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2736 LOKER AVE W; D; CB151914; Permit
City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 08-20-201 Commercial/Industrial Permit Permit No: CB151914 Building Inspection Request Line (760) 602-2725 4 Job Address: 2736 LOKER AV WEST CBAD Permit Type: TI Sub Type: INDUST Status: PENDING Parcel No: 2090812900 Lot #: 0 Applied: 06/22/2015 Valuation: $7000.00 Construction Type: NEW Entered By: SLE Occupancy Group: Reference # Plan Approved: Issued: Inspect Area Plan Check #: Project Title: PALOMAR TECHNOLOGIES: STORAGE RACKS Applicant: Owner: JOHN MARTINEZ 0 FENTON H G COMPANY 565 PORTER WAY . 7577 MISSION VALLEY RD PLACENTIA CA 92870 SAN DIEGO CA 92108 7149QPiQ Building Permit $87.73 Meter Size Add'I Building Permit Fee $0.00 Add'I Red. Water Con. Fee $0.00 Plan Check $61.41 Meter Fee $0.00 Add'I Building Permit Fee $0.00 SDCWA Fee $0.00 Plan Check Discount / $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $1.96 PFF (3105540) $0.00 Park Fee . $0.00 PFF (4305540) $0.00 LFM Fee $0.00 License Tax (3104193) . . $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $0.00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $0.00 Add'I Renewal Fee .. $0.00 ELECTRICAL TOTAL $0.00 Other Building Fee $0.00 MECHANICAL TOTAL $0.00 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $0.00 Add'I Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Red. Water Con. Fee . $0.00 Additional Fees $0.00 Green Bldg Stands (5B1473) Fee . $1.00 HMP Fee ?? Fire Expedidted Plan Review $0.00 Green Bldg Standards Plan Chk ?? TOTAL PERMIT FEES $152.10 Total Fees: . $152.10 Total Payments To Date: $61.41 Balance Due: $90.69 FINAL APPROVAL Inspector: Date: /0 '-f'/~T Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition of fees, dedications, reservations, or othee exactions hereafter collectively referred to as'fees/exactions.' You have 90 days from the date this permit was issued to protest imposition of these sees/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 Cartsbad 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 rtght 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 limitations has previously otherwise expired, tTHE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: D PLANNING D ENGINEERING El BUILDING lJ FIRE 0 HEALTH HAZMATIAPCD Building Permit Application Plan Check No. C5?3 I Cj Est. Value Cr"City of 1635 Faraday Ave., Carlsbad, CA 92008 Ca.r1sIiI Ph: 760-602-2719 Fax: 760-602-8558 /1 Plan Ck t 9ep0 5 email: bUildingcarlsbadca.gOv Date )/flswppp www.carlsbadca.gov ,//,.4_- JOB ADDRESS I SUITE#/SPACE#/UNM APN A4 usT -V I - - CT/PROJECT B LOT B PHASE B U OF UNITS . MS U BATHROOM S TENANT BUSINESS NAME CONSTR. PIPE 0CC. GROUP J#BEDRO0 DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) EXISTING USE I PROPOSED USE I GARAGE (SF) PATIOS (SF) I DECKS (SF) I FIREPLACE lAIR CONDITIONING I FIRE SPRINKLERS JJA&Jj hs I I YES D. NO YES OE] YES'NOE . ' APPLICANT NAME PROPERTY OWNER NAME .j7b P thiar Contact I pM ,'rt TL ff)J p ADDRESS . - 5ç FbZTEa WA-1 ADDRESS 2( LOI,( AVE \OJSY U.jIT I) • CITY STATE I ZIP CITY STATE ZIP CA_ 2-tz C4"t& gA C o • PHONE IFAX 3y PHONE . 'FAX EMAIL EMAIL m444 Oa 'JA.E' SE?ivtfrt ti. Caø DESIGN PROFESSIONAL . ' S_ . CONTRACTOR BUS. NAME C'i- 1,Ji)U'TP..JfrL ,/Ic-rAL(.ERc ADDRESS . 1(01 ATLAMT1 ADDRESS bc,3 EA,- i ç'th Sr. CITY STATE ZIP CITY STATE ZIP C 14 (LA-. PHONE (FAX I. PHONE c-(oZLZi FAX '7I-(1-9?'? EMAIL EMAIL F C. t \ C c:) fl\ STATE LIC. U STATE LIC.# I CLASS I CITY BUS. LIC.# (Sec. (Ujl.b 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 hundreddollars ($500)1. - Workers' Compensation Declaration: thereby affirm under penalty of pe4wy one of the following declarations: . I have and will maintain :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 required by Section 3700 of the Labor Code, for the perlorman of the work for which this permit is issued. My workers' compensation insurance carrier and policy numberare:lnsuranceCo -' ti3.i5. &Jfr'i- Policy No. ' ZO(C.) -&' ExpirationDate 2 2i Lk This section need not be completed it the permit is for one hundred dollars ($100) or less. [] Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (11100,000), In addition to the cost of compensa , mages as pr Ided for In Section 6-0! the Labor code, Interest and attorney's fees. £CONTRACTORSIGNATUR . ,.-" AGENT DATE 1 hereby affirm that lam exempt from Contractor's License Law for the following reason: [I] I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sate). [] 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. 0Yes ONo 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, but I 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, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): ..PROPERTY OWNER SIGNATURE . . , []AGENT - DATE soøc jtr exz Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 Yes 0 No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes 0 No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 Yes 0 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. Mm OOQ OO I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address e003OCO I cerltfythati have read the application and statethatthe above information is correctand thatthe Information on the plans is accurate. I agree to comptywtth all Cityordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY ,AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA An 051-IA permit is reuired for excavations over 50' deep and demolition or construction of structures over 3storiss in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by fmitation and become nut and void tithe building or work authorized by such permit is not commenced within l8odays from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time alter the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). ..APPLICANT'S StGNATURfi(_. DATE Inspection List Permit#: CB151914 Type: TI INDUST PALOMAR TECHNOLOGIES: STORAGE RACKS Date Inspection Item Inspector Act Comments 10/20/2015 19 Final Structural - RI COF 10/20/2015 19 Final Structural PB AP 10/16/2015 19 Final Structural - RI COF 10/16/2015 19 Final Structural PB NR ( Tuesday, October 20, 2015 , 1 Page 1 of 1 s.;. . * CB1519.L4 2736 LO(ERAVWEST PALOM ECHNOLOGIES STORAGE CARLSBAD INSPECTION RECORD RACKS BuiIdhg)ivlsion TI iiOuST INSPECTION RECORD CARD WITH APPROVED . MUST BE KEPT ON THE JOB Loill:. JOhN iARTINEZ: CO" 1 D )C LBEFIl-ORE33O om FOrR NEXT PLANS WORKDAY INSPECTION RELOR ., 9 FOR BUILDING INSPECTION CALL- 76O6O22725 02 GO TO: Carlsbadc.aov/øUiidifla AND CLICK ON . . Reqsest Inspection OATE: — - . - • IF -YES" IS CHECKED BELOW THAT QIVISION'S APPROVAL IS REQUIPEO PRIOR TO PMUES`rr_443,~ FINAL BUILDING INSPECTION- AFT IF YOU HAVE ANY QUESTIONS PLEASE CALL.THE APPLICABLE DIVISIONS AT Twill PHONE ;NUMBERS P.;;CVI ED!SELO.V. ALL, REQUIRED APPROVALS ARE SIGNED OFF- FAX To 760 A.-~;Ov aR BRING IN A COPY OF THIS CARD TO: I 63S FARADAY AVE., CARLSEAD, CA 92008. BUILDING INSPEZ7DRS CAN BE REACH AT 760-602-2700 BETWEEN 7:30 AM - 8:00 AM THE DAY OF YOUR MSPECTIOrl. NO YES Required Prior to Requesting Building Final U CheckEd YES Date Inspect.' f Ad PIann1ng,'Landiape 750.944-8463 AJIow8hour5 I — CM&I (Engfncefng rn4pectlom) -.60-438-3891 Call bdore 2 p -. Fire Prevenlion 60402-4660 AJIov*48hour j/f- '~7jcQ4 i,.1 - 4 • .Type o?inspecdon . - TypcofJriect1er f r .ii..:1IIIU.IlL.. Date ,- Inspector Date tsIzpecsca'E- POUNDA11ON ; . #31 ELECTRIC UW(EiGROUNfl 0 UFER - . 1hZ 1NTORCEDSTEEI. .- -' #34 OUCHEtECT2IC - . . .• .' 1h6 ASONRY PREGROUT . - . . . . #33IOELECTRtCRJIE0TThIPORARV . OGROIJI OWALtDRAINS #35 PHOTOVOLTMC - . -• Oil IiLTPANELS .. .,• .- 39 *F1NAL . . .. .. .fll.POUR STRIPS , ' -• _________ . . .jq 4 #41 UNDERGROUVUtTS&PIIING .. 1hU ILUMPIFOO11NGS . -: #U3J8FRAME OFLOOROCEIUNO . -#44 ODUCT&PLLNPM QRE.PIPING - .. - ; 816,_POOFSHEATHING 1143 HEATAIRCOND YSTt1i . 913 B.SHEARPANE - , '1149 ANAL . . • . . . . #15 IISUIATION . - ____________ ..I:1.tJ(.11[mJ . - ( * #13 BCFEIUORLATH - .. ' - 1181- UNDERC8OUhD(ljj,3 . , . #U..flITERIORLAN& DRYWALL' - - - ----_ : • #M FOOL EXCA/SITELJBOND/FOICE #83 I100FSHEAT)MG TSH ..AR* 13 25) .. 55 /flNAL . • , 084- -.: # FINAL - #85T-8ar(1424,344- . 4 PLUMBING #22 DSEWER&BL/CO OPI/CO Date Inspector 1189 FINAL OCCUPAiICY114-,29,39,49) : ate —On _UNDERGROUND OWAS1E_CJ WTR --.: - 1h2J 'WPOUT. OWASTE OWTR - WHDERGROUNOVIJAL 1\. W' JB&SHOWER PAN . .. A/$LNDERGROUNC )WO -:-- #29 OOASTEST •OGASPIPING- . •1 . • ASLNOERGROUNc AEH I WATER HEATER WSCVERHEADVLSV*j \ - ' 29 SOLAR WATER *29 FINAL, A/SCVERHEAO HYOPOSATIC ----- ____________________ - O FRE-CONSTRUCTION MEETING F/A F/A POUCH IN 003 FOLLOW UPINSPECTION FINAL FIXEI! iiHG,'i 1hGS'$TER#UOH.IU - 11 05 NOTICETOCLEAN -. * • . -. . - - - - #07 WRflTENWAR#IN --- - - --:: - ly 11609 IIOTICEOFVIOLATION -- FIXED QUIS1!IG!esfcisALMEDICA . LAPREUR..TES- :L;1BAL WA R:rncG L On FINAL - -'l 6,10K ORSPEs NOTES .t r j ft t 4 IP EXP,01L1212020 NO LN KINGERY FN MICHAEL 1/12/1 95 RR LFNS--- 6:0 HAI HOT 6-04 wcrr is0i - •0• DO 011011oI5e729.,z0 -. 201$ S . ItNAlIOHA[ . MICHAEL KINGERY COO(COUNCIL UTERHASOHAI MICHAEL KINGERY CODE OUHCU REINFORCED CONCRETE SPECIAL INSPEC T O R STRUCTURAL MASONRY SPECIAL INSP E C T O R The individual named hereon is CERTIFIED i n t h e c a t e g o r y The individual named hereon is CERTIFIED i n t h e c a t e g o r y s h o w n shown, having been so certified pursuant to su c c e s s f u l having been so certified pursuant to successfu l c o m p l e t i o n o f t h e completion of the prescribed written exami n a t i o n ( s ) , prescribed written examination(s). Expiration date: December 1, 2017 Expiration date: December 1, 2017 No. 5258871 No. 5258871 a *ot"!~~Iri—d unless valid unless signed by certificate holder. I ICC certification attests to competent knowledge o f c o d e s a n d s t a n d a r d s signed by certificate holder. !CC certification attests to c6ppetent knowledge of codes and standard s 4 Michael Kingery 39653-Wild Flower Mumeta Ca.92563 760.443-1002 9 DAILY 'INSPECTION BUILDING PF-RMrT#: C : REPORT DSA/OSHPDAPPL# Report # 'page 1 oil DSNLEA # Special lnspecis Reports n5sal be dtsrlbit5l to the parties tided below wtihhl 14 days al the hispedlon. Reports or r TTpfterd conditions need be distributed titenidlately. Separate reports shall be prepared for ..ei htbe nn S dali, beak Each reocit strati be orm,Ieted and sbeed be the a,ecial nanector corductino the tracedlon. PROJECT NAME: DATE q01MC ' ARCHITECT TIME ARRIVED TIME DEPARTED ENGINEER Travel time LUNCH TIME CONTRACTOR SUB CONTRACTOR k), o665 INSPECTION ADDRESS rD ADDRESS OF PROJECT '7L t.oir YPE OF INSPECTION 0 BATCH PLANT -. 0 MASONRY 0 FIREPROOFING 0 CEILING WIRE ENGINEERED FILL 0 PT CONCRETE 0 HIGH STRENGTH BOLTING 0 ANCHOR/DOWEL 0 EPDXY O FOUNDATION 0 SHOTCRETE 0 WELDING 0 NDE FIELD 0 SFRM__.. BACK FILL 0 CONCRETE D.SHOP WELD 0 NDE SHOP 0 DSA/OSHPD PROJECT AVAILABLE APPROVED PLANS? 0 N 0 ' SOIL REPORT? 0 N 0 SPECS: V 0 N 0 APPROVED DOCUMENTS I APPROVED SHOP DRAWING? 0 N 0 MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS) Pjtc3 V ?— V Is- Y-C, I it Z pJtC CONTRACTORS EQUIPMENT/MANPOWER USED: torlue wren AREA, GRID LINES, PIECES INSPECTED: Iokt Av-t— D c,Lwti Y') oLt. 3 '. STRUCTURAL NOTES, DETAIL OR RFIS USED:OSHPOD &i? QcbZ /ck4J -. p tc-,cA REMARKS, INCLUDING MEETINGS 4D-41 0 oO ct A1j tt 4,1 L Qk& etiuJl 1-0-1 400W'S 44-to( 50-91(14309 / -fj4-tc ttft. MI g Z4 O('S / 4°5 P5'-4 / Virs #- 'iu Iif <Ai d7 REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS 0 WAS NOT D Inspected in accordance with the requirements of the DSNOSPHD/ Project approved documents MATERIAL SAMPLING WAS 0 WAS NOT 0 N/A 0 Performed In accordance with DSAJOSPHD Project approved, documents THE WORK INSPECTED MET 0 DID NOT MEET 0 The requirements of the DSNOSPHD Project approved documents Samples taken: ather Cloudy Temp: Cc Project Architect Structural Engineer DSA Regional Office School District Contractor Bullding.Departhient Owner Verified By: / Kingery lnn%e<Ie Certiflcation# ICC 5258871 EsGil Corporation In (Partners flip with government for Buifding Safety DATE: 7/24/2015 U)CANT JURIS. JURISDICTION: City of Carlsbad D PLAN REVIEWER C) FILE PLAN CHECK NO.: 15-1914 SET: II PROJECT ADDRESS: 2736 Loker Ave. West PROJECT NAME: Storage Racks for Palomar Technology El The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's Icodes. The planstransmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. LII The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held atEsgil Corporation until correàted plans are submitted for recheck. 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 checklist has been sent to: 11 EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #:. Date contacted: (by: ) Email: Mail Telephone Fax In Person REMARKS—i Fire Department approval is required \\(acilityJnj this suite.7 \,A\ By: David Yao Enclosures: EsGil Corporation . LI GA [I EJ El MB L] PC 7/20 11 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123.• (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In (Partners flip with government for (Building Safety DATE: 6/29/2015 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 15-1914 SET: I PROJECT ADDRESS: 2736 Loker Ave. West PROJECT NAME: Storage Racks for Palomar Technology Ll APPLICANT URIS. LI PLAN REVIEWER LI FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's 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. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. jj 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: John Martinez EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: John Martinez Telephone #: 714-269-8693 /Date co acted: t.O'j'7.. (by:)) Email: johnwarehousepermits.com .,mail Telephone Fax In Person REMARKS: ; By: David Yao Enclosures: EsGil Corporation EGA EEJEMB F-1 PC 6/23 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 City of Carlsbad 15-1914 6/29/2015 GENERAL PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PLAN CHECK NO.: 15-1914 PROJECT ADDRESS: 2736 Loker Ave. West DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL CORPORATION: 6/23 6/29/2015 REVIEWED BY: David Yao FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review. is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department Pr other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on-the plans. Have changes been made not resulting from this list? DYes Ll No City of Carlsbad 15-1914 6/29/2015 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. The layout plan shows rack A and B. The rack detail shows type 2 and 3. The location of the horizontal members are different from type 2, 3 and A, B. Please clarify on the plan which racks will be used? With proper calculation to justify it. 2. Sheet 5 of the calculation shows beam@ level 2+ is 4.5x2.5x.062. The plan shows 4x2.5x1 5ga. Please revise the plan or the calculation. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. Show on the plan a path travel from the handicapped parking space from the handicapped parking space to the rack area and the bathrooms serving the rack area comply with all the current disabled access requirements. Title 24, Part 2. Obtain Fire Department approval. Note on the plans that the rack design loads will be posted per Section 1.4.2 of RMI. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. City of Carlsbad 15-1914 6/29/2015 (DO NOTPAY— THIS IS NOTAN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 15-1914 PREPARED BY: David Yao DATE: 6/29/2015 BUILDING ADDRESS: 2736 Loker Ave. West BUILDING OCCUPANCY: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($). racks . per city 7,000 Air Conditioning Fire Sprinklers TOTAL VALUE 7,000 Jurisdiction Code leb IBY Ordinance _____________ Bldg. Permit Fee by Ordinance I I Plan Check Fee by Ordinance . I $57.191 Type of Review: M Complete Review Structural Only El E Repetitive Fee Other Repeats Hourly -.Hr. @ * EsGil Fee Comments: . • $49.27 Sheet 1 of 1 macvalue.doc + - I - -:- - PLAN CHECK - Community&Econàrnic POO>-- %/i , . Development Department C IT Y 0 F VI - 1635 FaradayAvenue TRANSMITTAL Ca-1 lsbad CA 92008 CARLSBAD - vw;carIsbadca.go - DATE: 06-23-2015 PROJECT NAME: PALOMAR TECHNOLOGIES STORAGE RACKS - PROJECT ID: CB 15-1914 PLAN CHECK NO: 1 SET#: 1 ADDRESS: 2736 LOKER AVE. WEST SUITE D APN: . VALUATION: $7,000• - - - •' Z This plan check review is complete and has been APPRovED by Division. the ENGINEERING. : By: CG 6/23/15 - - A Final Inspection by the - Division is required []Yes MvNo -: This plan check review is NOT COMPLETE. Items missing or incorrect are listed On the attached checklist. Please resubmit amended plans as required. . Plan Check Comments have been sent to: JOHN@WAREHOUSEPERMITS.COM - You may also have corrections from one or more of the divisions listed below. Approval. • - -. from these divisions may be required prior to the issuance of a building permit. - Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: ...: ..; . ,. . .. ....-::• . •.. -: - ; PLANNING' - ' -ENGINEERING FIRE PREVENTION ... -.'.-'. .•. ak.- 7. ,7606024610 •• .............-.. • • 7606022750 ijp - ..'.. .. .. -. ..••I• - 76060246651 .• • •.• .:. . . ..- .•• . Chris Sexton- Chris Glassen - ri Greg Ryan 760-602-4624 L..t 760-602-2784 - L__J 760-602-4663 Chris.Sexton@carIsbadca.gov Christopher.Glassen@carlsbadca.gov Grepory.Ryan@carlsbadca.gov El Gina Ruiz Linda Ontiveros ri Cindy Wong -- 760-602-4675 . 760-602-2773 760602-4662 Gina.Ruiz@carlsbadca.gov Linda.ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov - -. Dominic Fieri • • - - 760'602-4664 Remarks: Dominic.Fieri@carlsbadca.gov -- .,• •,. - . . •. • •. •.-- •. -- - - •L.. .. p . BUILDING PLANCHECK Development Services La rid Development Engineering CITY OF CHECKLIST CARLSWAD11 A QUICKCHECK/APPROVAL - - - www.carlsbada.gov '49 ENGINEERING Plan Check for CBI5-1914 Project Address: 2736 LOKER AVE. WEST SUITE 0 Project Description: ADD STORAGE RACKS Email: Christopher.GIassen@carlsbadca.gov Fax: 760-602-1052 , ' •: L2JTENANTIMPROVEMENr J PLAZA CAMINO REAL ' • E COMPLETE OFFICEBUILDING F-1 OTHER: GYM ' r . ' OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT I - I j BY: CGG 6123115 • DATE:06-23-2015 ., 'REMARKS: NO ADDITIONAL ENGINEERING FEE I ' 4- ' ,• •' . ,•S '_ •_I.'4 • - ,t• cc '4 •-• 4 4. , .' , ''4 '- I Notification of Engineering APPROVAL has been sent to JOHN@WAREHOUSEPERMITS COM I L via EMAIL ------------------------------------o06-232015 1 SL.1 I Page 1 of 1 • REV 4/30/11 ENGINEERING Contact: CHRIS GLASSEN Phone: 760-602-2784 E RESIDENTIAL INTERIOR 0 RESIDENTIAL ADDITION MINOR (<$20,000.00) 0 CARLSBAD PREMIER OUTLETS PLANNING DIVISION BUILDING PLAN CHECK Development Services Planning Division CITY OF APPROVAL 1635 Faraday Avenue (76) 602-4610 CARLSBAD P29 www.carl0sbadcasov DATE: 6/22/15 PROJECT NAME: STORAGE RACKS PROJECT ID: PLAN CHECK NO: CB151914 SET#: ADDRESS: 2736 LOKER AV W #D APN: '. This plan check review is complete and has been APPROVED by the PLANNING Division. By: GINARUIZ A Final Inspection by the PLANNING Division is required Yes Z No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to: JOHN@WAREHOUSEPERMITS.COM For questions or clarifications on the attached checklist please contact the following reviewer as marked: ?; •c'-•--••••'.r.' PLANNING ENGINEERING -• ......