft (600 mm), located above an aisle, horizontally a mini- mum 2 ft (600 mm) from the adjacent hazard on each side. 12.4* Wet Pipe Systems. 12.4.1 Sprinkler systems shall be wet pipe systems. 12.4.2* In areas that are subject to freezing or where special conditions exist, dry pipe systems and preaction systems shall be permitted to protect storage occupancies. 12.5 Dry Pipe and Preaction Systems. For dry pipe systems and preaction systems, the area of sprinkler operation shall be increased by 30 percent without revising the density. 12.6* Storage Applications. 12.6.1 For storage applications with densities of 0.2 gpm/ft2 (8.1 mm/mm) or less, standard-response sprinklers with a K-factor of K-5.6 (80) or larger shall be permitted. 12.6.2 For general storage applications, rack storage, rubber tire storage, roll paper storage, and baled cotton storage being protected with upright and pendent spray sprinklers with re- quired densities of greater than 0.2 gpm/ft2 to 0.34 gpm/ft (8.1 mm/min to 13.9 mm/min), standard-response sprinklers with a nominal K-factor of K-8.0 (115) or larger shall be used.' 12.6.3 For general storage applications, rack storage, rubber tire storage, roll paper storage, and baled cotton storage being protected with upright and pendent spray sprinklers with re. quired densities greater than 0.34 gpm/ft2 (13.9 mm/mm)) standard-response spray sprinklers with a K-factor of K-11.2 (161) or larger that are listed for storage applications shall be used. 12.6.4* Unless the requirements of 12.6.5 are met, the re- quirements of 12.6.2 and 12.6.3 shall not apply to modifica- tions to existing storage application systems, using sprinklers with K-factors of K-8.0 (115) or less. 12.6.5 Where applying the requirements of Figure 17.2.1.2.1(b) and Figure 17.2.1.2.1(c) utilizing the design criteria of 0.6 gpm/ftti per 2000 ft2 (24.4 mm/min per1 186 m2) to existing storage applications, the requirements of 12.6.3 shall apply. 12.6.6 The use of quick-response spray sprinklers for storage applications shall be permitted when listed for such use. 12.6.7 CMSA and ESFR sprinklers shall be permitted to pro- tect storage of Class I through Class IV commodities, Group plastic commodities, miscellaneous storage, and other storage as specified in Chapter 12 through Chapter 20 or by other NFPA standards. 12.6.7.1 ESFR sprinklers designed to meet any criteria in, Chapter 12 or Chapter 14 through Chapter 20 shall be permit- Led to protect any of the following: Light hazard occupancies Ordinary hazard occupancies Any storage arrangement in Chapter 13 referencing OH1, 0H2, EH1, and EH2 design criteria 12.6.7.2 Quick-response CMSA sprinklers designed to meet any criteria in Chapter 12 or Chapter 14 through Chapter 20 shall be permitted to protect any of the following: Light hazard occupancies Ordinary hazard occupancies Any storage arrangement in Chapter 13 referencing OH1, 0H2, EH1, and EH2 design criteria 12.6.7.3 Standard-response CMSA sprinklers designed to meet any criteria in Chapter 12 or Chapter 14 through Chap- ter 20 shall be permitted to protect any of the following: Ordinary hazard occupancies Any storage arrangement in Chapter 13 referencing OH1, 0H2, EH1, and EH2 design criteria 12.6.8 The design figures indicate water demands for ordinary- temperature-rated and nominal high-temperature-rated sprin- klers at the ceiling. 2016 Edition HIGH-PILED COMBUSTIBLE STORAGE high-hazard commodities shall be not less than 44 inches (1118 mm) wide. Aisles shall be not less than 96 inches (2438 mm) wide in areas accessible to the public where mechanical stocking methods are used. 3206.9.1.2 Nonsprinklered buildings. Aisles in non- sprinklered buildings shall be not less than 96 inches (2438 mm) wide. 3206.9.2 Clear height. The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6 feet 8 inches (2032 mm) above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. 3206.9.3 Dead-end aisles. Dead-end aisles shall not exceed 20 feet (6096 mm) in length in Group M occupan- cies. Dead-end aisles shall not exceed 50 feet (15 240 mm) in length in all other occupancies. Exception: Dead-end aisles are not limited where the length of the dead-end aisle is less than 2.5 times the least width of the dead-end aisle. 3206.10 Portable fire extinguishers. Portable fire extin- guishers shall be provided in accordance with Section 906. SECTION 3207 SOLID-PILED AND SHELF STORAGE 3207.1 General. Shelf storage and storage in solid piles, solid piles on pallets and bin box storage in bin boxes not exceed- ing 5 feet (1524 mm) in any dimension, shall be in accor- dance with Sections 3206 and this section. 3207.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to 1-hour fire barriers constructed in accordance with Section 707 of the California Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire protection rating. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accordance with the California Building Code and NFPA 13. 3207.2.1 Shelf storage. Shelf storage greater than 12 feet (3658 mm) but less than 15 feet (4572 mm) in height shall be in accordance with the fire protection requirements set forth in NFPA 13. Shelf storage 15 feet (4572 mm) or more in height shall be protected in an approved manner with special fire protection, such as in-rack sprinklers. 3207.3 Pile dimension and height limitations. Pile dimen- sions, the maximum permissible storage height and pile vol- ume shall be in accordance with Table 3206.2. 3207.4 Array. Where an automatic sprinkler system design utilizes protection based on a closed array, array clearances shall be provided and maintained as specified by the standard used. SECTION 3208 RACK STORAGE 3208.1 General. Rack storage shall be in accordance with Section 3206 and this section. Bin boxes exceeding 5 feet (1524 mm) in any dimension shall be regulated as rack stor- age. 3208.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to 1-hour fire barriers constructed in accordance with Section 707 of the California Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire protection rating. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accordance with Section 903.3.1.1 and the California Building Code. 3208.2.1 Plastic shelves. Storage on plastic shelves shall be protected by approved specially engineered fire protec- tion systems. 3208.2.2 Racks with solid shelving. Racks with solid shelving having an area greater than 20 square feet (1.9 m2), measured between approved flue spaces at all four edges of the shelf, shall be in accordance with this section. Exceptions: Racks with mesh, grated, slatted or similar shelves having uniform openings not more than 6 inches (152 mm) apart, comprising not less than 50 percent of the overall shelf area, and with approved flue spaces are allowed to be treated as racks without solid shelves. Racks used for the storage of combustible paper records, with solid shelving, shall be in accor- dance with NFPA 13. 3208.2.2.1 Fire protection. Fire protection for racks with solid shelving shall be in accordance with NFPA 13. 3208.3 Flue spaces. Flue spaces shall be provided in accor- dance with Table 3208.3. Required flue spaces shall be main- tained. 3208.3.1 Flue space protection. Where required by the fire code official, flue spaces required by Table 3208.3, in single-, double- or multiple-row rack storage installations shall be equipped with approved devices to protect the required flue spaces. Such devices shall not be removed or modified. 3208.4 Column protection. Steel building columns shall be protected in accordance with NFPA 13. 3208.5 Extra-high-rack storage systems. Approval of the fire code official shall be obtained prior to installing extra- high-rack combustible storage. 3208.5.1 Fire protection. Buildings with extra-high-rack combustible storage shall be protected with a specially engineered automatic sprinkler system. Extra-high-rack 376 2016 CALIFORNIA FIRE CODE Copyright 0 2016 CA BSC. ALL RIGHTS RESERVED. Accessed by nile Kiaubruckner on Dec 19.20166:54:30 AM pursuant 10 License Agreement with CA BSC. No further 101111H II 1j1IJ I reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KIAUSBRUCKNER AND ASSOCIATES for designated KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact Iicensing@nfpa.org. PROTECTION OF RACK STORAGE OF PLASTIC AND RUBBER COMMODITIES ELLEY Extend the protection prescribed by 17.1.2.9 horizontally one pallet load in all directions beyond the commodity storage area requiring the higher level of protection. Install a vertical barrier to segregate the commodities re- quiring the higher level of protection from any adjacent commodities. 17.1.2.9.2 Commodities that can be protected by the ceiling- level sprinkler system shall be permitted to be stored vertically above and horizontally adjacent to the portions of the storage rack equipped as prescribed by 17.1.2.9: 17.4.2.9.3 Horizontal Barriers. Horizontal barriers shall be installed at every tier level of the dedicated storage rack where the rack is equipped with solid shelves. 17.1.2.9.3.1 Where the dedicated storage rack is open-frame, horizontal barriers shall be installed at vertical increments not exceeding 12 ft (3.6 m). 17.1.2.9.3.2 The barriers shall span horizontally so that all flue spaces within the rack bay are covered. 17.1.2.9.3.3 A maximum 3 in. (75 mm) wide gap shall be permitted at rack uprights. 17.1.2.9.3.4 The solid barrier shall be installed on a horizon- tal plane within a rack, beneath which in-rack sprinklers shall be installed, as follows: The barrier shall be constructed of minimum 22 gauge (0.7 mm) sheet metal or of minimum % in. (10 mm) plywood. The barrier shall extend to both ends and both aisle faces of the racks covering up both the longitudinal and transverse flue spaces of the rack bays in which they are installed. The barrier shall be fitted to within 3 in. (75 mm) of any vertical rack member or other equipment that would create an opening, such as vertical in-rack sprinkler pipe drops. 5ft(1.5m) mai 1~1 /_ Horizontal barrier Plan View 3 in. (75 mm) max gap at rack upright __L IT x x xI_ x x _ 12ft1 IT IM/1 91/M/ZI F-1 F-1 F - 7Z, Elevation View FIGURE 17.1.2.9.4.1(A) Alternative Protection Singli Racks. 17.1.2.9.4 In-Rack Sprinklers. Minimum K-8.0 (K-115) quick- (B) The maximum linear spacing between sprinklers at response sprinklers (ceiling-level or in-rack) shall be installed face and each alternating bay shall not exceed 5 ft (1.5 m) beneath each horizontal barrier. The deflector of the sprin- shall not exceed 10 ft (3.0 in) between sprinklers at e kler shall be located as close to the underside of the horizontal other bay barrier as possible. 17.1.2.9.4.1 Single-Row Racks. For single-row racks, sprinklers shall be installed at each rack upright and at each rack mid-bay as shown in Figure 17.1.2.9.4.1 (A). The maximum linear spacing between sprinklers shall not exceed 5 ft (1.5 m). 17.1.2.9.4.2 Double-Row Racks. For double-row racks, sprinklers shall be installed at each rack upright within the longitudinal flue space and at the face of the rack and at the mid-bay face of each rack bay as shown in Figure 17.1.2.9.4.2(A). The maximum linear spacing between sprinklers shall not exceed 5 ft (1.5 m) at the rack face and 10 ft. (3.0 m) within the longitudinal flue space. 17.1.2.9.4.3 Multiple-Row Racks. (A) For multiple-row racks, an alternating sprinkler arrange- ment shall be installed within adjacent transverse flue spaces, as shown in Figure 17.1.2.9.4.3(A), with sprinklers at the face of each flue space. 17.1.2.9.5 The design of an in-rack sprinkler system shall based on a minimum flow of 60 gpm (230 L/min) from most remote six sprinklers for single-row racks or the ni remote eight sprinklers for both double-row and multiple-i racks. 17.1.2.9.6 The in-rack sprinkler demand shall not be i quired to be hydraulically balanced with the ceiling-le sprinkler system. 17.1.2.9.7 Ceiling Sprinkler System. The ceiling-level spri kler system shall be designed based on the highest commod hazard not protected by the criteria prescribed by 17.1.2.9. 17.1.3 Movable Racks. Rack storage in movable racks shall I protected in the same manner as multiple-row racks. 17.1.4 Fire Protection of Steel Columns - COlumns With Storage Racks. See Section C.10. 17.1.4.1° Where fireproofing of building columns is not pi vided and storage heights are in excess of 15 ft (4.6 in), pi tection of building columns located wholly or partially with the rack footprint inclusive of flue 'space or within 12•i (305, mm) of the footprint shall be protected in accordan with one of the following: 2016 Horizontal barrier Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensing@nfpa.org. 13-202 INSTALLATION OF SPRINKLER SYSTEMS Plan View / 3 in. (75 mm) max gap at rack upright OD 0 OD 0 01 12ft(3.7m) max L 0 TV 12ft(3.7m) F ______ max IL. JL71 J Elevation View FIGURE 17.1.2.9.4.2(A) Alternative Protection Double-Row Racks. In-rack sprinklers Sidewall sprinklers at the 15 ft (4.6 m) elevation, pointed toward one side of the steel column Provision of ceiling sprinkler density for a minimum of .2000 ft? (186 m2) with ordinary temperature— or high temperature—rated sprinklers as shown in Table 17.1.4.1 for storage heights above 15 ft (4.6 m) up to and includ- ing 20 ft (6.1 m) Provision of CMSA or ESFR ceiling sprinklei' protection 17.1.4.2 Where storage heights are in excess of 15 ft (4.6 m) and vertical rack members support the building structure, the vertical rack members shall be protected in accordance with one of the options in 17.1.4.1. 17.1.4.3 The flow from a column sprinkler(s) shall be permit- ted to be omitted from the sprinkler system hydraulic ca1cu1a- lions. 17.1.5 Solid Shelving. 17.1.5.1 Where solid shelving in single-, double-, and multiple- row racks exceeds 20 ft2 (1.9 m2) but does not exceed 64 fi (5.9 m2) in area, sprinklers shall not be required below every shelf, but shall be installed at the ceiling and below shelves at intermediate levels not more than 6 ft (1.8 m) apart vertically. (See SeclionC.11.) L (1.5 Plan View 3 in. (75 mm) max gap at rack upright 0 0 0 0 0 12ft(3.7m) max 0 U_® U1:11, 2 ft (3.7 m) L max .W, 7/727/707 '- ii t Elevation View FIGURE 17.1.2.9.4.3(A) Alternative Protection Multiple-Row Racks. Table 17.1.4.1 Ceiling Sprinkler Densities for Protection of Steel Building Columns Aisle Width 4ft(1.2m) 1 8ft(2.4m) Commodity lassification. gpm/ft2 I CL/min)/m2 gpm/ft2 (L/min)/m2 Group A 0.68 27.7 0.57 23.2 plastics 2016 Edition Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensing@nfpa.org. 13-54 INSTALLATION OF SPRINKLER SYSTEMS 8.5.4.1.3 For ceilings that have insulation installed directly against underside of the ceiling or roof structure, the deflec- tor distance shall be measured from the bottom of the insula- tion and shall be in accordance with 8.5.4.1.3.1 or 8.5.4.1.3.2. 8.5.4.1.3.1 For insulation that is installed directly against the ceiling or roof structure and is installed flat and parallel to the ceiling or roof structure, the deflector distance shall be mea- sured to the underside of the insulation. 8.5.4.1.3.2 For insulation that is installed in a manner that causes it to deflect or sag down from the ceiling or roof struc- ture, the deflector distance shall be measured as half of the distance of the deflection from the insulation high point to the insulation low point. If the deflection or sag in the insulation exceeds 6 in. (150 mm), the deflector distance shall be measured to the high point of the insulation. The deflector shall not be positioned above the low point of the insulation. 8.5.4.1.4* Heat collectors shall not be used as a means to assist the activation of a sprinkler. 8.5.4.2 Deflector Orientation. Deflectors of sprinklers shall be aligned parallel to ceilings, roofs, or the incline of stairs. 8.5.5 Obstructions to Sprinkler Discharge. 8.5.5.1* Performance Objective. Sprinklers shall be located so as to minimize obstructions to discharge as defined in 8.5.5.2 and 8.5.5.3, or additional sprinklers shall be provided to en- sure adequate coverage of the hazard. (See Figure A. 8.5.5.1.) 8.5.5.2* Obstructions to Sprinkler Discharge Pattern Develop- ment. 8.5.5.2.1 Continuous or noncontinuous obstructions less than or equal to 18 in. (450 mm) below the sprinkler deflector that prevent the pattern from fully developing shall comply with 8.5.5.2. 8.5.5.2.2 Sprinklers shall be positioned in accordance with the minimum distances and special requirements of Sec- tion 8.6 through Section 8.12 so that they are located suffi- ciently away from obstructions such as truss webs and chords, pipes, columns, and fixtures. 8.5.5.3* Obstructions that Prevent Sprinkler Discharge from Reaching Hazard. Continuous or noncontinuous obstructions that interrupt the water discharge in a horizontal plane more than 18 in. (450 mm) below the sprinkler deflector in a man- ner to limit the distribution from reaching the protected haz- ard shall comply with 8.5.5.3. 8.5.5.3.1* Sprinklers shall be installed under fixed obstruc- tions over 4 ft (1.2 m) in width. 8.5.5.3.1.1 Sprinklers shall be located below the obstruction and not more than 3 in. (75 mm) from the outside edge of the obstruction. 8.5.5.3.1.2 Where sprinklers are located adjacent to the ob- struction, they shall be of the intermediate level rack type. 8.5.5.3.1.3 The deflector of automatic sprinklers installed un- der fixed obstructions shall be positioned no more than 12 in. (300 mm) below the bottom of the obstruction. 8.5.5.3.1.4 Sprinklers shall not be required under noncom- bustible obstructions over 4 ft (1.2 m) wide where the bottom of the obstruction is 24 in. (600 mm) or less above the floor or deck. 8.5.5.3.2 Sprinklers shall not be required under obstructions that are not fixed in place, such as conference tables. 8.5.5.3.3 Sprinklers installed under obstructions shall be of the same type (spray, CMSA, ESFR, residential) as installed at the ceiling except as permitted by 8.5.5.3.3.1. 8.5.5.3.3.1 Spray sprinklers shall be permitted to be utilized under overhead doors. 8.5.5.3.4* Sprinklers installed under open gratings shall be of the intermediate level/rack storage type or otherwise shielded from the discharge of overhead sprinklers. 8.5.5.4 Closets. In all closets and compartments, including those closets housing mechanical equipment, that are not larger than 400 fttt (11.3 m) in size, a single sprinkler at the highest ceiling level shall be sufficient without regard to ob- structions or minimum distance to the wall. 8.5.6 Clearance from Deflector to Storage. 8.5.6.1* Unless the requirements of 8.5.6.2, 8.5.6.3,8.5.6.4, or 8.5.6.5 are met, the clearance between the deflector and the top of storage or contents of the room shall be 18 in. (450 mm) or greater. 8.5.6.2 Where other standards specify greater clearance to storage minimums, they shall be followed. 8.5.6.3 A minimum clearance to storage of 36 in. (900 mm) shall be permitted for special sprinklers. 8.5.6.4 A minimum clearance to storage of less than 18 in. (450 mm) between the top of storage and ceiling sprinkler deflectors shall be permitted where proven by successful large- scale fire tests for the particular hazard. 8.5.6.5 The clearance from the top of storage to sprinkler deflectors shall be not less than 36 in. (900 mm) where rubber tires are stored. 8.5.7 Skylights. 8.5.7.1 Sprinklers shall be permitted to be omitted from sky- lights not exceeding 32 ft2 (3.0 m2) in area, regardless of haz- ard classification, that are separated by at least 10 ft (3.0 m) horizontally from any other unprotected skylight or unpro- tected ceiling pocket. 8.5.7.1.1 When a sprinkler is installed directly beneath a sky- light not exceeding 32 ft2 (3.0 m2), the distance to the ceiling shall be measured to the plane of the ceiling as if the skylight was not present. 8.5.7.2 Skylights not exceeding 32 ft2 (3.0 m2) shall be per- mitted to have a plastic cover. 8.6 Standard Pendent and Upright Spray Sprinklers. 8.6.1 General. All requirements of Section 8.5 shall apply to standard pendent and upright spray sprinklers except as modified in Section 8.6. 8.6.2 Protection Areas per Sprinkler (Standard Pendent and Upright Spray Sprinklers). 8.6.2.1 Determination of Protection Area of Coverage. 8.6.2.1.1 Except as permitted by 8.6.2.1.2, the protection area of coverage per sprinkler (A) shall be determined in accordance with 8.5.2.1. 2016 Edition Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensing@nfpa.org. 13-146 INSTALLATION OF SPRINKLER SYSTEMS Chapter 12 General Requirements for Storage 12.1 General. The requirements of Section 12.1 shall apply to all storage arrangements and commodities other than miscel- laneous storage (see Chapter 13) and as modified by specific sections in Chapter 14 through Chapter 20. 12.1.1 Roof Vents and Draft Curtains. See Section C.6. 12.1.1.1* Manually operated roof vents or automatic roof vents with operating elements that have a higher temperature classification than the automatic sprinklers shall be permitted. 12.1.1.2 Early suppression fast-response (ESFR) sprinklers shall not be used in buildings with automatic heat or smoke vents unless the vents use a high-temperature rated, standard- response operating mechanism. 12.1.1.3* Draft curtains shall not be used within ESFR sprin- kler systems. 12.1.1.3.1 Draft curtains separating ESFR sprinklers at system breaks or from control mode sprinklers or between hazards shall be permitted. (See 8.4.6.4.) 12.1.2 Ceiling Slope. The sprinkler system criteria specified in Chapter 12 and Chapters 14 through 20 are intended to apply to buildings with ceiling slopes not exceeding 2 in 12 (16.7 percent) unless modified by a specific section in Chap- ter 12 and Chapters 14 through 20. 12.1.3* Building and Storage Height. 12.1.3.1 The maximum building height shall be measured to the underside of the roof deck or ceiling or in accordance with 12.1.3.1.1 through 12.1.3.1.3. 12.1.3.1.1 For corrugated metal deck roofs up to 3 in. (75 mm) in depth, the maximum roof height shall be mea- sured from floor to the bottom of the deck. 12.1.3.1.2 For decks deeper than 3 in. (75 mm), the maxi- mum roof height shall be measured to the highest point on the deck. 12.1.3.1.3 For ceilings that have insulation installed directly against underside of the ceiling or roof structure, the maxi- mum roof height shall be measured to the bottom of insula- tion and shall be in accordance with 12.1.3.1.3.1 or 12.1.3.1.3.2. 12.1.3.1.3.1 For insulation that is installed directly against the ceiling or roof structure and is installed flat and parallel to the ceiling or roof structure, the maximum roof height shall be measured to the underside of the insulation. 12.1.3.1.3.2 For insulation that is installed in a manner that causes it to deflect or sag down from the ceiling or roof struc- ture, the maximum roof height shall be measured as half of the distance of the deflection from the insulation high point to the insulation low point. If the deflection or sag in the insu- lation exceeds 6 in. (150 mm), the maximum roof height shall be measured to the high point of the insulation. 12.1.3.1.4* Where the building height changes within a com- partment, the sprinklers directly over the storage shall be ca- pable of protecting storage directly beneath. 12.1.3.1.4.1 Where a barrier to heat and smoke in accor- dance with 12.3(2) or 12.3(3) is not present, the sprinkler criteria 15 ft (4.6 m) into the perimeter of the lower ceiling area shall be the same as the sprinkler protection for the high ceiling area. 12.1.3.2 ESFR sprinklers shall be used only in buildings equal to, or less than, the height of the building for which they have been listed. 12.1.3.3 The sprinkler system design shall be based on the storage height and clearance to ceiling that routinely or peri- odically exist in the building and create the greatest water demand. Where storage is placed above doors, the storage height shall be calculated from the base of storage above the door. 12.1.3.4 Clearance to Ceiling. 12.1.3.4.1* The clearance to ceiling shall be measured in ac- cordance with 12.1.3.4.1.1 through 12.1.3.4.1.3. 12.1.3.4.1.1 For corrugated metal deck roofs up to 3 in. (75 mm) in depth, the clearance to ceiling shall be measured from the top of storage to the bottom of the deck. 12.1.3.4.1.2 For corrugated metal deck roofs deeper than 3 in. (75 mm), the clearance to ceiling shall be measured to the highest point on the deck. 12.1.3.4.1.3 For ceilings that have insulation attached di- rectly to underside of the ceiling or roof structure, the clear- ance to ceiling shall be measured from the top of storage to the bottom of the insulation and shall be in accordance with 12.1.3.4.1.3(A) or 12.1.3.4.1.3(B). For insulation that is attached directly to the ceiling or roof structure and is installed fiat and parallel to the ceiling or roof structure, the clearance to ceiling shall be measured from the top of storage to the underside of the insulation. For insulation that is installed in a manner that causes it to deflect or sag down from the ceiling or roof structure, the clearance to ceiling shall be measured from the top of storage to a point half of the distance of the deflection from the insu- lation high point to the insulation low point. If the deflection or sag in the insulation exceeds 6 in. (150 mm), the clearance to ceiling shall be measured from the top of storage to the high point of the insulation. 12.1.3.4.2 For spray sprinkler criteria where the clearance to ceiling exceeds those identified in this section, the require- ments of 12.1.3.4.3 through 12.1.3.4.8 shall apply. 12.1.3.4.3 Where the clearance to ceiling exceeds 20 ft (6.1 m) for Chapters 14 and 15, protection shall be based upon the storage height that would result in a clearance to ceiling of 20 ft (6.1 m). 12.1.3.4.4 Where the clearance to ceiling exceeds 20 ft (6.1 m) for Section 16.2, protection shall be based upon the storage height that would result in a clearance to ceiling of 20 ft (6.1 m) or providing one level of supplemental, quick- response in-rack sprinklers located directly below the top tier of storage and at every flue space intersection. 12.1.3.4.5 Where the clearance to ceiling exceeds 10 ft (3.0 m) for Section 16.3 or Section 17.2, protection shall be based upon the storage height that would result in a clearance to ceiling of 10 ft (3.0 m) or providing one level ofsupplemen- tal, quick-response in-rack sprinklers located directly below the top tier of storage and at every flue space intersection. 12.1.3.4.6 Where the clearance exceeds 10 ft (3.0 m) for Sec- tion 17.3, protection shall be based upon providing one level 2016 Edition ATTACHMENT #8 AUTOMATIC FIRE SPRINKLER SYSTEM REQUIREMENTS OFFICES Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KI.AUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensing@nfpa.org. DESIGN APPROACHES 13-143 Density (mm/mm) 2.0 4.1 6.1 8.1 10.2 12.2 14.3 16.3 5000 465 4000 CL 0. U, ' 2500 2000 1500 '—'- 0.05 0.10 0.15 0.20 0.25 Density (gpmlft2) E .7 C 372 .5 a, 0. 0 a, 279 0. 'a 232 a, 186 , LI-L-L-L-.L.•IlIiI 139 0.30 0.35 0.40 FIGURE 11.2.3.1.1 Density/Area Curves. Table 11.2.3.1.2 Hose Stream Allowance and Water Supply Duration Requirements for Hydraulically Calculated Systems Total Combined Inside and Outside Inside Hose Hose Duration gpm L/min gpm L/min Occupancy (minutes) Light hazard 0, 50, or 0, 190, or 100 380 30 100 380 Ordinary 0, 50, or 0, 190, or 250 950 60-90 hazard 100 380 Extra hard 0, 50, or 0, 190, or 500 1900 90-120 100 380 1 to the bottom of solid wood joists or solid limited- combustible construction or noncombustible construction so as to create enclosed joist spaces 160 ft3 (4.5 m) or less in volume, including space below insulation that is laid di- rectly on top or within the ceiling joists in an otherwise sprinklered concealed space. Concealed spaces where rigid materials are used and the exposed surfaces have a flame spread index of 25 or less and the materials have been demonstrated to not propa- gate fire more than 10.5 ft (3.2 m) when tested in accor- dance with ASTM E84, Standard Test Method for Surface Burning Characteristics of Building Materials, or ANSI/ UL 723, Standard for Test for Surface Burning Characteristics of Building Materials, extended for an additional 20 min- utes in the form in which they are installed in the space. Concealed spaces in which the exposed materials are constructed entirely of fire-retardant-treated wood as de- fined by NFPA 703. Concealed spaces over isolated small rooms not exceed- ing 55 ft2 (5.1 m2) in area. Vertical pipe chases under 10 ft2 (0.9 m2), provided that in multifloor buildings the chases are firestopped at each floor using materials equivalent to the floor con- struction, and where such pipe chases contain no sources of ignition, piping shall be noncombustible, and pipe penetrations at each floor shall be properly sealed. J.' Exterior columns under 10 ft2 (0.9 m2) in area formed by studs or woodjoists, supporting exterior canopies that are fully protected with a sprinkler system. (10)*Light or ordinary hazard occupancies where noncom- bustible or limited-combustible ceilings are attached to the bottom of composite woodjoists either directly or on to metal channels not exceeding 1 in. (25 mm) in depth, provided the adjacentjoist channels are firestopped into volumes not exceeding 160 ft3 (4.5 rn3 ) using materials equivalent to ½ in. (13 mm) gypsum board, and at least 31h in. (90 mm) of batt insulation is installed at the bot- tom of the joist channels when the ceiling is attached utilizing metal channels. 11.2.3.2 Density/Area Method. 11.2.3.2.1 Water Supply. 11.2.3.2.1.1 The water supply requirement for sprinklers only shall be calculated from the density/area curves of Figure 11.2.3.1.1 or from Chapter 22 where density/area criteria are specified for special occupancy hazards. 11.2.3.2.1.2 When using Figure 11.2.3.1.1, the calculations shall satisfy any single point on the appropriate density/area curve. 11.2.3.2.1.3 When using Figure 11.2.3.1.1, it shall not be nec- essary to meet all points on the selected curves. 11.2.3.2.2 Sprinklers. 11.2.3.2.2.1 The densities and areas provided in Figure 11.2.3.1.1 shall be for use only with spray sprinklers. 11.2.3.2.2.2 Quick-response sprinklers shall not be permitted for use in extra hazard occupancies or other occupancies where there are substantial amounts of flammable liquids or combustible dusts. 11.2.3.2.2.3 For extended coverage sprinklers, the minimum design area shall be that corresponding to the hazard in Fig- ure 11.2.3.1.1 or the area protected by five sprinklers, which- ever is greater. 11.2.3.2.2.4 Extended coverage sprinklers shall be listed with and designed for the minimum flow corresponding to the density for the hazard as specified in Figure 11.2.3.1.1. 2016 Edition ATTACHMENT #9 ALARM/MONITORING FIRE PROTECTION SYSTEMS * automatic sprinklers and the top of piles of combustible fibers. Exception: Kitchen equipment under exhaust hoods protected with a fire-extinguishing system in accor- dance with Section 904. 903.3.4 Actuation. Automatic sprinkler systems shall be automatically actuated unless specifically provided for in this code. 903.3.5 Water supplies. Water supplies for automatic sprinkler systems shall comply with this section and the standards referenced in Section 903.3.1. The potable water supply shall be protected against backflow in accordance with Health and Safely Code 13114.7. For connections to public waterworks systems, the water supply test used for design of fire protection systems shall be adjusted to account for seasonal and daily pressure fluctuations based on information from the water supply authority and as approved by the fire code official. 903.3.5.1 Domestic services. Where the domestic ser- vice provides the water supply for the automatic sprin- kler system, the supply shall be in accordance with this section. 903.3.5.2 Residential combination services. A single combination water supply shall be allowed provided that the domestic demand is added to the sprinkler demand as required by NFPA 13R. 903.3.6 Hose threads. Fire hose threads and fittings used in connection with automatic sprinkler systems shall be as prescribed by the fire code official. 903.3.7 Fire department connections. Fire department connections for automatic sprinkler systems shall be installed in accordance with Section 912. 903.3.8 Limited area sprinkler systems. Limited area sprinkler systems shall be in accordance with the standards listed in Section 903.3.1 except as provided in Sections 903.3.8.1 through 903.3.8.5. 903.3.8.1 Number of sprinklers. Limited area sprin- kler systems shall not exceed six sprinklers in any sin- gle fire area. 903.3.8.2 Occupancy hazard classification. Only areas classified by NFPA 13 as Light Hazard or Ordi- nary Hazard Group I shall be permitted to be protected by limited area sprinkler systems. 903.3.8.3 Piping arrangement. Where a limited area sprinkler system is installed in a building with an auto- matic wet standpipe system, sprinklers shall be sup- plied by the standpipe system. Where a limited area sprinkler system is installed in a building without an automatic wet standpipe system, water shall be permit- ted to be supplied by the plumbing system provided that the plumbing system is capable of simultaneously supplying domestic and sprinkler demands. 903.38.4 Supervision. Control valves shall not be installed between the water supply and sprinklers unless the valves are of an approved indicating type that are supervised or secured in the open position. 903.3.8.5 Calculations. Hydraulic calculations in accordance with NFPA 13 shall be provided to demon- strate that the available water flow and pressure are adequate to supply all sprinklers installed in any single fire area with discharge densities corresponding to the hazard classification. 903.3.9 Floor control valves. Floor control valves and waterfiow detection assemblies shall be installed at each floor where any of the following occur: Buildings where the floor level of the highest story is located more than 30 feel above the lowest level of fire department vehicle access. Buildings that are four or more stories in height. Buildings that are two or more stories below the highest level offire department vehicle access. Exception: Group R-3 and R-3.1 occupancies floor control valves and u,aterflow detection assemblies shall not be required. 903.4 Sprinkler system supervision and alarms. Valves controlling the water supply for automatic sprinkler systems, pumps, tanks, water levels and temperatures, critical air pres- sures and waterfiow switches on all sprinkler systems shall be electrically supervised by a listed fire alarm control unit. Exceptions: Automatic sprinkler systems protecting one- and two-family dwellings. Limited area sprinkler systems in accordance with Section 903.3.8. Automatic sprinkler systems installed in accordance with NFPA 13R where a common supply main is used to supply both domestic water and the auto- matic sprinkler system, and a separate shutoff valve for the automatic sprinkler system is not provided. Jockey pump control valves that are sealed or locked in the open position. Control valves to commercial kitchen hoods, paint spray booths or dip tanks that are sealed or locked in the open position. Valves controlling the fuel supply to fire pump engines that are sealed or locked in the open posi- tion. Trim valves to pressure switches in dry, preaction and deluge sprinkler systems that are sealed or locked in the open position. 903.4.1 Monitoring. Alarm, supervisory and trouble sig- nals shall be distinctly different and shall be automatically transmitted to an approved supervising station or, where approved by the fire code official, shall sound an audible signal at a constantly attended location. Exceptions: 1. Underground key or hub valves in roadway boxes provided by the municipality or public utility are not required to be monitored. 152 2016 CALIFORNIA FIRE CODE Copyright 02016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Ktausbruckneron Dec 19.20166:54:30 AM pursuant to License Agreement with CA BSC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. FIRE PROTECTION SYSTEMS 2. Backflow prevention device test valves located in limited area sprinkler system supply piping shall be locked in the open position. In occupancies required to be equipped with a fire alarm system, the backflow preventer valves shall be electri- cally supervised by a tamper switch installed in accordance with NFPA 72 and separately annun- ciated. 903.4.2 Alarms. One exterior approved audible device, located on the exterior of the building in an approved location, shall be connected to each automatic sprinkler system. Such sprinkler water-flow alarm devices shall be activated by water flow equivalent to the flow of a single sprinkler of the smallest orifice size installed in the sys- tem. Where a fire alarm system is installed, actuation of the automatic sprinkler system shall actuate the building fire alarm system. Visible alarm notification appliances shall not be required except when required by Section 907. 903.4.3 Floor control valves. Approved supervised indi- cating control valves shall be provided at the point of con- nection to the riser on each floor in high-rise buildings and Group 1-2 occupancies having occupied floors located more than 75 feet above the lowest level offire department vehicle access. 903.5 Testing and maintenance. Sprinkler systems shall be tested and maintained in accordance with Section 901. 903.6 Where required in existing buildings and struc- tures. An automatic sprinkler system shall be provided in existing buildings and structures where required in Chapter 11. SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS 904.1 General. Automatic fire-extinguishing systems, other than automatic sprinkler systems, shall be designed, installed, inspected, tested and maintained in accordance with the pro- visions of this section and the applicable referenced stan- dards. [California Code of Regulations, Title 19, Division 1, §904(á)(2)J Required Inspection,. Testing, and Maintenance Frequencies. (2) Engineered and pre-engineered fixed extinguishing systems shall be inspected, tested and maintained at least semi-annually, and immediately after a system activation. [California Code of Regulations, Title 19, Division 1, §904(c)J Required Inspection, Testing, and Maintenance Frequencies. (c) Engineered and pre-engineered fixed extinguishing systems, regardless of installation dale, shall be inspected, tested and maintained within the time periods specified in California Code of Regulations, Title 19, Division 1, Sec- tion 904(a) (2) above. [California Code of Regulations, Title 19, Division 11, §904.7(a) through (c)/ Inspection, Testing, and Mainte- nance Requirements for Engineered and Pre-engineered Fixed Extinguishing Systems. Inspection, Testing, and Maintenance shall be peiformed in accordance with: I California Code of Regulations, Title 19, Division I) Section 904'a)('2), I the manufacturer's written instructions, which are approved and on file with the Office of the State Fire Mdr- shal; and the applicable standards adopted in California Code of Regulations, Title 24, Part 9, (California Fire Code). 904.1.1 Certification of service personnel for fire-extin- guishing equipment. Service personnel providing or con- ducting maintenance on automatic fire-extinguishing systems, other than automatic sprinkler systems, shall pos- sess a valid certificate issued by an approved governmen- tal agency, or other approved organization for the type of system and work performed. I 904.2 Where permitted. Automatic fire-extinguishing sys- tems installed as an alternative to the required automatic sprinkler systems of Section 903 shall be approved by the fir code official. I 904.2.1 Restriction on using automatic sprinkler sys- tem exceptions or reductions. Automatic fire-extinguish ing systems shall not be considered alternatives for the purposes of exceptions or reductions allowed for auto matic sprinkler systems or by other requirements of this code. I 904.2.2 Commercial hood and duct systems. Each required commercial kitchen exhaust hood and duct sys tern required by Section 609 to have a Type I hood shall be protected with an approved automatic fire-extinguishing system installed in accordance with this code. I 904.3 Installation. Automatic fire-extinguishing systems shall be installed in accordance with this section. 904.3.1 Electrical wiring. Electrical wiring shall be in accordance with the California Electrical Code. 904.3.2 Actuation. Automatic fire-extinguishing systems shall be automatically actuated and provided with a man- ual means of actuation in accordance with Section 904.11.1. Where more than one hazard could be simulta- neously involved in fire due to their proximity, all hazards shall be protected by a single system designed to protect all hazards that could become involved. Exception: Multiple systems shall be permitted to be installed if they are designed to operate simultaneously. 904.3.3 System interlocking. Automatic equipment inter- locks with fuel shutoffs, ventilation controls, door closers, window shutters, conveyor openings, smoke and heat vents, and other features necessary for proper operation of the fire- extinguishing system shall be provided as required by the design and installation standard utilized for the hazard. 2016 CALIFORNIA FIRE CODE 153 IFI111 4141 ii ir i Copyright 0 2016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie KIau,bruckneron Dec 19.20166:54:30 AM pursuant to License Agreement with CA BSC. No further L ikvi U U Wi LI I reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. ATTACHMENT #10 BUILDING ACCESS - DOORS & ROADs HIGH-PILED COMBUSTIBLE STORAGE TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS SIZE OF HIGH-PILED ALL STORAGE AREAS (See Sections 3206, 3207 and 3208)b SOLID-PILED STORAGE, SHELF STORAGE AND PALLETIZED STORAGE STORAGE AREAa _____________ ___________ ___________ ___________ (see Section 3207.3) Automatic fire- extinguishing Fire detection system Building access Smoke and heat removal Maximum pile Maximum permissible Maximum CLASS COMMODITY (square feet) (see Sections 3206.2 and 3206 .4) system (see Section (see Section (see Section (see S6ection dimension' (feet) storage height" pile volume (cubic feet) 3206.4) 3206.5) 3206.6) 320.7) (feet) 0-500 Not Not Not Not Not Not Not Required' Required Required' Required Required Required Required 501-2,500 Not Required' Yes' Not Required' No Not Required 100 40 100,000 2,501-12,000 Public accessible Yes Not Required Not Required' Not Required 100 40 400,000 2,501-12,000 Not Not Not Nonpublic accessible Yes Required Required' Required 100 40 400,000 (Option 1) '-Iv 2,501-12,000 Not Nonpublic accessible Required' Yes Yes Ye& 200,000 100 3 0r (Option 2) 12,001-20,000 Yes Not Yes Required Ye& 100 40 400,000 20,001-500,000 Yes Not Yes Yes' Required 100 40 400,000 Greater than 500,000 Yes Not Required Yes Yes' 100 40 400,000 0-500 Not Not Not Not 50 Not Not Required' Required Required' Required Required Required 501-2,500 Yes Not Not Not 50 30 75,000 Public accessible Required Required' Required 501-2,500 Not Not Not Nonpublic accessible Yes Required Required' Required 50 30 75,000 High (Option 1) hazard 501-2,500 Not Nonpublic accessible Required' Yes Yes Yes 50,000 50 20 (Option 2) 2,501-300,000 Yes Not Yes Yes' Required 50 30 75,000 300 '001_500,000g h Yes Not Yes Required Yes 50 30 75,000 For ST: I foot = 304.8 mm, 1 cubic foot = 0.02832 m3, 1 square foot = 0.0929 m2. Where automatic sprinklers are required for reasons other than those in Chapter 32, the portion of the sprinkler system protecting the high-piled storage area shall be designed and installed in accordance with Sections 3207 and 3208. For aisles, see Section 3206.9. Piles shall be separated by aisles complying with Section 3206.9. For storage in excess of the height indicated, special fire protection shall be provided in accordance with Note g where required by the fire code official. See Chapters 51 and 57 for special limitations for aerosols and flammable and combustible liquids, respectively. Section 503 shall apply for fire apparatus access. For storage exceeding 30 feet in height, Option I shall be used. Special fire protection provisions including, but not limited to, fire protection of exposed steel columns; increased sprinkler density; additional in-rack sprinklers, without associated reductions in ceiling sprinkler density; or additional fire department hose connections shall be provided when required by the fire code official. High-piled storage areas shall not exceed 500,000 square feet. A 2-hour fire wall constructed in accordance with Section 706 of the California Building Code shall be used to divide high-piled storage exceeding 500,000 square feet in area. Not required where an automatic fire-extinguishing system is designed and installed to protect the high-piled storage area in accordance with Sections 3207 and 3208. Not required where storage areas irith an exit access travel distance 01250 feel (76 200 nun) or less are protected by either early suppression fast response (ESFR) sprinkler systems or control mode special application sprinklers with a response time index of 50 (m - s)'° or less that are listed to control a fire in the stored commodities with 12 or fewer sprinklers, installed in accordance with Section 903.3.1.1. 374 2016 CALIFORNIA FIRE CODE I i i i l.1 I opyrighl2oI6CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klausbrucknero, Dec 19.20166:54:30AM pursuant to License Agreement will, CA B$C. No further k i j A. J I I reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. HIGH-PILED COMBUSTIBLE STORAGE 3206.3.1 Separation from other uses. Mixed occupan- cies shall be separated in accordance with the California Building Code. 3206.3.2 Multiple high-piled storage areas. Multiple high-piled storage areas shall be in accordance with Sec- tion 3206.3.2.1 or 3206.3.2.2. 3206.3.2.1 Aggregate area. The aggregate of all high- piled storage areas within a building shall be used for the application of Table 3206.2 unless such areas are separated from each other by 1-hour fire barriers con- structed in accordance with Section 707 of the Califor- nia Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire protection rating. 3206.3.2.2 Multiclass high-piled storage areas. High- piled storage areas classified as Class I through IV not separated from high-piled storage areas classified as high hazard shall utilize the aggregate of all high-piled storage areas as high hazard for the purposes of the application of Table 3206.2. To be considered as sepa- rated, 1-hour fire barriers shall be constructed in accor- dance with Section 707 of the California Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire protection rating. Exception: As provided for in Section 3204.2. 