_'.• FIRE PREVENTION" ' I -' _I - -......... . - .. . . .....-' .,.. ,........... c 160-602-4610 ................... 760 602 2750 ' c 760 602 4665 ...... Chris Sexton Chris Glassen Greg Ryan 760-602-4624 . 760-602-2784 . 760-602-4663 Chrjs.Sexton@carlsbadca.gov Christopher.Glassen@carlsbadca.gov Greporv.Ryan@carIsbadca.gov . Gina Ruiz VaiRay Marshall Cindy Wong 760-602-4675 . . 760-602-2741 760-602-4662 Gina.Ruiz@carlsbadca.gov. ValRay.Marshall@carlsbadca.gov Cvnthia.Wong@carIsbadca.gov Linda Ontiveros Dominic Fieri 760-602-2773 760-602-4664 • Linda.Ontiveros@carlsbadca.gov Dominic.Fieri@carlsbadca.gov Remarks: PLANNING ENGINEERING , FIRE PREVENTION 760-602-4610 760-602-2750 - - 760-602-4665 Chris Sexton -. . 'GregRyan 760-602-4624 760-602-4663 Chris.Sexton@carisbadca.gov Gregory.Ryan@carisbadca.gov Gina Ruiz 1 Linda Ontiveros Cindy Wong 7606024675 -- - 7606022773 - 760-602-4662 Gina Ruuz@carlsbadca gov Linda 0ntuveros©carisbadca gov Cynthia Wong@carlsbadca gov Dominic Fieri I 760-602-4664 Dominic Fieri@.carls,badca.gov : BUILDING DEPT. PLAN CHECK COmunity&Economic Development Department CITY OF REVIEW .1635 Faraday Avenue S-CARL A TRANSMITTAL Carlsbad CA 92008 Pt www.carisbadca.gov DATE 08/19/2015 PROJECT NAME: PALOMAR TECH - RACKING PROJECT ID: CB151914 PLAN CK NO SET# 2/1 ADDRESS 2736 LOKER AV WEST APN This plan check review is complete and has been APPROVED by the FIRE Division ByGR A FiraI Inspection by the FIRE Division is required Z Yes fl No This plan check review is NOT COMPLETE Items missing or Incorrect are listed on the attached checklist Please resubmit amended plans as required Plan check comments have bean sent to iohn@warehouseøermits corn, bwright@hgfenton.com :you may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit Resubmitted plans should include corrections from all divisions For questions or clarifications on the attached checklist please contact the following reviewer as marked ____ Carlsbad Fire Department BULDC DEPT GDEP Plan Review Requirements Category. TI, 1NDUST Date of Report: 08-19-2015 Reviewed by: fA Name: JOHN MARTINEZ Address: 565 PORTER WAY PLACENTIA CA 0 92870 Permit 4: CB 151914 0 Job Name: PALOMAR TECHNOLOGIES: STORAGE Job Address: 2736 LOKER AV WEST CBAD • Please review carefully all comments attached. Conditions: CITY OF CARLSBAD FIRE DEPARTMENT - APPROVED: wl Requirement THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. •• THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. 1. Refer to Chapter 1, Section 105 of the California Fire Code for "Operational Use" permit required for this process. This permit has been prepared and must be issued prior to Building and Fire Final inspections. Entry: 08/19/2015 By: GR Action: AP • • 0 BUILDING DEFT. PLAN CHECK Commut6nomic : Development Department CITY OF • REVIEW 1635 Faraday Avenue C A fl SB A D TRANSMITTAL Carlsbad CA 92008 IL - • .wwwcarlsbadca.gov DATE:,08/01/2015 PROJECT NAME PALOMAR TECH - RACKING PROJECT ID C13151914 PLAN CK NO SET# 2/1 ADDRESS 2736 LOKER AV WEST APN This plan check review is complete and has been APPROVED by the FIRE Division ByGR C. A Final Inspection by the FIRE Division is required N,Yes J No This plan check review is NOT COMPLETE Items missing or incorrect are listed on the attached checklist Please resubmit amended plans as required Plan check comments have been sent to john@warehouseperrnits corn, bwright@hgfenton.com You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit Resubmitted plans should include corrections from all divisions ----*---- For questions or clarifications on the attached checklist please contact the following reviewer as marked PLANNING ' : ENGINEERING FIRE PREVENTION 760-602-4610 '; 760-602-2750 760-602-4665 Chris Sexton Z Greg Ryan 760-602-4624 760-602-4663 chris Sexton@carlsbadca ov Gregory Rvan@carlsbadca gov F—J , Gina Ruiz .. Linda Ontiveros Cindy Wong 760-602-4675 1 760-602-2773 760-602-4662 Gina Ruiz@carisbadca ov :Linda.Ontiveros@carisbadca.gov gynthia.Wong@carisbadca.gov .: Dornini Fieri 760-602-4664 - • - -. - - . . Dominic.Fieri@carIsbadca.ov BUILDING DET Carlsbad Fire Department copy Plan Review Requirements Category TI , INDUST Date of Report: 08-01-2015 Reviewed by: fa S Name: '''.' JOHN MARTINEZ Address: 565 PORTER WAY PLACENTIA CA 0 92870 Permit " CB 151914 '• Job Name PALOMAR TECHNOLOGIES STORAGE Job Address 2736 LOKER AV WEST CBAD INCOMPLETE The item you have submitted for review is incomplete. At this time,this office :cot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review 'carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: :' '• ' : ' S ' , Cond C0N0008378 [NOT MET] Prior to approval you shall hire a code consultant from the attached list of approved professionals and provide a technical opinion report for this proposed storage arrangement. Comply with Chapters 1 and 23 of the California Fire Code for high-piled combustible storage To determine the acceptability of technologies, processes, products, facilities, materials and uses attending' the design, operation or use of a building or premises subject to the inspection of the, department, the chief is authorized to require the owner or the person in possession or control of the building or premises to provide, without charge to the jurisdiction, a technical opinion and report.' ' ' ' ' ' '• "' ' ' : ' .' ' The opinion and report shall be prepared by a qualified engineer, specialist, laboratory or fire-safety specialty organization acceptable to the chief and the owner and shall analyze the fire-safety properties of the design, operation or use of the building or premises and thereon, to recommend necessary changes thereon, to recommend necessary changes. S , , ' 0 •• S ' 1. End-user shall be responsible to obtain and maintain an "Annual Operational Use" permit issued by the Carlsbad' Fire Department. ' S ' S , • 'S S High piled combustible storage is storage of combustible materials of more than 500 square feet where materials are stored over 12 feet in height from the floor to the top of the storage. For certain high-hazard commodities, storage height over 6feet will require qpermitfrom the fire department. ' S 0 PLANNING ENGINEERING FIRE PREVENTION - 760-6024610 760-602-2750 760-602-4665 Chris Sexton Kathleen Lawrence Greg Ryan 760-602-4624 • • • . , 760-602-2741 • . . 760-602-4663 Chris.Sexton@carisbadca.gov • •. . Kathieen.Lawrence@carisbadca.gov • Gregorv.Rvan@carIsbadca.gov Gina Ruiz Linda Ontiveros Cindy Wong * .760-602-4675 -. . 760-602-2773 .• 760-602-4662 Gina.Ruiz@carIsbádca.ov • . Linda.Ontiveros@carisbadca.gov Cvnthia.Wong@carisbadca.gov Dominic Fieri • •• .. • , 760-602-4664 -• - • ••.'. . •. • Dom inic.Fieri@carisbadca.ov 91 BUILDING DEPr PLAN CHECK onjpi1ty& Economic - D AI .. Deve1pment Department C I TV 0 F " VU . 1635 FaradayAvenue CARLSBAD.. TRANSMITTAL •. . •Carlsbad CA 92008 : DATE: 06/30/2015 PROJECT NAME: PALOMAR TECHNOLOGIES . PROJECT ID: CB151914 PLAN CK NO SET# 1/1 ADDRESS 2736 LOKER AV W APN This plan check review is complete and has been APPROVED by the FIRE Division ByGR A Final Inspection by the FIRE Division is required 7 Z Yes No . , This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist Please resubmit amended plans as required Plan Check Comments have been sent to john@Warehousepermits.com You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. •• - Resubmitted plans should include corrections from all divisions. . . For questions or ciarifications on the attached checklist please contact the following reviewer as marked: Carlsbad Fire Department Plan Review Requirements Category: Date of Report: 06-30-2015 Name JOHN MARTINEZ Address: 565 PORTER WAY . PLACENTIA CA. 92870 Permit # CB 151914 Job Name PALOMAR TECHNOLOGIES:.STORAGE Job Address 2736 LOKER AV WEST CBAD INCOMPLETE The item you have submitted for review is incomplete At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards Please review carefully all comments attached Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval Conditions: . .. . Cond C0N0008378 [NOT MET] .. ... ..... 1: .................................. Comply with Chapters 1 and 23 of the California Fire Code for high-piled combustible storage A. End-user shall be responsible to obtain and maintain an "Annual Operational Use" permit issued by the Carlsbad Fire Department.. High piled combustible storage is storage of combustible materials of more than 500 square feet where materials are stored over 12 feet in height from the floor to the top of the storage. For certain high-hazard commodities, storage height over. 6 feet will require a permit from the fire department. 2 What is the proposed height of the racks,? .Sheet 2 shows them at 288-inches, Sheet 3 shows them at 144-inches, which is it? 3 What group or class of commodities are to be stored in these racks7 this may have a bearing on whether the proposed racks would be allowed and whether or not any modifications to the existing fire sprinkler system would be required Entry 06/30/2015 By GR Action CO PALOMAR _-. TECHNOLOGIES July 13, 2015 Carlsbad Building Department RE: Planned use of Palomar's warehouse at 2736 Loker Avenue. 2736 Loker is located in the same complex as Palomar's corporate headquarters which is located at 2728 Loker Ave. Frequently accessed stock is kept at the warehouse in the headquarters building at 2728 Loker Ave. Very slow moving stock and obsolete and overstocked items are kept in 2736 Loker Ave. There are only two employees who work in the warehouse at 2728 Loker ave. These two employees will access 2736 about 3 times a week to retrieve a component from 2736. When they do retrieve a component they are expected to spend less than 10 minutes in 2736. Typically they will push a hand cart across the parking lot from 2728 to 2736 and then return with the component. Allan Hass Vice President Engineering & Operations off 760-931-3656 fax 760-931-5193 Palomar Technologies Inc 2728 Loker Ave West Carlsbad, CA 92010 www.palomartechnoloqies.com P !P' 2728 Loker Ave. West, Carlsbad, CA 92010 1 Main: 760-931-3600 1 Fax: 760-931-5191 1 www.palomartechnologies.com .0 1 Nis" INC. MATERLJLADLJ*'R!NG EST. 1985 TEL: (909) 869-0989 FAX: (909) 869-0981 STRUCTURAL CORRECTIONS FOR PALOMAR TECHNOLOGIES 2736 LOKER AVENUE WEST #D CARLSBAD, CA Job# 15-0819 7/8/2015 Comment: 2. Sheet 5 of the calculation shows beam@ level 2+ is 4.5x2.5x.062. The plan shows 4x2.5x15ga.Please revise the plan or the calculation. RESPONSE: The calculation has been revised accordingly, see Caics sheet No.5. Comment: 5. Note on the plans that the rack design loads will be posted per Section 1.4.2 of RMI. RESPONSE: See Note No.9 on sheet 15-0819-A. • • • Should there be any questions regarding the above responses, please contact me at (909) 869-0989 or by email at YSufl@seizmicinc.com. Sincerely, Yiwen Sun, SEIZMIC, Inc. RECEIVED JUL 16 2015 CITY OF CARLSBAD BUILDING DIVISION C6150(cliq elI fh MATER HL4NDLç1RThrG EST 1985! . .. . ,SPECIAL PRODUCTS .CONVEYORS STORAGE RACKS OTHER SERVICES SHELVING SPECIA IS PROD UC 75 TANK SUPPORTS. TALL SUPPORTS SELECTIVE ,. . SEISM1 C ANALYSIS METAL SHUTTLES MACHINERY HEADER STEEL -, DRIVE-IN . PERMIT ACQUISITION METALJWOOD VLM RACK BIDGS SORT PLA1FORM . PUSH BACK . EGRESS PLANS . MOVABLE . CAROUSELS SIIIS)S PICK MODULES FLOW RACK - . STATE APPKOVAI.S GONDOLAS VRC' I • ,MZANIN.-. ROOF VERIFICATION . . CANTILEVER PRODUCFTESTING LOCKERS MODULAROFFICES - FOOT7N1GS CATWALKS FENCES 444 .. ., - .. .. . -. . . . .4• -.. .4 4 . - . ..-. Licensed in all 50 States .4. )•.- .. .4 ,. 4 + .., . -. - I I 4. (_ -4 4_ ., -• - I. - 44 4 L SEISMIC ANALYSIS OF STORAGE RACKS FOR - PALOMAR TECH1OLOGIES - I I • - - . - •' - ;. • . 2736LOKER AVENUE WEST#D CARLSBAD CA 92010 i 1 Job No.,15-0819 .4 / - C - - . 0° . !• - W : 4 . ,,,. - 0 OF • .: . . -- - -. - SAL P.E. cS - - -- . - . , .• . .- .44 .- .4-. .- '-- . 44 - :- •.. 4. . S .4,.4 .'4,.1- ,. 1 . .' 4. . ... . . - - . . • - 4 - .:_-•4 } * .- }•' - . - - ,. . . . *.,. . 4, - • I C I 44 1 d 161 ATLANTIC STREET * POMONA * CA 91768 * TEL: (909) 869-0989 44 FAX: (909) 869-0981 EIZMIC MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 FAX : (909)869-0981 Ibi AJ LAN llt;b 1Klb1, ?OMUINA, CA 91 /b PROJECT PALOMAR TECHNOLOGIES FOR HAWTHORNE LIFT DBA NAUMAN SHEET NO. 2 CALCULATED BY YS If II2U1, TABLE OF CONTENTS TABLE OF CONTENTS & SCOPE 2 PARAMETERS 3 COMPONENTS & SPECIFICATIONS 4 LOADS & DISTRIBUTION 6 LONGITUDINAL ANALYSIS 7 COLUMN 8 BEAM 9 BEAM TO COLUMN 16 BRACING 17 ANCHOR ANALYSIS 18 - 20 BASIC LOAD COMBINATIONS 21 OVERTURNING 22 BASE PLATE 23 SLAB &SOIL 24 SCOPE: THIS ANALYSIS OF THE STORAGE SYSTEM IS TO DETERMINE ITS COMPLIANCE WITH THE APPROPRIATE BUILDING CODES WITH RESPECT TO STATIC AND SEISMIC FORCES. THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY, WITHOUT ANY FIELD WELDING. .LONGITUDINAL rZ = 17 ~Ml. r- r -~. SEIZMIC- MATERIAL HANDLING ENGINEERING TEL (909)869 - 0989 FAX: (909)869 - 0981 161 ATLANTIC STRPFT POMONA 'CA 9176S PROJECT PALOMAR TECHNOLOGIES FOR HAWTHORNE LIFT DBA NAUMANN SHEET NO. 3 CALCULATED BY YS nATF 7/7/)1 THE STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRECTIONS, WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN AND ADJACENT BAYS. THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE 'ANALYSED IN BOTH THE LONGITUDINAL AND TRANSVERSE DIRECTION. STABILITY IN THE. LONGITUDINAL DIRECTION IS MAINTAINED BY THE BEAM TO COLUMN MOMENT RESISTING CONNECTIONS, WHILE BRACING ACTS IN THE TRANSVERSE DIRECTION. CONCEPTUAL DRAWING Some components may not be used or may vary. COLUMN BASE PLATE ANCHORS BRACING BEAM CONNECTOR NOTE: ACTUAL CONFIGURATION SHOWN ON COMPONENTS & SPECIFICATIONS SHEET e-SQE; IZMic MATERIAL HANDLING ENGINEERING TEL: (909)869 - 0989 FAX: (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT PALOMAR TECHNOLOGIES FOR HAWTHORNE LIFT DBANAUMANN SHEET NO. 4 CALCULATED BY YS DATE 7/7/2015 COMPONENTS & SPECIFICATIONS : TYPE 2 LEVELS SITE CLASS = D ANALYSIS PER SECTION 2209 OF THE 2013 CBC Beam Elevation W2 ProductLoad/LvI Panel Heights LEVELS =.2 Hl48iri. - WI=3000lbs. j' Y]22in. H2 = 48 in. W2 =3000 lbs. Y2 = 22 in. PANELS =6 Y3 =22 in. Y4 = 22 in. PRODUCT LOAD / LVL = 3000 lbs. H2 f5 .-' Y5 =22 in. _[_' ,- Y6 = 22 in. FRAME HEIGHT =144in. H . Wi H FRAME DEPTH =42 in. '(3 BEAM LENGTH= 120 in. SEISMIC CATEGORY = D Hi '(2 (Fa = 1.0828, Ss = 1.043) '(1 COLUMN BEAM @ Level I CONNECTOR @ Level I OK OK OK 3 X 3 X 0.067 4 X 2.5 X Four Pin Connector Steel = 42000 psi Steel = 42000 psi Stress = 43% Stress =74% Max Static Capacity = 3308 lb. Stress _=_91% COLUMN BACKER BEAM @ Level 2+ CONNECTOR @ Level 2+ OK OK None 5.5 X 2.5 X 15eA Four Pin Connector Max Static Capacity = 5548 lb. Stress = 17% Stress = Stress = 54% BRACING BASE PLATE OK OK OK HORIZONTAL DIAGONAL 8 in X 5 in X 0.375 in 1.5 X 1 X 0.06 1.5 X I X 0.06 Steel = 36000 psi MBase = 0 in. lb. Stress = 13% Stress 16% Stress = 28% SLAB & SOIL OK ANCHORS OK Powers Power Stud+ SDI ESR-2818 Slab = 4" X 2000 psi Pullout Capacity = 749 lbs. Shear Capacity = 806 lbs. Soil Bearing Pressure = 1000 psf 0.5" X 2.5" Min Embed. Slab Puncture Stress = 23% No. Of Anchors = I per Base Plate Slab Bending Stress = 47% . Anchor St:ess = 25% :EMI . MATERIAL HANDLING ENGINEERING TEL : (909)869 - 0989 FAX: (909)869 -. 0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT PALOMAR TECHNOLOGIES FOR HAWTHORNE LIFT DBA NAUMANN SHEET NO. 5 CALCULATED BY YS DATE 7/7/2015. COMPONENTS & SPECIFICATIONS : TYPE 3 LEVELS SITE CLASS = D ANALYSIS PER SECTION 2209 OF THE 2013 CBC Beam Elevation - ProductLoad/Lvl Panel Heights ________ LEVELS = 3 HI =48 in. W3 WI 5000 lbs. - . = 22 in. H2 =24 in. T W2 = 1200 lbs. Y2 = 22 in. PANELS = 6 H3 = 24 in. W3 =1200 lbs. Y3 = 22 in. H3 . F.- Y422in. PRODUCT LOAD / LVL = Load 22 in. YS Y5 7 = Varies W 2 -v-- FRAME HEIGHT =144in. . Y4 FRAME DEPTH =42 in. F H2 H BEAM LENGTH=- 120 in. J W SEISMIC CATEGORY = D Y2 (Fa = 1.0828, Ss 1.043) Hi Yl COLUMN . BEAM @ Level I CONNECTOR @ Level I OK. OK . . OK 3 X 3 X 0.067 5.5 X 2.5 X I Four Pin Connector Steel = 42000 psi Steel = 42000 psi Stress = 40% Stress =94% Max Static Capacity = 5548 lb. Stress _=_90% COLUMN BACKER BEAM @ Level 2+ CONNECTOR @ Level 2+ OK OK None 4 X 2.5 X . Four Pin Connector Max Static Capacity = 3308 lb. Stress = 13% Stress = Stress = 36% BRACING . BASE PLATE OK . OK OK. HORIZONTAL DIAGONAL 8 in X 5 in X 0.375 in 1.5 X 1 X 0.06 . 1.5 X I X 0.06 Steel = 36000 psi MiBase = 0 in. lb. Stress = 16% Stress = 20% Stres = 35% SLAB & SOIL OK ANCHORS OK Powers Power Stud+ SDI ESR-2818 Slab = 4" X 2000 psi . Pullout Capacity. 749 lbs. Shear Capacity = 806 lbs. Soil Bearing Pressure = 1000 psf 0.5" X 2.5" Min Embed. Slab Puncture Stress = 27% No. Of Anchors = I per Base Plate Slab Bending Stress = 63% Anchor Stress = 31% ZMIC MATERIAL HANDLING ENGINEERING TEL: (909)869 - 0989 FAX: (909)869 -0981 PROJECT PALOMAR TECHNOLOGIES FOR HAWTHORNE LIFT DBA NAUMANN SHEET NO. 6 CALCULATED BY YS LOADS AND DISTRIBUTION: TYPE 2 LEVELS / Determines Seismic Base Shear per Section 1613. 1, Chap 2209, of the 2013 CBC. ELS / FS ELI F 4 / Seismic Category: D Fa: 1.08 / EL3 -/F3 Number Of Levels: 2 Ss: 1.04 EL2 F2 wPL (Sum of product loads): 6000 lbs le: 1.00 ELI _____ wDL (Sum of dead loads): 20016s Rw (Longitudinal): 6.00 TOTAL FRAME LOAD: 6200 lbs Rw (Transverse): 4.00 LONGTUDINAL DIRECTION TRANSVERSE DIRECTION = 2/3 •S$•IE .(((O.67).WPL )+WD fl075067 = 2/3• c E(((67)PL)+WDL)075067 Long 7? Trans 7? [(2/3) X 1.0828 X 1.043 X 1 X (((0.67)6000) + 200)! 6] X 0.75 X [(2/3) X 1.0828 X 1.043 X I X (((0.67)6000) + 200)14] X 0.75 X VLong: 266 lbs V,.0115: 399 lbs F=VI_W,H, E WA) Levels LONGITUDINAL TRANSVERSE W11 w5h5 1 2 48 96 3,100 3,100 148,800 297,600 89 177 3,100 3,100 148,800 297,600 133 266 446,400 266 lbs 446,400 399 lbs — PROJECT PALOMAR TECHNOLOGIES FOR HAWTHORNE LIFT DBA NAUMANN SHEET NO. CALCULATED BY YS MATERIAL HANDLING ENGINEERING TEL: (909)869 - 0989 FAX: (909)869 - 0981 IbI AlLAN IIUSIKtizl, WMUNA, LA 91 106 VAIL II/IZU1J LONGITUDINAL ANALYSIS: TYPE 2 LEVELS THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE COLUMNS ASSUMED AT MID-HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR CLOSER TO THE BASE. (OR AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT CARRY MOMENT). Upper + '"Lower = 'Co,,nR' + Al CO,n,'L' Mn-n - Fn 'ConnR = 'Con,,'L S M5-5 Z hn / 2 = F5 Mupper + M we,. . M44 7 M M01; = [ J + ME,, : M33 M TIj I M2-2___ v - r = 133 lbs S /1 Co/ 2 . . Mu _ /F1 7'hl lvi Base = 0 in-lb M base, -J I FRONT ELEVATION LEVELS h. .f AXIAL LOAD MOMENT MEnds Mconn 1 2 46 48 44 88 3,100 1,550 6,118 2,136 4,620 2,310 8,747 3,378 SAMPLE CALC. M1_1 =(V0, h1) MBase =(1331bsX46in)-0in-lb=6,118 in/lb SECTION PROPERTIES A :3 in B : 3m t : 0.067m Aeff: 0.50631 in'2 Ix : 0.8298 jA4 Sx : 0.55119m"3 Rx :1.28 in ly : 0.4825 jA4 Sy 0.26091 jA3 Ry : 9762 in Kx :1.7 Lx 46 in Ky :1 Ly 44 in Fy :42 KSI E 29500 KSI QC: 1.80 1.67 Cmx: 0.85 Cb : 1 PROJECT PALOMAR TECHNOLOGIES FOR HAWT'HORNE LIFT DBA NAUMANN SHEET NO. 8 CALCULATED BY YS DATE 7/7/2015 MATERIAL HANDLING ENGINEERING TEL: (909)869 - 0989 FAX : (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 COLUMN ANALYSIS : TYPE 2 LEVELS ANALYZED PER AISI AND THE 2013 CBC. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. P= 3100 lbs M = 6118 in-lb = 1.7 X 46in / 1.3in Rx 61.1 K, . Ly = 1 X 44in / 9762in R =o Axial I[I2E Fe = 78 KS! :::i,..1 k /Max) Fy = 21 KSI Since: Fe >Fy /2 ( F ' = 42 KSI X[1-42 KSI /(4X78.00589KS1)] F=F!1—_ I 1? 4-F, = 36.3 KSI Pn = Aeff = 0.50631 in"2 X 36.3 KS = 18403 lbs a ii = 18403 lbs /1.8 = 10224 lbs cc - =0.3 P. Flexure P Since:—>O.15 Check P. Myield = M = S, . = P CmxM. I Max 0.55119 Int'3 X 42000 PSI= 23150 in-lb Max =j = 23150/1.67 = 13862 in-lb fl 2 EI Per = 1K L 2 = (3-.14159)^2 X 29500 KSI X 0.8298 / (78.2m.)"2 = 39508 lbs \x xl 1 lux =p = (1 / (1 - (1.8 X 3100 lb I 39508 lb)))t'- 1 = 0.86 / I Pc,- (31001b1 10224 lb) +(0.85X6118 in-lb /13862 in-lb X0.86)=0.74 <1 (74%) KL Max = 61.1 R 1.68 Y2 2.11 y3 :1.9 Ycg 1.892 1.463 S : 0.694 t: 0.062 r: 0.15 • 42 65 E 29000 TopFlange: 1.625 BottomFiange: 2.5 WebDepth: 4 <200 OK EIZMIC MATERIAL HANDLING ENGINEERING TEL: (909)869 - 0989 FAX :(909)869 -0981 10 AI LAIN JR;sIKttI,roMuNA,uAI ba DETERMIINE ALLOWABLE MOMENT CAPACITY Determine allowable bending moment per AISI Check Compression Flange for Local Buckling (B2.1) w=c-2i-2r 1.625(2*0.062)(2*0.15 = 1.2in. w/t= 1.2/0.062 = 19.35 2= (1.052/). (wit). (i /E) = (1.052 / (4)"0.5) * 19.35 * (42 / 29000) "0.5 = 0.39 PROJECT PALOMAR TECHNOLOGIES FOR HAWTHORNE LIFT DBA NAUMANN SHEET NO. 9 CALCULATED BY YS JI/fLJ1.) <= 0.673 Flange is fully effective Check Web for Local Buckling per Section (B23) f, (Comp) F; (y3 /y)= 42 * (1.9/2.11) = 37.82 KS! f2(tension)= F, .(y/y) = 42 *.(168 /2.11) 33.44 KS! t=f2 /.f = 1.9/1.68 = -0.884 4 (2 * (1 + -0.884)^3) + 2 * (1 + -0.884) = 21.14 FlatDepth=w=y+y3 = 1.68+1.9 = 3.581n. wit = 3.58/0.062 = 57.74 2 = (1.052/V (w/t) j(F1 /E) = (1.052/(21.14)A0.5)* 5774 *(3782/29000)A05 = 0.48 b=w= e 3.58 b1° = be (3— yi) = 3.58 * (3 - -0.884) = 119 b2 = 3.58/2 =1.79 b1 +b2 = 13.9+1.79 = 15.69 Web is fully effective F & 17 MIC . MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 FAX : (909)869-0981 PROJECT PALOMAR TECHNOLOGIES FOR HAWTHORNE LIFT DBA NAUMANN SHEET NO. JO CALCULATED BY YS lb I Al LAN IlL SIKlzti1. F'UMUNA, LA 91 /06 DATE 7/7/2015 DETERMILNE ALLOWABLE MOMENT CAPACITY (cont..) Determine allowable bending moment per AISI - Determine Effect of Cold Working on Steel Yield Point (Fya) per Section A7.2 Fya -c.F)C +(i-c).F Lco,iep = L =(ir/2).(r+t/2).= 3.14159 * (2 * 0.15 + 0.062)/4 = 0.28 C=2•L/L1+2.L= 2 * 0.28 / (1.2 + 2 * 0.28) = 0.32 Ltia,ige_top = = = 1.2 in. m=.O.192.(F1 /F)-O.O68= 0.192 *(65/42)0068 = 0.23 b 3.69.(//J,)-O.819. -1.79 = 0 y1 : 1.68 3.69 * (65 142) :0.819 * (65 /42)A2 -1.79 = 1.96 Y2 2.11 Y3 . 1.9 (65 /42) 1.547 > 1.20 -'cg 1,892 r/t= (0.l5/0.062 = 2.419 <70K I: 1.463 S: 0.694 Fyc = bc p;. /(r/t) = 1.96 * 42 / (0.151 0.062)"0.23 = 67.18 t: 0.062 r: 0.15 fya_top= 0.32*67.18+(10.32)*420 50.06 Fy 42 f0_b0tt0m Ycg /I depth - Ycg I = u65 E: 29000 50.06 * 1.892 / (4 - 1.892) = 44.93 .TopFlange: 1.625 BottomFiange: 2.5 Check Allowable Tension Stress for Bottom Flange WebDepth: Lfla,,ge bOl = L A = LbO,,QflZ - 2 - r - 2 - t = 2.5 - (2 0.15) - (2 * 0062) = 2.08 CbOI(OflZ = Cb = 2- LC/(L,b + 2- L)= 2 * 0.28 / (2.08 + 2 * 0.28) = 0.21 ''v-boUom FYb = Cb + (1- Cb). F 1 = 0.21 * 67.18 + (1 -0.21) * 42 = 47.29 = = 50.06 0 = 50.06 II //ZOID y1: 1.68 2: 2.11 ))3. 1.9 1.892 1.463 0.694 t: 0.062 r: 0.15 F: 42 1,: 65 E: 29000 TopFlange: 1.625 BottomFiange: 2.5 WebDepth: 4 €IC MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 FAX: (909)869-0981 PROJECT PALOMAR TECHNOLOGIES FOR HAWThORNE LIFT DBA NAUMANN SHEET NO. 11 CALCULATED BY YS JOt AILAN IlL b J ktt.l, !'UiVJUlNA, LAY! IOö DETERMINE ALLOWABLE CAPACITY FOR BEAM PAIR PER SECTION 5.2 OF THE RIvil, PT II Check Bending Capacity M e,,ier =bM,i =W•L••Rm/8 = LRFDLoadFactor =1.2 DL + 1.4 PL + 1.40.125 PL JorDL = 2%oJPL 1.2 *0.02+1.4H1.4 *'0.125 R,=1 —[(2.F•L)/(6E•Ib+3.FL)] -- I - ((2 300 * 120)! ((6 * 29000 * 1.463) + (3 * 300 * 120))) IfØ— '0.95 0•M,7 =ØFya•S = 0.95 *50.06*0.694 Mend =W.L'.(l—R1)/8= 3440 * 0.5 * 120 * (1 -0.8)/8 W =,O- Mn .8.(#ofBeams)/(L R. ) 33 * 8 *2/(120 ' 0.8 * 1.599) * 1000 Check Deflection Cauacitv Alnox = Ass , Rd Rd 1(4FL)/(5FL+10EIb) 1 - (4 * 300 * 120)! ((5* 300 * 120) + (10 * 29000 * 1.463)) =L/180 Ass =(5.W.L)/(384.E.1b) L/180=(5.W.L.Rd )/(384.E.I6 .#ofBeams) ((5 * 3440 /2000 * 120"3) / (384 * 29000 * 1.463)) 0.76 w=(384.E.I.2)/(180.5.L2 .Rd )= 384 * 29000 1.463 * 2 1(180 * 5 * (120t2) * 0.76) * 1000 VA t. =' 33inlk = 5160 in- 3440 lb/pair = 0.76 = 0.69 = 3308 lb/pair = 1.599 = 0.8 Allowable Load = 3308 lb/pair SEI ZMIC PROJECT PALOMAR TECHNOLOGIES FOR HAWTHORNE LIFT DBA NAUMANN MATERIAL HANDLING ENGINEERING SHEET NO. 12 TEL: (909)869 - 0989 FAX: (909)869 - 0981 CALCULATED BY YS 161 ATLANTIC STREET, POMONA, CA 91768 DATE 7/7/2015 TH ALLOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL MStadc = w12/8 M A,,oW.sIC = Allow *1/ 8 M eic = MCon,, MA1J v,Seismic = S1 * Fb Level mstatic MAllOW Static M ismic MAllOW Seismic Result 1 2 46200 46200 49620 83220 8747 3378 17489 31324 GOOD GOOD PROJECT PALOMAR TECHNOLOGIES FOR HAWTHORNE LIFT DBA NAUMANN SHEET NO. 13 CALCULATED BY YS SEMMIC MATERIAL HANDLING ENGINEERING TEL: (909)869 - 0989 FAX: (909)869 -0981 Jo1,&I LAIN 1 It- 1Ktt1,ruJvJuJN/,L.Ay1/oo DETERMIINE ALLOWABLE MOMENT CAPACITY Determine allowable bending moment per AISI Check Compression Flange for Local Buckling (B2.1) w c- 2 t -2 r= 1.625 (2 * 0.067) - (2 * 0.15 = 1.19 in w/t= 1.19/0.067 . = 17.76 2 = 1.o52/). (w/t). /E) = (1.052 / (4)A05) * 17.76 * (42 / 29000) A 0.5 = 0.36 <= 0.673 Flange is fully effective Check Web for Local Buckling per Section (B2.3) .y1 : 2.44 Y2 2.84 j(comp)= F (3/2) 42 * (2.62 /2.84) 38.75 KSI y3 : 2.62 y g 2.658 A (tension) = F3,. (y1 /y2 ) = 42 * (2.44 / 2.84) 36.08 KSI Jx : 3.532 • 1.243 2.62/2.44 = -0.931 0.067 0.15 k=4+2.(1-)3 +2.(1--r)= . . 'P,: 42 4+(2 *(1+0 931)A3)+2*(1+0 931) . = 22.26 f, 65 29000 FlatDepth = w = y1 + 3)3 2.44 +2.62 = 5.06 in. . TopFlange: 1.625 w/t = 5.06 / 0.067 = 75.52 <200 OK . BottomFiange: 2.5 = (i .O52/-I). (w/t). ..,.j __ (I/E) = WebDepth: 5.5 (1.052 / (22.26)A0.5) * 75.52 * (38.75 I 29000)AO.5 = 0.62 be 5.06 . - ii) = 5.06 * (3 - -0.931) • = 19.89 = be (3 b2 = 5.06/2 = 2.53 b + b2 = 19.89 + 2.53 = 22.42 Web is fully effective SEMMIC MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 FAX: (909)869 - 0981 PROJECT • PALOMAR TECHNOLOGIES FOR HAWTHORNE LEFT DBA NAUMANN SHEET NO. 14 CALCULATED BY YS -. 11 AJ LAN 11LS1IthLL,?UMUNA,CA91/b DAlE 717/2015 DETERMILNE ALLOWABLE MOMENT CAPACITY (cont..) Determine allowable bending moment per AISI Determine Effect of Cold Working on Steel Yield Point. (Fya) ier Section A7.2 F =c.F,+(1-c).F. Lc =Lc =(7r/2).(r+l/•2)= 3.14159*(2*0.15+0.067)14 = 0.29 C=2•LC/Lf +2•L = 2*029/(119+2 *029) = 0.33 Ltia,ige_iop = Lf = = 1.19 in. = 0.192 .(P,/F)-0.068 = 0.192 * (65 /42) - 0.068 = 0.23 bc =3.69.(tg /fv )-0;819.(17f)2 -1.79= 2.44 3.69 *(65/.42)_0.819 *(65/42)-2 1.79 = 1.96 2.84 2.62 = (65 /.42) 1.547 > 1.2 0 U .'cg 2.658 r/t= (0.15/0.067 = .2.238 <70K I: 3.532 S: 1.243 F = b, F;,/(r/t)rn 1.96 * 42/ (0.15 / 0.067)'0.23 = 68.39 . . t: 0.067 r: 0.15 fy_top 0.33 * 68.39 + (1 - 0.33) * 42 = 50.71 Fy : 42 = Ycg / I depth - Ycg ) - .fya-bottoni 65 E: 29000 50.71 * 2.658 1(5.5 - 2.658) = 47.43 TopFlange: 1.625 BottornFlange: 2.5 Check Allowable Tension Stress for Bottom Flange Web-Depth: 5.5 LfIflflSC _bO, = L A = LbOtOm - 2 r - .2 . t = 2.5 - (2 *0.15) - (2 * 0.067) = 2.07 CbOLtOm =Cb=2•LC./(LTh +2LC.)= 2 * 0.29 / (2.07 + 2 * 0.29) . . = 0.22 Fybollorn = FV b = Cb F + (1 - Cb).Fyf= 0.22 * 68.39 + (1 - 0.22) * 42 = 47.81 Fya = 1'ya-rop = 50.71 . = 50.71 0.9 y1: 2.44 2.84 .Y3 2.62 2.658 3.532 S : 1.243 t: 0.067 r: 0.15 F1: 42 65 29000 TopFlange: 1.625 BottomFiange: 2.5 WebDepth: . 5.5 = 59.88 in = 4161 in- = 5548 lb/pair = 0.88 SEMMIC MATERIAL HANDLING ENGINEERING TEL: (909)869 - 0989 FAX: (909)869 - 0981 PROJECT PALOMAR TECHNOLOGIES FOR HAWTHORNE LIFT DBA NAUMANN SHEET NO. 15 CALCULATED BY YS 10 AlLAN FlU STE bbI, 1OMUNA, CA 917(38 DETERMINE ALLOWABLE CAPACITY FOR BEAM PAIR PER SECTION 5.2 OF THE RMI, PT 11 Check Bending Capacity M e,iier =Ø•M,3 =W.L..R/8 Q =LRFDLoadFactor =1.2•DL+1.4•PL+1.4•O.125 PL forDL=2%ofPL Q= 1.2*0.02+1.4+1.4*0.125 R1=1 —[(2.F .L)/(6.E .m+3.F.L)] = - ((2 * 300 * 120)! ((6 * 29000 * 3.532) + (3 * 300 * 120))) 11-0= 0.95 0 M,, =0' Fya S = 0.95 * 50.71 * 1.243 Mend =W.L.(1—R1)/8= 5548 * 0.5 * 120 * (1 - 0.9) / 8 W = çb'M .8.(#ofBeams)/(L.R .n)= 59.88 * 8 * 2 / (120 * 0.9 * 1.599) * 1000 Check Deflection CaDacity - Amax ='Ass R Rd =1—(4'F'L)/(5'F'L+10'E'Ib )= (4 * 300 * 120)! ((5 * 300 * 120) + (10 * 29000 * 3.532)) =L/180 (5.w .L)/(384.E.Ib) L/180=(5.W.L .R)/(384.E.f.#oJBeazs) ((5 * 5548 / 2000 * 120"3) / (384 29000 * 3.532)) * 0.88 w=(384.E.I.2)/(180.5.L2 .Rd )= 384 *29000* 3.532*2/(180 *5 *(120A2)*088) * 1000 = 1.599 _m_ 0.54 6898 lb/pair Allowable Load = 5548 lb/pair ZMIC• MATERIAL HANDLING ENGINEERING TEL: (909)869 - 0989 FAX : (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT PALO-MAR TECHNOLOGIES FOR HAWTHORNE LIFT DBA NAUMANN SHEET NO. 16 CALCULATED BY YS DATE 717/2015 BEAM TO COLUMN ANALYSIS : TYPE 2 LEVELS CONNECTION CAPACITY DEPENDS ON THE FOLLOWING PARAMETERS: SHEAR CAPACITY OF PIN PinDiameter = 0.43 81n. = 42000 PSI A i,, = Diameter 2 IT = 0.1507 in'2 Psi,.,.= 0.4.F; = 0.4 X42000X 0.1507 in^2 = 2531 lbs BEARING CAPACITY OF PIN ColumnThickness = 0.067 = 65000PS1 2.22 a-2.22 eaIing = a - Dia.' Col.Thickness/Q AT LEVEL I Pi / ZTYP 6' ®P3 I - U C liz' = 2.22 X 65000 X 0.438 X 0.067/2.22 = 1907 lbs 3. MOMENT CAPACITY OF BRACKET EdgeDist . = 1 .0ln. PinSpacing = 2 In Fy 42000 Psi i +i +i +i = + 1(4.5/6.5)+i(2.5/6.5)+I(.5/6.5) = P1 X2.154 =0.1791n. S 1,,,=0.127In3 Mcapaciiy = S11 . = 0.127 In"3 X .66 X Fy = 3520 in-lb C d = Mcapacj,., = 2.154 P,. d d_—EdgeDist/2 = 0.5 P, = Mcpacjy/(2.154'd) = 3520/(2.154XO.5)= 3268 lbs MINIMUM VALUE OFF I GOVERNS 1907 lbs Allow = [i *4.5]+[J *(o.5/4.5)*o.5] = 20244in-lb > 8747in-lb OK SEMMIC PROJECT PALOMAR TECHNOLOGIES FOR HAWTHORNE LIFT DBA NAUMANN MATERIAL HANDLING ENGINEERING SHEET NO. 17 TEL: (909)869-0989 FAX: (909)869 - 0981 CALCULATED BY YS 161 ATLANTIC STREET, POMONA, CA 91768 DATE 7/7/2015 TRANSVERSE ANALYSIS: BRACING: TYPE 2 LEVELS IT IS ASSUMED THAT THE LOWER. PANEL RESISTS THE FRAME SHEAR IN TENSION AND COMPRESSION. IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE DONE ON THE DIAGONAL MEMBER AS IT WILL GOVERN, DIAGONAL BRACING: COMPRESSION MEMBER Ldiag =j(L-6)'+ (D — (2 BColT)T = 394 . D Vdiag = Vtrans•LDiag = 437 lbs I f[ k-1 (1 X 39.3954) / (0.356) = 110.7 In rMin r12 'k = 23372.5PSI /rMin) .. SIDE ELEVATION =21000 . 2 . Panel Height (L) = 22 In F F>-- e 2 F =F.I ( 1— F. I = 42000X(1-(42000/(4X23372.51) 4•F) = 23.1 KSI Panel Depth (D) = 42 In Column Depth (B) = 3 In Clear Depth (D - 2*B) = 36 J, =AreaF 5205 lbs fc=1.92 c2c VDiag Brace Stress = D =2711 lbs =0.16 <1 (16%) SEMMIC PROJECT PALOMAR TECHNOLOGIES FOR HAWTHORNE LIFT DBA NAUMANN MATERIAL HANDLING ENGINEERING SHEET NO. 18 TEL: (909)869 - 0989 FAX: (909)869 -0981 CALCULATED BY YS 161 ATLANTIC STREET, POMONA, CA 91768 DATE 7/7/2015 POST-INSTALLED ANCHOR ANALYSIS PER AC! 318-11. APPENDIX D Assumed cracked concrete application Anchor Type = Powers Power Stud+ SDI 1/2" dia, 2" hef, 5" mm. slab ICC Report Number = ESR-2818 1.5 . h = 3 Slab Thickness (ha) 4 in. Cat = 12 usec.i,,dj 3 in. Mm. Slab Thickness (h) = 5 in. C.2 12 useCa2 3m. Concrete Strength (f) = 2000 in. Diameter (da ) = 0.5 3h = 6in. Nominal Embedment (h = 2.5 in. S1 =0 in.. useS1 adj = 0 in. Effective Embedment h 1) = 2 in. S2 =0 in. useS2 adj = 0 in. Number of Anchors (,) = i e'N = 0 in. e' v = 0 in. yAavc I 5hie r 1 From ICC ESR Report Ase = 0102insq S2 fuin = 100000 psi S1 = 7.25 in. • r1 r.L__.' = 5.25 in. A. Np:, = 85m ..._ 1 .5cai .:Si. I 5C 1 ASD Value øseisnic Adi. Strength Conversion Factor• 1.4 Tension Capacity 1397 lbs 0.75 1048 lbs . 749 lbs Shear Capacity 1504 lbs 0.75 1128 lbs 806 lbs SEMMIC MATERIAL HANDLING ENGINEERING TEL: (909)869 - 0989 FAX: (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT PALOMAR TECIINOLOGIE FOR HAWTHORNE LIFT DBA NAUMA SHEET NO. 19 CALCULATED BY YS DATE 7/7/2015 ANCHOR ANALYSIS TENSION STRENGTH Steel Strength 00.75 ONsa = 0'seJzra (0.75 * I * 0.102 * 100000) = 7650 lbs Concrete Breakout Strength ONcbg 0=0.65 ANC = (ca ia,j +SIfldJ +l.5h)•(Ca2a(Ij +S2 +1.5he )= 361n.sq. ANCO = 9h12 = 36 in.sa. Check if ANC ~ ,,co A /ANCO = 1 V'ec.N=l 1'ed.N = 1 = I 17 2a = 1 = = 2150. lbs = 1 ONcbg = (ANC /ANCO )(Ytec,N XWd,A' XC,N XV'cp.N XNb ) (0.65 * (36/36) * 1*1 * I * 1*2150) = 13971bs Pullout Stength ON 11 0 = 0.65 YJc.p= 1 ON pn = 01"c,pNp,cr(fc/2500) 0.5 N/A D.5.1 D.4.3. a) i) D-2 D.5.2 13;4.3 c) ii) Condition B Category I D.5.2.4 D.5.2.5 D.5.2.6 D.5.2.2 D-6 D.5.2.7 D.5.2.1 D.5.3 D.4.4 c) ii) Condition BCategory 1 D.5.3.6 = N/A D.5.3.1 Steel Strength (01v5) 7650 lbs Embedment Strength - Concrete breakout strength (ONcbg ) 1397 lbs Embedment Strength - Pullout strength (ØN,1 ) N/A SEMMIC MATERIAL HANDLING ENGINEERING TEL: (909)869 - 0989 FAX: (909)869- 0981 161 ATLANTIC STREET, POMONA, CA 91768 ANCHOR ANALYSIS SHEAR STRENGTH Steel Strength ø'a 0 = 0.65 (0.65 1 * 0.6 * 0.102 10 = 3978 lbs PROJECT PALOMAR TECHNOLOGIES FOR HAWTHORNE LIFT DBANAU SHEET NO. 20 CALCULATED BY YS DATE 1/7/2015 D.6.1 D.4.3 a) ii) D-28 Concrete Breakout Strength ØVcbg 0 = 0.7 AVC = (1 .5c 1 + Sl,adj + 1.5Cai )ha = 144 in.sq. A 0 = 3Ca ha - 144 in.sq. Check if vco /A0 = 1 1/'ed.V = 0 = 1 = .2.12 da = 0.5 in. l e = tin. 2a =i I \O.2 I \O.5 I \0.5 1.5 ( \O.5 1.5 Vb = the smaller of 7'Je /da ) da ) 2aIf ) Cal and 92af ) Cai = 10570 lbs O"cbg = O(Av, /A 0 )(yteci' XV'ed.V XVIV XT",) (0.7 * 1 * * 0.9 * I * 2.12 * 10570) * 1 = 14117 ibs Concrete Pryout Stength ØVq, =0.7 Kcp =i . Ncbg = 2149 lbs OVcpg = OKcpNcbg (0.7 * * 2149) 1504 lbs Steel Strength (01'a) 3978 lbs Embedment Strength - Concrete breakout strength (Øl,) 14117 lbs Embedment Strength - Pryout strength (v) 1504 lbs D.6.2 D.4.3 c) i) condition B D.6.2.5 D.6.2.6 D.6.2.7 D.6.2.8 D.6.2.2 D.3.6 D-33, D-34 D.6.2.1 D.6.3 D.4.3 c) i) Condition B D.6.3.1 D.6.3.1 SEMMIC MATERIAL HANDLING ENGINEERING TEL: (909)869 - 0989 FAX: (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT PALOMAR TECHNOLOGIES FOR HAWTHORNE LIFT DBA NAUMANN SHEET NO. 21 CALCULATED BY YS DATE 7/7/2015 BASIC LOAD COMBINATIONS 2013 CBC SECTION 2209 RMI / ANSI lylE 16.1 V = 399 lb v = 266 lb = 0.753 T,ans Long Sds Product Load/2 (PL) = 3000 lb Dead Load/2 (DL) = 100 lb Seismic Load(EL) = 1512 lb BASIC LOAD COMBINATION 1: DL 0 1.0*I00=100lb 2:DL+PL+LL+(LrorSLorRL) 100+3000+0 + 0 =3100 lb 3: (0.6 * DL) + (0.75 * 0.6 * PLapp) - (0.75 * WL) (0.6* 100) + (0.75 * 0.6 * 2010) + (0.75 * 0) = 964 lb ((0.6 - (0.11 * Sds)) * DL) + (0.75 * (0,6 - (0.14 * Sds)) * PLapp) - (0.75 * 0.67 * EL) (0.6 0(0.11 *0753)) * 100 +.(O.75 * (0,6- (0.14 * 0.753))) *2010 - (0.75 * 0.67 * 1512) = 37 lb DL + (0.75 * PL) + LL + (Lr or SL or I1) + (0.75 * WL) 100 + (0.75 * 3000) + 0 + 0 + (0.75 * 0) = 3100 lb 4: (1 + (0.11 * Sds)) * DL + (0.75 * (1 + (0.14 * Sds) * PLapp) + (0.75 * 0.67 * EL) (1 + (0.11 * 0.753)) * 100 + (0.75 * (1 + (0.14 * 0.753))) * 2010 + (0.75 * 0.67 1512) = 2535 lb 5:DL+LL+(0.5* (SL orRL))+(0.88* PL) +IL 100 + 0 + (0.5 *0) + (0.88 * 3000) + 750 = 3490 lb Fr V CROSS AISLE ELEVATION IC MATERIAL HANDLING ENGINEERING TEL: (909)869 - 0989 FAX (909)869 - 0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT PALOMAR TECHNOLOGIES FOR HAWTHORNE LIFT DBA NAUMA1' SHEET NO. 22 CALCULATED BY YS DATE 7/7/2015 OVERTURNING ANALYSIS: TYPE 2 LEVELS ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 2209 & 1613.1 OF THE 2013 CBC FULLY LOADED. Total Shear = 399 lbs RD lvi = 1crans I-ft M0 = 399 X80 = 31920 in-lb M, =(WpL +WD j.d/2 M, = (6000 + 200) X 42/2 = 130200 in-lb 'UpLifi = 1(M0 , —M")= (31920- 130200)/42. = -2340 tbs. Puplift <=0 No Up Lift = 1(M0 , +M 1 ) = (31920+ 130200)/42 d = 3860 tbs. TOP SHELF LOADED Shear = 303 lbs MOVE = T1,, . Ht M0 , =303X(96 +((48 -10)/2)) = 34807 in-lb M3, . (Wp, + WDL). d/2 = (3000 + 200) X 42 /2 = 67200 in-lb - —M") = (34807 - 67200) / 42 UpLj/i - d = -771 tbs. Puplift<0 No up Lift ANCHORS No. ofAnchors. 1 Pull Out Capacity: 749 Lbs. Shear Capacity: 806 Lbs. COMBINED STRESS . I Fully Loaded = (0 / 749 X 1))+ ((399 /2)/(806 X 1)) = 0.25 Top Shelf Loaded = (0 / (749 X 1))+ ((303 /2)/(806 X 1)) = 0.19 Seismic UpLift Critical (LC#3) = ((0 / 749 X l))+ ((399 /2)/(806 X 1))) / 1.2 = 0.21 Sec 4.22 ESR-2818 USE 1 Powers Power Stud+ SDI 1/2" dia, 2" hef, 5" mm. slab Anchors per BasePlate. 1b2 -% 1 fo SEIMIC MATERIAL HANDLING ENGINEERING TEL: (909)869 - 0989 FAX: (909)869 - 0981 it,! Al LAN IlL S1KbtI. 1OMU1NA, LA Y1Ib PROJECT PALOMAR TECHNOLOGIES FOR HAWTHORNE LIFT DBA NAUMANN SHEET NO. 23 CALCULATED BY yS - !IfIZU1D BASE PLATE ANALYSIS : TYPE 2 LEVELS THE BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (IF ANY). THERE ARE 3 CRITERIA IN DETERMINING Mb. THEY ARE 1. MOMENT CAPACITY OF THE BASE PLATE, 2. MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3. Vcol*h12 (FULL FIXITY). Mb IS THAT SMALLEST VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. Col = 3100 lbs MBe = 0th-lb P oi A D•B fb - Mb D.B2/6 .fb2 fbi =fb —fb2 1•t 2 SBe = - FB ,e = .75F b=_Mb F;, Base Plate Width (B) = 8 in b = 3 in Base Plate Devth (D) = 5in hi = 2.5 in Base Plate Thickness (t) = 0.375 in Fy (base) = 36000 PSI = 77.5 PSI = -OPSI = OPSI = OPSI Mb Lf 7 +fb1 67fb2] Mb = 242.19 in-lb = 0.02 inicb = 36000 PSI -m- 0.28 <= I OK .IZMIC. MATERIAL HANDLING ENGINEERING TEL: (909)869 - 0989 FAX: (909)869 -0981 PROJECT PALOMAR TECHNOLOGIES FOR HAWTHORNE LIFT DBA NAIJMANN SHEET NO. 24 CALCULATED BY YS 101 /k IL/UN I IL I Kflt.1, I'OMUINJk, LA iI /06 DAIt II f//-U1 SLAB AND SOIL : TYPE 2 LEVELS THE SLAB WILL BE CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND WILL ACT AS A FOOTING. PUNCTURE 'static = 3100 lbs SeLsnzic 760 lbs M0, 31920 in-lb Pmax =(1.2+O.2Sds)•DL+(O.85+O.2Sds).PL+1.OEL - 46491b - S (Gray. - seis. critical) = 118.96PS1 P ,8 2.66.2.J7< Apiijict =[(B+t)+(w+t)].2.t = 168 sq. in. F A•F =0.23 V WICi pliliCt SLAB TENSION A soil - 1.33 B =-.JBW+t b— L—B 2 M wb2 1.33fs011 b2 COliC 2 - 1442 2 colic = IVIC0C F, S 017 . F 011 OK = 503 sq. in. BASE PLATE B = 8 i = 22.441n . W = 5th = 10.32 in Frame Depth d = 42 in = 6.06 in 169 in-lb = 2.67 cb. in. = 134.16 PSI = 0.47 CONCRETE = 2000 PSI t= 4m 0 = 0.6 2=i SOIL isoil = 1000 PSF OFFICE USE ONLY RECORD ID#__________________ SAN DIEGO REGIONAL IHHMBP#______________ DCCC HAZARDOUS MATERIALS QUESTIONNAIRE BP DATE I I Business Name Business Contact Telephone # Palomar Technologies Allan Hass 760-931-3656 Project Address City State Zip Code APN# 2736 Loker Ave West Suite U Carlsbad Ca 92010 Mailing Address City State Zip Code Plan File# 2728 Loker Ave West Carlsbad Ca 92010 Project Contact Telephone # The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT -HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for proiects within the City of San Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the Items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: 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 Flammable Solids 8. Unstable Reactives 12. Radloactives PART II: SAN. DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISION (HMD): lithe answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Avenue, Suite 170, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. 0 CalARP Exempt FEES ARE REQUIRED. Project Completion Date: Expected Date of Occupancy: / YES NO (for new construction or remodeling projects) Date Initials 0 El Is your business listed on the reverse side of this form? (check all that apply). 0 El Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 CalARP Required 0 9 Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 / q pounds and/or 200 cubic feet? Date Initials 0. 9 Will your business store or handle carcinogens/reproductive toxins in any quantity? 0 9 Will your business use an existing or install an underground storage tank? 0 CalARP Complete 0 El Will your business store or handle Regulated Substances (CalARP)? / 0 El Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? Date Initials 0 El Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): lithe answer to Question #1 below is no or the answer to any of the Questions #2-5 is yes, applicant must contact the APCD at 10124 Old Grove Road, San Diego, CA 92131-1649 or telephone, (858) 586-2600 prior to the issuance of a building or demolition permit. If the answer to questions #4 or #5 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation. (Some residential projects may be exempt from the notification requirements. Contact the APCD for more information.) YES NO 0 El Has a survey been performed to determine the presence of Asbestos Containing Materials? 0 El Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdapcd.org/info/factslpermits.pdf, and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contact APCD if you have any questions). 0 0 (ANSWER ONLY IF QUESTION I IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? (Search the California School Directory at http://www.cde.ca.qov/re/sd/ for public and private schools or contact the appropriate school district). 0 El Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? 0 El Will there be demolition Involving the removal of a load supporting structural-member? Briefly describe business activities: Briefly describe proposed project: Warehouse storage machine components Install pallet racks in warehouse declare under penalty of peiury that to the best of my knowledge and belief tt e responses made herein are true and correct. Allan Hass Name of Owner or Authorized Agent Signature of Owner or Authorized Agent Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:____________________________________________________________________ BY: DATE: I I EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT-Nor FOR OCCUPANCY RELEASED FOR occupANcy COUNTY-HMD APCD COUNTY-HMD APCD COUNTY-HMD APCD A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. HM-9171 (03/14) County of San Diego - DEH - Hazardous Materials Division KLAUSBRUCKNER 2495Truxtun Road, Suite 205 SS AND ASSOCIATES - San Diego CA 92106 Tel: (619)677-2004 Fax: (619) 677-2444 PALOMA' R TECH'NO*LOGIES * 2736 LOKER AVE. WEST, SUITE D SAN DIEGo, CA 92010 High -Piled Combustible Storage Report RECEIVED AUG 18 2015 / CITY OF CARLSBAD Rev 1.'2 BUILDING DIVISION August ll,2015 C1tH 1i4iun ( UA 1.0 Preliminary research July 19, 2015 EK 1.1 Report revised to includepallétizedlfloor/shelf storage. August 7, 2015 EK 1.2 Report revised in section 6.2 to provide options to the I - August 11, 2015 EK hour fire barrier. Attachment #1 revised for the palletized storage. DISCLAIMER This report is the property of Klausbruckner & Associates Inc and was prepared exclusively for use by Palomar Technologies for the storage & occupancy conditions described in this report Palomar Technologies conditions and operations addressed herein are based on information provided to the-report byPalomar.Technologies Discrepancies between the information presented herein and actual conditions and conditions -presented on plans are the sole responsibility of Palomar Technologies Verification of compliance with the Code- requirements and provisions addressed herein is outside the scope of this report. Copies of this report retained by Palomar Technologies shall be utilized only by Palomar Technologies for the storage and occupancy conditions and the 2013 California Fire Code conditions and requirements addressed in this report. This report shall not be used for the purpose of construction for this projector any other project or for any other purpose. I Rev 1.2— Palomar Technologies . Page iii 2736 Laker Ave West Suite D Carlsbad ) Table of Contents 1. SUMMARY TABLE .............................................................................. ................................................ I 2. INTRODUCTION ......................... ........................................................................................................ 3 3. BUILDING CONSTRUCTION, DESIGN, AND OCCUPANCIES.................................................4 3.1 BUILDING CONSTRUCTION & DESIGN ..................................................................................................4 3.2 OCCUPANCIES .............................:........................................................................................................4 4. HIGH-PILED STORAGE REQUIREMENTS ..................................................................................5 4.1 AUTOMATIC FIRE SPRINKLER SYSTEM .................................................................................................. 6 4.1.1 Rack & Floor/Palletized.& Shelf Storage Areas .......................................................................... 6 4.1.2 Floor/Pallet ized & Shelf Storage Areas ....................................................................................... 6 4.1.3 Additional Protection Requirements ................................................................................. .......... 7 4.1.3.1 Extent of.Protection..................................................................................................................... ........... 7 4.1.3.2 Protection of Steel Columns for Rack Storage Areas .............................................................................7 4.1.3.3 •Fixed Obstructions ........................................................................ ........................... ... ............................7 4.1.3.4 Ceiling Slopes ................................................................................ .......................................................... 7 4.2 ALARM/MONITORING ..........................................................................................................................7 4.3 BUILDING ACCESS - DOORS & ROADS ................................................................................................7 4.4 SMOKE AND HEAT VENTS .....................................................................................................................8 4.4.1 High-Piled Storage Area ............................................................................................................. 8 4.4.2 Additional Requirements ............................................................................................................. 8 4.5 DRAFT CURTAINS ................................................................................................................................8 4.6 PORTABLE FIRE EXTINGUISHERS .........................................................................................................8 4.7 AISLE WIDTHS .....................................................................................................................................9 4.8 HOUSEKEEPING & MAINTENANCE .......................................................................................................9 4.9 FLUE SPACES .....................................................................................................................................10 5. MEANS OF EGRESS ......................................................................................................................... 11 5.1 STORAGE [S-1 OCCUPANCY] ................................................................................................................ 11 6. EXPOSURES ................................................... ............................................................... . .................... 12 6.1 OCCUPANCY SEPARATION .................................................................................................................12 6.2 SEPARATION OF HIGH-PILED STORAGE AREAS............... ................................................................:12 6.3 . ALLOWABLE AREAANDSIDEYARDS ................... ...................................................................... . ........ .12 CONCLUSION .............................................................................................. .......................................... .13 APPENDIX A: ATTACHMENTS ................. . .............. ..................................................................... 14 Rev 1.2 -Palomar Technologies . S Page iii KLAUSSRUCKNER 2736 Loker Ave. West, Suite D, Carlsbad AND Assoc(ATES 1. Summary Table TOPIC CODE SECTION CRITERIA/REQUIREMENTS Construction Type Existing Building Unknown. No proposed changes. Approximate Square Warehouse: 2305 ft2 [S-I, Storage] Footage Total Suite: 2305 ft2 [S-I, Storage] Occupancy CBC Sections 302, Occupancy separation within the suite is not required. The 306 entire suite is classified as S-i without any offices proposed. Storage Commodity CFC Sections Class I-Il: Metal Parts [cartoned and exposed] 3203.1, 3203.2;. Class III-IV: Corrugated cartons, Wood parts, Computer 3203.3, 3203.4, Monitors, Equipment <15% by weight of plastics, etc. 3203.6, 3203.7.1 Group A Plastics, Unexpanded: Plastic Equipment Parts, NFPA-13 [2013] Bubble Wrap, Printed Circuit Boards, etc. Table A.5.6.3 Automatic Sprinkler CFC 3208.2, Table Rack Storage Area Sprinkler Protection: Class I-IV Protection 3206.2 . Maximum Storage Height: 12'-0" Racks [Class I-IV] Maximum Ceiling Height: < I6'-3" NFPA-13 [2013] Aisle Widths: Sections 3.9.3.7.5, Single-Row Racks - Open shelves, area> 50% open 3.9.3.7.7 Sprinkler Requirements: • Control Mode Density Area sprinklers, K- 11.2, upright 0 NFPA-13 [2013], or pendent, listed for storage 0 Sections 8.5.6.1, Minimum density 0.4 gpm/ft2 over 2,000 ft2 remote area 12.8.6.1, 13.2.1, Minimum clearance 18" from deflector to top of storage 13.2.3, Tables Maximum coverage area 100 ft2 8.6.2.2.1(d), Maximum spacing between sprinklers 12'-0" 12.8.6.1, 13.2.1, Hose allowance soOgpm Figure 13.2.1 Floor/Palletized & Shelf Storage Area Sprinkler NFPA-I3 [2013] Protection: Group A Plastics, Cartoned & Exposed Sections 3.9.2.7 Unexpanded Maximum Storage Height: 12'-0" •• Maximum Ceiling Height: <16'-3" Aisle Widths:0 •. 0 : . Floor Storage/Palletized & Shelf Storage NFPA-13 [2013], 0 Sections 8.5.6.1, Sprinkler Requirements: 0 • 12.8.6.1, 13.2.1, ControlMode Density Area sprinklers, K-11.2, upright . Tables 8.6.2.2.1(d), or pendent, listed for storage 0 • 12.8.6.1, 13.2.1, Minimum density 0.4 gpml& over 2,000 ft2 remote area • Figure 13.2.1,c •• Minimum clearance 18" from deflector to top of storage Maximum coverage area 100 ft2 Maximum spacing between sprinklers 12'-0" Hose allowance 500 gpm . Existing sprinkler system density of 0.6 gpnilf? over 2,000 remote area meets the above requirement. CFC 3206.2, NFPA-13 [2013] 1. Extent of Protection: Sprinkler protection to. extend 12.3. 0 . 15'-0" beyond storage area if no barrier or partition separating storage from adjacent occupancy. I Rev 1.2— Palomar Technologies .0.1 KLAUSBRUCKNER . Page 1 I 2736 Loker Ave. West, Suite D, Carlsbad • AND AssociATEs I Topic CODE SECTION CRITERIA/REQUIREMENTS CFC-3208.4 Column Protection for Rack Storage: Not required NFPA-13 [2013] when storage heights do not exceed 15 ft. 17.1.4.1 Obstructions: Sprinklers are not required under fixed NFPA-13 [2013] obstructions or open grate flooring unless over 4'-0" in 8.5.5.3.1, width 8.5.5.3.1.1 Ceiling Slopes: The sprinkler system criteria for NFPA-13 [201.3] protection of storage are intended to apply only to those 12.1.2 areas where slope of the roof or ceiling above the storage does not exceed 2" in 12". 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 20 sprinklers) shall be electrically supervised by a listed fire alarm control unit. Smoke and Heat CFC Table 3206.2 Smoke and Heat Vents are not required by Chapter 32 as Vents high-piled storage of HighHazard commodity :S 2,500 ft2 Maximum Pile CFC Table 3206.2 Maximum Pile Dimension: 50 ft. Dimension for Maximum Pile Volume: 75,000 Cu. ft. Floor/Palletized Maximum Pile Height: See sprinkler sections of this report Storage Flue Spaces CFC Table 3208.3 Single Row Racks: Transverse 3-inches required Longitudinal not required Draft Curtains CFC Table 3206.2 Draft Curtains are not required by Chapter. 32 if the building is sprinklered Building Access & CFC Table 3206.2, Access roads required by CFC Section 503 Doors Sections 503. . Access doors are not required by Chapter 32 as high- piled storage of High Hazard commodity 2,500 ft2 Access roads are existing and have been approved. Hose Connections CFC 3206.8 Not required unless exit passageways are proposed within the high-piled storage areas. Aisle Width CFC 3206.9 Minimum required aisle width is 44" in sprinklered buildings with high-piled storage. Minimum required aisle width between shelf storage shall not exceed 30". Palomar Technologies agrees to maintain a minimum of 4'- 0" aisle widths within the warehouse. CFC 1018.4: . •. . .. . . Exception #2 Dead ends 50' NOTE: Any floor/palletized storage cannot obstruct the minimum width of the aisles. Fire Extinguishers CFC 906.1 & Table High-piled Storage Areas: 4-A:20-B:C 906.3(1), 906.3(2) Max travel distance: 50' Max area per extinguisher: 4,000 ft2 HaziMaterials N/A . NA. Not Part of the Scope of This Report Allowable Area !CBC Table 503 Existing Building. No proposed changes to type of construction, building square footage or occupancy. I Rev 1.2 —Palomar Technologies KLAU$BRUCKNER I Page I 2736 Laker Ave. West, Suite D, Carlsbad AND AssociATEs 2. introduction The following is a high-piled combustible storage code compliance report for Palomar Technologies, located at 2736 Loker Ave., West, Suite D in the City of Carlsbad, CA. This report is intended to help' both the owners and the fire department in expediting plan review and effectively determine the requirements necessary to meet the Fire Code. This report is based on the 2013 Editions of the California Fire Code and the Building Code, and the 2013 Edition ofNFPA-13, Standardfor the Installation of Sprinkler Systems. Rev 1.2 - Palomar' Technologies ' ' ' Page 3 \' KLAUSORLJCKNER 2736 Loker Ave.. West, Suite D, Carlsbad AND ASSOCATE$ 3. Building COnstruction, Design, and Occupancies 3.1 Building Construction & Design Palomar Technologies currently occupies 2,305 ft2 Suite of 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 as a warehouse. Rack storage, in single row racks with open shelves and aisles of at least 4'-0" is present in the storage area. Palomar Technologies will be classified overall as a S-i Occupancy, as defined by CBC 302-311 (Attachment #2). USE OCCUPANCY AREA SQ. FT. Warehouse S-i 2,305 Total Suite I 5-1 2,305 Rev 1.2 - Palomar Technologies ¼. Page 4 2736 Loker Ave. West, Suite D, Carlsbad AND AssocIATes T_ I 1 4. High-Piled Storage Requirements The commodities are Class I-IV; and High Hazard/Group A Plastics [unexpanded, cartoned and exposed], on open shelving:in. single row racks. The overall commodity classification per CFC Section 3203.1 through 3203.7.1 is designated as High Hazard/Group A Plastics (Attachment #3). Products Method of Storage Cartoned? Encapsulated Commodity (Attachment #3) Storage Height Class Metal Parts Rack < 12'-0" No Yes & No I-I! Woods Parts & Unassembled Cardboard Boxes, Computer Rack < 12'-0" No No 111-TV Monitors, Equipment <15% by Weight Floor! Metal Parts Palletized/ 12'-0" No Yes & No I-TI Shelf Woods Parts & Unassembled Cardboard Boxes, Floor! Computer Palletized/ 12'-0" No No III-IV Monitors, Shelf Equipment <15% by Weight Plastic Equipment Parts, Bubble Floor! High Hazard! Wrap, Printed Palletized! A < 12'-0" No No Group A Circuit Boards, Shelf . (Unexpanded) etc.* I :• *Palomar Technologies agrees to store their high hazard commodities on the floor away from the racks to* 12' with no other storage above High Hazard commodities include any products including packaging with unexpanded plastic part >15% by weight or expanded plastics >25% by volume] I 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. The highest commodity stored in thisbuilding is High Hazard/Group A Plastics, unexpanded, I cartoned & exposed. Based on Table 320.6.2 (Attachment #5), the following fire protection requirements will be I provided by Palomar Technologies to meet the requirements of CFC Chapter 32 and NFPA- 13 for the entire storage area. I Rev 1.2 -Palomar Technologies .. Page 5 KLAUSGRUCI<NER 2736 Loker Ave. West, Suite D, Carlsbad AND ASSOCIATES I I I I 1 I I I I I I 4.1 Automatic Fire Sprinkler System The following requirements are based on NFPA-13 (2013 Edition): 4.1.1 Rack & Floor/Palletized & Shelf Storage Areas Type of Storage: ': Single Row Racks & Floor/Palletized & Shelf Storage Type of Rack Shelving: 50% or greater open Commodity Stored: Class I-TV [Encapsulated and Unencapsulated] Flue Spaces for Standard Racks: Single Row Racks: 3" Transverse; Longitudinal not required Aisle Widths: > 41-0" Maximum Storage Height: < 121-0" Maximum Ceiling Height: < 161-3" Ceiling Sprinkler Required: Control Mode Density Area (CMDA) K- 11.2, upright or pendent sprinklers, listed for storage, density 0.4 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 (Attachment #6) Existing sprinkler system density of 0.6 gp,n/f?, over 2,000 ft, remote area meets the requirements for the required sprinkler design for this commodity. 4.1.2 Floor/Palletized & Shelf Storage Areas Type of Storage: Floor/Palletized & Shelf Storage Commodity Stored: Class I-TV [Encapsulated and Unencapsulated] and Group A Plastics, ,Cartoned & Exposed Unexpanded Flue' Spaces for Standard Racks: Single Row Racks: • 3" Transverse; Longitudinal not required Aisle Widths: ." S >4145 . ' Maximum Storage Height: < 121-0" Maximum Ceiling Height: < 16'-3" Ceiling Sprinkler Required: : Control Mode Density Area (CMDA) K-11.2, upright or pendent sprinklers,, listed for storage, density 0.4 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 (Attachment #7) Existing sprinkler system density of 0.6 gpm/f?, over 2,000 ft, remote area meets the requirements for the required sprinkler design for this commodity. Rev 1.2 -Palomar Technologies I KLAUSBUCKNER I Page 6 2736 Loker Ave. West, Suite D, Carlsbad AND ASSOCIATES 4.1.3 Additional Protection Requirements 4.1.3.1 Extent of Protection Per CFC 3206.2 and NFPA-13 Section 12.3 (Attachment #8), the extent and type of protection (including automatid 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 for Rack Storage Areas Rack Storage of High Hazard/Group A Plastics: Per CFC 3208.4 and NFPA-13 Section 17.1.4.1(4) (Attachment #8), where fireproofing of building columns is not required when storage heights do not exceed 15 ft. 4.1.3.3 Fixed Obstructions Per NFPA-13 Sections 8.5.5.31 and 8.5.5.3.1.1 (Attachment #8), 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 #8), The sprinkler system criteria for protection of storage are intended to apply only to those areas where slope of the roof or ceiling above the storage does not exceed T' in 12". 