3206.4 Automatic sprinklers. Automatic sprinkler systems shall be provided in accordance with Sections 3207, 3208 and 3209. 3206.4.1 Pallets. Automatic sprinkler system require- ments based upon the presence of pallets shall be in accor- dance with NFPA 13. 3206.4.1.1 Plastic pallets. Plastic pallets listed and labeled in accordance with UL 2335 or FM 4996 shall be treated as wood pallets for determining required sprinkler protection. 3206.5 Fire detection. Where fire detection is required by Table 3206.2, an approved automatic fire detection system shall be installed throughout the high-piled storage area. The system shall be monitored and be in accordance with Section 907. 3206.6 Building access. Where building access is required by Table 3206.2, fire apparatus access roads in accordance with Section 503 shall be provided within 150 feet (45 720 mm) of all portions of the exterior walls of buildings used for high-piled storage. Exception: Where fire apparatus access roads cannot be installed because of topography, railways, waterways, nonnegotiable grades or other similar conditions, the fire code official is authorized to require additional fire protec- tion. 3206.6.1 Access doors. Where building access is required by Table 3206.2, fire department access doors shall be provided in accordance with this section. Access doors shall be accessible without the use of a ladder. 3206.6.1.1 Number of doors required. Not less than one access door shall be provided in each 100 linear feet (30 480 mm), or fraction thereof, of the exterior walls that face required fire apparatus access roads. The required access doors shall be distributed such that the lineal distance between adjacent access doors does not exceed 100 feet (30 480 mm). Exception: The linear distance between adjacent access doors is allowed to exceed 100 feet (30 480 mm) in existing buildings where no change in occu- pancy is proposed. The number and distribution of access doors in existing buildings shall be approved. 3206.6.1.2 Door size and type. Access doors shall be not less than 3 feet (914 mm) in width and 6 feet 8 inches (2032 mm) in height. Roll-up doors shall not be used unless approved. 3206.6.1.3 Locking devices. Only approved locking devices shall be used. 3206.7 Smoke and heat removal. Where smoke and heat removal is required by Table 3206.2 it shall be provided in accordance with Section 910. 3206.8 Fire department hose connections. Where exit pas- sageways are required by the California Building Code for egress, a Class I standpipe system shall be provided in accor- dance with Section 905. 3206.9 Aisles. Aisles providing access to exits and fire department access doors shall be provided in high-piled stor- age areas exceeding 500 square feet (46 m2), in accordance with Sections 3206.9.1 through 3206.9.3. Aisles separating storage piles or racks shall comply with NFPA 13. Aisles shall also comply with Chapter 10. Exception: Where aisles are precluded by rack storage systems, alternate methods of access and protection are allowed when approved. 3206.9.1 Width. Aisle width shall be in accordance with Sections 3206.9.1.1 and 3206.9.1.2. Exceptions: Aisles crossing rack structures or storage piles, that are used only for employee access, shall be not less than 24 inches (610 mm) wide. Aisles separating shelves classified as shelf stor- age shall be not less than 30 inches (762 mm) wide. 3206.9.1.1 Sprinklered buildings. Aisles in sprin- klered buildings shall be not less than 44 inches (1118 mm) wide. Aisles shall be not less than 96 inches (2438 mm) wide in high-piled storage areas exceeding 2,500 square feet (232 rn2) in area, that are accessible to the public and designated to contain high-hazard commodi- ties. Exception: Aisles in high-piled storage areas exceeding 2,500 square feet (232 m2) in area, that are accessible to the public and designated to con- tain high-hazard commodities, are protected by a sprinkler system designed for multiple-row racks of 2016 CALIFORNIA FIRE CODE 375 I i i r i Copyright 02016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klausbrucknrr on Dec 19,2016 6:543o AM pursuant to License Agreement with CA BSC. No further LIIM 1111 1lJ k I I reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBIEcTTO CIVIL AND CRIMINAL PENALTIES THEREUNDER. FIRE SERVICE FEATURES FIRE DEPARTMENT MASTER KEY. FIRE LANE. KEY BOX. TRAFFIC CALMING DEVICES. SECTION 503 FIRE APPARATUS ACCESS ROADS 503.1 Where required. Fire apparatus access roads shall be provided and maintained in accordance with Sections 503. 1.1 through 503.1.3. 503.1.1 Buildings and facilities. Approved fire appara- tus access roads shall be provided for every facility, building or portion of a building hereafter constructed or moved into or within the jurisdiction. The fire apparatus access road shall comply with the requirements of this section and shall extend to within 150 feet (45 720 mm) of all portions of the facility and all portions of the exte- rior walls of the first story of the building as measured by an approved route around the exterior of the building or facility. Exceptions: The fire code official is authorized to increase the dimension of 150 feet (45 720 mm) where any of the following conditions occur: 1.1. The building is equipped throughout with an approved automatic sprinkler system installed in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3. 1.2. Fire apparatus access roads cannot be installed because of location on property, topography, waterways, nonnegotiable grades or other similar conditions, and an approved alternative means of fire protection is provided. 1.3. There are not more than two Group R-3 or Group U occupancies. Where approved by the fire code official, fire apparatus access roads shall be permitted to be exempted or modified for solar photovoltaic power generation facilities. 503.1.2 Additional access. The fire code official is autho- rized to require more than one fire apparatus access road based on the potential for impairment of a single road by vehicle congestion, condition of terrain, climatic condi- tions or other factors that could limit access. 503.1.3 High-piled storage. Fire department vehicle access to buildings used for high-piled combustible stor- age shall comply with the applicable provisions of Chapter 32. '503.2 Specifications. Fire apparatus access roads shall be installed and arranged in accordance with Sections 503.2.1 through 503.2.8. [Caljfornia Code of Regulations, Title 19, Division 1, §3.05(a)] Fire Department Access and Egress. (Roads) (a) Roads. Required access roads from every building to a public street shall be all-weather hard-surfaced (suitable for use by fire apparatus) right-of-way not less than 20 feel in width. Such right-of-way shall be unobstructed and maintained only as access to the public street. Exception: The enforcing agency may waive or mno45i this requirement if in his opinion such all-weather hard-suifaced condition is not necessary in the interest of public safety and welfare. 503.2.1 Dimensions. Fire apparatus access roads shall have an unobstructed width of not less than 20 feet (6096 mm), exclusive of shoulders, except for approved security gates in accordance with Section 503.6, and an unob- structed vertical clearance of not less than 13 feet 6 inches (4115 mm). 503.2.2 Authority. The fire code official shall have the authority to require or permit modifications to the required access widths where they are inadequate for fire or rescue operations or where necessary to meet the public safety objectives of the jurisdiction. 503.2.3 Surface. Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be surfaced so as to-provide all- weather driving capabilities. 503.2.4 Turning radius. The required turning radius of a fire apparatus access road shall be determined by the fire code official. 503.2.5 Dead ends. Dead-end fire apparatus access roads in excess of 150 feet (45 720 mm) in length shall be pro- vided with an approved area for turning around fire appa- ratus. '503.2.6 Bridges and elevated surfaces. Where a bridge or an elevated surface is part of a fire apparatus access road, the bridge shall be constructed and maintained in accordance with AASHTO HB-17. Bridges and elevated surfaces shall be designed for a live load sufficient to carry the imposed loads of fire apparatus. Vehicle load limits shall be posted at both entrances to bridges where required by the fire code official. Where elevated surfaces designed for emergency vehicle use are adjacent to surfaces that are not designed for such use, approved barriers, approved signs or both shall be installed and maintained where required by the fire code official. 503.2.7 Grade. The grade of the fire apparatus access road shall be within the limits established by the fire code offi- cial based on the fire department's apparatus. 503.2.8 Angles of approach and departure. The angles of approach and departure for fire apparatus access roads shall be within the limits established by the fire code offi- cial based on the fire department's apparatus. 503.3 Marking. Where required by the fire code official, approved signs or other approved notices or markings that 94 2016 CALIFORNIA FIRE CODE Copyright 02016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klausbruckncr on Dec 59. =66:54:30 AM pursuant to License Agreement with CA BSC. No further I] 1I11Ii I reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. FIRE SERVICE FEATURES include the words NO PARKING—FIRE LANE shall be provided for fire apparatus access roads to identify such roads or prohibit the obstruction thereof. The means by which fire lanes are designated shall be maintained in a clean and legible condition at all times and be replaced or repaired when neces- sary to provide adequate visibility. 503.4 Obstruction of fire apparatus access roads. Fire apparatus access roads shall not be obstructed in any manner, including the parking of vehicles. The minimum widths and clearances established in Sections 503.2.1 and 503.2.2 shall be maintained at all times. 503.4.1 Traffic calming devices. Traffic calming devices shall be prohibited unless approved by the fire code offi- cial. 503.5 Required gates or barricades. The fire code official is authorized to require the installation and maintenance of gates or other approved barricades across fire apparatus access roads, trails or other accessways, not including public streets, alleys or highways. Electric gate operators, where provided, shall be listed in accordance with UL 325. Gates intended for automatic operation shall be designed, con- structed and installed to comply with the requirements of ASTM F2200. 503.5.1 Secured gates and barricades. Where required, gates and barricades shall be secured in an approved man- ner. Roads, trails and other accessways that have been closed and obstructed in the manner prescribed by Section 503.5 shall not be trespassed on or used unless authorized by the owner and the fire code official. Exception: The restriction on use shall not apply to public officers acting within the scope of duty. 503.5.2 Fences and Gales. School grounds may be fenced and gates therein may be equipped with locks, provided that safe dispersal areas based on 3 square feel (0.28 mtm) per occupant are located between the school and the fence. Such required safe dispersal areas shall not be located less than 50 feet (/5 240 mm) from school build- ings. Every public and private school shall conform with Sec- lion 32020 of the Education Code which slates: The governing board of every public school district, and the governing authority of evely pri- vate school, which maintains any building used for the instruction or housing of school pupils on land entirely enclosed (except for building walls) by fences of walls, shall, through cooperation with the local law enforcement andfire-protection agencies having jurisdiction of the area, make provision for the erection of gales in such fences or walls. The gales shall be of sufficient size to permit the entrance of the ambulances, p0/ice equipment andfire-fighting apparatus used by the law enforcement and fire-protection agencies. There shall be no less than one such access gate and there shall be as many such gates as needed to assure access to all major buildings and ground areas. If such gates are to be equipped with locks, the locking devices shall be designed to permit ready entrance by the use of the chain or bolt-cutting devices with which the local lmv enforcement and fire-protection agencies may be equipped. 503.6 Security gates. The installation of security gates across a fire apparatus access road shall be approved by the fire chief. Where security gates are installed, they shall have an approved means of emergency operation. The security gates and the emergency operation shall be maintained operational at all times. Electric gate operators, where provided, shall be listed in accordance with UL 325. Gates intended for auto- matic operation shall be designed, constructed and installed to comply with the requirements ofASTM F2200. SECTION 504 ACCESS TO BUILDING OPENINGS AND ROOFS 504.1 Required access. Exterior doors and openings required by this code or the California Building Code shall be main- tained readily accessible for emergency access by the fire department. An approved access walkway leading from fire apparatus access roads to exterior openings shall be provided when required by the fire code official. (California Code of Regulations, Title 19, Division 1, §3.05(b)! Fire Department Access and Egress. (Roofs) 'b) Roofs. No person shall install or maintain any security barrier such as barbed wire fencing, razor wire fencing, chain link fencing, or any other fencing material, cable, aerial, antenna, or other obstruction on the roof of any com- mercial establishment in such a manner as to obstruct or ren- der egress or access hazardous in the event offire or other emergency. Exception: Guy wire, rods and aerial antenna masts may be attached to a roof structure having a slope of less than 30 degrees provided there isfimil clearance of seven feet or more between the roof and said obstruction. Guy wire or rods required to support aerial or antenna masts may be attached to a roof structure a lateral distance from the mast not in excess of one-sixth the height of the mast. 504.2 Maintenance of exterior doors and openings. Exte- rior doors and their function shall not be eliminated without prior approval. Exterior doors that have been rendered non- functional and that retain a functional door exterior appear- ance shall have a sign affixed to the exterior side of the door with the words THIS DOOR BLOCKED. The sign shall con- sist of letters having a principal stroke of not less than 3/ inch (19.1 mm) wide and not less than 6 inches (152 mm) high on a contrasting background. Required fire department access doors shall not be obstructed or eliminated. Exit and exit access doors shall comply with Chapter 10. Access doors for high-piled combustible storage shall comply with Section 3206.6.1. 504.3 Stairway access to roof. New buildings four or more stories above grade plane, except those with a roof slope greater than four units vertical in 12 units horizontal (33.3- percent slope), shall be provided with a stairway to the roof. Stairway access to the roof shall be in accordance with Sec- 2016 CALIFORNIA FIRE CODE 95 Copyright 02016 CA IISC. ALL RIGHTS RESERVED. Accessed by Ellie Klausbruckneron Dec 19.2016 654r30 AM pursuant to License Agreement with CA BSC. No further I[uJ1Is] TIM I reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBIECrTO CIVIL AND CRIMINAL PENALTIES THEREUNDER. ATTACHMENT #11 SMOKE & HEAT REMOVAL HIGH-PILED COMBUSTIBLE STORAGE TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS ALL STORAGE AREAS (See Sections 3206, 3207 and 3208)b SOLID-PILED STORAGE, SHELF STORAGE AND PALLETIZED STORAGE SIZE OF HIGH-PILED STORAGE AREA' _____________ ___________ ___________ ___________ (see Section 3207.3) Automatic fire- extinguishing Fire detection system Building access Smoke and heat removal Maximum pile Maximum permissible Maximum COMMODITY CLASS (square feet) (see Sections 3206.2 and 3206 .4) system (see Section (see Section (see Section (see Section dimension' (feet) storage heigh t" pile volume (cubic feet) 3206.4) 3206.5) 3206.6) 3206.7) (feet) 0-500 Not Not Not Not Not Not Not Required' Required Required' Required Required Required Required 501-2,500 Not Required' Yes' Not Required' Not Required 100 40 100,000 2,501-12,000 Yes Not Not Not 100 40 400,000 Public accessible Required Required' Required 2,501-12,000 Not Not Not Nonpublic accessible Yes Required Required' Required 100 40 400,000 (Option 1) I-Iv 2,501-12,000 Not Nonpublic accessible Required' Yes Yes Yes' 200,000 100 30r (Option 2) 12,001-20,000 Yes Not Required Yes Yes'100 40 400,000 20,001-500,000 Yes Not Required Yes Yes' 100 40 400,000 Greater than 500,000 ERequired]' Required - Not 50 Yes Yes' 100 40 400,000 000 Not Not Not Not Not Required Required' Required Required Required 501-2,500 Yes Not Not Not 50 30 75,000 Public accessible Required Required' Required 501-2,500 Not Not Not Nonpublic accessible Yes Required Required' Required 50 30 75,000 High (Option 1) hazard 501-2,500 Not Nonpublic accessible Required' Yes Yes Ye& 50,000 50 20 (Option 2) 2,501-300,000 Yes Not Yes Required Yesi 50 30 75,000 300,001-500.000' Yes Not Yes Required Yes' 50 30 75,000 For ST: I foot = 304.8 mm, I cubic foot = 0.02832 m3, I square foot = 0.0929 m2. Where automatic sprinklers are required for reasons other than those in Chapter 32, the portion of the sprinkler system protecting the high-piled storage area shall be designed and installed in accordance with Sections 3207 and 3208. For aisles, see Section 3206.9. Piles shall be separated by aisles complying with Section 3206.9. For storage in excess of the height indicated, special fire protection shall be provided in accordance with Note g where required by the fire code official. See Chapters 51 and 57 for special limitations for aerosols and flammable and combustible liquids, respectively. Section 503 shall apply for fire apparatus access. For storage exceeding 30 feet in height, Option I shall be used. Special fire protection provisions including, but not limited to, fire protection of exposed steel columns; increased sprinkler density; additional in-rack sprinklers, without associated reductions in ceiling sprinkler density; or additional fire department hose connections shall be provided when required by the fire code official. High-piled storage areas shall not exceed 500,000 square feet. A 2-hour fire wall constructed in accordance with Section 706 of the California Building Code shall be used to divide high-piled storage exceeding 500,000 square feet in area. Not required where an automatic tire-extinguishing system is designed and installed to protect the high-piled storage area in accordance with Sections 3207 and 3208. Not required where storage areas with an exit access travel distance of 250 feel (76 200 n,nt) or less are protected by either early suppression fast response (ESFR) sprinkler systems or control mode special application sprinklers with a response time index of 50 (m s)'° or less that are listed to control a fire in the stored commodities with 12 or fewer sprinklers, installed in accordance with Section 903.3.1.1. 374 2016 CALIFORNIA FIRE CODE Copyright 02016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klausbruckneron Dec tO, 2016 6:54:30 AM pursuant to License Agyeemcnt with CA BSC. No (tither iJ iIJ1IJ [N reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. FIRE PROTECTION SYSTEMS IBF1 909.21.1.1 Use of ventilation systems. Ventila- tion systems, other than hoistway supply air systems, are permitted to be used to exhaust air from adjacent spaces on the fire floor, two floors immediately below and one floor immediately above the fire floor to the building's exterior where necessary to maintain posi- tive pressure relationships as required in Section 909.21.1 during operation of the elevator shaft pressur- ization system. IBFI 909.21.2 Rational analysis. A rational analysis com- plying with Section 909.4 shall be submitted with the con- struction documents. IBF1 909.21.3 Ducts for system. Any duct system that is part of the pressurization system shall be protected with the same fire-resistance rating as required for the elevator shaft enclosure. IBFI 909.2.1.4 Fan system. The fan system provided for the pressurization system shall be as required by Sections 909.21.4.1 through 909.21.4.4. IBF1 909.21.4.1 Fire resistance. Where located within the building, the fan system that provides the pressur- ization shall be protected with the same fire-resistance rating required for the elevator shaft enclosure. IBF1 909.21.4.2 Smoke detection. The fan system shall be equipped with a smoke detector that will auto- matically shut down the fan system when smoke is detected within the system. IBFI 909.21.4.3 Separate systems. A separate fan sys- tem shall be used for each elevator hoistway. JBFI 909.21 .4.4 Fan capacity. The supply fan shall be either adjustable with a capacity of not less than 1,000 cfm (0.4719 m3/s) per door, or that specified by a regis- tered design professional to meet the requirements of a designed pressurization system. IBFI 909.21.5 Standby power. The pressurization system shall be provided with standby power in accordance with Section 604. IBFI 909.21.6 Activation of pressurization system. The elevator pressurization system shall be activated upon acti- vation of either the building fire alarm system or the eleva- tor lobby smoke detectors. Where both a building fire alarm system and elevator lobby smoke detectors are pres- ent, each shall be independently capable of activating the pressurization system. [BFJ 909.21.7 Testing. Testing for performance shall be required in accordance with Section 909.18.8. System acceptance shall be in accordance with Section 909.19. IBF1 909.21.8 Marking and identification. Detection and control systems shall be marked in accordance with Section 909.14. IBF1 909.21.9 Control diagrams. Control diagrams shall be provided in accordance with Section 909.15. [BFI 909.2.1.10 Control panel. A control panel comply- ing with Section 909.16 shall be provided. IBFi 909.21.11 System response time. Hoistway pressur- ization systems shall comply with the requirements for smoke control system response time in Section 909.17. SECTION 910 SMOKE AND HEAT REMOVAL 910.1 General. Where required by this code, smoke and heat vents or mechanical smoke removal systems shall conform to the requirements of this section. 910.2 Where required. Smoke and heat vents or a mechani- cal smoke removal system shall be installed as required by Sections 910.2.1 and 910.2.2. Exceptions: I. Frozen food warehouses used solely for storage of Class I and H commodities where protected by an approved automatic sprinkler system. Smoke and heat removal shall not be required in areas of buildings equipped with early suppression fast-response (ESFR) sprinklers. Smoke and heat removal shall not be required in areas of buildings equipped with control mode spe- cial application sprinklers with a response time index of 50 (m . S)112 or less that are listed to control a fire in stored commodities with 12 or fewer sprin- klers. 