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 >20 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 automatic sprinkler system 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 #10), access doors are not required for high-piled storage areas of High Hazard/Group A Plastic commodities stored in an areas less than 2,500 ft2. Rev 1.2 - Palomar Technologies . I ' KLAUSBRUCKNER I Page 7 2736 Loker Ave. West, Suite D, -Carlsbad ASSOCIATES I I I I I I I I I I I I I I I I I I Hi Per CFC 503.l..1 (Attachment #10), fire apparatus access roads shall be provided within 1 150 feet of all portions of the exterior walls 'of the first story of buildings as measured by an approved route around the exterior of the building or facility. I 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 I 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 an increase in the minimum access widths where they are inadequate for fire or rescue operations. Fire I 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 I 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 I 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. 1 Access roads are existing and have been previously approved. I 4.4 Smoke and Heat Vents I 4.4.1 High-Piled Storage Area Per CFC Table 3206.2 (Attachment #11), smoke and heat vents are not required for high- piled storage areas of High Hazard/Group A Plastic commodities if 2,500 ft 2. 4.4.2 Additional Requirements I ' Per CFC 910.2.1 (Attachment #11), smoke and heat vents are not required in buildings and portions thereof used as a Group F-i or S-i occupancy having less ,than 50,000 square feet of undivided area. I 4.5 Draft Curtains I Per CFC Table 3206.2 (Attachment #12), draft curtains are not required in sprin1dered' high-piled storage areas of High HazardlGroup A Plastic commodities not exceeding 2,500 I W. I 4.6 Portable Fire Extinguishers Per CFC 906 and 3206.10 (Attachment #13), portable fire extinguishers shall be installed in I the following locations: In new and existing Group B, F and S occupancies Where required by the sections indicated in Table 906.1. I Rev 1.2— Palomar Technologies LI Page 8 KLAUSBRCKNER 2736 Laker Ave. West, Suite D, Carlsbad 'VU AND ASSOCIATES I I I Per CFC Table 906.3(1) & 906.3(2) (Attachment #13), the following is the proposed fire extinguisher type and layout: I Storage Areas: •4-A:20-B:C @ Travel Distance < 50 Feet I The owners agree to comply withthe 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 fireextinguisher 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 I 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• I visual obstruction cannot be completely avoided, means shall be provided to indicate the location of extinguishers. I 4.7 Aisle Widths I Per CFC 3206.9.1.1 (Attachment #14), aisles in sprinidered buildings shall be a minimum of 44 inches. Per CFC 3206.9.1 (Exception 2) minimum required aisle width between shelf storage shall not exceed 30". However based on the sprinkler criteria, a minimum aisle I with of 4'-0" is required. I .Dead ends greater than 50 feet in high-piled storage areas are not, recommended (Attachment #14). Palomar Technologies agree to meet the above requirements and to maintain a minimum of I . 4'-0" aisle widths within the rack storage area (see section 4 1.1). . II 4.8 Housekeeping & Maintenahce .. Per. CFC 3205 (Attachment #15), the following are general maintenance and safety I requirements, of which Palomar Technologies agrees to comply with:. I . The structural integrity of racks shall be maintained. Smoking shall be prohibited Approved "NO SMOKING" signs shall be conspicuously posted. I . 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 inches of the required aisle width shall be I maintained in 48 inch 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 inches. I Rev 1.2—Palomar Technologies 2736 Loker Ave. West, Suite D, Carlsbad .AND ASSOCIATES . KLAUSBRUCKNER . Page 9 During mechanical. stocking operations, a minimum unobstructed aisle width of 44 inches shall be maintained. Per CFC Table 3206.2, maximum pile dimensions shall not exceed 50 feet and maximum pile volume shall not exceed 75,000 Cu. ft. See Section 4.1.2 for maximum pile height restrictions. 4.9 Flue Spaces Per CFC 3208.3 and Table 3208.3: (Attachment 916), 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. Single Row Racks: Transverse - 3-inches & Longitudinal - Not Required Carlsbad Fire currently does not have a policy of requiring pallet stops or other approved devices. No devices to protect the require flue space is proposed due to limited size of the storage. Rev 1.2 - Palomar Technologies ., Page 10 KLUSORUCKNER 2736 Laker Ave. West, Suite D, Carlsbad AND ASSOCIATES I I 5. Means "of Egress I A complete exit analysis is outside the scope of this report and, when required, will be provided by the Architect of Record. The following general egress requirements apply to I the proposed sprinklered occupancy (Attachment #17): 5.1 Storage [S-I Occupancy] I , . Per CBC 1005.3.2 exception 1,. egress width components other than stairways shall be 0.15 inch/occupant. Per CBC Table1014.3, the common path of egress travel shall not exceed.100 feet. I . Per CBC Table 1015.1, one means of egress allowed for spaces with maximum occupant load of 29. I . • Per CBC Table 1016.1, exit access travel distance shall not exceed 250 feet. Per CBC 1018.4 exception 2, dead ends through common path of egress shall not exceed 50 feet. K LA U SB RUC KN ER Rev 1.2—Palomar Technologies I Page 11 I AND ASSOCIATES 2736 Laker Ave. West, Suite D, Carlsbad 6. Exposures 6.1 Occupancy Separation Palomar Technologies is classified as a S-i occupancy. Therefore mixed occupancy fire barrier walls are not applicable. 6.2 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 1-hour fire protection rating. To separate Palomar Technologies' high piled storage from any adjacent high piled storage areas, one-hour fire barrier, is. required 'between Palomar Technologies and the adjacent tenant spaces-OR a letter from the building owner agreeing not to allow high piled storage II in the adjacent tenant spaces will be provided. .6.3 Allowable Area and Sideyards The building is existing. There are no proposed changes to the occupancy, construction or square footage of the building. Rev 1.2— Palomar Technologies ' ' I .-. , Page 12 KLAUSBRUCPcNER 2736 Loker Ave. West, Suite D, Carlsbad. ' AND ASSOCIATES 1'. Conclusion It is the opinion. of Klausbruckner & Associates that the äbove.viI1 hiêet: the. repLiimneflts and/or intent of the. 2013 Edition Of the Calfornia Fh-4 Code; the. 20.13 Edition of the caiyornia. .uilding Code, and.the. 20:13 Edition of NFPA13 StdndWdj.O the IhstallatiOh of Sprinkler 5ysterns, for the type of occupancy and storage By way of my .ignature, Plomar Technologies agrees to -meet the storage conditions required and specified in this report P A/ .. Palomar Technologies Representative (Sign & Print Name) Date R Rev 1 2 - Palomar Technologies K ' Page 13 2736 Loker Ave. :'e4;ui D Carlsbad:. 1. AM, I I 8. Appendix A: Attachments I Rev 1.2— Palomar Technologies ; . Page 14 KLAUSBRUCKNER 2736 Laker Ave. West, Suite D, Carlsbad ' AND ASSOCIATES ATTACHMENT # I BUILDING CONSTRUCTION & DESIGN ;.J _- -: c•_ \ \ •\ \\ \ \ \ \ • _-- C\ _)c••' - — / - - - - - - - - WATER S*JPL / ------•-•--_.... ! PaIomarTechnologies / / ----- I 2732 /. LfTT\ \ _ 2736 LOKER AVE WEST 2738Agf. \ \\ / /1 /1. FF 0.0 \ 4R 0 E F ij \ L1 \ _--WI- I \\ \•\ \ / 2730 tj - -rn —_____ 2734. / L - EXISTING UNDERGROUND PIPING PLAN ATTACHMENT #2 OCCUPANCIES i . I CHAPTER 3 :(JSE .AND'OCCUPANCY CLASSIFICATION • SECTION '301 SECTION 303 GENERAL U .. .ASSEMBLY GROUP A 301.1 Scope. The provisions of this chapter shall control the 303.1 Assembly Group A. Assembly Group A occupancy classification of all buildings and structures -.asjo, use and includes, among others, the use of a building or structure, or a OCCUflCY. - '• '_ portion thereof; for the gathering of persons for purposes such • I F as civic, social or religious functions; recreation, food or SECTION 302 drink consumption or, awaiting transportation or motion pic- • CLASS I Fl CATI ON ' ture and television production studio sound stages, approved - 302.1 (;cncral. Sttuuturc' r portions trik 1lc'IiI] hc production facilities and production locations. I cIt iticd wi th 1CIC(I to flLa. 'l' lIL'\ Ifl (JFIC of IHflFC of tht.' 303.1.1 Small buildings and tenant spaces. A building or fl Cd ii this c..tlri \ mill Or j) 1). C 11151 itnd.al tenant space used for assembly purposes with an occupant to hC fl ciipicd at ditticiit ilflC 1ff ditlriit plirpi) 'S 'h5JI , load of less" 50 persons shall be classified as a.Group L;i)rI iJil' k itli 111 of tltc F c4_li_1 ill. I iICiit (liit fl C ,1111)llc5ihlr to cs. Ii d thc piiipis25 IOI \1iiCIi I I)c Iflfllfl of ,paL'c %k III hc B occupancy. 1,101 303.1.2 Small assembly spaces. The following rooms and ,su1iicd ti 1st tIc iiitiltiplc is I1fliIlCIC II s.oilipl\ ,';itli Scction 0 \ hcrc a r)is1)1Ic Ilii)pI'fiI I ispaces shalt not be classified as Assembly occupancies: '' it I lift 5fltfl. I IsII IS' P 5 idcd lii fl this si 'tic Ii 1: A room or space used for assembly purposes with .4 Ii 1st ikJ shall he classified in the i sup that tite )cctipancs an occupant load of less than 50 persons and acces- 1 IiiiI mallS ti,'c'iiihh,'s, ldill'C to lie lire sjtctv sory to another occupancy shall be classified as a - HC LZ-1iA II½s Ol'ttt— - Group B occupancy or as part of that occupancy. I•• i: Assembly (see Section 303): Groups A1, A-2, A-3, 2. A room or space used for assembly purposes that is A-4 and A5 . , less than '750square feet-(70 m) in area and acces- Biisinrcecin i'f B sory' to another occupancy shall be classified as a I 3• Group E •• Group B occupancy or as part of that occupancy. I 4. Factory and In (see Section 306): Groups F-I 303.1.3 Associated with Group E occupancies. A room or and F-2 . . ..' space used for assembly purposes that is associated with a GroupS E ocupancy is not considered 'a separate occu- 5,. High Hazard (see Section 307): Groups H-1,H-2, H- 'e . • , 3, H-4 and H-5 . . I . pancy.' 6. 'Institutional (see Section .308): Groups 1-1, I-2 1-3 . . t 303.1.4 Accessory to places of religious worship. I- Accessory religious èducationàl'rooms'and religious audi- . I. and toriums with occupant loads of less than 100 are not con-. 7. Laboratory (see Section 202): Group B, unless classi- sidered separate occupancies. ' . fled. 'as Group L (see Section 443) or Group H.(see •' . . . . . . . 303 2 Assembly Group A 1 Assembly uses usually with Section 307 fixed seating intended for the production and viewing of the 8 Mercantile (see Section 309) Group M performing arts or motion pictures including but not limited 9 [SFM] Organized Camps (see Section 440) Group to CIO .. .•• 111 t Motion piure and'television production studio sound ' [51l'] Research Laboratories . .(see Section 443): stages, approved . production facilities and production .. .Group L ' •, . '... . locations. (with live audiences).. 11 Residential (see Section 310) Groups R71, R 2 R-3 Motion picture theaters and R-4 . ' . Symphony and concert halls , I . . Television and radio studios admitting an audience ......................................... ,. 12. Storage (see Section 311): Groups S-1 and S-2 'Theaters 13 Utility and Miscellaneous (see Section 312) Group U 303.3 Assembly Group A-2. Assembly uses intended for I [SFM] Existing buildings housing existing protective social food and/or drink consumption including, but not limited to: care homes orfacilities established prior to 1972 (see Section . 3413). ' , . Banquet halls ., Casinos (gaming'areas) -. 1- 302.1.1 Reserved . . Nightclubs - I . 302.1 .2 Reserved . . -• . Restaurants, cafeterias and similar dining facilities" 302.1 .3 Pharmacies; -veterinary facilities; barbering, cos- (including associated commercial kitchens) . . . metology or electrolysis establishments; and acupunc- Taverns and bars. I ture offices. See Chapter 12. . . . . 2013 CALIFORNIA BUILDING CODE' ' JANUARY 1, 2014 ERRATA ' ' , . •' . 91 BUFF I F S k. 'USE AND OCCUPANCY CLASSIFICATION S , liiiihrn, Ti, --1 , lahi isjtini. ilailufflctLii ii3'. p kinirin. np rn Hr I ofnoncombustible materials which during finishing, packing SI 'C ii pnriiii ns that ann inl nia dl nd ;r, a (i sinp H P. ;,irdlnls sr ( nUip ton in onsnp5nis , S or processing db not involve a significant fire hazard shall be classified as F-2 occupancies and shall include, but not be S S ' S , limited to, the following: 306.2 \ldcrate-hairird Iactor industrial. (ruup 1- tor7 niidui".iri.il HSCS v,,Inch am ni sl,is,mlmnd ll Fa(_tor, 'Beverages: up to and including 16-percent alcohol content Industrial I I nss I azani halI P5 lasmlrCd i I' I NIdnn Brick and masonry S S I S I 1.17arI arid shill nnlulc, hul,nol P' ]ini'litt'(J to IIiC tIliw Ceramic products Foundries, Glass products. ' ,\ irs I att ni,inul is iurinp not ll In) J HI lUdS' CPLU ' 'Gypsum S S I \PPhIifh5' Ice \ilrintns cs]iimpniinnit Metal products (fabrication'and'assembly) S S ' uln)hiohilC arid oWn-u I'llol or n-hi k-, S S BaLi I ' I Iii's n-i in-Cs, (75 sr I P pCi Sn-nt ~ilcohol Cl fil n S SECTION 307 ' S Flic\slC. S HIGH-HAZARD GROUP H' ' S Ho,ts S ' Bniinls or Pin I n- ' [F] 307.1 Highhazard Group H. High-hazard Group 'H lansinsans iiashinin occupancy includes, among others, theuse of a building or S ' ('ii in-i is and pllltn) c'juipnui,'nl structure, or a portion thereof, that involvesthe manufactur- S S ' ('iris as r Si sri Ii I ,i S 'ing, processing, generation or storage of materials that consti- 1 ' ('iipnts ansi rio,i ins ludu nannirin ' tute a physical or health hazard in quantities in excess of ' I' hIi those allowed in control areas complying with Section 414, ' (nisi isthmi arid a'rnciilirmr ii ni,iclimn,'ry based on the maximum allowable quantity limits for control I )rii1l'nsails S areas set forth1 in Tables 307.1(1) and 307.1(2). Hazardous., S I I Di ,'Inarrniin n-iid ils's nn- occupancies are classified in Groups H-I, H-2, 1-1-3, H4 and H-S and shall be in accordance with this the I in-sIn n-nIr5ratinni'p]an section, require- I-sin- ments of Section 415 and the California 'Fire Code. Hazard- ' — ' I . ' Ennui- ininlirditin rn-h iildmn: k hon.1 pm o i nnin- and coinnici,21,j l not as mis r5iind ous materials stored, or used on top of roofs or canopies shall be classified,as outdoor storage or use and shall comply with . I ' ' With in tam _jltnuias and siuniulan duiii i 1inuIitmn the California Fire Code. I Unirtumn- - . Exceptions:. The f011owing shall not be classified as ' I ' Pull1 II 5 ' , Group H, but shall be classified as the occupancy that they 1 ' Jun-n n-rid 1st most nearly resemble. I 'iurno]n si S fl 'lilLl5iCts ' C.tthej I ' S L Buildings and structures occupied for the applica- tion of flammable finishes, provided that such buildings or areas conform to the requirements of Mmllv1iirL ash and din-on . Section 416 andthe C'aliforniaFire Code.' / ! 11/ dumi )fl pi) //lu unii 11 111 i//Ot? Ti 1/ill lion iiiiiIin " 2 \olesa1e and retail sales andtórae of flarnma- Pt (',hu lio11 Fa, 1/11,1 1 10/11 , ble and c6mbustible liquid§ in mercantile occupafl 'I 7)) i)(!1l ii 11 /Pt 011)1/1 (11 ilIi(IUI lil aodi, 1/ 1 I) cies conforming to the California 'Fire Code ills? Fill 11(1111 3. Closed piping, system containing flammable' or 5' 5 5 ' l'5ipnm iii] I B n Jr , I S i combustible liquids or gases 'utili zed, for the opera- I " . liii uoni'5uphi Phii tionof machinery órequipment. S ,, PIistis [mint isIs ' 4. 'Cleining establishments that 'utilize combustible S , I>niniiunp ii pnhlishnni n- ' . liquid' 'solvents having a flash '.point of 140°F J KC rn-,itimiii,il S n-this Ic ' (60C) or higher in closed systems employing ' , • , En-En-n- ill( innr517i01i equipment listed by an approved testing agency, provided that this occupancy is separated from all hon-p nil dntCrtiCills ' other areas of the building by 1-hour fire barriers l,srilss constructed in accordance with Section 707 on - I hour horizontal' assemblies constructed in accor- d ance with Section 711, or both. S I I ' 0) t siisuharisiui phstslsr iii' Cleaning establishments that utilize a liquid sol- point ' L V is istvmirkinl :iisnnci i ' vent having a flash at or above 200°F (937C). 306.3 Low-hazard factory industrial, GróüpF-2Fàctory Li9uor stores and distributors without'bulk storage. , I industrial uses that involve the fabrication or manufacturing , 7: Refrigeration systems. 2013 CALIFORNIA BUILDING CODE " . ' , : ' I 1 93 I ATTACHMENT #3 COMMODITY CLASSIFICATION It r - 1 I? •.HIGH-PILED COMBUSTIBLE STORAGE •, •• H - I 4 4 1 SECTION 3202 Glass DEFINITIONS ' Glycol in metal cans j(H. . - 4 t . -. 3202.1 Definitions. The following terms are defined in Cha- Gypsum board tF : .-. - ' •.. - - . •• ..4 -Inert materials, bagged y 4 Insulation noncombustible ARRAY - Noncombustible liquids in plastic containers having less ARRAY, CLOSED 4 4 41, than aaJioft9 LpacitX i(i)riiNu tiIiI litLi] po il&h_( AUTOMATED RACK STORAGE. ______ ----- U 4 I - BIN BOX ( Ia',', 11 (nn1odII, ( hi IT oiuiriditie ii pi OdLit. N in H itt( d UI I) Cr at iii iii \',i (Hr n C01\'IIVIODITY P prrhoiid (. (10 il' ) F(IUN Hriit DRAFT CURTAIN.!rf' ptJ LiiN i(idlrii ii rith I rritli it pHiol (H irr II'mmodnic,, jic a] iorr cd ml tin t huh ft C! Th built it EARLY SUPPRESSION1 FAST RESPONSE ESFR) (ot up \ p] to i iii .ri danri. o oh 'r.r tioii H) -I [' ±01 — " 1''PRIN" ER 'k?'' '0 . ' ILI_,1_4 'il I 1)1c.,; I Ci 1) mtihnlodutir in Iu4 hut sr n. Iiiiiitrd t EXPANDED PLASTIC 152. r" EXTRA-HIGH-RACK COMBUSTIBLE STORAGE Alcoholic beverages not exceeding 20 percent alcohol in I HIGH PILED COMBUSTIBLE STORAGE combustible containers I Foods in combustible containers IIGH PILED STORAGE AREA Incandescent or fuorescent light bulbs in cartons I LONGITUDINAL FLUE SPACE ,ç Thinly coated fine wire on reels or in cartons 4 MANUAL STOCKING METHODS " h24ii,c III C H I LI 0111(1: :: MECHANICAL STOCKING METHODS ' ui 11111111 ditii.. It 01 LI P 1i nati.ii ±1 Ii I. r ricoh I (10 up P. 4 '1 -- pIart itt or pu odor I thcrci II 0 ith ol.wjrhoLil plilleL, Prcdur N SHELF STORAGE ' '4 '1 1i.r. tiP '-r I to nt in i otto. I tinotini ot 1 n. tip \ or 13 pLis- SOLID SHELVING tic.",rur Ii it 111C1,11 hit. rim.s v, ilh p) ii. h iii Iii. .ci tim. n. itt TRANSVERSE FLUE SPACE M oH tort (roup \pl rh P P luiuiird UI Lm.Ii1d uurr 0 v iii 'm.m.t. lit ii 7A I t iiuiplm. ml ( IH i. niinoditir 0. uiirluilr hut it. ni t liittttm d to, liii. tout triti - 1' N .,- • -. 4 - 1'•k''-... i.,. '. ., SECTION 3203 ' Aerosol Level 1 (see Chapter 28) I COMMODITY CLASSIFICATION -, Combustible fiberboard - I 1 ( Ij'o,ilii. 41i4)ii ul (4)iliillOdlt.it', t.ii.m. m.hH] h Cork baled ii it toP i (I or I II III i\ i iu!i ho' ird in it.roid in Feed bagged ' 4. %111[h thi rm.m.Liotl \1 Nit ii Ii oP rrithiii oh roinutJitm. Fertilizers bagged , H rift. (ion trc am. mutt 1 tm hr uiinmmt.Iti P t i If lot Food in plastic containers ,mnit111 ,tihilit't Ht,'ra.tcri to.' co ml ti. ii -it,udjiir MCI( 1iIi -Furniture:- woody natural fiber; upholstered nonplastic,i - or t] o. plut to. i] torin of titt in tIm.j iii ou]i chLuu liii. cl wood.ctir metal with plastic padded and covered arm I nut. tuon bm.m. '-im.i..tumn I) ' lou H muir loon it (rotip rA. rests I B uid ( p1 '1irt Glycol in combustible containers not exceeding 25 percent , - • : Lubrièating or hydraulic fluid in metal cans.! . ,. • ' 3.203 2 ( -lass I oniinotIiii m. ( Ii I roinni. Iltir ii r I. mnril Lumber I — n 1Pm U miim.otuihu,tihir 0 1 00 1 I 00 ±lrn (0 ft ilL P uudd Mattresses excluding foam rubbr and foam .'Plastics , ' polm.t.'thm Hurt nolid duck p:m]ictn, in mmtdiuiai 001110', toP U Noncombustibleliquids in: plastic contiiiers havin - tnt n oh 01 v,urhoiut run"]- t]itm.Lncrr divudrtu m. mr in ordun '-'- apacityof mrethah 5 gallons (19,L) Y - -. - • - P ]r mmrapj riot oh ii m itli ui plii.tr ( I col Paints oil base in metal cans or iliomt..rl 0 ront un Iuiuuutt.1 mount Of (_Jrori] \ P1 ti Paper waste baled ., in ,irrordinrc o iii 'tcr tiimri ) .4 Liinplcm it ( do' I '1 - - Paper and pulp -h6rizontal stórãge, orverticàl storage that -"- . •' -- - . rtm nutnomli IC in I muhc hut ic ii 'I i iii it'd to, thu to! 10 'itl i - ' '' • . - - • - . - 4 is banded 'or protected with approved wrap , 4. Alcoholic beverages not exceeding 20-percent, alcohol Paper in cardboa ,d boxes '4 1 I Appliances noncombustible electrical Pillows excluding foam rubber and foam plastics .2' l Cement in bags - Plastic coated paper food containers 4 Ceramics 1 Plywood Dairy products in nonwax coated containers (excluding Rags baled 1 bottles) Rugs without foam backing Dry insecticides - Sugar, bagged Foods in noncombustible containers' ~ Wood baled - -. -'- • • 'I. .. . . .-.-------.- -.. - .(41,..Fresh fruits and vegetables in nonplastic trays or containers—d I rsttliurnur oP rpS.' , . • 94, N. I II Frozen foods I "4 Yarns of natural fubi.a ad viscose 334 — - r u-,1 . ¶ 2013 CALIFORNIA FIRE CODE C. ' •':-''- ,'- I HIGH-PILED COMBUSTIBLE STORAGE • Ij 3203.5 Class IV commodities. Class IV. commodities are ABS (acrylonitrile-butadiene-styrene copolymer). Class I, II or Ill products containing Group A plastics in ordi- Acetal (polyformaldehyde) I nary corrugated cartons and Class. I, II and Ill products with Acrylic (polymethyl methacrylate) Group A plastic packaging, with or without pallets. Group B Butyl rubber - plastics and free-flowing Group A plastics are also included EPDM (ethylenepropylene.rubber) I ; . in this class. The total amount of nonfreë-flowing Group A FRP plastics shall be in accordance with Section 3203.7.4. Exam- (fiberglass-reinforced polyester) Natural rubber (expanded) pIes of Class 1V commodities include, but, are not limited to,. Nitrile rubber (acrylonitrile butadiene rubber) . . the following: t. :-, . PET or PETE (polyethylene tèrephthalate) Aerosol, Level 2 (see Chapter 5 1.) E-gorlwyI Pol butadiene . Alcoholic beverãg:s, exceeding 20-percent but less Polyester!omer 80-percent.alcohol, in cans or bottles in cartons Clothing, synthetic or nonviscose Polypropylene • . , Combustible metal products (solid) . Polystyrene (expanded and unexpanded) . Furniture, plastic upholstered . . . . PolyuretFane (expanded and unexpinded) . Furniture, wood or metal with plastic covering and.padding PVC (polyvinyl chloridegreater than 15-percent plasti- • ,. Glycol in combustible containers (greater, than 25 percent - .cized, e.g., coated fabric unsupported film) and less than 50 percent) . . SAN (styrene acrylonitrile) - - Linoleum products . SBR (styrene butadiene rubber) Paints, oil base in combustible containers . • Pharmaceutical alcoholic elixirs tonics etc 3203 7 2 Group B plastics Group B plastics are plastic I Rugs, foam back . . . .. . materials having a heat of combustion and a burning rate Shingles, asphalt higher than that of ordinary combustibles, but not as high . Thread or yarn, synthetic or nonviscose- as those of Group A plastics. Examples of Group B plas- I. lligh-hazard cunuiioditics. cit tics include,but are not limited to, .the following: • ii ui high 13/ill Pr-1 lii PlC Clit liLt -P CII ICC hl7jrd Cellulosics (cellulose acetate; cellulose acetate butyr- hc&iid hit it it (ltii 1 11 III ii i\ . 1_i2±'P A CiIi1.i iinl, ate etliyl cellulose) I c cliiil cd nc ni idcd ii mi i_ I:i \iniplci id Chloroprene rubber . nh htzuid cnuliJIlodI[ii ricI1c. hut diC tint 1111MCd 10. JW Huoroplstics (ECTFE, ethyl ene-chlorotrifluoroethyl- , ene copolymer; ETFE, ethyl enetetrafluoroethylene Aerosol, Level 3 (see Chapter 51) . . . . - copolymer; FEP, - fluorinated ethylene-propylene 1 ..Alcoholic beverages,, exceeding 80-percent alcohol, in copolymer) . bottles or cartons . . . Natural rubber (nonexpanded) Commodities of any class inplastic containers in carousel . Nylon (Nylon 6, Nylon 6/6) . - : storage . .......... . PVC (polyvinyl chloride greater than .5-percent, but not ,. Flammable solids (except solid combustible metals) exceeding 15-percent plasticized) Glycol incombustible containers (50 percent or greater) Silicone rubber I. - -Lacquers, which dry by solvent evaporation, in metal cans. . . . u. • -.. - . $1. - . 3203.7 up.3 Group C plastics. Gro C plastics are plastic I Lubricating or cartons or hydraulic fluid in plastic containers materials hdving a heat of combustion and a burning rate I Mattresses foam rubber or foam plastics similar, to those of ordinary combustibles Examples of Pallets and flats which are idle combustible t: ;-j. . Group-C.piastics include; but are,not.limited to, the fol- ii - Paper and pulp, rolled, in vertical storage which is lowing: . . .I unbanded or not protected with an approved wrap Fluoroplastics (PCTFE polychlorotrifluoroethylene Paper, asphalt, rolled, horizontal storage . FFFE,polytetrafluoroethylene) . . Paper, asphalt, rolled, vertical storage . -Melamin'e (melamine formaldehyde) Pillows, foam rubber and foam plastics . Phenol - - I Pyroxylin . PVC (polyvinyl chloride, rigid 'or plasticized less than 5 -. Rubber tires . . . percent, e.g., pipe, pipe fittings) I Vegetable oil and butter in Jastic containers - i PVDC(polyvinylidene chloride) 3203.7 (lasifiin o1pIstkti. PC n. ihuhl hc dcciiLrd PVDF (polyvinylidene fluoride) ui Cn up A. i_f or ( in ii orduni c i'ith •-cc 2t)_f . I PVF (polyvinyl fluoride) . ,. . - I hiiouuhi _f 70 ' 4 Urea (urea formaldehyde) . . 3203.7.1 Crniip S pIulk. Cinup .\ ph urc pI-i 3203.7.4 Limited quantities of Group A plastics in I J hicit ii curium- lu ii 111,11 i un_h liitii-i mixed commodities. Figure 3203.7.4 shall be used to • - thin ih~ir if fluuhlu,n Lu urithu ihimi und huurnrip i utc - detern-iine. the quantity of Group A plastics allowed to be hihcr thuri thu ud ( ip If pi ni F tuuip1uL u_f ( irnup \ stored in a package. or -carton or, on a pallet without 1 .. ph LuLL ruchuJc. liii nc tnt Iirxuicut lit i}ic tu]tm\L ii. 4 increasing the commodity classificátioñ. 2013 CALIFORNIA FIRE CODE 335 I - Copyright 2013 National Fire Protection Association (NFPA). Licensed, by.agreementtor Individual use and single download on July 31, 2013 to.Klausbruckner & Associates, In for designated user Elley I Klausbrucknerl. No other reproduction or transmission in any form permitted,without written permission of NFPA. For inquires or to report unauthorized use, contact licensing@ntpa.org. 13-268 INSTALLATION OF SPRINKLER SYSTEMS I Table A.5.6 Examples of Commodities Not Addressed by Table A.5.6.3 Co1itinued Classifications in Section 5.6 .. •..., Commodity . Commodity Class ' Boat Storage - Stored on racks . ... . Truck or larger empty or . Group A plastics Boxes, Crates filled" - Empty, wood slatted* . Beans . Lighters (butane). . . Dried - packaged, cartoned Class III I - Loose in large containers. (Level 3 aerosol) Boat Storage Storage Container .: - Stored in racks . See.Table A.5.6 - Large container storage of household goods Bottles,Jars cartoned I . . Empty, *Should be treated as idle pallets. . . - Glass . Class I Plastic PET (polyethylene . Class IV terephthalate) • . of the more hazardous materials within the container. For ex7 Filled noncombustible powders I . ample, a Group A plastic product enclosed in a five- or six- - Plastic PET Class II • sided.metal container can be considered Class 11 while a ce- -Glass, cartoned . Class I ramic product heavily wrapped in tissue paper and placed in a - Plastic, cartoned [less than 1 Class IV corrugated carton couldbe Class HI. gal (3:8 L)] . . - Plastic, uncartoned (other than . Group A plastics I A.5.6.2.2 For example, Class III will become Class IV, and .PET), any size Class IV will become a cartoned unexpanded Group A.plastic - Plastic, cartoned or exposed Group A plastics commodity. . . . [greater than 1 gal (3.8 L)] . I •A.5.6.2.3 For example, Class II will become -Class IV, and - Plastic, solid plastic crates Group A plastics Class III and Class IV will become a cartoned unexpanded - Plastic, open plastic crates . Group A plastics Group A plastic commodity. Filled noncombustible liquids - Glass, cartoned . Class I • A.5.6.3 See Table A.5.6.3. . - Plastic, cartoned [less than 5 Class I I . . . gal (18.9L)] .5 . • . . . .. . - Plastic, open or solid plastic •• Group Aplastics Table A.5.6.3 Alphabetized Listing of Commodity Classes cratesc . . -Plastic, PET - . . Class I. Commodity . Commodity Class Boxes, Crates . . . - Empty, wood, solid walls Class 11 Aerosols . . - Empty, wood, slatted See Table A.5.6 — . . Cartoned or uncartoned - -Class ffl . Level 1.. Bread . . Wrapped cartoned Class III I Alcoholic Beverages Butter Cartóned or uncartoned . . . Whipped spread Class Ill - Up to 20 percent alcohol in Class i .. . Candles I . metal, glass, or ceramic . Packaged, cartoned I containers . . . . - Treat as expanded plastic. .. . Group A plastics • --Upto20 percent alcohol in ....Class H. . . . Candy . . . . . . . . . wood containers . . . .. . . -Packaged, cartoned . Class ifi. • .. .-. -Aminunition . . .. . . . . -. Canned Foods ., . . . . Small arms, shotgun - • Class iv- . . -- . In ordinary cartons - . . Class I .. . ... packaged, cartoned . . . . . . -Cans . . . . . Appliances, Major (e.g., stoves, . Metal - empty, . . . Class -I I . • refrigerators) . . Carpet Tiles - Not packaged; no appreciable - Class Cartoned .. Grniip,ptics - plastic exterior-trim . - Corrugated, cartoned (no Class 11 I• • appreciable plastic trim) Baked Goods - . - Partially assembled Class IV I Cookies, cakes, pies : - - •- .... Wax coated, single walled - Group A plastics - Frozen, packaged in cartons' Class II . Cement • • • . - Packaged, in cartons Class III - Bagged : . . Class I I Batteries. . . -Cereals . I . Dry cells-(nonlithium or similar - . . Packaged, cartoned . Class III - exotic metals) . . S • - Charcoal . - Packaged in cartons - Class i • - - Bagged - standard - - . Class III Blister-packed in cartons - Class If - Cheese . . - - -Automobile - filled" Class I - Packaged, cartoned Class III S . 2013 Edition : . . - • - S • • - -, S . I I 1 U I . I ATTACHMENT #4 DESIGNATION OF HIGH PILED STORAGE AREAS II I I I I I , .1. I : 1. - HIGH-PILED COMBUSTIBLE STORAGE 'I SECTION 3204 3205.6 Designation of storage heights. Where required by . DESIGNATION OF HIGH-PILED STORAGE AREAS 3204J (untraI. I 110j-piled I the' fire code official, avisua1 method of indicating the maxi- mum allowable storage'height shall be provided. • , I'li ttI'd lor,l ;J] (.:Is tntnJrd lit 'tin inc il ii dili't'itiii 1 3205.7 Arrays..A.rrays"shall comply with.Section 3207.4. Clllllk'tll1\ LIl tlijti itltic'tttt nrc,i't 'tliJll tiC Un t''t'd 3205.8 Flue spaces. Flue spaces shall comply with Section 'pntifi llI\ Un ittiiitcd It) tnritatti ('Lt'c. I. ('n't I (' 3208.3. I • (]n I\ill h hazttid tiiiticiiiic. 1'11(: t I'ttt,ttIOtI iii a . hi'h 1 Ucti LnITl1tntIlUc 'tNra 'C dlCfl cr pfitiinli thcicot titcinind iii InIJICe of i dill't'icnt Coll if] i)tdtt't 't]il'tS h,t]! in SECTION 3206 I htcJ in hc htnhct lI17,Ird ttrnniidit't' CI,I it'icd t.t>'tCJ)I )'t LI 1 l'ttd'I 1 t1 I1 2o . GENERAL FIRE PROTECTION J AND LIFE SAFETY FEATURES 3204.2 Designation based on engineering analysis. The 3206.1 'General. Fire protection and lifesafety features for designation of a high-piled combustible storage 1area,or,por- high-piled storage areas shall be in /ccordance with Sections I tion thereof, is allowed to be based on a lower hazard class . 3206.2 through 3206.10. than that of the highest class of commodity stored when a 3206.2 Extent and type of protection; Where required by . limited -quantity of the higher hazard commodity has been Table, 3206.2,, fire detection systems, smoke and heat demonstrated by engineering analysis, to b&adequàtely, pro- iected by the automatic sprinkler system providd. The engi- removal, draft Curtains and automatic sprinkler design densi- neering analysis shall consider the ability, of the sprinkler ties shall extend the lesser of 15 feet'(4572 mni) beyond the high-piled storage area or to a permanent partition. Where 'system to 'deliver the higher density required b' the higher "hazard commodity. The higher density shall be' basedon the portions of high-piled storage areas have different fire protec- I ,s 'actual storage height of the pile or rack and the thinir'ium tion requirements because of commodity, 'method of storage allowable design area for sprinkler operation as set forth in 'height, or storage the fire protection features required by the density/area figures provided In NFPA'13. The contigu- Table 3206.2 within this area shall be based' on the most ous area occupied by the higher hazard commodity shall not restrictive design requirements. I ; -exceed 120 square feet (11 m2) and additional areas of higher 3206.3 Separation. of high-piled storage areas. High-piled 'hazard' commodity shall be separated from other such areas storage areas shall 'be separated. from other portions of the by 25 feet (7620 mm) or more. The sprinkler .system shall be ' building where required by Sections,,,,,3206.3.1 through capable of delivering the higher density over a minimum area 3206.3.2.2. I of 900 square feet (84 m2) for wet pipe systems and 1,200 3206.3.1 Separation from other uses. Mixed occupan- .' square feet (111 m2) for dry pipe systems. The shape of the cies shall be separated in accordance ,with the California 'l design area shall be in accordance with Section 903. , Building Code. 3206.3.2 Multiple high-piled storage areas: Multiple SECTION 3205 , r 'high-piled storage areas shall be in accordance with Sec- a ' HOUSEKEEPING AND MAINTENANCE tion 3206.3.2.1 or 3206.3.2.2. I 3205.1 Rack structures. The structural integrity of',rácks 3206.3.2.1 Aggregate area. The aggregate.of all high- 'shall be maintained. : ' - s' ' - piled storage areas within a building shall be used for the.-application Of Table 3206.2 unless such areas are 3205.2 Ignition sources. Clearance from ignition ,ources separated ' fro m' each 'other by '1-hour fire' barriers con- 'I I shall be provided in, accordance with Section. 305. structed in :accordance withSectio&707 the 'California' -' .3205.3 Smoking. 'Smoking 'shall be prohibited.Approved "Building ,ode. Openings in'such fire barriers shall be "No Smoking" signs shall-be conspicuously posted'in accor- ' protected by opening .protectives having, a .1-hour fire dance with Section 310. , ' ' ' ' ' ' - protection rating.'. I 3205.4 Aisle maintenance. When réstockhi"is" nói? being 3206.3.2.2 Multiclàss high-piled storage areas. High- . 'conducted, aisles shall be kept clear of storage',''wast& mate-. piled stoiage areas classified as Class I through IV not - I rial and debris. Fire department access doors,- aisle á'nd-exit' separated from high-piled -storage, areas -classified as I '1P doors shall not be obstructed. During restockiijk operations high hazard shall utilize the aggregate of,all high-piled using manual stocking methods, a 'minirnám 'unobstructed , ' storage areas as high hazard for the purposes of the ' aisle width of 24 inches (610 mm) shall be i'iain'tainediin48- ' - application of Table 3206.2. To be considered as sepa- - - inch (1219 mm) or smaller aisles, and 'ã'miniñium' tinob- - rated, 1-hour fire barriers shall be constructed in accor- I " structed aisle width of one-half of the reqUired 'aisle width dance with Section 707 of the California Building -shall be' maintained in aisles greater than48'-inch'e (1219 ' Code. Oeningsin such fire barriers shall be protected ' mm). During mechanical, stocking operations;'aiiiinimum by opening protectives having a I-hour fire protection - - '- ,unobstructed aisle width of 44 inches (1118 mm) shall be rating. I , maintained in accordance with Section 3206.9." .- , ' . • Exception: As provided for in Section 3204.2. 3205.5 Pile dimension and height limitations. Pile dimenn 3206.4 Automatic sprinklers. Automatic sprinkler systems sions and height limitations shall comply with'--' Section shall be provided in accordance with Sections 3207, 3208 and - I ' .3207.3. - ' - ' • • :.. • - 3209. - 2013 CALIFORNIA FIRE CODE 337 * I • ' ' ' -' ". ' . ' -.' ', ' . I.. ,, - ' ' ' - ' ATTACHMENT #5 GENERAL HIGH PILED STORAGE REQUIREMENTS HIGH-PILED COMBUSTIBLE STORAGE TABLE:3206.2 , GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS '1 SIZE OF HIGH-PILED ALL STORAGE AREAS b (See Sections 3206, 3207 and 3208) SOLID-PILED STORAGE, SHELF STORAGE AND PALLETIZED STORAGE COMMODITY * CLASS STORAGE AREA feet) (square f (see Section 3207.3) Automatic fire- Fire . . . Building Smoke and Draft - . Maximum Maximum (see Sections 3206.2 extinguishing detection access . he curtains pile permissible Maximum and 3206.4) • system (see Section -system (see Section (see Section removal (see Section (see Section dimension' storage height'1 pile volume (cubic feet) 3206.4) 3206.5) 32066) 3206.7) 3206.7) (feet) (feet) 0-500 Not Not - Not Not Not Not Not Not - Required' Required Required' Required Required Required Required Required 501-2,500 Not Required . - '.Yes' Not Not Not, Required - Not' - Required 100 -. 40 ' 100,000 - - - 2,501-12,000 - - Public-accessible Yes Not - Not Not Not - - 100 40 . -400,000 - Required Required Required Required Not 2,501-12,000 Not Not Not '- - - • Nonpublic accessible Yes . Required Required Required Required 100 40 400,000 I-TV (Option 2,501-12,000 - - - Nonpublic accessible- . Not Required. Ye' Yes' Yes Yes . 