910.2.1 Group F-I or S-i. Smoke and heat vents installed in accordance with Section 910.3 or a mechanical smoke removal system installed in accordance with Section 910.4 shall be installed in buildings and portions thereof used as a Group F-I or S-I occupancy having more than 50,000 square feet (4645 m2) of undivided area. In occupied por- tions of a building equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, where the upper surface of the story is not a roof assembly, a mechanical smoke removal system in accordance with Section 910.4 shall be installed. Exception: Group F-i aircraft manufacturing build- ings and Group S-I aircraft repair hangars. 9.10.2.2 High-piled combustible storage. Smoke and heat removal required by Table 3206.2 for buildings and por- tions thereof containing high-piled combustible storage shall be installed in accordance with Section 910.3 in unsprinklered buildings. In buildings and portions thereof containing high-piled combustible storage equipped throughout with an automatic sprinkler system in accor- dance with Section 903.3.1.1, a smoke and heat removal system shall be installed in accordance with Section 910.3 or 910.4. In occupied portions of a building equipped throughout with an automatic sprinkler system in accor- dance with Section 903.3.1.1 where the upper surface of the story is not a roof assembly, a mechanical smoke removal system in accordance with Section 910.4 shall be installed. * ** 2016 CALIFORNIA FIRE CODE 193 I111F I 1 1 1 I i F I Copyright 02016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klausbruckncr On Dec 19.20166:54130 AM pursuant to License Agreement with CA BSC. No further I Jkrl IJIJ hulL I reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACIAND THE LICENSE AGREEMENT. AND SUBJEcTTO CIVIL AND CRIMINAL PENALTIES THEREUNDER. FIRE PROTECTION SYSTEMS 910.3 Smoke and heat vents. The design and installation of smoke and heat vents shall be in accordance with Sections 910.3.1 through 910.3.3. 910.3.1 Listing and labeling. Smoke and heat venth shall be listed and labeled to indicate compliance with UL 793, .41 FM 4430, or ]CC ESAC 331. 910.3.2 Smoke and heat vent locations. Smoke and heat vents shall be located 20 feet (6096 mm) or more from adjacent lot lines and fire walls and 10 feet (3048 mm) or more from fire barriers. Vents shall be uniformly located within the roof in the areas of the building where the vents are required to be installed by Section 910.2, with consid- eration given to roof pitch, sprinkler location and struc- tural members. 910.3.3 Smoke and heat vents area. The required aggre- gate area of smoke and heat vents shall be calculated as follows: For buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1: A= V/9000 (Equation 9-4) where: = The required aggregate vent area (ft). V = Volume (f1) of the area that requires smoke removal. For unsprinklered buildings: A = AFA/50 (Equation 9-5) where: A = The required aggregate vent area (ft). AFA = The area of the floor in the area that requires smoke removal. 910.4 Mechanical smoke removal systems. Mechanical smoke removal systems shall be designed and installed in accordance with Sections 910.4.1 through 910.4.7. 910.4.1 Automatic sprinklers required. The building shall be equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1. 910.4.2 Exhaust fan construction. Exhaust fans that are part of a mechanical smoke removal system shall be rated for operation at 221 *F (105°C). Exhaust fan motors shall be located outside of the exhaust fan air stream. 910.4.3 System design criteria. The mechanical smoke removal system shall be sized to exhaust the building at a minimum rate of two air changes per hour based upon the volume of the building or portion thereof without contents. The capacity of each exhaust fan shall not exceed 30,000 cubic feet per minute (14.2 M3 /sec). 910.4.3.1 Makeup air. Makeup air openings shall be provided within 6 feet (1829 mm) of the floor level. Operation of makeup air openings shall be manual or automatic. The minimum gross area of makeup air inlets shall be 8 square feet per 1,000 cubic feet per minute (0.74 m2 per 0.4719 m3/s) of smoke exhaust. 910.4.4 Activation. The mechanical smoke removal sys- tem shall be activated by manual controls only. 910.4.5 Manual control location. Manual controls shall be located so as to be accessible to the fire service from an exterior door of the building and protected against interior fire exposure by not less than 1-hour fire barriers con- structed in accordance with Section 707 of the California Building Code or horizontal assemblies constructed in accordance with Section 711 of the California Building Code, or both. 910.4.6 Control wiring. Wiring for operation and control of mechanical smoke removal systems shall be connected ahead of the main disconnect in accordance with Section 701.12E of the California Electrical Code and protected against interior fire exposure to temperatures in excess of 1,000°F (538°C) for a period of not less than 15 minutes. 910.4.7 Controls. Where building air-handling and mechanical smoke removal systems are combined or where independent building air-handling systems are pro- vided, fans shall automatically shut down in accordance with the California Mechanical Code. The manual con- trols provided for the smoke removal system shall have the capability to override the automatic shutdown of fans that are part of the smoke removal system. 910.5 Maintenance. Smoke and heat vents and mechanical smoke removal systems shall be maintained in an operative condition in accordance with Section 910.5.1 or 910.5.2, respectively. 910.5.1 Smoke and heat vents. Smoke and heat vents shall be maintained in an operative condition in accor- dance with NFPA 204 and Section 910.5.1.1. 910.5.1.1 Fusible links. Fusible links for smoke and heat vents shall be replaced whenever fused, damaged or painted. 910.5.2 Mechanical smoke removal systems. Mechani- cal smoke removal systems shall be maintained in accor- dance with the equipment manufacturer's maintenance instructions and Sections 910.5.2.1 through 910.5.2.4. 910.5.2.1 Frequency. Systems shall be operationally tested not less than once per year. Testing shall include the operation of all system components, including con- trol elements. 910.5.2.2 Testing. Operational testing of the mechani- cal smoke removal system shall include all equipment such as fans, controls and make-up air openings. 910.5.2.3 Schedule. A routine maintenance and opera- tional testing program shall be initiated and a written schedule for routine maintenance and operational test- ing shall be established. 910.5.2.4 Written record. A written record ofmechan- ical smoke exhaust system testing and maintenance shall be maintained on the premises. The written record shall include the date of the maintenance, identification of the servicing personnel and notification of any unsat- isfactory condition and the corrective action taken, including parts replaced. 194 2016 CALIFORNIA FIRE CODE Copyright 62016 CA BSC. ALL RIGHTS RESERVED. Accessed by Elite Klausbruckner on Dec 19,20166:54:3o AM pursuant to License Agreement with CA BSC. No further I] 111I] 1W reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. ATTACHMENT # 12 PORTABLE FIRE EXTINGUISHERS FIRE PROTECTION SYSTEMS > 6. Where the most remote portion of a floor or story is more than 150 feet (45 720 mm) from a hose connec- > tion, the fire code official is authorized to require that additional hose connections be provided in approved locations. The distances from a hose connection shall be measured along the path of travel. 905.4.1 Protection. Risers and laterals of Class I stand- pipe systems not located within an interior exit stairway shall be protected by a degree of fire resistance equal to that required for vertical enclosures in the building in which they are located. Exception: In buildings equipped throughout with an approved automatic sprinkler system, laterals that are not located within an interior exit stairway are not required to be enclosed within fire-resistance-rated construction. 905.4.2 Interconnection. In buildings where more than one standpipe is provided, the standpipes shall be inter- connected in accordance with NFPA 14. 905.5 Location of Class II standpipe hose connections. Class II standpipe hose connections shall be accessible and shall be located so that all portions of the building are within 30 feet (9144 mm) of a listed variable stream fog nozzle attached to 100 feet (30 480 mm) of hose. 905.5.1 Groups A-I and A-2. In Group A-I and A-2 occupancies with occupant loads of more than 1,000, hose connections shall be located on each side of any stage, on each side of the rear of the auditorium, on each side of the balcony, and on each tier of dressing rooms. 905.5.2 Protection. Fire-resistance-rated protection of ris- ers and laterals of Class 11 standpipe systems is not required. 905.5.3 Class H system 1-inch hose. A minimum I-inch (25 mm) hose shall be allowed to be used for hose stations in light-hazard occupancies where investigated and listed for this service and where approved by the fire code offi- cial. 905.6 Location of Class III standpipe hose connections. Class III standpipe systems shall have hose connections located as required for Class I standpipes in Section 905.4 and shall have Class 11 hose connections as required in Sec- tion 905.5. 905.6.1 Protection. Risers and laterals of Class Ill stand- pipe systems shall be protected as required for Class I sys- tems in accordance with Section 905.4.1. 905.6.2 Interconnection. In buildings where more than one Class III standpipe is provided, the standpipes shall be interconnected in accordance with NFPA 14. 905.7 Cabinets. Cabinets containing fire-fighting equipment, such as standpipes, fire hose, fire extinguishers or fire depart- ment valves, shall not be blocked from use or obscured from view. 905.7.1 Cabinet equipment identification. Cabinets shall be identified in an approved manner by a permanently attached sign with letters not less than 2 inches (51 mm) high in a color that contrasts with the background color, indicating the equipment contained therein. Exceptions: Doors not large enough to accommodate a wit- ten sign shall be marked with a permanently attached pictogram of the equipment contained therein. Doors that have either an approved visual identi- fication clear glass panel or a complete glass door panel are not required to be marked. 905.7.2 Locking cabinet doors. Cabinets shall be unlocked. Exceptions: Visual identification panels of glass or other approved transparent frangible material that is easily broken and allows access. Approved locking arrangements. Group 1-3 occupancies and in mental health areas of Group 1-2 occupancies. 905.8 Dry standpipes. Dry standpipes shall not be installed. Exception: Where subject to freezing and in accordance with NFPA 14. 905.9 Valve supervision. Valves controlling water supplies shall be supervised in the open position so that a change in the normal position of the valve will generate a supervisory signal at the supervising station required by Section 903.4. Where a fire alarm system is provided, a signal shall also be transmitted to the control unit. Exceptions: I. Valves to underground key or hub valves in road- way boxes provided by the municipality or public utility do not require supervision. 2. Valves locked in the normal position and inspected as provided in this code in buildings not equipped with a fire alarm system. 905.10 During construction. Standpipe systems required during construction and demolition operations shall be pro- vided in accordance with Section 3313. I 905.11 Existing buildings. Where required in Chapter 11, existing structures shall be equipped with standpipes installed in accordance with Section 905. SECTION 906 PORTABLE FIRE EXTINGUISHERS 906.1 Where required. Portable fire extinguishers shall be installed in all of the following locations: I. In new and existing Group A, B, E, F, H, I, L, M, R-1, R-2, R-2. 1, R-3. 1, R-4 and S occupancies. Exception: In Group R-2 occupancies, portable fire extinguishers shall be required only in locations specified in Items 2 through 6 where each dwelling unit is provided with a portable fire extinguisher having a minimum rating of I-A: I O-B:C. 2016 CALIFORNIA FIRE CODE 159 IIII 1 1 1 I.f Copyright 62016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Kbushruckneron Dec 19, 20166.54:30 AM pursuant to License Agreement edth CA BSC. No further k i 1 -1 iLl I reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBIECTTO CIVIL AND CRIMINAL PENALTIES THEREUNDER. FIRE PROTECTION SYSTEMS Within 30 feet (9144 mm) of commercial cooking equipment. In areas where flammable or èombustible liquids are stored, used or dispensed. On each floor of structures under construction, except Group R-3 occupancies, in accordance with Section 3315.1. Where required by the sections indicated in Table 906.1. Special-hazard areas, including but not limited to labo- ratories, computer rooms and generator rooms, where required by the fire code official. Large and small family day-care homes shall be equipped with a portable fire extinguisher having a minimum 2-A:10-B: C rating. Where required by California Code of Regulations, Title 19, Division 1. Within 30 feet (9144 men) of domestic cooking equip- ment located in a Group 1-2. [California Code of Regulations, Title 19, Division 1, §3.29(a) through dJJ Portable Fire Extinguishing Equip- lizent. General. Portable fire extinguishers conforming to the requirements of California Code of Regulations, Title 19, Division 1, Chapter 3, shall be installed and maintained in ...accordance with guides established therein. Special Coverage. Additional Class A, B and C units of adequate extinguishing potential shall be providedfor any other haard, as determined by the enforcing agency. Group A Occupancies. One additional Class 2-A unit shall be provided in Group A Occupancies as follows: (4) On each side of the stage or platform. Exception: Platforms 1000 square feel or less in area need have only one such extinguishing unit. (B) On each side of every fly gallery. ') In basements beneath the stage or platform. ('Dj) In every hallway or passageway leading to a dressing room. (E) In every property room, carpenter shop, or simni- lar workroom. Not less than one 10-B:C unit (not less than 4-B:C for existing extinguishers in existing occupancies) shall be provided: For each motor andfan room. Adjacent to each switchboard on the stage or platform. For each motion picture machine in projection rooms. Exception: One 20-B:C unit ('not less than 8-B:C for existing extinguishers in existing occupancies) in each projection room may be accepted as pro- viding substantially equal protection. TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS SECTION SUBJECT 303.5 Asphalt kettles 307.5 Open burning 308.1.3 Open flames-torches 309.4 Powered industrial trucks 2005.2 Aircraft towing vehicles 2005.3 Aircraft welding apparatus 2005.4 Aircraft fuel-servicing tank vehicles 2005.5 1 Aircraft hydrant fuel-servicing vehicles 2005.6 Aircraft fuel-dispensing stations 2007.7 Heliports and helistops 2108.4 Dry cleaning plants 2305.5 Motor fuel-dispensing facilities 2310.6.4 Marine motor fuel-dispensing facilities 2311.6 Repair garages 2404.4.1 Spray-finishing operations 2405.4.2 Dip-tank operations 2406.4.2 Powder-coating areas 2804.3 Lumberyards/woodworking facilities 2808.8 Recycling facilities 2809.5 Exterior lumber storage 2903.5 Organic-coating areas 3006.3 Industrial ovens 3104.12 Tents and membrane structures 3206.1 Rack storage 3315.1 Buildings under construction or demolition 3317.3 Roofing operations 3408.2 Tire rebuilding/storage 3504.2.6 Welding and other hot work 3604.4 Marinas 5203.6 Combustible fibers 5703.2.1 Flammable and combustible liquids, general 5704.3.3.1 Indoor storage of flammable and combustible liquids 5704 3 7 5 2 Liquid storage rooms for flammable and combustible liquids 5705.4.9 Solvent distillation units 5706 2 7 Farms and construction sites-flammable and combustible liquids storage 5706.4.10.1 Bulk plants and terminals for flammable and combustible liquids 5706.5.4.5 Commercial, industrial, governmental or manufac- turing establishments-fuel dispensing 5706.6.4 Tank vehicles for flammable and combustible liquids 5906.5.7 Flammable solids 6108.2 LP-gas 160 2016 CALIFORNIA FIRE CODE Copyright 0 n0t6 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klausbruckner on Dec 19.2016(554:30 AM pursuant 10 License Agreement with CA BSC. No further ill iuIiJE I reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES TH EREUNDER. FIRE PROTECTION SYSTEMS TITLE 19, DIVISION 1, SECTION 569, TABLE 3 Type of Basic Minimum Maximum Travel Hazard Extinguisher Distance to (in meters) Rating Extinguishers (in feet) SB 30 9.15 Light (low) JOB 50 15.25 Ordinary JOB 30 9.15 (moderate) 20B 50 15.25 Extr a (high) 40B 30 9.15 80B 50 15.25 Note 1. The specified rating does no: imply Ihalfires of the magnitudes indicated by these ratings will occur, but rather to give the operators more time and agent to handle difficult spilifires that may occur. Note 2. For fires involving water soluble flammable liquids, see Califorilia Code of Regulations, Title /9, Division I, Section 566(d). Note 3. For specific haard applications, see California Code of Regulations, Title /9, Division 1, Section 566. 'b) Two or more extinguishers of lower rating shall not be used to fulfill the protection requirements of California Code of Regulations, Title 19, Division 1, Section 569, Table 3. (c) The protection requirements may be fulfilled with extinguishers of high ratings, provided the travel distance to such larger extinguishers shall not exceed 50 feet (15.25 rn), as shown in California Code of Regulations, Title 19, Division 1, Section 569, Table 3. [California Code of Regulations, Title 19, Divisio,, 1, §5 70(a) through ('e)J Fire Extinguisher Size and Placement for Class B Fires in Flammable Liquids of Appreciable Depth. (a) Portable fire extinguishers shall not be installed as the sole protection for flammable liquid hazards of apprecia- ble depth [greater than '/4 inch (0.64 cm)] where the sur- face area exceeds 10 square feet (0.93 ,n). Exception: Where personnel who are trained in extin- guishing fires in the protected hazards are available on the premises, the maximum suiface area shall not exceed 20 square feet. (1.86 in2). (b) For flammable liquid hazards of appreciable depth, a Class Bfire extinguisher shall be provided on the basis of at least two numerical units of Class B extinguishing potential per square feet (0.0929 rn2) offlammnable liquid surface of the largest hazard area. For fires involving cooking grease or water-soluble flammable liquids, see California Code of Regulations, Title 19, Division 1, Sec- tion 566(b) and 566(d). Exception: AFFF- or FFFP-type extinguishers may be provided on the basis of a lB rating of protection per square foot of hazard. ('c) Two or more extinguishers of lower ratings shall not be used in lieu of the extinguisher requiredfor the largest hazard area. Exception: Up to three AFFF or FFFP extinguishers may be used to fulfill the requirements provided the sun, of the Class B ratings meets or exceeds the value requiredfor the largest hazard area. Travel distances for portable extinguishers shall not exceed 50 feet (15.25 ni,) as shown in California Code of Regulations, Title /9, Division 1, Section 569, Table 3. Scattered or widely separated hazards shall be individ- ually protected. An extinguisher in the proximity of a haz- ard shall be carefully located to be accessible in the presence of afire without undue danger to the operator. [California Code of Regulations, Title 19, Division 1, §571(a)] Fire Extinguisher Size and Place,nent for Class C Hazards. (a) Fire extinguishers with Class C ratings shall 'be required where energized electrical equipment can be encountered which would require a nonconducting extin- guishing medium. This requirement includes situations where fire either directly involves or surrounds electrical equipment. Since the fire itself is a Class A or Class B há:- arc!, the fire extinguishers shall be sized and located on the basis of the anticipated Class A or Class B hazard. Note: Electrical equipment should be de-energized as soon as possible to prevent reigniting. 906.3.1 Class A fire hazards. Portable fire extinguishers for occupancies that involve primarily Class A fire haz- ards, the minimum sizes and distribution shall comply with Table 906.3(1). TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS LIGHT ORDINARY EXTRA (Low) (Moderate) (High) HAZARD HAZARD HAZARD OCCUPANCY OCCUPANCY OCCUPANCY Minimum rated 2-Ac 2-A 4-A' single extinguisher Maximum floor area 3,000 1,500 1,000 per unit of A square feet square feet square feet Maximum floor area 11,250 11,250 11,250 for extinguisher" square feet square feet square feet' Maximum distance of 75 feet 75 feet 75 feet travel to extinguisher For SI: I foot = 304.8 mm, I square foot = 0.0929 m2, I gallon = 3.785 L. Two 2'/gallon water-type extinguishers shall be deemed the equivalent of one 4-A rated extinguisher. California Code of Regulations. Title /9, Division I, Chapter 3 concerning application of the maximum floor area criteria. Two water-type extinguishers each with a I-A rating shall be deemed the equivalent of one 2-A rated extinguisher for Light (Low) Hazaid Occupancies. I 906.3.2 Class B fire hazards. Portable fire extinguishers for occupancies involving flammable or combustible 1i4- uids with depths of less than or equal to 0.25-inch (6.4 mm) shall be selected and placed in accordance with Table 906.3(2). Portable fire extinguishers for occupancies involving flammable or combustible liquids with a depth of greater than 0.25-inch (6.4 mm) shall be selected and placed in accordance with California Code of Regulations, Title 19, Division I, Chapter 3. 2016 CALIFORNIA FIRE CODE 165 Copyright 0 2016 CA BSC. ALL RIGHTS RESERVED. Accessed by Clue KI,usbruckner on Dec 19.20166:54:30 AM pursuant to License Agreement with CA BSC. No further IIIITh1It1I i]jJ I reproduction or distribution suthoricd. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBIEcTTO CIVIL AND CRIMINAL PENALTIES THEREUNDER. FIRE PROTECTION SYSTEMS TABLE 906.3(2) FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS OF LESS THAN OR EQUAL TO 0.25-INCH' BASIC MINIMUM MAXIMUM DISTANCE OF TYPE OF HAZARD EXTINGUISHER TRAVEL TO RATING EXTINGUISHERS (feet) Light (Low) 5-13 30 10-B 50 Ordinary (Moderate) 10-B 30 20-B 50 Extra (High) 40-B 30 80-B 50 For SI: I inch =25.4mm, I foot 304.8mm. a. For requirements on water-soluble flammable liquids and alternative sizing criteria, see California Code of Regulations, Title 19, Division 1, Chapter 3. 906.3.3 Class C fire hazards. Portable fire extinguishers for Class C fire hazards shall be selected and placed on the basis of the anticipated Class A or B hazard. 906.3.4 Class D fire hazards. Portable fire extinguishers for occupancies involving combustible metals shall be selected and placed in accordance with California Code of Regulations, Title 19, Division 1, Chapter 3. 906.4 Cooking grease tires. Fire extinguishers provided for the protection of cooking grease fires shall be of an approved type compatible with the automatic fire-extinguishing system agent and in accordance with Section 904.12.5. [California Code of Regulations, Title 19, Division I, §573(a) through (c)J Fire Extinguisher Size and Placement for Commercial cooking Operations. 