100 3Øf. 200,000 (Opt ion 2) 12,001-20,000 - - Yes - . Not ' Required -Yes . - Ye& Not Required 100 40 - 400,000 r 20,001-500,000 - Yes- . -- Not Required Yes - Ye& Not Required 100 ' 40 - - - 400,000 Greater than Yes Not Yes Ye& Not -100 40 - 400,000 - - 500,000 . Required - - Not Not - Not .Required 0-:500 Not .Not - 50 Not Not Required' . Required Required' 'Required, Required Required . Required 501-2,500 - Yes . Not Not Not Not 50 - 30 75,000 Public accessible - Required Required Required Required . - - -i u L . L - O mt'l in ,iCn- 'ih .. I •C - n - r.i - , - - — Innn uiicd kn niind l-quii - ] I jiiii 501-2,500 Nonpublic accessible ,NOt Required Yes- Yes Yesi Yes 50 - 20" 50,000 -(Option 2) - • . . - - g 2,501-300,000 - Yes - - Not Required Yes - - Yesi . Not , Required , 50 - . 30 -1• 75000 - 300 001 500000kb - - - , Yes ', - -Not Require d Yes - - Yesi . Not Required 50 30 75 000 I . For SI: 1 foot = 304.8 mm, I cubic foot = 0.02832 m3, I square foOt = 0,0929,m2. - II . - '' •' - -- - When automatic sprinklers are required for reasons other than those in Chapter 32, the portion of the sprinkler systrii 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. - S •' I I. For storage in excess of the height indicated, special fire p{Otectioh:shall be provided in accordance with Note g when required by the fire code official. See also Chapters 51 and 57 .for special limitations for aerosols and flammable and combustible liquids, -respectively. •.. - e. Section 503 shall apply for fire apparatus access. • . ' - - • - f. For storage exceeding 30 feet in height, Option I shall be used. - - - I . 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 spiinklerdensity;-or additional fire department hose connections shall be provided when required by the fire code official. - - . . . • - ,h. 'High-piled storage areas shall not exceed 500,000 square. feOt-.-.A 2-hour fire wall constructed in accordance with Section 706 the California Building Code I' shall be used to divide high-piled storage exceeding 500,000 square feet in area. . . I . s,i. Not required when an automatic fire-extinguishing system is designed and installed to'protect the high-piled storage area in accordance with Sections 3207 .' and 3208. • . '- -, " j. Not required when storage areas with an exit access travel distance'of 250 feet (76 200 mm) or less are protected by early suppression fast-response (ESFR) sprinkler systems installed in accordance with Section 903.3.1.1. 338 2013 CALIFORNIA-FIRE CODE I I ATTACHMENT #6 I RACK STORAGE & FLOOR STORAGE -, CLASS I-TV AUTOMATIC FIRE SPRINKLER REQUIREMENTS Copyright 2013 National Fire Protection Association (NFPA). Licensed, by agreement; for individual Use and single download on July 31, 2013 to Ktausbruckner & Associates, In for designated user Elley I Klausbrucknerl. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contactllcenslng@nfpa.org. 'p -LDEF1NmoNs 13-23 3937* Rack. Any combination of vertical;, horizontal, 3.9.4.2 Horixital Channel. Any uninterrupted space in and diagonal members that supports stored materials. excess of 5 ft (15 m) in length between horizontal layers of [1, 20121 stored tires. Such channels can be formed by pallets, shelv- ing, racks, or other storage arrangements. 3.9.3.7.1 Double-Row Racks. 'Racks less than or equal to 12 ft (3.7 m) in depth or single-row racks placed-back to 3.9.4.3 Laced Tire Storage. Tires stored 'where the sides of back having an aggregate depth up to 12 ft (3.7"m),with the tires ovr1ap, creating a woven or laced appearance. aisles having an aisle width of at leasc3.5 ft (1.1 m) between [See FigureA.3.9.4.9(g).] loads on racks. - .•i- ''.. 3:9.4.4* Miscellaneous Tire Storage. The storage of rubber 3.9.3.7.2 Movable Racks. Racks on fixed 'raii"bt guides tires that is incidental to-the main use of the building; stor- that can be moved back and forth only iii' aLhizontal, age areas do not exceed 2000 ft2 (186 m2), and on-tread storage piles, regardless of storage method, do not exceed two-dimensional plane. A moving aisle i"creatéd 'asabut- '. ting racks are either loaded or unloaded, the moved 25 ft (7.6 m) in the direction of the wheel holes. Acceptable . across the aisle to abut other racks. storage arranements include (a) on-floor,-on-side storage up to 12 ft (3.7 m) high; (b) on-floor, on-tread storage up 3.9.3.7.3 Multiple-Row Racks. Racks greater .'than '.12 ft - (3.7 m) in depth or'single- or double-row-racks separated - to 5 ft (1.5 m) high; (c) double-row or multirow fixed or -portable rack: storage on-side or on-tread up-to 5 ft (1.5 m) - by aisles less than 3.5 ft (1.1 m) wide havingian oierall high; (d) single-row-fixed or portable rack storage'on-side width greater than 12 ft (3.7 In - ' -. . or on-tread up to 12 ft (3.7 m) high; and (e) laced tires in - racks up to 5 ft (1.5 m) in height. 3 ul 39.3.7.4 Portable Racks. Racks that are not fixed in place - + and can be arranged in any number of configtiratioi-is. 3.9.4.5 On-Side Tire Storage. Tires stored horizontally or flat. — - - - '! , r Sinl Run' Rail;; bit lii; Ii ii;; ],,;jt1I 3.9.4.6 On-Tread flreStorage. Tires stored vertically or on their treads. intl Itt;' ,jni;,-,ii;tl hit li_ti - iljtlt ] n n,i Ii h nulL ,i idili 1 fit P II It I I I 3.9.4.7 Palletized tire Storage. Storageonponablericksof lii di In - - various types utilizing a conventional pallet as a base. . 3.93.7.6 Rack Shelf Area. The area of the horizontal -sur- 3.9.4.8 Pyranzid Tire Storage. On-floor.storage in, which . face of a shelf in-a rack defined by perimeter aisle(s) ,or nominal 6 in. (152 mm) flue spaces on all four sides, or by tires are formed into a pyramid to provide pile stability. I - .f; the placement of loads that block openings that would oth- 3.9.4.9:9 Rubber Tire Rack lllustrations. - See -Figure A.3.9.4:9(a) erwise serve as the required flue spaces. through Figure A.3.9.4.9 (g). - [TTT7.7 ii Intu n uidi Ii in'' itt i.;( Li ih,ii ui - lxi ii iii ti; i- %,, h Ii \ t' i it_i .1'.'! Ct 3.9.4.10 Rubber Tires. Pneumatic tires for passenger auto- mobiles, aircraft, light and heavy trucks, 'trailers, farm equipment, construction equipment- (off-the-road), and -, iii;! - n Ijcc il l(i ,i ih; II ,11; ,t it ii ii In -. t It,;; ,j t i ' buses. - -' I 'I ii 1 intL iItilii'li,itnt mlii in; I - ni'il id;;; IT it I . 3.9.5 I_oll Paper Definitions. .3.9.5.1 .4.ii'ay'(.I'ape,-). ul I'I' Vit; nub; - I Ii iii lit t 0n I liii ii I - .11; rit,i .titt e ii If 3.9.5.1.1 Closed Array (Paper). A - - . 1 Slatted Shelf Rack. A rack where shelves. are fixed . in place with a series of narrow individual solid, supports verticalstorage arrange- ment in which 'the distances -between columns in both di- rections are short [not more than 2 in. (50 mm) in one used as the shelf material and spac - ed apart with regular - - direction and 1 in. (25 mm) in the other]. - openings. - - . - ,, . 3.9.5.1.2 Open Array (Paper). A'vertical, storage arrange- - 3.9.3.79'SolidShelfRack. A rack where shelvesarefi,ëdin' ' - ment in' which the distance between columns in both place with a solid,-slatted, or wire-mesh barrier used as the - directions is lengthy (all vertical arrays other than closed ' shelf material and having limited openings in the, shelf area.' or standard) . 3.9.3.8 Solid Shelving. Shelving that is fixd-in:placeslat- ted, wire mesh, or other type of shelves located -within, 3.9.5.1.3* Standard Array (Paper). A'vertical storage at'- rangement in which the distance between columns in one 'u racks. The areaofa solid shelfis defined by perimeter aisle -directionisshort[1 in. (25 mm) or less] and-is in excess of or flue' space on all four sides. Solid shelves having an area 2 in. (50 mm) in the other direction. - equal to or less than 20 ft2 (1.9 m2),are defined as open racks. Shelves of wire mesh; slats, or other,-n'iaterials more - 3.9.5.2 Banded Roll Paper Storage. Rolls provided with a circumferenjial steel strap [% in. (9.5 mm) or wider]' at than 50 percent open and where the flue spaces are main- each end of the roll. - tamed are defined as open racks. - - - - - • , * 3.9.5.3 Column. A single vertical stack of rolls. I -- -- u 3.9.3.9 Transverse Flue Space. The space between rows of storage to -the direction of loading. (See parallel g- 3.9.5.4 Core. The central tube around which paper is ureA.3.9.3.6.) • - • wound to form a roll. - - - - - r 3.94 RubberTu Storage Definitions.--- " 3.9.55 Paper (General Term). The.terrn for all. kinds of 3.9.4.1 Banded,Tires. A storage method in which' a,nuiii- felted sheets made from natural fibrous materials, usually vegetable but sometimes mineral or animal, and formed on ber of tires are strapped together. a fine wire screen from water suspension. I Copyright 2013 National Fire Protection Association (NFPA). Licensed, by agreement, for individual Use and single download on July 31, 2013 to Klausbruckner & Associates, In for designated user Elley Klausbrucknerl. No other reproduction or transmission in any form permittedwithoul written permission of NFPA. For inquires or to report unauthorized use, contact Iicenslng@nlpa.org. 13-52 INSTALLATION OF SPRINKLER SYSTEMS tor distance shall be measured from the bottom of the insila tion and shall be in accordance with 8.5.4.1.3.1or8.54:132. 8.5.4.1.3.1 For insulation that is-installed diredt1y'ãganttthe ceiling or roof structure and is installed flat andpàraliei to'the ceiling or roof structure, the -deflector distance,shalLbè mea-' 'sured to the underside of the insulal.ion. 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 halföf the distance of the deflection from the insulation high paint to the insulation low point. If the deflection or sag in the insuIationexceds 6 in. (152 mm), the deflector distance shall be measured" to the high point of the insulation. The deflector shall not be positioned above tl.k;wpoint 'of the insulation. 83.4.1.4* Heat collectors shall not be used as a means to assist the activation of a sprinkler. 85.4.2 Deflector Orientation. Deflectcirs of sprink,lers, 'sh'all 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.L) 8.5.5.2* Obstructions to Sprinkler Discharge Pattern Devel- opment. - 8.5.5.2.1 Continuous or nohcontinuOus 'obstructions less than J or equal to 18 in. (457 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. Section 8.6 through Section 8.12 so that they are located' sufficiently - 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 horizon Lai 'plaOe more than 18 in'. (457 mm) below the sprinkler deflector-in aman- , nerto limit the-dis,tribution'from reaching the protected'haz- ard shall comply with 8.5.5.3. ' 83.5.3.1* Sprinklers shall be 'installed under fixd- olisiruc- tions over 4 ft (1.2 m) wide. 8.5.5.3.1.1' Open -grate flooring over 4 ft (1.2 _m).in width 'shall require sprinkler protection below the gratitig. 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 open gratings shall ,be of the intermediate level/rack storage type or otherwise'hielded from the.discharge of overheadsprinklers. .8.5.5.4 Closets. In all closets and compartments, including .' those closets housing mechanical equipment, 'that are not larger than 400 ft3 (11:33 m3) in size, a single sprinkler at the highest ceiling space shall be sufficient withouttegard to. ob- structions or minimum distance,to the wall. .5.6 Clearance limit I),-fl,-ioi to Sioi agt'. 5,6.l nh',, ii tt',iIII Iit'ii1 'ii S15J,2,b i 0 iii' I 'I I ii,' ii' ii wi n I 'i n' ('fl hi' ii 'liii Iii II it I if , ,i,i t ii now iii In' tint Ii,dl h' I ' in nLn ii film Eu m _lw,ME. ' ,,t,..,. 8.5.6.2 Where'other standards' specify greater clearance to ' storage minimums,' they shall be followed. 8.5.6.3 Aminimilirn clearance to storage of 36 in. (914 mm) shall be permitted for.special sprinklers. 8.5.6.4 , A minimim clearance to storage of less than 18 in. ' (457 mm) betweefi the top of storage and ceiling sprinkler deflectors shall be permitted where proven by successful large- scale fire tests for the particular hazard. S 8.5.6.5 The clearance from the top of storage to sprinkler deflectors shall be not less than 36 in. (914 mm) where rubber tires are stored. 8.5.7 Skylights.. 8.5.7.1 Sprinklers shall be permitted to be otnitted from sky- lights not exceedirg 32 ft2 (3 m2) in area, regardless of hazard classification, that are separated by at least 10 ft (3 m) horizon- tally from any otherunprotected skylight or-unprotected ceil- ing pocket. 8.5.7.2 Skylightsitot'exce'eding'32 ft2 (3 m2)sha11 be permit- ted to have.a plastic cover. 8.6 Standard Pendent and Upright Spray Sprinklers. 8.6.1 Getieral. 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 (Standaid Pendent and Upright Spray Sprinklers). 8.6.2.1 Determinkion 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. 8.6.2.1.2 The requirements of 8.6.2.1.1 shall not apply in a smallroom-as defined in 3.3.21. 8.6.2.1.2.1 .The'rotection area of coverage for each sprin- kler in the small room shall be the area of the room divided by the number of sprinklers in the room 8.6.2.2' Maximum Protection Area of Coverage." 8.6.2.2.1* The maximum allowable protection area of cover- age for a sprinkler (A,) shall be in accordance with the value indicated inTable 8.6.2.2.1(a) through Table 8.6.2.2.1(d). '' • * ' 8.6.2.2.2 In any case, the maximum area 'of coverage of a sprinkler shall not exceed 225 ft2 (21 M2). . • .8.6.3 Sprinkler Spacing (Standard Pendent and Upright Spray Sprinklers). 8.6.3.1 Maximum' Distance Between 'Sprinklers. The maxi- mum distance per'mitted between sprinklers shall comply with Table 8.6.2.2.1(á)through Table 8.6.2.2.1(d). - 8.6.3.2 Max'i'munrit 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). 2013 Edition S ' S , 4 C . . ' 5' 5''• ' . Copyright 2013 National Fire Protection Association (NFPA). Licensed,by agreement,for individual use and single download on July 31, 2013 to Klausbruckner & Associates, In for designated user Elley ,• I Klausbrucknerl. No other reproduction or transmission In any form permitted withoutwritten permission of NFPA:For inquires or to report unauthorized use, contact licensing@nfpa.org. 13-54 •INSTALLATlONOF SPRINKLER SYSTEMS' • T,1hl- 5.6.2.2.1 (d l'rolt-t lion \rt,Is .ind Maxiiititrii Spit og mum of 1 in;(25.4mm) and a maximum of 12 in. (305 mm) iii 51.iiid.tnl Penileiit and I prit1ii Spra Sprinkleri for throughout the area of coverage of the sprinkler. I-ugh-Piled Stot tn" n • 8.6.4.1.1.2 The rçquirements of 8.6.4.1.1.1 shall not-apply I I - - I roOt lion \I,iiniiiin where ceiling-type sprinklers (concealed, recessed, and flush types) have the operating element, above the ceiling and the ArvLi deflector located nearer to the ceiling whererinstalled in ac- - — 2 • [v1)t. System I spe I t iii It rn . . cordance with their'listing. - I — - . 8.6.4.1.1.3 The requirements of 8.6.4.1.1.1 shall not apply for \J1 II!i 'tin aII 2 12 light and ordinaryhazard occupancies with ceilings of non- combustible or limited-combustible construction. • 11 dc . I" (A) Where a vertical change in ceiling elevation within the All Hydraulically 130 --4.6 area of coverage of the sprinkler creates a distance of-more -• - calculated . than 36 in. (914 mm) between the upper ceiling and the sprtn- • with densit - . . kier deflector, a vertical plane extending down from the,ceiling <0.25 -- ' at the change in ele'vation shall be considered a wall for the pur- I •' pose of sprinkler spacing asshown in Figure 8.6.4.1.1.3(A). *In buildings where solid structural members create bays up to 25 ft - - 17.6 m) wide, maximum spacing between sprinklers is permitted up to . • - - I2ft6in. (3.8m). - . . . . ' . Maximum . . 8.6.3.2.4.1 Sprinklers shall be permitted to be.located.not . . ½S . . - .. more than 9 ft. (2.7 rn) 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 lorizontal distance shall be measured at the floor level from the wall, or the interec-- . . X f-Lion of the curved surface and the floor to the nearest sprin- . . . I . 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 mlinimum-of 4 in. (102 mm) from-a wall. • 8.6.3.4 Minimum Distances Between Sprinklers. Maximum -- 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. 1'e spaced not less than 6-ft Vertical plane treated as wall - ,(1.8.m) on center. . ' - for sprinkler spacing - 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 satisfied: . - X> 36 in. (914 mm) - - (1) Baffles shall, be arranged to protect the actuating ele- - S = 1aJr!1urn allowable distance between sprinklers, • '• - . ments. - (2) Baffles shall be of solid and rigid material that will stay in .- . . . FIGURE 8 6 4 1 f.9 (A) Vertical Change in Ceiling Elevation - . . place before and during sprinkler operation. . ' Baffles-shallbe less Greater Than 36 in. (914 mm). . .1 . (3). not than 8in. (203 mm) .long and 6in.... -, ' . • •. ,- .-. . - I I - I (152 mm) high -(4) The tops of baffles shall extend -between 2 in. and 3 in. - . . ',. . . . . . . - ( (51 mm and 76 mm) above the deflectors of upright- (B) Where the distanc11 1e between the upper ceiling and the -sprinklers .. . - - . . ' --.-,i - .n sprinkler deflector is less.than or equal to 36 in. (91.4mm), the . ,. . I ' (5) The bottoms of baffles shall extend downward to a level at sprinklers shall be permitted to be spaced as though the ceil -m- least even with the deflectors of pendent sprmklers. . ing was flat, proided. the-obstruction rules are observed as - .--- . . shown in Figure 8.6.4.1.1.3(B). • . 8.6.3.4.3 -In-rack sprinklers, shall be permitted to be placed . . . . ' - • less than .6 ft (1.8 m) on center.- : . ........... 8.6.4.1.2 Obstructed Construction. Under 'obstructed con- - I ' ' 8.6.3.4.4 -Old-style sprinklers protecting fur storage vaults .J struction, the sprinkler deflector shall be located in, accoy- following dancevith one of the arrangements: - - j shall be permitted to be placed less than 6 ft (1.8 m) on center.1 . - - . - 8.6.4 Deflector Position (Standard Pendent and Upright - - wi Installed with the deflectors thin the horizontal planes of 1 in. to6in. (25.4 mm to152mm)below the structural . - f .Spray Sprinklers). - : . . . members and a maximum distance of 22 in.-(559 mm) -8.6.4.1- Distance Below-Ceilings. . below. the ceiling/roof deck Installed with the deflectors at or above the bottom of the - • - -, 8.6.4.1.1 Unobstructed Construction. y:•-; .,-.-.: , - structural member to a maximum of 22 in. (559 mm) .I 8.6.4.1.1.1 Under unobstructed construction,the distance •. below the ceiling/roof deck where the sprinkler is in- between the sprinkler deflector, and the ceiling shall be a mini- stalled in conformance with 8.6.5.1.2 '. I 2013 Edition I : Copyright 2013 National Fire Protection Association (NFPA). Licensed, by agreement, for Individual use and single download on July 31, 2013 to Klausbruckner & Associates, In for designated user Elley Klausbrucknerl. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licenslng@nfpa.org. - 13-128. INSTALLATION OF SPRINKLER SYSTEMS :. 