'a) Fire extinguishers with a Class K rating shall be pro- vided for hazards where there is a potential for fires involving combustible cooking media (vegetable or animal oils andfats). (b) Maximum travel distance shall not exceed 30 feet (9.15 m)frotn the hazard to the extinguishers. 'c) Additional fire extinguishers, required for the control of other classes offires, shall be providedfor commercial cooking areas as required by California Code of Regula- tions, Title 19, Division 1, Section 567. 906.5 Conspicuous location. Portable fire extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. [California Code of Regulations, Title 19, Division 1, §567.5J Physical Damage Protection. Extinguishers installed under conditions where they are sub- ject to physical damage, (e.g., from impact, vibration, the environment) shall be adequately protected. 906.6 Unobstructed and unobscured. Portable fire extin- guishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be com- pletely avoided, means shall be provided to indicate the loca- tions of extinguishers. 906.7 Hangers and brackets. Hand-held portable fire extin- guishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. jcaljfornia Code of Regulations, Title 19, Division 1, §567.31 Installation. Portable fire extinguishers other than wheeled types shall be securely installed on the hanger or in the bracket supplied or placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting sur- face in accordance with the manufacturer's instruc- tions. Wheeled-type fire extinguishers shall be located in a designated location. jcalifornia Code of Regulations, Title 19, Division 1, §567.41 Brackets. Extinguishers installed under conditions where they are sub- ject to dislodgement shall be installed in brackets specifically designed to cope with this problem. (California Code of Regulations, Title 19, Division 1, §567.61 Mounting. Fire extinguishers having a gross weight not exceeding 40 pounds (18.14 kg) shall be installed so that the top of the fire extinguisher is not more than Sleet (1.53 in,) above the floor. Fire extinguishers having a gross weight greater than 40 pounds (18.14 kg) (except wheeled types) shall be so installed that the top of the fire extinguisher is not more than 3 '4 feet (1.07 ni) above the floor. In no case shall the clearance between the bottom of the extinguisher and the floor be less than 4 inches (10.2 cm). 906.8 Cabinets. Cabinets used to house portable fire extin- guishers shall not be locked. Exceptions: Where portable fire extinguishers subject to mali- cious use or damage are provided with a means of ready access. In Group 1-3 occupancies and in mental health areas in Group 1-2 occupancies, access to portable fire extinguishers shall be permitted to be locked or to be located in staff locations provided the staff has keys. [California Code of Regulations, Title 19, Division 1, §56Z4 Cabinets. Cabinets housing extinguishers shall not be locked. Exception: Where extinguishers are subject to malicious use, locked cabinets may be used provided they include a means of emergency access and are approved by the authority having jurisdiction. [California Code of Regulations, Title 19, Division 1, §567.7/Sealed cabinets. Where extinguishers are installed in closed cabinets that are exposed to elevated temperatures, the cabinets shall be pro- vided with screened openings and drains. 166 2016 CALIFORNIA FIRE CODE Copyright 020,6 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klausbruckner on Dec 19.2016 654:30 AM pursuant to License Agreement wilh CA BSC. No ruriher I] 11(1111 I reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. FIRE PROTECTION SYSTEMS 906.9 Extinguisher installation. The installation of portable fire extinguishers shall be in accordance with Sections 906.9.1 through 906.9.3. 906.9.1 Extinguishers weighing 40 pounds or less. Por- table fire extinguishers having a gross weight not exceed- ing 40 pounds (18 kg) shall be installed so that their tops are not more than 5 feet (1524 mm) above the floor. 906.9.2 Extinguishers weighing more than 40 pounds. Hand-held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that their tops are not more than 3.5 feet (1067 mm) above the floor. 906.9.3 Floor clearance. The clearance between the floor and the bottom of installed hand-held portable fire extin- guishers shall not be less than 4 inches (102 mm). 906.10 Wheeled units. Wheeled fire extinguishers shall be conspicuously located in a designated location. SECTION 907 FIRE ALARM AND DETECTION SYSTEMS 907.1 General. This section covers the application, installa- tion, performance and maintenance of fire alarm systems and their components in new and existing buildings and struc- tures. The requirements of Section .907.2 are applicable to new buildings and structures. The requirements of Section 907.9 are applicable to existing buildings and structures. 907.1.1 Construction documents. Construction docu- ments for fire alarm systems shall be of sufficient clarity to indicate the location, nature and extent of the work pro- posed and show in detail that it will conform to the provi- sions of this code, the California Building Code, and relevant laws, ordinances, rules and regulations, as deter- mined by the fire code official. 907.1.2 Fire alarm shop drawings. Shop drawings for fire alarm systems shall be submitted for review and approval prior to system installation, and shall include, but not be limited to, all of the following where applicable to the system being installed: A floor plan that indicates the use of all rooms. Locations of alarm-initiating devices. Locations of alarm notification appliances, includ- ing candela ratings for visible alarm notification appliances. Design minimum audibility level for occupant notification. Location of fire alarm control unit, transponders and notification power supplies. Annunciators. Power connection. Battery calculations. Conductor type and sizes. Voltage drop calculations. Manufacturers' data sheets indicating model num- bers and listing information for equipment, devices and materials. Details of ceiling height and construction. The interface of fire safety control functions. Classification of the supervising station. All plans and shop drawings shall use the symbols identified in NFPA 170, Standard for Fire Safety and Emergency Symbols. Exception: Other symbols are allowed where approved by the enforcing agency. 907.1.3 Equipment. Systems and components shall be California State Fire Marshal listed and approved in accordance with California Code of Regulations, Title 19, Division 1 for the purpose for which they are installed. 907.1.4 Fire-walls andfire barrier walls. For the purpose of Section 907, fire walls and fire barrier walls shall not define separate buildings. 907.1.5 Fire alarm use. A fire alarm system shall not be usedfor any purpose other than fire warning or mass noti- fication and where permitted by NFPA 72. 907.2 Where required—new buildings and structures. An approved fire alarm system installed in accordance with the provisions of this code and NFPA 72 shall be provided in new buildings and structures in accordance with Sections 907.2.1 through 907.2.23 and provide occupant notification in accordance with Section 907.5, unless other requirements are provided by another section of this code. Not fewer than one manual fire alarm box shall be pro- vided in an approved location to initiate a fire alarm signal for fire alarm systems employing automatic fire detectors or waterfiow detection devices. Where other sections of this code allow elimination of fire alarm boxes due to sprinklers, or automatic fire alarm systems, a single fire alarm box shall be installed at a location approved by the enforcing agency; Exceptions: The manual fire alarm box is not required for fire alarm control units dedicated to elevator recall con- trol, supervisory service and fire sprinkler monitor- ing. The manual fire alarm box is not required for Group R-2 occupancies unless required by the fire code official to provide a means for fire watch personnel to initiate an alarm during a sprinkler system impair- ment event. Where provided, the manual fire alarm box shall not be located in an area that is accessible to the public. The manual fire alarm box is not required to be installed when approved by the fire code official. 907.2.1 Group A. A manual fire alarm system that acti- vates the occupant notification system in accordance with Section 907.5 shall be installed in Group A occupancies where the occupant load due to the assembly occupancy is 300 or more. Group A occupancies not separated from one another in accordance with Section 707.3.10 of the 2016 CALIFORNIA FIRE CODE 167 I iiiiii •lil ll i. r I Copyright 02016 CA BSC. ALL RIGHTS RESERVED. Accessed by Due Klausbruckncr on Dec 9. 2016 &5430 AM pursuant to License Agreement with CA BSC. No further 'I 'A 'L'J k I I reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. HIGH-PILED COMBUSTIBLE STORAGE high-hazard commodities shall be not less than 44 inches (1118 mm) wide. Aisles shall be not less than 96 inches (2438 mm) wide in areas accessible to the public where mechanical stocking methods are used. 3206.9.1.2 Nonsprinklered buildings. Aisles in non- sprinklered buildings shall be not less than 96 inches (2438 mm) wide. 3206.9.2 Clear height. The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6 feet 8 inches (2032 mm) above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. 3206.9.3 Dead-end aisles. Dead-end aisles shall not exceed 20 feet (6096 mm) in length in Group M occupan- cies. Dead-end aisles shall not exceed 50 feet (15 240 mm) in length in all other occupancies. Exception: Dead-end aisles are not limited where the length of the dead-end aisle is less than 2.5 times the least width of the dead-end aisle. 3206.10 Portable fire extinguishers. Portable fire extin- guishers shall be provided in accordance with Section 906. SECTION 3207 SOLID-PILED AND SHELF STORAGE 3207.1 General. Shelf storage and storage in solid piles, solid piles on pallets and bin box storage in bin boxes not exceed- ing 5 feet (1524 mm) in any dimension, shall be in accor- dance with Sections 3206 and this section. 3207.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to 1-hour fire barriers constructed in accordance with Section 707 of the California Building Code. Openings in such fire barriers shall be protected by opening protectives having a I.-hour fire protection rating. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accordance with the California Building Code and NFPA 13. 3207.2.1 Shelf storage. Shelf storage greater than 12 feet (3658 mm) but less than 15 feet (4572 mm) in height shall be in accordance with the fire protection requirements set forth in NFPA 13. Shelf storage 15 feet (4572 mm) or more in height shall be protected in an approved manner with special fire protection, such as in-rack sprinklers. 3207.3 Pile dimension and height limitations. Pile dimen- sions, the maximum permissible storage height and pile vol- ume shall be in accordance with Table 3206.2. 3207.4 Array. Where an automatic sprinkler system design utilizes protection based on a closed array, array clearances shall be provided and maintained as specified by the standard used. SECTION 3208 RACK STORAGE 3208.1 General. Rack storage shall be in accordance with Section 3206 and this section. Bin boxes exceeding 5 feet (1524 mm) in any dimension shall be regulated as rack stor- age. 3208.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to 1-hour fire barriers constructed in accordance with Section 707 of the California Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire protection rating. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accordance with Section 903.3.1.1 and the California Building Code. 3208.2.1 Plastic shelves. Storage on plastic shelves shall be protected by approved specially engineered fire protec- tion systems. 40 3208.2.2 Racks with solid shelving. Racks with solid shelving having an area greater than 20 square feet (1.9 m2), measured between approved flue spaces at all four edges of the shelf, shall be in accordance with this section. Exceptions: I. Racks with mesh, grated, slatted or similar shelves having uniform openings not more than 6 inches (152 mm) apart, comprising not less than 50 percent of the overall shelf area, and with approved flue spaces are allowed to be treated as racks without solid shelves. 2. Racks used for the storage of combustible paper records, with solid shelving, shall be in accor- dance with NFPA 13. 3208.2.2.1 Fire protection. Fire protection for racks with solid shelving shall be in accordance with NFPA 13. 3208.3 Flue spaces. Flue spaces shall be provided in accor- dance with Table 3208.3. Required flue spaces shall be main- tained. 3208.3.1 Flue space protection. Where required by the fire code official, flue spaces required by Table 3208.3, in single-, double- or multiple-row rack storage installations shall be equipped with approved devices to protect the required flue spaces. Such devices shall not be removed or modified. 3208.4 Column protection. Steel building columns shall be protected in accordance with NFPA 13. 3208.5 Extra-high-rack storage systems. Approval of the fire code official shall be obtained prior to installing extra- high-rack combustible storage. 3208.5.1 Fire protection. Buildings with extra-high-rack combustible storage shall be protected with a specially engineered automatic sprinkler system. Extra-high-rack 376 2016 CALIFORNIA FIRE CODE Copyright @ 2016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klausbruckner on Dec 19.2016&54:30 AM pursuant to License Agreement with CA BSC. No further I] 1i11J [ I reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGRZEMENT, AND SUBIEcTTO CIVIL AND CRIMINAL PENALTIES THEREUNDER. ATTACHMENT #13 AISLE WIDTHS HIGH-PILED COMBUSTIBLE STORAGE 3206.3.1 Separation from other uses. Mixed occupan- cies shall be separated in accordance with the California Building Code. 3206.3.2 Multiple high-piled storage areas. Multiple high-piled storage areas shall be in accordance with Sec- tion 3206.3.2.1 or 3206.3.2.2. 3206.3.2.1 Aggregate area. The aggregate of all high- piled storage areas within a building shall be used for the application of Table 3206.2 unless such areas are separated from each other by 1-hour fire barriers con- structed in accordance with Section 707 of the Califor- nia Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire protection rating. 3206.3.2.2 Multiclass high-piled storage areas. High- piled storage areas classified as Class I through IV not separated from high-piled storage areas classified as high hazard shall utilize the aggregate of all high-piled storage areas as high hazard for the purposes of the application of Table 3206.2. To be considered as sepa- rated, I-hour fire barriers shall be constructed in accor- dance with Section 707 of the California Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire protection rating. Exception: As provided for in Section 3204.2. 3206.4 Automatic sprinklers. Automatic sprinkler systems shall be provided in accordance with Sections 3207, 3208 and 3209. 3206.4.1 Pallets. Automatic sprinkler system require- ments based upon the presence of pallets shall be in accor- dance with NFPA 13. 3206.4.1.1 Plastic pallets. Plastic pallets listed and labeled in accordance with UL 2335 or FM 4996 shall be treated as wood pallets for determining required sprinkler protection. 3206.5 Fire detection. Where fire detection is required by Table 3206.2, an approved automatic fire detection system shall be installed throughout the high-piled storage area. The system shall be monitored and be in accordance with Section 907. 3206.6 Building access. Where building access is required by Table 3206.2, fire apparatus access roads in accordance with Section 503 shall be provided within 150 feet (45 720 mm) of all portions of the exterior walls of buildings used for high-piled storage. Exception: Where fire apparatus access roads cannot be installed because of topography, railways, waterways, nonnegotiable grades or other similar conditions, the fire code official is authorized to require additional fire protec- tion. 3206.6.1 Access doors. Where building access is required by Table 3206.2, fire department access doors shall be provided in accordance with this section. Access doors shall be accessible without the use of a ladder. 3206.6.1.1 Number of doors required. Not less than one access door shall be provided in each 100 linear feet (30 480 mm), or fraction thereof, of the exterior walls that face required fire apparatus access roads. The required access doors shall be distributed such that the lineal distance between adjacent access doors does not exceed 100 feet (30 480 mm). Exception: The linear distance between adjacent access doors is allowed to exceed 100 feet (30 480 mm) in existing buildings where no change in occu- pancy is proposed. The number and distribution of access doors in existing buildings shall be approved. 3206.6.1.2 Door size and type. Access doors shall be not less than 3 feet (914 mm) in width and 6 feet 8 inches (2032 mm) in height. Roll-up doors shall not be used unless approved. 3206.6.1.3 Locking devices. Only approved locking devices shall be used. 3206.7 Smoke and heat removal. Where smoke and heat removal is required by Table 3206.2 it shall be provided in accordance with Section 910. 3206.8 Fire department hose connections. Where exit pas- sageways are required by the California Building Code for egress, a Class I standpipe system shall be provided in accor- dance with Section 905. 3206.9 Aisles. Aisles providing access to exits and fire department access doors shall be provided in high-piled stor- age areas exceeding 500 square feet (46 m2), in accordance with Sections 3206.9.1 through 3206.9.3. Aisles separating storage piles or racks shall comply with NFPA 13. Aisles shall also comply with Chapter 10. Exception: Where aisles are precluded by rack storage systems, alternate methods of access and protection are allowed when approved. 3206.9.1 Width. Aisle width shall be in accordance with Sections 3206.9.1.1 and 3206.9.1.2. Exceptions: Aisles crossing rack structures or storage piles, that are used only for employee access, shall be not less than 24 inches (610 mm) wide. Aisles separating shelves classified as shelf stor- age shall be not less than 30 inches (762 mm) wide. 3206.9.1..1 Sprinklered buildings. Aisles in sprin- kiered buildings shall be not less than 44 inches (I 118 mm) wide. Aisles shall be not less than 96 inches (2438 mm) wide in high-piled storage areas exceeding 2,500 square feet (232 m2) in area, that are accessible to the public and designated to contain high-hazard commodi- ties. Exception: Aisles in high-piled storage areas exceeding 2,500 square feet (232 m2) in area, that are accessible to the public and designated to con- tain high-hazard commodities, are protected by a sprinkler system designed for multiple-row racks of 2016 CALIFORNIA FIRE CODE 375 n iii 1 1 1 I i i Copyright 02016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klausbruckner on Dec 19. =66:54:30 AM pursuant to License Agreement with CA uSC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. HIGH-PILED COMBUSTIBLE STORAGE high-hazard commodities shall be not less than 44 inches (1118 mm) wide. Aisles shall be not less than 96 inches (2438 mm) wide in areas accessible to the public where mechanical stocking methods are used. 3206.9.1.2 Nonsprinklered buildings. Aisles in non- sprinklered buildings shall be not less than 96 inches (2438 mm) wide. 3206.9.2 Clear height. The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6 feet 8 inches (2032 mm) above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. 3206.9.3 Dead-end aisles. Dead-end aisles shall not exceed 20 feet (6096 mm) in length in Group M occupan- cies. Dead-end aisles shall not exceed 50 feet (15 240 mm) in length in all other occupancies. Exception: Dead-end aisles are not limited where the length of the dead-end aisle is less than 2.5 times the least width of the dead-end aisle. 3206.10 Portable fire extinguishers. Portable fire extin- guishers shall be provided in accordance with Section 906. SECTION 3207 SOLID-PILED AND SHELF STORAGE 3207.1 General. Shelf storage and storage in solid piles, solid piles on pallets and bin box storage in bin boxes not exceed- ing 5 feet (1524 mm) in any dimension, shall be in accor- dance with Sections 3206 and this section. 3207.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to I-hour fire barriers constructed in accordance with Section 707 of the California Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire protection rating. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accordance with the California Building Code and NFPA 13. 3207.2.1, Shelf storage. Shelf storage greater than 12 feet (3658 mm) but less than 15 feet (4572 mm) in height shall be in accordance with the fire protection requirements set forth in NFPA 13. Shelf storage 15 feet (4572 mm) or more in height shall be protected in an approved manner with special fire protection, such as in-rack sprinklers. 3207.3 Pile dimension and height limitations. Pile dimen- sions, the maximum permissible storage height and pile vol- ume shall be in accordance with Table 3206.2. 3207.4 Array. Where an automatic sprinkler system design utilizes protection based on a closed array, array clearances shall be provided and maintained as specified by the standard used. SECTION 3208 RACK STORAGE 3208.1 General. Rack storage shall be in accordance with Section 3206 and this section. Bin boxes exceeding 5 feet (1524 mm) in any dimension shall be regulated as rack stor- age. 3208.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to 1-hour fire barriers constructed in accordance with Section 707 of the California Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire protection rating. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accordance with Section 903.3.1.1 and the California Building Code. Racks with mesh, grated, slatted or similar shelves having uniform openings not more than 6 inches (152 mm) apart, comprising not less than 50 percent of the overall shelf area, and with approved flue spaces are allowed to be treated as racks without solid shelves. Racks used for the storage of combustible paper records, with solid shelving, shall be in accor- dance with NFPA 13. 3208.2.2.1 Fire protection. Fire protection for racks with solid shelving shall be in accordance with NFPA 13. 3208.3 Flue spaces. Flue spaces shall be provided in accor- dance with Table 3208.3. Required flue spaces shall be main- tained. 3208.3.1 Flue space protection. Where required by the fire code official, flue spaces required by Table 3208.3, in single-, double- or multiple-row rack storage installations shall be equipped with approved devices to protect the required flue spaces. Such devices shall not be removed or modified. 3208.4 Column protection. Steel building columns shall be protected in accordance with NFPA 13. 3208.5 Extra-high-rack storage systems. Approval of the fire code official shall be obtained prior to installing extra- high-rack combustible storage. 3208.5.1 Fire protection. Buildings with extra-high-rack combustible storage shall be protected with a specially engineered automatic sprinkler system. Extra-high-rack 3208.2.1 Plastic shelves. Storage on plastic shelves shall be protected by approved specially engineered fire protec- tion systems. 3208.2.2 Racks with solid shelving. Racks with solid shelving having an area greater than 20 square feet (1.9 I m2), measured between approved flue spaces at all four edges of the shelf, shall be in accordance with this section. Exceptions: 376 2016 CALIFORNIA FIRE CODE Copyright 020,6 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klausbruckneron Dec 19.20166:54:30 AM pursmrnt to License Agreement ssith CA USC. No5wthcr II 1I1IJ I reproduction ordislnbulion auIho,ied. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJECITO CIVIL AND CRIMINAL PENALTIES THEREUNDER. ATTACHMENT #14 HOUSEKEEPING & MAINTENANCE HIGH-PILED COMBUSTIBLE STORAGE 3203.7.3 Group C plastics. Group C plastics are plastic materials having a heat of combustion and a burning rate similar to those of ordinary combustibles. Examples of Group C plastics include, but are not limited to, the fol- lowing: Fluoroplastics (PCTFE, polychlorotrifluoroethylene; PTFE, polytetrafluoroethylene) Melamine (melamine formaldehyde) Phenol PVC (polyvinyl chloride, rigid or plasticized less than 5 percent, e.g., pipe, pipe fittings) PVDC (polyvinylidene chloride) PVDF (polyvinylidene fluoride) PVF (polyvinyl fluoride) Urea (urea formaldehyde) 3203.7.4 Limited quantities of Group A plastics in mixed commodities. Figure 3203.7.4 shall be used to determine the quantity of Group A plastics allowed to be stored in a package or carton or on a pallet without increasing the commodity classification. SECTION 3204 DESIGNATION OF HIGH-PILED STORAGE AREAS 3204.1 General. High-piled storage areas, and portions of high-piled storage areas intended for storage of a different commodity class than adjacent areas, shall be designed and specifically designated to contain Class I, Class II, Class 111, Class IV or high-hazard commodities. The designation of a high-piled combustible storage area, or portion thereof intended for storage of a different commodity class, shall be based on the highest hazard commodity class stored except as provided in Section 3204.2. 3204.2 Designation based on engineering analysis. The designation of a high-piled combustible storage area, or por- tion thereof, is allowed to be based on a lower hazard class than that of the highest class of commodity stored when a limited quantity of the higher hazard commodity has been demonstrated by engineering analysis to be adequately pro- tected by the automatic sprinkler system provided. The engineering analysis shall consider the ability of the sprin- kler system to deliver the higher density required by the higher hazard commodity. The higher density shall be based on the actual storage height of the pile or rack and the mini- mum allowable design area for sprinkler operation as set forth in the density/area figures provided in NFPA 13. The contiguous area occupied by the higher hazard commodity shall not exceed 120 square feet (11 m2) and additional areas of higher hazard commodity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprin- kler system shall be capable of delivering the higher density over a minimum area of 900 square feet (84 m2) for wet pipe systems and 1,200 square feet (111 m2) for dry pipe sys- tems. The shape of the design area shall be in accordance with Section 903. SECTION 3205 HOUSEKEEPING AND MAINTENANCE 3205.1 Rack structures. The structural integrity of racks shall be maintained. 3205.2 Ignition sources. Clearance from ignition sources shall be provided in accordance with Section 305. 3205.3 Smoking. Smoking shall be prohibited. Approved "No Smoking" signs shall be conspicuously posted in accor- dance with Section 310. 3205.4 Aisle maintenance. When restocking is not being conducted, aisles shall be kept clear of storage, waste mate- rial and debris. Fire department access doors, aisles and exit doors shall not be obstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches (610 mm) shall be maintained in 48- inch (1219 mm) or smaller aisles, and a minimum unob- structed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 48 inches (1219 mm). During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches (1118 mm) shall be maintained in accordance with Section 3206.9. 3205.5 Pile dimension and height limitations. Pile dimen- sions and height limitations shall comply with Section 3207.3. 3205.6 Designation of storage heights. Where required by the fire code official, a visual method of indicating the maxi- mum allowable storage height shall be provided. 3205.7 Arrays. Arrays shall comply with Section 3207.4. 3205.8 Flue spaces. Flue spaces shall comply with Section 3208.3. SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES 3206.1 General. Fire protection and life safety features for high-piled storage areas shall be in accordance with Sectidns 3206.2 through 3206.10. I 3206.2 Extent and type of protection. Where required by Table 3206.2, fire detection systems, smoke and heat removal and automatic sprinkler design densities shall extend the lesser of 15 feet (4572 mm) beyond the high-piled stordge area or to a permanent partition. Where portions of high-piled storage areas have different fire protection requirements because of commodity, method of storage or storage height, the fire protection features required by Table 3206.2 within this area shall be based on the most restrictive design require- ments. 3206.3 Separation of high-piled storage areas. High-piled storage areas shall be separated from other portions of the building where required 'by Sections 3206.3.1 through 3206.3.2.2. 2016 CALIFORNIA FIRE CODE 373 101, 1 1 1 r i Copyright 2016 CA BSC. ALL. RIGHTS RESERVED. Accessed by Rule Klausbruckner on Da 19.20166:54:30 AM pursuant to License Agreement with CA BSC. No further k 1 111i 1 1k 1 I reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBIECTTO CIVIL AND CRIMINAL PENALTIES THEREUNDER. CHAPTER 9 FIRE PROTECTION SYSTEMS SECTION 901 GENERAL 901.1 Scope. The provisions of this chapter shall specify where fire protection systems are required and shall apply to the design, installation, inspection, operation, testing and maintenance of all fire protection systems. 901.2 Construction documents. The fire code official shall have the authority to require construction documents and cal- culations for all fire protection systems and to require permits be issued for the installation, rehabilitation or modification of any fire protection system. Construction documents for fire protection systems shall be submitted for review and approval prior to system installation. 901.2.1. Statement of compliance. Before requesting final approval of the installation, where required by the fire code official, the installing contractor shall furnish a writ- ten statement to the fire code official that the subject fire protection system has been installed in accordance with approved plans and has been tested in accordance with the manufacturer's specifications and the appropriate installa- tion standard. Any deviations from the design standards shall be noted and copies of the approvals for such devia- tions shall be attached to the written statement. 901.3 Permits. Permits shall be required as set forth in Sec- tions 105.6 and 105.7. 901.4 Installation. Fire protection systems shall be main- tained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protec- tion where the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accor- dance with applicable standards. 901.4.1 Required fire protection systems. Fire protec- tion systems required by this code or the California Build- ing Code shall be installed, repaired, operated, tested and maintained in accordance with this code. A fire protection system for which a design option, exception or reduction to the provisions of this code or the California Building Code has been granted shall be considered to be a required system. 901.4.2 Nonrequired fire protection systems. A fire pro- tection system or portion thereof not required by this code or the California Building Code shall be allowed to be fur- nished for partial or complete protection provided such installed system meets the applicable requirements of this code and the California Building Code. 901.4.3 Fire areas. Where buildings, or portions thereof, are divided into fire areas so as not to exceed the limits established for requiring a fire protection system in accor- dance with this chapter, such fire areas shall be separated by fire barriers constructed in accordance with Section 707 of the California Building Code or horizontal assemblies constructed in accordance with Section 711 of the Califor- nia Building Code, or both, having a fire-resistance rating of not less than that determined in accordance with Section 707.3. 10 of the California Building Code. 901.4.4 Additional fire protection systems. In occupan- cies of a hazardous nature, where special hazards exist in addition to the normal hazards of the occupancy, or where the fire code official determines that access for fire appara- tus is unduly difficult, the fire code official shall have the authority to require additional safeguards. Such safeguards include, but shall not be limited to, the following: auto- matic fire detection systems, fire alarm systems, automatic fire-extinguishing systems, standpipe systems, or portable or fixed extinguishers. Fire protection equipment required under this section shall be installed in accordance with this code and the applicable referenced standards. 901.4.5 Appearance of equipment. Any device that has the physical appearance of life safety or fire protection equipment but that does not perform that life safety or fire protection function shall be prohibited. 901.4.6 Pump and riser room size. Where provided, fire pump rooms and automatic sprinkler system riser rooms shall be designed with adequate space for all equipment necessary for the installation, as defined by the manufac- turer, with sufficient working space around the stationary equipment. Clearances around equipment to elements of permanent construction, including other installed equip- ment and appliances, shall be sufficient to allow inspec- tion, service, repair or replacement without removing such elements of permanent construction or disabling the func- tion of a required fire-resistance-rated assembly. Fire pump and automatic sprinkler system riser rooms shall be provided with a door(s) and an unobstructed passageway large enough to allow removal of the largest piece of equipment. 901.5 Installation acceptance testing. Fire detection and alarm systems, fire-extinguishing systems, fire hydrant sys- tems, fire standpipe systems, fire pump systems, private fire service mains and all other fire protection systems and appur- tenances thereto shall be subject to acceptance tests as con- tained in the installation standards and as approved by the fire code official. The fire code official shall be notified before any required acceptance testing. 901.5.1 Occupancy. It shall be unlawful to occupy any portion of a building or structure until the required fire detection, alarm and suppression systems have been tested and approved. 901.6 Inspection, testing and maintenance. Fire detection, alarm, and extinguishing systems, mechanical smoke exhaust systems, and smoke and heat vents shall be maintained in an operative condition at all times, and shall be replaced or repaired where defective. Nonrequired fire protection sys- 2016 CALIFORNIA FIRE CODE 139 Copyright 020,6 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klausbruckncron Dec 19.20166:5430 AM pursuant to License Agreement with CA BSC. No further i 1 Illi 'L'J LI I reproduction ordistnbution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. FIRE PROTECTION SYSTEMS tems and equipment shall be inspected, tested and maintained or removed. All fire alarm systems, fire detection systems, automatic sprinkler or extinguishing systems, communication systems, and all other equipment, material or systems required by these regulations shall be maintained in an operable condi- tion at all tunes in accordance with this code and California Code of Regulations, Title 19, Division 1. Upon disruption or diminishment of the fire protective qualities of such equip- ment, material or systems, immediate action shall be insti- tited to effect a reestablishment of such equipment, material or systems to their original normal and operational condi- tion. [California Code of Regulations, Title 19, Divisio,, 1, §1.141 Maintenance. Every fire alarm system or device, sprinkler system, fire extinguisher, fire hose, fire-resistive assembly or any other fire safety assembly, device, material or equipment installed and retained in service in any building or structure subject to California Code of Regulations, Title 19, Division / regula- tions shall be maintained in an operable condition at all tunes in accordance with California Code of Regulations, Title 19, Division I regulations and with their intended use. [California Code of Regulations, Title 19, Division 1, §3.241 Maintenance of Equipment. All fire alarm systems, fire detection systems, automatic sprinkler or extinguishing systems, communication systems, and all other equipment, material or systems required by Cal- ifornia Code of Regulations, Title 19, Division / shall be maintained in an operable condition at all times. Upon dis- ruption or diminishment of the fire protective qualities of such equipment, material or systems, immediate action shall be instituted to effect a reestablishment of such equipment material or systems to their original normal and operational condition. [California Code of Regulations, Title 19, Division 1, §904(a)] Required Inspection, Testing and Maintenance Frequencies. (a) All automatic fire extinguishing systems, including sys- tems installed as an alternate to other building require- ments, shall be inspected, tested and maintained in accordance with the following frequencies. Local authori- ties may require more frequent inspection, testing and maintenance and additional procedures. [California Code of Regulations, Title 19, Division 1, §904(a)(1)] Required Inspection, Testing and Maintenance Frequencies. (l) Water-basedfire protection systems shall be inspected, tested and maintained in accordance with the frequencies required by NFPA 25 (2011 edition) including Annexes A, B, C, D, E, F and G as amended by the State of California. (Published as A'FPA 25, 2013 California Edition.) [California Code of Regulations, Title 19, Division 1, §904('b)J Required Inspection, Testing and Maintenance Frequencies. (b) When proof of the installation date of standpipe sys- tems or automatic fire sprinkler systems cannot be fur- nished, such systems shall receive initial testing and maintenance by July 1, 1985. [California Code of Regulations, Title 19, Division 1, §904.2fr,)J Testing and Maintenance Requirements. (a) All testing and maintenance on automatic fire extin- guishing systems in accordance with Health & Safety Code Section 13195 shall be performed by those licensed in accordance with Health and Safety Code Section 13196.5. Exceptions: The State Fire Marshal may waive, in writing, licensing offire departments which conduct fire sprin- kler and standpipe system testing and maintenance. Service on fire alarm systems and industrial systems as spec/led in Health and Safety Code Sections 13196.5(b) and (c) may be conducted without a license. Testing and maintenance on automatic fire extin- guishing systems exempted in writing by the State Fire Marshal, when the building owner or occupant has the staff and equipment to conduct testing and mainte- nance. fC'aljfornia Code of Regulations, Title 19, Division 1, §904.2(b)] Testing and Maintenance Requirements. (b) Any testing and maintenance of automatic fire extin- guishing systems shall be performed in accordance with these requirements. Exceptions: ('1) The State Fire Marshal may waive, in writing, the requirement that testing and maintenance be pemformed in accordance with these requirements when a licensee can demonstrate that a system cannot functionally be tested and maintained in accordance with the California Code of Regulations, Title 19, Division 1, Chapter 5. (2) If at any time a licensee encounters a specialized or modified system which cannot be tested and maintained in accordance with California Code of Regulations, Title 19, Division 1, Chapter 5, the licensee shall con- tact the Stale Fire Marshal and test and maintain the system as directed. (A) The intent of this section is to cover automatic fire extinguishing systems as originally designed, installed and approved by the Authority having Jurisdiction. It is not, however, intended to require that such systems be upgraded to current adopted standards. 140 2016 CALIFORNIA FIRE CODE Copyright 02016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klausbruckncr on Dec 19,2016 6:54:30 AM pursuant to License Agreement with CA BSC. No further ii 11J E 1W reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBIECFTO CIVIL AND CRIMINAL PENALTIES THEREUNDER. FIRE PROTECTION SYSTEMS [California Code of Regulations, Title 19, Division 1, §904.2h,)] Testing and Maintenance Requirements. (h) At the time of testing and maintenance, building man- agement shall be consulted to avoid unnecessaiy distur- bance of normal building operation. [California Code of Regulations, Title 19, Division 1, §904.2J Testing and Maintenance Requirements. 'i) The licensee shall contact the local fire authority hav- ing jurisdiction prior to testing and maintenance of a sys- tem when required by the local fire authority having jurisdiction to do so. 901.6.1 Standards. Fire protection systems shall be inspected, tested and maintained in accordance with the referenced standards listed in Table 901.6.1 and Califor- nia Code of Regulations, Title 19, Division 1, Chapters 3 and 5. [California Code of Regulations, Title 19, Division 1, §904.1(a)/Inspection Requirements. 'a,) A license shall not be required to perform inspections. Inspections may be conducted by any person designated by the building owner or occupant who has developed competence through training and experience. [California Code of Regulations, Title 19, Division 1, §904.2('g,)] Testing and Maintenance Requirements. (g) Prior to activating any fire alarm component of an automatic fire extinguishing system, the licensee shall insure that the licensee is capable of restoring the fire alarm system. TABLE 901.6.1 FIRE PROTECTION SYSTEM MAINTENANCE STANDARDS SYSTEM STANDARD Portable fire extinguishers California Code of Regulations, Title 19, Division 1, chapter 3 Carbon dioxide fire-extinguishing system NFPA 12 Halon 1301 fire-extinguishing systems NFPA 12A Dry-chemical extinguishing systems NFPA 17 Wet-chemical extinguishing systems NFPA hA Water-based fire protection systems California Code of Regulations, Title 19, Division I, Chapter 5 Fire alarm systems NFPA 72 Smoke and heat vents NFPA 204 Water-mist systems NFPA 750 Clean-agent extinguishing systems NFPA 2001 901.6.2 Records. Records of all system inspections, tests and maintenance required by the referenced standards shall be maintained. [California Code of Regulations, Title 19, Division 1, §904.1(b)/Inspection Requirements. (b) Records of all inspections shall be retained on the premises by the building or system owner for a period of five years after the next required inspection. /California Code of Regulations, Title 19, Division 1, §904.2ç)J Testing and Maintenance Requirements. 'c) Records of all testing and maintenance shall be retained on the premises by the building or system owner for a period offive years after the next required test or maintenance. I 2al:fornia Code of Regulations, Title 19, Division 1, §904.20)/ Testing and Maintenance Requirements. 0) It is the responsibility of the contractor, company or licensee to provide a written report of the test and mainte- nance results to the building owner and the local fire authority having jurisdi ction at the completion of the test- ing and maintenance. 901.6.2.1 Records information. Initial records shall include the name of the installation contractor, type of components installed, manufacturer of the components, location and number of components installed per floor. Records shall also include the manufacturers' operation and maintenance instruction manuals. Such records shall be maintained for the life of the installation. 901.7 Systems out of service. Where a required fire protec- tion system is out of service, the fire department and the fire code official shall be notified immediately and, where required by the fire code official, the building shall be either evacuated or an approved fire watch shall be provided for all occupants left unprotected by the shutdown until the fire pro- tection system has been returned to service. Where utilized, fire watches shall be provided with not less than one approved means for notification of the fire department and their only duty shall be to perform constant patrols of the protected premises and keep watch for fires. [California Code of Regulations, Title 19, Division 1, §904. I('c)] Inspection Requirements. 'c,) The owner or occupant shall promptly correct or repair deficiencies, damaged parts, or impairments found while peiforming the inspection, test, and maintenance requirements of this standard. Recalled products shall be replaced or remedied. Such replacement or remedial product shall be installed in accordance with the listing requirements, the manufacturers instructions and the appropriate NFPA installation standards. A recalled product is a product subject to a statute or administrative regulation specifically requiring the manufacturer, importer, distributor, wholesaler, or retailer of a product, or any combination of such entities, to recall the product, or a product voluntarily recalled by a combination of such entities. jC'alifornia Code of Regulations, Title 19, Division 1, §904.2(d)! Testing and Maintenance Requirements. (d) The building or system owner shall insure immediate correction of any deficiencies noted during the service. A tag or label shall be affixed to a system only after all deft- ciencies have been corrected. The owner or occupant shall promptly correct or repair deficiencies, damaged parts, or impairments found while performing the inspection, test, and maintenance requirements of this standard. Recalled products shall be replaced or remedied. Such replacement 2016 CALIFORNIA FIRE CODE 141 if 1 1 1 u i Copyright 02016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klausbn,ckneroo Dec 19.20166.54:30 AM pursuant to license Agreement with CA BSC. No further k I I A. II I reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. ATTACHMENT #15 FLUE SPACES HIGH-PILED COMBUSTIBLE STORAGE high-hazard commodities shall be not less than 44 inches (1118 mm) wide. Aisles shall be not less than 96 inches (2438 mm) wide in areas accessible to the public where mechanical stocking methods are used. 3206.9.1.2 Nonsprinklered buildings. Aisles in non- sprinklered buildings shall be not less than 96 inches (2438 mm) wide. 3206.9.2 Clear height. The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6 feet 8 inches (2032 mm) above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. 3206.9.3 Dead-end aisles. Dead-end aisles shall not exceed 20 feet (6096 mm) in length in Group M occupan- cies. Dead-end aisles shall not exceed 50 feet (15 240 mm) in length in all other occupancies. Exception: Dead-end aisles are not limited where the length of the dead-end aisle is less than 2.5 times the least width of the dead-end aisle. 3206.10 Portable fire extinguishers. Portable fire extin- guishers shall be provided in accordance with Section 906. SECTION 3207 SOLID-PILED AND SHELF STORAGE 3207.1 General. Shelf storage and storage in solid piles, solid piles on pallets and bin box storage in bin boxes not exceed- ing 5 feet (1524 mm) in any dimension, shall be in accor- dance with Sections 3206 and this section. 3207.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to I-hour fire barriers constructed in accordance with Section 707 of the California Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire protection rating. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accordance with the California Building Code and NFPA 13. 3207.2.1 Shelf storage. Shelf storage greater than 12 feet (3658 mm) but less than 15 feet (4572 mm) in height shall be in accordance with the fire protection requirements set forth in NFPA 13. Shelf storage 15 feet (4572 mm) or more in height shall be protected in an approved manner with special fire protection, such as in-rack sprinklers. 3207.3 Pile dimension and height limitations. Pile dimen- sions, the maximum permissible storage height and pile vol- ume shall be in accordance with Table 3206.2. 3207.4 Array. Where an automatic sprinkler system design utilizes protection based on a closed array, array clearances shall be provided and maintained as specified by the standard used. SECTION 3208 RACK STORAGE 3208.1 General. Rack storage shall be in accordance with Section 3206 and this section. Bin boxes exceeding 5 feet (1524 mm) in any dimension shall be regulated as rack stor- age. 3208.2 Fire protection. Where automatic sprinklers are required by Table 3206.2, an approved automatic sprinkler system shall be installed throughout the building or to 1-hour fire barriers constructed in accordance with Section 707 of the California Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire protection rating. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accordance with Section 903.3.1.1 and the California Building Code. 3208.2.1 Plastic shelves. Storage on plastic shelves shall be protected by approved specially engineered fire protec- tion systems. 3208.2.2 Racks with solid shelving. Racks with solid shelving having an area greater than 20 square feet (1.9 m2), measured between approved flue spaces at all four edges of the shelf, shall be in accordance with this section. Exceptions: Racks with mesh, grated, slatted or similar shelves having uniform openings not more than 6 inches (152 mm) apart, comprising not less than 50 percent of the overall shelf area, and with approved flue spaces are allowed to be treated as racks without solid shelves. Racks used for the storage of combustible paper records, with solid shelving, shall be in accor- dance with NFPA 13. 3208.2.2.1 Fire protection. Fire protection for racks with solid shelving shall be in accordance with NFPA 13. 3208.3 Flue spaces. Flue spaces shall be provided in accor- dance with Table 3208.3. Required flue spaces shall be main- tained. 3208.3.1 Flue space protection. Where required by the fire code official, flue spaces required by Table 3208.3, in single-, double- or multiple-row rack storage installations shall be equipped with approved devices to protect the required flue spaces. Such devices shall not be removed or modified. 3208.4 Column protection. Steel building columns shall be protected in accordance with NFPA 13. 3208.5 Extra-high-rack storage systems. Approval of the fire code official shall be obtained prior to installing extra- high-rack combustible storage. 3208.5.1 Fire protection. Buildings with extra-high-rack combustible storage shall be protected with a specially engineered automatic sprinkler system. Extra-high-rack 376 2016 CALIFORNIA FIRE CODE Copyright 0 2056 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klausbruckncr on Dec 19.20166:94:30 AM pursuant to License Agreement with CA uSC. No further 111i11J 11 production .,distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. HIGH-PILED COMBUSTIBLE STORAGE combustible storage shall be provided with additional spe- cial fire protection, such as separation from other build- ings and additional built-in fire protection features and fire department access, where required by the fire code offi- cial. SECTION 3209 AUTOMATED STORAGE 3209.1 General. Automated storage shall be in accordance with this section. 3209.2 Automatic sprinklers. Where automatic sprinklers are required by Table 3206.2, the building shall be equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1. 3209.3 Carousel storage. High-piled storage areas having greater than 500 square feet (46 m2) of carousel storage shall be provided with automatic shutdown in accordance with one of the following: An automatic smoke detection system installed in accordance with Section 907, with coverage extending 15 feet (4575 mm) in all directions beyond unenclosed carousel storage systems and that sounds a local alarm at the operator's station and stops the carousel storage system upon the activation of a single detector. An automatic smoke detection system installed in accordance with Section 907 and within enclosed car- ousel storage systems, that sounds a local alarm at the operator's station and stops the carousel storage system upon the activation of a single detector. A single dead-man-type control switch that allows the operation of the carousel storage system only when th'e operator is present. The switch shall be in the sane room as the carousel storage system and located to pro vide for observation of the carousel system. 3209.4 Automated rack storage. High-piled storage ares with automated rack storage shall be provided with a manu- ally activated emergency shutdown switch for use by emer- gency personnel. The switch shall be clearly identified ani shall be in a location approved by the fire chief. SECTION 3210 SPECIALTY STORAGE 3210.1 General. Records storage facilities used for the n or shelf storage of combustible paper records greater than feet (3658 mm) in height shall be in accordance with Sectii 3206 and 3208 and NFPA 13. Palletized storage of reco shall be in accordance with Section 3207. TABLE 3208.3 REQUIRED FLUE SPACES FOR RACK STORAGE AUTOMATIC SPRINKLER SPRINKLER AT THE CEILING WITH OR WITHOUT MINIMUM IN-RACK SPRINKLERS SPIN-RACK RINKLERS NONSPRINKLERED RACK PROTECTION AT EVERY TIER CONFIGURATION :9 25 feet > 25 feet Any height Any height Storage height Option I Option 2 Size' 3 inches Not Applicable 3 inches Not Required Not Required Single-row rack Transverse flue space Vertically aligned Not Required Not Applicable Yes Not Applicable Not Required Longitudinal flue space Not Required Not Applicable Not Required Not Required Not Required Size' 6 inches' 3 inches 3 inches Not Required Not Required Transverse flue space Vertically Double-row rack aligned Not Required Not Required Yes Not Applicable Not Required Longitudinal flue space Not Required 6 inches 6 inches Not Required Not Required size 6 inches Not Applicable 6 inches Not Required Not Required Multirow rack Transverse flue space Vertically aligned Not Required Not Applicable Yes Not Applicable Not Required Longitudinal flue space Not Required Not Applicable Not Required Not Required Not Required For SI: I inch = 25.4 mm 1 foot = 304.8 mm. Three-inch transverse flue spaces shall be provided not less than every 10 feet where ESFR sprinkler protection is provided. Random variations are allowed, provided that the configuration does not obstruct water penetration. 2016 CALIFORNIA FIRE CODE 377 011 1 1 1 UI I Copyright 02016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klausbruckneron Dec 19,20166:54:30 AM pursuant to License Agrccment vithCA uSC. Nfurther 1 1 A. Iii- I reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. DEFINITIONS FLUE SPACES. Longitudinal flue space. The flue space between rows of storage perpendicular to the direction of loading. + The longitudinal flue space is a continuous open area between a double row- or multiple-row-type rack stor- age system. The flue space is to be clear for a set dimension, as required in Table 3208.3, from the floor to the top of the highest commodity for the entire length of the rack system. The flue spaces are an important feature for automatic sprinkler systems to effectively suppress and potentially control the fire. Reducing or eliminating such spaces will potentially reduce, if not eliminate, sprinkler effectiveness (see Commentary Figure 202-F5). Transverse flue space. The space between rows of stor- age parallel to the direction of loading. •• The transverse flue space is a continuous open area between commodities in single-row-, double-row- and multiple-row-type rack storage systems. The flue space is to be clear for a set dimension, as required in Table 3208.3, from the floor to the top of the high- est commodity for the entire width of the rack system. The flue spaces are an important feature for auto- matic sprinkler systems to effectively suppress and potentially control the fire. Reducing or eliminating such spaces will potentially reduce, if not eliminate, sprinkler effectiveness (see Commentary Figure 202- F5). LONGITUDINAL n }TRANS VERSE PLAN VIEW Figure 202-175 FLUE SPACES FLUIDIZED BED. A container holding powder coating material that is aerated from below so as to form an air-sup- ported expanded cloud of such material through which the preheated object to be coated is immersed and transported. . A fluidized bed differs from an electrostatic fluidized bed in that the fluidized bed uses an air stream instead of electrostatic charge. The air stream behaves like a fluid as the object is passed through it. Additionally, the object is preheated. In an electro- static fluidized bed, the object is heated/cured in an oven after the coating process. FOAM-EXTINGUISHING SYSTEM. A special system discharging a foam made from concentrates, either mechani- cally or chemically, over the area to be protected. + Foam-extinguishing systems must be of an approved type and installed and tested to comply with NFPA 11, hA and 16. All foams are intended to exclude oxygen from the fire, cool the area of the fire and insulate adjoining surfaces from heat caused by the fire. Foam systems are commonly used to extinguish flammable or combustible liquid fires (see commen- tary, Section 904.7). While water applied by an auto- matic sprinkler system can only act horizontally upon the surface that it reaches, foam-extinguishing agents have the ability to act vertically in addition to horizon- tally; and, unlike gaseous extinguishing agents, foam does not dissipate rapidly where there is no confined space. Thus, foam systems are also used where there is a need to fill a nonconfined space with extin- guishing material as in the case of certain industrial applications. IBEl FOLDING AND TELESCOPIC SEATING. Tiered seating having an overall shape and size that is capable of being reduced for purposes of moving or storing and is not a building element. + Bleachers, folding and telescopic seating and grand- stands are essentially unique forms of tiered seating that are supported on a dedicated structural system. All types are addressed in ICC 300, the safety stan- dard for these types of seating arrangements. Folding and telescopic seating are commonly used in gymna- siums and sports arenas where the seating can be configured in a variety of ways for various types of events. "Building element" is a defined term in the IBC which is primarily used in conjunction with the structural elements regulated in Table 601 of the IBC. While telescopic seating may be attached to a wall, the system when pulled out or folded includes its main support system. Such seating is not considered a building element of the building or structure in which it is located (see Section 1029.1.1). IBGI FOSTER CARE FACILITIES. Facilities that provide care to more than five children, 21/2 years of age or less. + Foster care facilities are group homes where children live, not day care facilities. By being under 2112 years of age, children are assumed not capable of self- preservation, thus there is a need for higher levels of active and passive protection in the building (see the F~ F] 2015 INTERNATIONAL FIRE CODE000MMENTARY 2-49 Copyright 02015 ICC. ALL RIGHTS RESERVED. Accessed by Ellie Kbusbruclsner on Oct 12. 2055 4:51:56 PM pursuant to License Agreement with ICC. No further reproduction lE1VII1] I] ii1IJ I .,distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. ATTACHMENT # 17 MEANS OF EGRESS MEANS OF EGRESS 1005.3.1 Stairways. The capacity, in inches, of means of egress stairways shall be calculated by multiplying the occupant load served by such stairways by a means of egress capacity factor of 0.3 inch (7.6 mm) per occupant. Where stairways serve more than one story, only the occu- pant load of each story considered individually shall be used in calculating the required capacity of the stairways serving that story. Exceptions: For other than Group H and 1-2 occupancies, the capacity, in inches, of means of egress stairways shall be calculated by multiplying the occupant load served by such stairways by a means of egress capacity factor of 0.2 inch (5.1 mm) per occupant in buildings equipped throughout with an automatic sprinkler system installed in accor- dance with Section 903.3.1.1 or 903.3.1.2 and an emergency voice/alarm communication system in accordance with Section 907.5.2.2. Facilities with smoke-protected assembly seating shall be permitted to use the capacity factors in Table 1029.6.2 indicated for stepped aisles for exit access or exit stairways where the entire path for means of egress from the seating to the exit discharge is provided with a smoke control sys- tem complying with Section 909. Facilities with outdoor smoke-protected assem- bly seating shall be permitted to the capacity fac- tors in Section 1029.6.3 indicated for stepped aisles for exit access or exit stairways where the entire path for means of egress from the seating to the exit discharge is open to the outdoors. For Group H-I, H-2, 11-3 and 11-4 occupancies the total width of means of egress in inches (mm) shall not be less than the total occupant load served by the means of egress multiplied by 0. 7 inches (7.62 mm) per occupant. For rooms or spaces usedfor assembly purposes without smoke protection see Section 1029. 1005.3.2 Other egress components. The capacity, in inches, of means of egress components other than stair- ways shall be calculated by multiplying the occupant load served by such component by a means of egress capacity factor of 0.2 inch (5.1 mm) per occupant. Exceptions: For other than Group H and 1-2 occupancies, the capacity, in inches, of means of egress compo- nents other than stairways shall be calculated by multiplying the occupant load served by such component by a means of egress capacity factor of 0.15 inch (3.8 mm) per occupant in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2 and an emergency voice/ alarm communication system in accordance with Section 907.5.2.2. Facilities with smoke-protected assembly seating shall be permitted to use the capacity factors in Table 1029.6.2 indicated for level or ramped aisles for means of egress components other than stairways where the entire path for means of egress from the seating to the exit discharge is provided with a smoke control system complying with Section 909. Facilities with outdoor smoke-protected assem- bly seating shall be permitted to the capacity fac- tors in Section 1029.6.3 indicated for level or ramped aisles for means of egress components other than stairways where the entire path for means of egress from the seating to the exit dis- charge is open to the outdoors. For Group 1-1-1, H-2, H-3 and H-4 occupancies the total width of means of egress in inches (mm) shall not be less than the total occupant load served by the means of egress multiplied by 0.4 inches (5.08 mm) per occupant. Means of egress complying with Section 1029. 1005.4 Continuity. The minimum width or required capacity of the means of egress required from any story of a building shall not be reduced along the path of egress travel until arrival at the public way. 1005.5 Distribution of minimum width and required capacity. Where more than one exit, or access to more than one exit, is required, the means of egress shall be configured such that the loss of any one exit, or access to one exit, shall not reduce the available capacity or width to less than 50 per- cent of the required capacity or width. 1005.6 Egress convergence. Where the means of egress from stories above and below converge at an intermediate level, the capacity of the means of egress from the point of convergence shall be not less than the largest minimum width or the sum of the required capacities for the stairways or ramps serving the two adjacent stories, whichever is larger. 1005.7 Encroachment. Encroachments into the required means of egress width shall be in accordance with the provi- sions of this section. 1005.7.1 Doors. Doors, when fully opened, shall not reduce the required width by more than 7 inches (178 mm). Doors in any position shall not reduce the required width by more than one-half. Exceptions: In other than Group 1-2 occupancies, surface- mounted latch release hardware shall be exempt from inclusion in the 7-inch maximum (178 mm) encroachment where both of the following condi- tions exist: 1.1. The hardware is mounted to the side of the door facing away from the adjacent wall where the door is in the open posi- tion; and 2016 CALIFORNIA BUILDING CODE 365 III]111 ii .i ill I r i Copyright 02016 CA BSC. ALl. RIGHTS RESERVED. Accessed by Ellie Klausbruckncr on Dec 19,2016&.54:3o AM pursuant to License Agreement with CA BSC. No further kM IJ IJ p111k I I reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBIECTO CIVIL AND CRIMINAL PENALTIES THEREUNDER. MEANS OF EGRESS TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY OCCUPANCY MAXIMUM OCCUPANT LOAD OF SPACE MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE (feet) Without Sprinkler System (feet) - With Sprinkler System (feet) Occupant Load OLi530 OL>30 Ac, E, M 49 75 75 752 - B 49 100 75 1002 - F 49 75 75 100' - H- 1, H-2, H-3 3 NP NP 2511 - H-4, H-S 10 NP NP 75" 12d, 1-2.1, 1-4 10 NP NP 752 - 1-3 10 NP NP 100° - R-1 10 NP NP 75° - R-2 10 NP NP 1250 - R-2.1 10 NP NP 75 - R3c, R-3. P 10 NP NP - 1250-9 R4c 10 NP NP 125u9 - S1 29 100 75 1000 - U 49 100 75 750 L I See Section 453.6.1 For ST: 1 foot = 304.8 mm. NP = Not Permitted. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2. See Section 903 for occupancies where automatic sprinkler systems are permitted in accordance with Section 903.3.1.2. Group H occupancies equipped throughout with an automatic sprinkler system in accordance with Section 903.2.5. For a room or space used for assembly purposes having fixed seating, see Section 1029.8. For the travel distance limitations in Group 1-2 or 1-2.1. see Section 407.4. The length of common path of egress travel distance in a Group R-3 occupancy located in a mixed occupancy building or within a Group R-3 or R-4 congregate living facility. The length of common path of egress travel distance in a Group S-2 open parking garage shall be not more than 100 feet. For the travel distance limitations in Group R-3 and R-4 equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.3, see Section 1006.2.2.6. It. For holding cells, see Section 408.3.11. 1< ** 1006.2.2.5 Vehicular ramps. Vehicular ramps shall not be considered as an exit access ramp unless pedes- trian facilities are provided. 1006.2.2.6 Group R-3 and R-4. Where Group R-3 occupancies are permitted by Section 903.2.8 to be protected by an automatic sprinkler system installed in accordance with Section 903.3.1.3, the exit access travel distance for Group R-3 shall not be more than 125 feel. Where Group R-4 occupancies are permitted by Section 903.2.8 to be protected by an automatic sprinkler system installed in accordance with Section 903.3.1.3, the exit access travel distance for Group R-4 shall not be more than 75 feel. 1006.2.2. 7Largefamily day-care home. Evety story or basement of a large family day-care home shall be pro- vided with two exits which are remotely located from each other. Every required exit shall be of a size to per- mit the installation of a door not less than 32 inches (813 m,& in clear width and not less than 6 feet 8 inches (2,032 n,,n) in height. A manually operated hori- zontal sliding door may be used as one of the two Where basements are used for day-care purposes, one of the two required exits shall provide access directly to the exterior without entering the first sto,&. The second exit from the basement may either pass through the story above or exit directly to the exterio,. Rooms used for day-care purposes shall not be located above the first story. I Exception: Buildings equipped with an automatic sprinkler system throughout and which have at 1eds1 one of the required exits providing access directly ."o the exterior. NFPA 13R may be used in large family day-care homes. The sprinkler omissions of NFPA 13R shall not apply unless approved by the enforc ing agency. Exit doors, including manually operated horizontal sliding doors, shall be openable from the inside wit hot use of a key or any special knowledge or effort. Tables 1006.3.2 (1) and 1006.3.2 (2) are not applica- ble to this occupancy classification. required exits. 2016 CALIFORNIA BUILDING CODE 367 Copyright 0 2016 CA BSC ALL RIGHTS RESERVED. Accessed by EPic KIusbruckner on Dec 19.2016 6:54:30 AM pursuant to License Agreement with CA BSC. No further I] j1IJ reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJEcrTO CIVIL AND CRIMINAL PENALTIES THEREUNDER. MEANS OF EGRESS * 1016.2.2 Basement exits in Group 1-2 occupancies. For additional requirements for occupancies in Group 1-2 or 1- 2.1, see Sec/ion 407. SECTION 1017 EXIT ACCESS TRAVEL DISTANCE 1017.1 General. Travel distance within the exit access por- tion of the means of egress system shall be in accordance with this section. 1017.2 Limitations. Exit access travel distance shall not exceed the values given in Table 1017.2. 101 7.2.1 Exterior egress balcony increase. Exit access travel distances specified in Table 1017.2 shall be increased up to an additional 100 feet (30 480 mm) pro- vided the last portion of the exit access leading to the exit occurs on an exterior egress balcony constructed in accor- dance with Section 1021. The length of such balcony shall be not less than the amount of the increase taken. 1017.2.2 Group F-I and S-I increase. The maximum exit access travel distance shall be 400 feet (122 m) in Group F-I or S-I occupancies where all of the following conditions are met: The portion of the building classified as Group F-I or S-I is limited to one story in height. The minimum height from the finished floor to the bottom of the ceiling or roof slab or deck is 24 feet (7315 mm). The building is equipped throughout with an auto- matic sprinkler system in accordance with Section 903.3.1.1. 1017.3 Measurement. Exit access travel distance shall be measured from the most remote point within a story along the natural and unobstructed path of horizontal and vertical egress travel to the entrance to an exit. Exception: In open parking garages, exit access travel dis- tance is permitted to be measured to the closest riser of an exit access stairway or the closest slope of an exit access ramp. 1017.3.1 Exit access stairways and ramps. Travel dis- tance on exit access stairways or ramps shall be included in the exit access travel distance measurement. The mea- surement along stairways shall be made on a plane parallel and tangent to the stair tread nosings in the center of the stair and landings. The measurement along ramps shall be made on the walking surface in the center of the ramp and landings. SECTION 1018 AISLES 1018.1 General. Aisles and aisle accessways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle accessways shall be provided from all occupied portions of the exit access that contain seats, tables, furnishings, displays TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE OCCUPANCY WITHOUT SPRINKLER SYSTEM (feet) WITH SPRINKLER SYSTEM (feet) A, E, F-I, M, R, S-I 200' 250' R-2.1 Not Permitted 250c B 200 300' F-2, S-2, U 300 400' H-I Not Permitted 75d H-2 Not Permitted 100' H-3 Not Permitted 150' H-4 Not Permitted 75" H-5 Not Permitted 200' 1-2, 1-2.1, 1-3', 1-4 Not Permitted 200' L Not Permitted 200' For SI: 1 foot = 304.8 mm. See the following sections for modifications to exit access travel distance requirements: Section 402.8: For the distance limitation in malls. Section 404.9: For the distance limitation through an atrium space. Section 407.4: For the distance limitation in Group 1-2 or 1-2.1. Section 408.3.10: For increased limitation in Group 1-3 Sections 408.6.1 and 408.8.1: For the distance limitations in Group 1-3. Section 411.4: For the distance limitation in special amusement buildings. Section 412.7: For the distance limitations in aircraft manufacturing facilities. Section 1017.2.2: For increased limitation in Groups F-I and S-I. Section 1006.2.2.2: For the distance limitation in refrigeration machinery rooms. Section 1006.2.2.3: For the distance limitation in refrigerated rooms and spaces. Section 1006.3.2: For buildings with one exit. Section 1017.2.2: For increased distance limitation in Groups F-i and S-I. Section 1029.7: For increased limitation in assembly seating. Section 3103.4: For temporary structures. Section 3104.9: For pedestrian walkways. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2. See Section 903 for occupancies where automatic sprinkler systems are permitted in accordance with Section 903.3.1.2. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. Group H occupancies equipped throughout with an automatic sprinkler system in accordance with Section 903.2.5.1. Group R-3 and R-4 buildings equipped throughout wit!, an automatic sprinkler sVsten, i,, accordance will, Section 903.3.1.3. See Seciio,, 903.2.8 for occupancies where automatic sprinkler systems are permitted in accordance with Sec/jo,, 903.3.1.3. f Not permitted in nonsprink!ered Group 1-3 occupancies. and similar fixtures or equipment. The minimum width or required capacity of aisles shall be unobstructed. Exception: Encroachments complying with Section 1005.7. 1018.2 Aisles in assembly spaces. Aisles and aisle access- ways serving a room or space used for assembly purposes shall comply with Section 1029. [DSA-AC] In addition to the requirements of this section, ,neans of egress, which provide access to, or egress front, 392 2016 CALIFORNIA BUILDING CODE Copyright e 201st CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klausbruckner on Dec 19.2016&54:30 AM pursuant to License Agreement with CA BSC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. MEANS OF EGRESS means of egress doors opening directly to the exte- areas where there will not be stretcher or bed movement nor. Exterior doors specified in this exception are for access to care or as part of the defend-in-place strategy. required to be at ground level. 1020.3 Obstruction. The minimum width or required capac- A fire-resistance rating is not required for corridors ity of corridors shall be unobstructed. contained within a dwelling unit or sleeping unit in Exception: Encroachments complying with Section an occupancy in Group R. 1005.7. A fire-resistance rating is not required for corridors TABLE 1020.2 in open parking garages. MINIMUM CORRIDOR WIDTH A fire-resistance rating is not required for corridors in an occupancy in Group B that is a space requiring only a single means of egress complying with Sec- tion 1006.2. Corridors adjacent to the exterior walls of buildings shall be permitted to have unprotected openings on unrated exterior walls where unrated walls are per- mitted by Table 602 and unprotected openings are permitted by Table 705.8. A fire-resistance rating is not requiredfor corridors > within suites in a Group 1-2 or 1-2.1 constructed in I I accordance with Section 407.4.4.5 or 407.4.4.6. TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING OCCUPANCY OCCUPANT LOAD SERVED BY CORRIDOR REQUIRED FIRE-RESISTANCE RATiNG (hours) Without sprinkler system With sprinkler system' H-1,H-2,H-3 All Not Permitted I H-4, H-5, L Greater than 30 Not Permitted A°, B. F, M, S, U Greater than 30 1 0 R-I, R-2, R-3, R-3. 1, R-4 Greater than 10 id 1 1-2°, 1-2.1,14 Greater than 6 Not Permitted / 1-3, R-2.1 Greater than 6 Not Permitted V' £ . Greater than 10 1 1 For requirements for occupancies in Group 1-2 and 1-2.1, see Sections 407.2 and 407.3. For a reduction in the fire-resistance rating for occupancies in Group 1-3, see Sections 408.1.2 and 408.8. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2 where allowed. Group R-3 and R-4 buildings equipped throughout with an automatic sprinkler system in accordance ivith Section 903.3.1.3. See Section 903.2.8 for occupancies where automatic sprinkler systems are permitted in accordance with Section 903.3.1.3. [SFMJ See Section 1029. 1020.2 Width and capacity. The required capacity of corri- dors shall be determined as specified in Section 1005.1, but the minimum width shall be not less than that specified in Table 1020.2. Exception: In Group 1-2 occupancies, corridors are not required to have a clear width of 96 inches (2438 mm) in OCCUPANCY MINIMUM WIDTH Any facilities not listed below 44 Access to and utilization of mechanical, 24 plumbing or electrical systems or equipment With a required occupancy capacity less than 50 36 Within a dwelling unit 36 In Group E with a corridor having a required 72 capacity of 100 or more In corridors and areas serving stretcher traffic 72 in ambulatory care facilities Group 1-2 in areas where required for bed 96 movement Corridors in Group 1-2 and 1-3 occupancies serving any area caring for one or more 96 nonambulatory persons. For SI: I inch = 25.4 mm. 1020.4 Dead ends. Where more than one exit or exit access doorway is required, the exit access shall be arranged such that there are no dead ends in corridors more than 20 feet (6096 mm) in length. Exceptions: I. In occupancies in Group 1-3 of Condition 2, 3 or 4, the dead end in a corridor shall not exceed 50 feet (15 240 mm). In occupancies in Groups B, E, F, M, R-1, R-2, R- < 2.1, R-4, S and U, where the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, the length of the dead-end corridors shall not exceed 50 feet (15 240 MIT). A dead-end corridor shall not be limited in length where the length of the dead-end corridor is less than 2.5 times the least width of the dead-end corri- dor. 1020.5 Air movement in corridors. Corridors shall not serve as supply, return, exhaust, relief or ventilation air ducts. Exceptions: I. Use of a corridor as a source of makeup air for exhaust systems in rooms that open directly onto such corridors, including toilet rooms, bathrooms, dressing rooms, and janitor closets, shall be permit- < ted, provided that each such corridor is directly sup- 394 2016 CALIFORNIA BUILDING CODE Copynght 52016 CA BSC. ALL RIGHTS RESERVED. Accessed by EUic Klnusbruckucr on Dec 19,2016654:30 AM pursuant to License Agreement with CA BSC No further 114*1111'1411 reproduction Or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. ATTACHMENT #18 OCCUPANCY SEPARATION GENERAL BUILDING HEIGHTS AND AREAS TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) A, E 1-4, R-2.1 1-2, 1-2.1 1-3 R-1, R-2, R-3, R-3.1, F-2, S- b U B' F-1-, - i' I. H-I H-2 H-3, H-4 H-S OCCUPANCY R-4 ' ' S NS S NS S NS S NS S WS S NS S NS S NS S NS S NS SNS S NS A,E N N 2 2 2 NP 2 NP I 2 N 1 1 2 2 NP NP NP 3 4 2 3 2 NP 1-4, R-2.1 - - I' NP 2 NP 2 NP I NP 1 2 I 2 2 NP NP NP 4 NP 4 NP 4 NP 1-2,1-2.1 - - - - N NP 2 NP 2 NP 2 NP 2 NP 2 NPNPNP 4 NP 4 NP 4 NP 1-3 -NNP2NP2 222 2NPNPNP4NP4NP4NP R-I,R-2,R-3, N 1 2° 1 2 4 NP NP NP 3 NP 2 NP 2 NP F2,S2b,U -N N 1 2 1 NP NP NP 3 4 2 3 2 NP B,F-1,M,S-I -N INPNPNP2 312 1 N L -NN H-I -INPNPNP2NPINPINP -NNPNPNPNPNPNPNP H-2 NP INPI NP H-3, H-4 -N NP I NP H-5 -1d -NNP S = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1. NS = Buildings not equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1. N = No separation requirement. NP = Not permitted. a See Section 420. The required separation from areas used only for private or pleasure vehicles shall be reduced by I hour but to not less than 1 hour. See Section 406.3.4. Separation is not required between occupancies of the same classification. (SFM] Group land Fl occupancies and Group R-2.1 and F-1 occupancies shall have a 3 hour separation. f [SFM] Commercial kitchens not associated with cafeterias and similar dining facilities in Group 1-2 and Group R-2.1 shall have a 2-hour separation and shall be protected by an automatic sprinkler system. 508.4.3 Allowable height. Each separated occupancy shall comply with the building height limitations based on the type of construction of the building in accordance with Section 503.1. Exception: Special provisions permitted by Section 510 shall permit occupancies at building heights other than provided in Section 503.1. 508.4.4 Separation. Individual occupancies shall be sepa- rated from adjacent occupancies in accordance with Table 508.4. 508.4.4,1 Construction. Required separations shall be fire barriers constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both, so as to completely separate adjacent occupancies. SECTION 509 INCIDENTAL USES 509.1 General Incidental uses located within single occu- pancy or mixed occupancy buildings shall comply with the provisions of this section. Incidental uses are ancillary func- tions associated with a given occupancy that generally pose a greater level of risk to that occupancy and are limited to thcse uses listed in Table 509. Exception: Incidental uses within and serving a dwelling unit are not required to comply with this section. 509.2 Occupancy classification. Incidental uses shall not-be individually classified in accordance with Section 302.!1. Incidental uses shall be included in the building occupancies within which they are located. I 509.3 Area limitations. The aggregate floor area ofinciden- tal uses shall not occupy more than 10 percent of the building area of the story in which they are located. 509.4 Separation and protection. The incidental uses listed in Table 509 shall be separated from the remainder of the building or equipped with an automatic sprinkler system) or both, in accordance with the provisions of that table. 509.4.1 Separation. Where Table 509 specifies a fire- resistance-rated separation, the incidental uses shall The separated from the remainder of the building by a fire bar- rier constructed in accordance with Section 707 or a hóri- zontal assembly constructed in accordance with Section 2016 CALIFORNIA BUILDING CODE 187 Copyright 02016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klnusbruekner on Dec 19.20166:54:30 AM pursuant to License Agreement with CA BSC. No further I] 1I1(1lIJI I reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. I ATTACHMENT #19 SEPARATION OF HIGH-PILED STORAGE AREAS HIGH-PILED COMBUSTIBLE STORAGE 3206.3.1 Separation from other uses. Mixed occupan- cies shall be separated in accordance with the California Building Code. 3206.3.2 Multiple high-piled storage areas. Multiple high-piled storage areas shall be in accordance with Sec- tion 3206.3.2.1 or 3206.3 .2.2. 3206.3.2.1 Aggregate area. The aggregate of all high- piled storage areas within a building shall be used for the application of Table 3206.2 unless such areas are separated from each other by 1-hour fire barriers con- structed in accordance with Section 707 of the Califor- nia Building Code. Openings in such fire barriers shall be protected by opening protectives having a I-hour fire protection rating. 3206.3.2.2 Multiclass high-piled storage areas. High- piled storage areas classified as Class I through IV not separated from high-piled storage areas classified as high hazard shall utilize the aggregate of all high-piled storage areas as high hazard for the purposes of the application of Table 3206.2. To be considered as sepa- rated, 1-hour fire barriers shall be constructed in accor- dance with Section 707 of the California Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire protection rating. Exception: As provided for in Section 3204.2. 3206.4 Automatic sprinklers. Automatic sprinkler systems shall be provided in accordance with Sections 3207, 3208 and 3209. 3206.4.1 Pallets. Automatic sprinkler system require- ments based upon the presence of pallets shall be in accor- dance with NFPA 13. 3206.4.1.1 Plastic pallets. Plastic pallets listed and labeled in accordance with UL 2335 or FM 4996 shall be treated as wood pallets for determining required sprinkler protection. 3206.5 Fire detection. Where fire detection is required by Table 3206.2, an approved automatic fire detection system shall be installed throughout the high-piled storage area. The system shall be monitored and be in accordance with Section 907. 3206.6 Building access. Where building access is required by Table 3206.2, fire apparatus access roads in accordance with Section 503 shall be provided within 150 feet (45 720 mm) of all portions of the exterior walls of buildings used for high-piled storage. Exception: Where fire apparatus access roads cannot be installed because of topography, railways, waterways, nonnegotiable grades or other similar conditions, the fire code official is authorized to require additional fire protec- tion. 3206.6.1 Access doors. Where building access is required by Table 3206.2, fire department access doors shall be provided in accordance with this section. Access doors shall be accessible without the use of a ladder. 3206.6.1.1 Number of doors required. Not less than one access door shall be provided in each 100 linear feet (30 480 mm), or fraction thereof, of the exterior walls that face required fire apparatus access roads. The required access doors shall be distributed such that the lineal distance between adjacent access doors does not exceed 100 feet (30480mm). Exception: The linear distance between adjacent access doors is allowed to exceed 100 feet (30 480 mm) in existing buildings where no change in occu- pancy is proposed. The number and distribution of access doors in existing buildings shall be approved. 3206.6.1.2 Door size and type. Access doors shall be not less than 3 feet (914 mm) in width and 6 feet 8 inches (2032 mm) in height. Roll-up doors shall not be used unless approved. 3206.6.1.3 Locking devices. Only approved locking devices shall be used. 3206.7 Smoke and heat removal. Where smoke and heat removal is required by Table 3206.2 it shall be provided in accordance with Section 910. 3206.8 Fire department hose connections. Where exit pas- sageways are required by the California Building Code for egress, a Class I standpipe system shall be provided in accör- dance with Section 905. 3206.9 Aisles. Aisles providing access to exits and fire department access doors shall be provided in high-piled stor- age areas exceeding 500 square feet (46 m2), in accordarce with Sections 3206.9.1 through 3206.9.3. Aisles separating storage piles or racks shall comply with NFPA 13. Aisles shall also comply with Chapter 10. Exception: Where aisles are precluded by rack storage systems, alternate methods of access and protection are allowed when approved. I 3206.9.1 Width. Aisle width shall be in accordance with Sections 3206.9.1.1 and 3206.9.1.2. Exceptions: I. Aisles crossing rack structures or storage piles, that are used only for employee access, shall be not less than 24 inches (610 mm) wide. I 2. Aisles separating shelves classified as shelf stor- age shall be not less than 30 inches (762 mm) wide. 3206.9.1.1 Sprinklered buildings. Aisles in sprin- klered buildings shall be not less than 44 inches (1118 mm) wide. Aisles shall be not less than 96 inches (2438 mm) wide in high-piled storage areas exceeding 2,500 square feet (232 m2) in area, that are accessible to the public and designated to contain high-hazard commodi- ties. Exception: Aisles in high-piled storage areas exceeding 2,500 square feet (232 m2) in area, that are accessible to the public and designated to con- tain high-hazard commodities, are protected by a sprinkler system designed for multiple-row racks of 2016 CALIFORNIA FIRE CODE 375 pL11111 ii i .111 r t Copyright 02016 CA USC. ALL RIGHTS RESERVED. Accessed by EIIie Klausbruckner on Dec 19. 2016 6:54:30 AM pursuant to License Agreement with CA USC. No further 'III 'L'Jk I I reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. SANDIEGO REGIONAL ( OFFICE USE ONLY HAZARDOUS MATERIALS 4P RECORD ID# IPLAN CHECK #__________________ QUESTIONNAIRE I SP DATE I I Business Name Business Contact Telephone # M2 Ingredients, Inc David Crist 866-740-6874 Project Address CCil 900 Aston Avenue arlsbad le Zip Code I APN# 92008 I Mailing Address City State Zip Code I Plan File# 5931 Priestly Drive, Ste. 101 Carlsbad CA 92008 I Project Contact Applicant E-mail Telephone # The following questions represent the taclilty's activities, NOT the specific project aescriptuon. 1cä[é by circling the item, whether your business will use, process, or store any or the following must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These. Flammable Solids 8. Unstable Reactives 12. Radioactives FEES ARE REQUIRED Project Completion bate: Expected Date of Occupancy: YES NO (for new construction gr remodeling projects) 0 0 Is your business listed on the reverse side of this form? (check all that apply). 0 Will your business dispose of Hazardous Substances or Medical Waste in any amount? D çi 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 equ Dal5. Initials Date Initials C] CaIARP Complete Pate initials PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): Any YES answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 aqcdegncsdcoi tvca.es (858) 588-2650). t'NO stamp reqt4red if 01 Yes 33g 03 Yes 04-03 No). The followifl9 questions am Intended to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive requirements contact APCD. Residences are typically exempt, except - those with more than one building on the property: single buildings with more than four dwelling units; townhomes; condos; mixed-commercial use: deliberate burns; residences forming part of a larger project. (Excludes garages & small outbuildings.) YES NO Will the project disturb 160 square feet or more of existing building materials? Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 0 (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? 0 0 (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 10 working days prior to commencing asbestos removal. 0 JJ Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (w.sdaocd.ora/info/facts/oermits.odf) for typical equipment requiring an APCD permit. 0 0 (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school boundary Briefly describe business activities: B( fly describe proposed project: Warehousing,blending and packaging of medicinal mushroom produ 7a?upgdes to leased property I declare under penalty of perjury that to the best of my knowledge and belie re p re ue and correct. Da Grist _______________ Name of Owner or Authorized fqent - Signature of Owner or Authorized MM - Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CL,ASSIFICATION:_________________________________________________________________ BY: -- DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY - RELEASED FOR occupANcY - - COUNTY-HMD' APCD COUNTY-HMD APCD COUNTY-HMD APCD A stamp in this box oniv exempts ousinesses irom completing or upoaung a riazaruous iviaieriais ousiness r-Ian. utlier pelrruhiuly IeqUtIeIuIIRs lila). awl apiy. HM-9171 (08/15) County of San Diego - DEH — Hazardous Materials Division any are 0 cfcity of Carlsbad Print Date: 10/30/2019 Job Address: 1900 Aston Ave, 100 Permit Type: BLDG-Permit Revision Work Class: Parcel No: 2121202400 Lot #: Valuation: $0.00 Reference #: Occupancy Group: . Construction Type St Dwelling Units: Bathrooms: Bedrooms: Orig. Plan Check #: Plan Check #: Project Title: Description: WITHDRAWN Permit No: PREV2019-0187 Commercial Permit Revi5 Status: Applied:. Issued: Permit Finaled: Inspector: CBC2019-0244 Final Inspection: Closed - Withdrawn 09/23/2019 Applicant: . Owner: Contractor: WAREHOUSE SOLUTIONS P D G CARLSBAD 59 LIMITED WAREHOUSE SOLUTIONS INC AMY BORINKSKI 12562 Highway 67 1900 Aston Ave 12562 Highway 67 Mark Wallace Lakeside, CA 92040-1159 CARLSBAD, CA 92008 Lakeside, CA 92040-1159 619-873-4410 . 619-873-4410 FEE . AMOUNT BUILDING PLAN CHECK REVISION ADMIN FEE $35.00 MANUAL BLDG PLAN CHECK FEE . $225.00 Total Fees: $ 260.00 Total Payments To Date: $ 0.00 Balance Due: $260.00 Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1 7'60-602-8560 f I www.carlsbadca.gov Does this revision add ANY new floor area(s)? El Yes Does this revision affect any fire El Yes PLAN CHECK REVISION OR Development Services IN C it of DEFERRED SUBMITTAL Building Division Carlsbad APPLICATION 1635 Faraday Avenue 760-602-2719 B-I 5 www.carlsbadca.gov . ? Original Plan Check NurnL C Plan Revision Nurn'.. RAOJ W7. Project Address 1900 Aston Ave.. Suite 120 Carlsbad, CA 92008 General Scope of Revision/Deferred Submittal: C.F.C. Smoke and Heat Removal Requirements. Per CFC Table 3206.2 (Attachment #11), smoke and heat removal is required for spnnklered high-piled storage areas of High Hazard/Group A Plastic commodities greater than 2,500 It. Due to dropped ceilings, a mechanical smoke removal system will be installed. CONTACT INFORMATION: Name Joseph Kelchlin Phone (619) 778-3994 Fax (858) 513-3899 Address 13100 Kirkham Way, Suite 201 -city Poway Zip_92064 Email Address joe©kelchlinconstruction.com Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: fl Plans 0 Calculations fl Soils Energy Other 2. Describe revisions in detail 3. List page(s) where each revision is shown Add mechanical smoke removal system. MIA Zone Plan - Mechanical M2.1 Add (2) roof mounted exhaust fans. M2.2 Power Plan E1.0 Single Line Diagram E2.0 4. Does this revision, in any way, alter the exterior of the project? IJ Yes No 7. Is this a complete set? s No 1635FaradayAven , Carlsbad, CA 92008 f:760-602-2fl9 f: 760-602-8558 Email: building@carlsbadca.gov ________________________________ Date 9/20/2019 £Signatu e_________________________________ _________________ www.carlsbadca.gov