12.7.2* Systems with Multiple HZI.J Classifications.: For ss- 12.8.3 Water allowance for outside hose shall be added to the tems with multiple hazard classifications, the hose stream al- sprinkler requirement at the connection to the city main or lowance and water supply duratiOn shall be in accordance with yard hydrant, whichever is closer to the system riser. Section 12.8 as well as one of the following: -12.8.4 '(1) The water supply requirements for the highest hazard Where inside -hose connections are planned or are required, the following shall apply: classification within the system shall be used. . . • (2) The water supply requirements for each individual hazard (1) 'A total water allowance of 50 gpm (189 L/min) for a classification shall be used in the calculatióii'fdr the de- single hose connection installation shall be added to the sign area for that hazard. . •. . . . sprinkler requirements. (3) *For systems with multiple hazard classificatibns'whëré tiie . (2) A total water allowance of 100 gpm (378 L/min) for a 1 higher classification only lies within single rodn'sless than multiple hose connection installation shall be added to or equal to 400 ft2 (37.2 m2) in area with no such rooms the sprinkler requirements. adjacent, the water supply requirements forthe principal . . (3) The water allowance shall be added in 50 gpm (189 L/min) occupancy shall be used for the remainder of.the'systern. incrementsbeginning at the most remote hos&connection, .. ' .. a 12.7.3 The with each increment added at the pressure required by the calculations shall satisf' any single point on ap- . . sprinkler system design at that poinL propriate density/area-curves. -. 12.7.4 The minimum water.supply requirements shall ,be 12.8.5 When hose "valves for fire department use are attached in 8.17.5.2, to wet pipe sprinkler system risers accordance with • determined by adding the hose stream allówance.from Sec- the following shall "apply: - Lion 12.8 to the water supply for sprinklers as determined by !Chapter 12 through Chapter 20. -- .--' . The water supply shall not be required to be added to 12.7.5 The minimum water supply requirements determined standpipe demand as determined from NFPA 14. Where the cotbined sprinkler system demand and hose' from 12.7.4 shall be available for the minimum durationspeci- stream allowance of Chapter 12 and Chapters 14 through fled in Section 12.8. . . . . . . . 20 exceeds the requirements of NFPA 14, this higher de- t12.7.6 Total system water supply requirements shall be deter- mand shall beused. . mined in accordance with the hydraulic, calculation -pr oce- For partially spnnklered buildings, the sprinkler demand . • 1dures of Chapter 23. not including, hose stream allowance as indicated in . Chapter 12 and Chapters 14 through 20 shall be added to 12.7.6.1 When using the 'density/area method, the design the requirements given in NFPA 14. area shall meet the requirements of 23.4.4.1:1.1. : . ñ? paiiHil Fih- 12762 When using CMSA the design area shall meet the 'pt1 S',tm . requirements of 23.4.4.2.1. I iii iin.!i t(_1 l)i.]ni, 11( 111111111HIT11w,iii'r up- 12.7.6.3 When using ESFR 'sprinklers, the désig area; shall jI j ni in in. In Iin.Ii,iiilii ,iljn ii 'rind i ipnii h.ii J consist of the most hydraulically demanding a'rea.f.12'jrin- . LI ii III ii ii lLII]r'r .LlILI li ill I lii( fll Ii ii I.) .idib • klers consisting of four sprinklers on each of thre branch lines unless other specific numbers of design sprinklers are i I ii mi blur in Ii nl I I ft I - h I I in iii • .- . required in other sections of this standard. .12.8.6.2 Unless indicated. otherwise, the supply determine .d 12.7.7 Multiple Adjustments 12.7.7.1 Where multiple adjustments to the area of operation in accordance with 1286 1 shall be available for the mini mum duratton specified in Table 12,8.6:1. . . . .• . .ons. . . . . . 12.9 Re scU . are required-to be made, these .adjustments shall be com- . . pounded based on the area of operation original!yseiectd. .. 12.9.1".When using the density/area method, unless the re- 12.7.72 If thebutlding has unspnnklered combustible con- quirements of 12.9.2 are met for buildings having unsprin- . . . kiered described 8.15.1.2 cealed spaces, the rules of Section 12.9 shall be applted after combustible concealed spaces as in . 'm- all other modifications have been made. . . . o,•1dgsbe3000t and 8.15.6, the minimum area of sprinkler operation for that. portion .. 2 (279m 12.7.7.3 The minimum design density for any sprinkler sys 12 9 11 The design area of 3000 ft2 (279 m2) shall be applied Lem installed in a storage occupancy shall be not less than 2 . . . - 0.15 . .. only to the sprinkler system or portions of the sprinkler system gpm /ft (6.1 mm/min) after all adjustments are made. . . that are adjacent to the qualifying combustible concealed 12.8 Hose Stream Allowance and Water Supply Duration. space. . .' 12.8.1* Tanks shall be sized to supply the equipthentthat they 12.9.1.2 The tern ad 12.9.1.2 apply toan sprinkler system serve. . . . . ., ..... protecting a space above, below, or next to the qualifying con- cealed space except where abarrier with a fire resistance rat- - .. . . . . .... , • . 12.8.2* Pumps shall be sized to supply the equiprnent..that ing at least equivalent water tothe war supply duration completely they serve. . .. . . separates the concealed space from the sprinklered area: . . 2013 Edition' . . . .. . . . . , . . -4 Copyright 2013 National Fire Protection Association (NFPA). Licensed, by m agreeent;.for individual use and single download on July31, 201310 Ktausbruckner & Associates, In for designated user Etley' -. Ktausbruckner. No other reproduction or transmission In any form permitted withoui.wrltten permission of NFPA. For inquires or to report unauthorized use, contact ticensing@nfpa.org. .. ............"1r. I 4 ,.'GENERAL REQUIREMENTS FOR STORAGE '.• . 13-129' - . .. -. i,.,.....- _ - -- I I Table 12.8.6.1 Hose Stream Allowance and Water Supply Duration Htrtsm' . \linih4-r of Ilo,ntc \\ J(,r SU)plY Spritikkr SpJ4.Ing Sprinkli-r'. in l)14rati44n - • 1.4 rink], r I 1 vp I)4.iLtI Ari t 'iii of l) "iri ra iprn 1 iiiiii (niinuk s) --- ' --- -'"-"..' ... . .... ..--. -.-"-"---.- '-.---.'- . -.---- . .....,____..._ IJp tt 120Oft2 (111 rl2) 250,, ..950.i' 60. . . I Over 1200 ft2 (111 n2) b no d iini - . up to 1500 ft2 (139 rn2) 500 ' 1900 % .90 - - -4-t .- 0 I '- 4 It iid Ix2c i i "Oo Ii - I. Oc"2600ft2 (240m 500 1900 ; . ""150 Standard Up to 12 250 950 ., 60 I — Over 12 to 15 NA 500 1900 90 Over 15 to 25 NA 500 1900 120 J Over 25 NA 500 1900 150 CMSA Up to 6 NA 250 950 60 I 144 ft2 (134 m2) Up to 8 maximum 250 950 60 I I Extended-coverage Over 6 t8 NA 500 1900 i . 90 41 I1'.' • at,, ' 2. Over 8 to 12 -. ... - NA .. 500 1900 120 4' . . 41 + - .+ F .. - . .• 1 ' Over 12 NA 500 1900 r 150 41 I .. Up to 12 NA 250 950 60 . 2 ' Over 12 to 15 NA 4500 4 1900 90 • ESFR Standard Over 15 to 25 NA 500 1900ITO- • i 120 •i4 IS Over 25 NA 4 500 1966 ,0 150 I ' NA Not appltcable IL For CSMA and LSFR sprinklers the additional sprinklers included in the design area for obstructions do not need to be determining considered in the total number of sprinklers in this column.'"4 12.9.2 The following unsnnklered combustible conealed enclosedoist spaces 160 ft (4 5 m) or less in volume t spaces shall not require a minimum design area of sprinkler including space below insulation that is at directly on operation of 3000 ft2 (279 m2) " -, top or, within the ceiling joists in an othei-wise spnn I (1) Noncombu m stible and limited-cobustible concealed , kiered cncealed space 4. '4 4 spaces with minimal combustible loadiig having no ac (5) Concealed spaces where rigid matenals are used and the cess The space shall be considered a'4'concealed space 'a exposed surfaces have flame spread index of 25 or less even with small openings such as those used as return air and the materials have been demonstrated to not propa I for a plenum fire more, than 105 ft (3 2 m) when tested in accor i (2) Noncombustible and limited-combustible4' conE'ealed dance withASTME84 Standard lest MethodforSurfaceBurn ,J 4 spaces with limited access and not permitting occupancy zng Characteristics of Building MatenaLc or ANSI/UL 723 - or storage of combustibles. The Sp ac shall b nsid- ': Standard for Tes t for Surface Burning çhdracteristics of Building I .. 'I suchas ereda concealed space even with smallopenings Matenalsextended for an additional 20 minutes in the 4 - 4 thos used as return air-for a plenuriiplenum.-..+ - - form in which they are installed in the space.- . m ti (3) Cobustible concealed spaces filled enrely wth i non (6) Concealed spaces in which the exposed4 materials are combustible insulation t/ 's -i 4' constructed entirely of fire retardant—treated wood as i.l (4)*Light of- ordinary hazard occupancies where noncom defined by NFPA 703 bustible or limited-combustible ceilings are directly at us (7) Concealed spaces over isolated small rooms not exceed - to the bottom of solid wood joists so as to create"' ing 55 ft2 (5 1 m2) in area 4 ',i "4" 4'" .1'- 4 i'_• I.-1 4 2013 Edition rw -1 ' - +.- .- 4 + 4 4" -- 'I ...• • 'i•+ 44 - -. 4- . 4 4,i . 4- • -, .4-" - - ' - •• 54 - 1,'' - -I, .4 . - .• 4". ' ''-'4-- - — •_t 4 , _• -" 4 - Spki •. . 4 _ it 31 1' 1 .f., - - , - - '• 4 , 4" 4 I. - - No, It I .,Copyright 2013 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and single download on July 31, 2013 to Klausbruckner & Associates, In for designated user Elley Klausbrucknerl. No other reproduction or transmission in any form permitted withoulwrItten permission of NFPA. For inquires or to report unauthorized use, Contact licenslng@nlpa.org. 13-132 INSTALLATION OF SPRINKLER SYSTEMS 'H . -' ' .. Table 12.12.2.2.3 ESFR Sprinkler Protection for Indoor Storage of Idle Plastic Pallets - I. ,: . . : • , ,- I .1232.2.2.3 Protection with ESFR sprinklers shall.be in-accor dance with the requirements of Table 12.12.2.2.3. ,,: ' 12.12.2.3.1 When specific test data and.a product listing are available, the data shall -take precedence in determining the required protection of idle plastic pallets stored in racks. 12.12.2.2.4 Protection with spray sprinklers shall be in accor- dance with one of the scenarios in 12.12.2.2.4.1 through 12.12.3 Idle Pallets Stored on Racks, on Shelves, and Above U 12.12.2.2.4.3. . 11 Doors. •• .' I ' 12.12.3.1 Idle pallets shall not be stored on racks or shelves, 12.12.2.2.4.1 Where plastic pallets are stored in cutoff rooms, except where permitted in 12.12.1.3, 12.12.2.3, and 12.12.3:2. the following shall apply: . . 12.12.3.2 Idle palleis shall be permitted to be stored on the I The cutoff rooms shll-hav at least one extenor'wall. lowest level of storage only where no storage or shelves are • . The plastic pallet storage shall be separated from the re- located above the stored pallets and the applicable protection mainder of the building by 3 hour-rated fire walls. criteria referenced for on-floor storage in Section 12.12 are ! •Thestorage shall be protected by sprinklers' designed to applied. , . .• deliver 0.6 gpm/ft2 (24.5 mm/mm) for the entire room 12.12.3.3 Whereidle pallet storage is above a door, the idle I ' or by high-expansion foam and.sprinklers designed to, d6- . pallet storage height and ceiling height shall be cal'culated '-• liver 0.30 gpm/ft2 (12.2 mm/mm) for the entire room. from the base of storage above the door using the applicable . The storage shall be piled no higher than 12 ft (3.7 m). protection criteria referenced in Section 12.12. • Any steel columns shall be protected by 1-hour fireproof- 12.12.4 High-Expansion Foam - Reduction in Ceiling Den- ing or a sidewall sprinkler directed to one side of the col- sity. A reduction.in ceiling density to-one-h'alf that required - umn at the top or at the 15 ft (4.6 m) level, whicheveris for idle pallets shall be permitted without revising the de- - . lower. Flow from these sprinklers shall be"permitted to be sign area, but the density shall be no less tFian-0.15.gpm/f12 : omitted from the sprinkler system demand for hydraulic . (6.1 mm/mm). I. calculations. 12.12.2.2.4.2 Where plastic pallets are stored without cutoffs . Chàptèr 13. Miscellaneous StoTrage. from other storage the following shall apply .. 0 S • '. ' . .' 13.1 Miscellaneous Storage Up to 12 ft (3.7 m) in Height.: -.- I Maximum storage height of 10 ft (3.05 m) Maximum ceiling height of 30 ft'(9.1 m) 13 11 Hose Conections Hose connections shall not be re Sprinkler-density 0.6 gpm/ft2 over 2000 ft2 (24.4mm/ . quired for the protection of miscellaneous storage. - . . . . min Over 186 m2) - 13.2 Design Basis. . I Minimum sprinkler K factor of 168 (240) &.' Y3 I 1hli 22lTilT lflT!flIT ii 1fTflT 12.12.2.2.4.3. -Plastic pallets shall have no impictoi •the1re- I ii_, 1 ii -1 quired sprinkler, protection when stored as follows:, \1I.IIiiI 1 ii.y 1 ( I iliii h ( IUo I\ 'iii 1' I .' • Storage shall be piled no higher than 4 ft (12 m) 1 1 II]I I I ii I I _1 ii \ii 1! w r I up \ pl uI III I Sprinkler protection shall employ high temperature- Ill ii III hi rated sprinklers II I 11 ii hI I III-III I 1 II I .2 Each pallet pile of no more than two s Lacks slalll sepa- rated from other pallet piles by at least 8 ft (24 m) of clear %11,, t li III, I I I 1] ii I 12 I 7 III - - space or 25 ft (7.6 m) of stored commodity",,"'- u1 12',. III hI IIIhI Minimum ceiling design ofOH2 shall be ud .. 'I 1 1 ( I I i hi 11.211 I I Fl 111111 (IlIlI III ) • __ 4 1211 III III Ii 1}II lii ii Iii Il I I 12.12.2.3 Idle plastic pallelsshall be sLoredioiiyinrcks , where protected in accordance with the requit ements of , 11 1 I 21 • • • ' • Ii i I I I I II 1.111 III I (I IT I I II iii Ii I I II) .Ii .1 Table 1212223 r- ' 11111 II 1 I ii I I" I - • 2013 Edition Maximum Storage Maximum Minimum Operating Height Cciing/Roof Height J. Pressure Type of Sprinkler Location of Nominal ft . m ft m psi. bar (Orientation) Storage -K-Factor 14.0" : _____ ___ ___ ___ ___ ___ ___ 25 7.6 .30 9.1 50 3.4 - (200)-..25 7:6 32 9.8 60 4.1 On floor, or rack .' 25 7.6 130 9:1 35 2.4 ESFR (pendent) without solid shelves 168 ' -- • 25 . 7.6 32 ' 9:8 42 2.9 35 10.7 . 40 12.2 52 . -3.6 • I Copyright 2013 National Fire Protection Association (NFPA). Licensed, by agreement,'for individual use and single download on July31, 2013 to Kiausbruckner & Associates, In for designated user Eiiey Kiausbrucknerl. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, Contact ticensing@nfpa.org; MISCELLANEOUS STORAGE . 13-133'. U Class Ito Class IV Class 12" :53.7 - - OHI 0,50, 0,189, 250 946 90 • . . ., . ,:510.. .. . 100 379 Class II :53.0'. - CHI 0,50, 0,189, 250 946 90 • Solid-piled, palletized, bin box, rack, shelf, and .. . . . i 100 379 Class 11 >10 t it. >3.0 . - OH2 • 1. 0,50, 0,189, 250 946 90, 512 1251-7.7 ; tOO 379 storage . . back-to-back shelf Class Ill ~12" 0H2 ii - 0,50, 0,189, 250 946 . 90 -______________________ . ' , ', • . '. 100. 379 0H2. 00,0,189,25O, 946 90 100 379 - ,,I -. Fill vs ij 1 4 5 . ,• - GroupA Plastic Storage hIeI&2.ID1sdLtr1e Cni.eria'TOr 1Nii~C.CjjMjco11S Siiiat' 1p io 12 li'(.7 ni7ileight Total Combined Maximum - .. Inside and Storage Height Ceiling Height Inside Hose Outside Hose Design Curve 1 Duration ftsi >'ft m gpm L/min gpm TLirnin Commodity Type of Storage Figure 13.2.1 . Note (minutes) :51.5 - - ,0H2 0,50, 0,189, 250 946 90 100 . 379 >5 to. >1.5 to 15 4.6 ' El-lI o, 5o, 0, 189, 500 , 1893 120 Solid-piled, palletized, bin box, '!5I6 :93.0 '100 379 >5 to >1.5 to 20 6.1 shelf, rack, and EH2 . . 0,50, 0, 189, 500 1893 120 back-to-back shelf storage , :510 !93.0 ' s, 100 379 >10 to >3.0 to' . 17 ' 5. 2 EH2 0,50; 0,189, .500 1893 120 Cartoned Unexpanded and ' ' ' . :51212 :~3.7 ,1 . ' tOO 379 expanded . . . .. . , Solid-piled, >10 to >3.0 to 32 . 9.8 . . EH2 . 0,50, 0,189, 500 1893 120 palletized, bin box, 1512 :53.7 '100 379 - shelf, and ' back-to-back shelf II storage Rack . ' >101:6 >3.0o ' 32 9.8 0H2 ' . +1 0,50, .0,189, '250 '.946 ' 90. :512 :53.7 ', ' ' level 100 379 - . . of' ________ ______________ ________________ .- . ' ' '' . ,: in-rack • • . . (cent znu&s) I I I S 1 •• ,.-'.. ' .:' • ., . • - .... ••, .4 .. .......... .. •. - t . ,, ,, . ..•,-. II '" - ,' ,, .-•• , •. . .., .. . •. .., -1 - '•.• • .' S - . .,,, :,' ,, - I. 54 I 5 I, 2013 Edition 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 Sprinider. 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. , ' S Density (mm/mm) 2.0 4.1 6.1 8.1 10.2 12.2 400 ! CL ::::a HHLUHWHH- i LWH I I I I i cL 2500 77 ca 2000 <'1500 14.3 Copyright 2013 National Fire Protection Association (NFPA). Licensed, by agreement, for Individual use'and single download on July 31, 2013 to Klausbruckner & Associates, In for designated user Elley I -. Ktausbrucknerl. No other, reproduction or transmission In any formpermltted.without written permission of NEPA. For Inquires or to repo unauthorized use, contactlicenslng@nfpa.org. ''I PROTECTION FOR STORAGE OF CLASS I THROUGH CLASSIV COMMODITIES 13-135 13.2.2 Installation criteria as permittd by NFPA' 13 and de- 13.3.4.2 Maximim horizontal spacing of in-rack sprinkle in sign criteria and modifiers as permitted by the,density/area ...single-.or double-row racks with.-Class I, II, III, or IV commodi- .'.,.. -. .;... . method of Chapter 11 for ordinary hazard Group 1, ordinary ties shall bein accordance with Table 13.3.4.2. hazard Group 2, extra hazard Group 1, and ,etra, hazard Group 2 occupancies shall be applicable for tle pro'tectt,on of '13.3.4.3 In-rack sprinklers shall be located in the longitudi- any of the following: . nal flue at the intersection of the transverse flues while not exceeding the maximum spacing rules. Miscellaneous storage as described by Table 13.2.1 13.3.4.3.1 If no longitudinal flue is provided in single- and Commodity Class I through Class IV storage"1 ft (3:7 m) or less in height as directed by 14.2.3.1 and 16.2.1.2.1 double-row racks, in-rack sprinklers shall be located within Storage ofGroupA plastics up to 5 ft (15 m) ill h ightas . 12 in. (300 mm)of the center of the rack while not exceeding directed by 15.2:1 and 17.2.1.1 the maximum spacing. S S 10.2.3 \\'1'i k-11 2 11,0) .J 1 13.3.4.4 Where distances between transverse flues exceed the maximum allowable distances, sprinklers shall be installed.at III 1 H. !iii u:. 1 F ] 1 ic iiii 1 Ic r'di 0 k p ciii but n the intersection ,àf the transverse and longitudinal flues and 'between additional sprinklers shall be installed transverse I i 0 ii , 10 1 )iU I I3. - flues to meet th maximum distance rules. • 133.4.5 Where no transverse flues exist, in-rack sprinklers 13.3.1 General. In-rack sprinklers required by Table 13.2.1 shall not exceed the maximum spacing rules. 5 5 shall meet the requirements of this section and the applicable 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. 14A.2 The requirements'of Chapter 12 shall apply unless modified by this chapter. 186' 139 < . S IS .0.05 . '0.10 , . 0.15 ' 0.20 '. 0.25 0.30' 0.35. 0.40' S , , Density (gpm/ft) S , I -'I FIGURE 13.2.1 Miscellaneous Storage Up to 12A (3.7 m) in Height- Design Curves'(see Table 13.2.1). , Table 13.3.4.2 In-Rack Sprinkler Spacing for Class I, II, HI, and IV Commodities Stored in Single- or ' Double-Row Racks Up to 12 ft (3.7 m) in Height S S Commodity Class ' S I . Aisle Widths I and II ' HI . ' • IV Encapsulated , ft m ' ft m ' ft ret 'ft ' m No '. .8 2.4 . 12 3.7 12 ' 3.7 • 10 3.0 I No ' • ' '4 1.2 .' 12 3.7 10. , 3.0 10 3.0 Yes . - ' '8 2.4 8 2.4 8 , 2.4 OW OJSNOLC IT50000005: WOOL OESPSUI: AF I Ej~fjKER KER 0.0 L 2738 VAN / 2734 I \20 \ \\ I. Somma,y Table L7. :iohe— 30TOWOW. 30t... KLAUSBRU(NER REPORT 2730 i i \\ 2728 u TOT SITE PlAn. CCSERAI. NOTES TV-a nsa S0000LC.R PIPING PLO/I NO SI #toco MODEL 8761/ oa,,b,. Cheek Del color c/TAMPER SCOW I f000008ISISt EXISTING BACKFLOW DETAIL A EXIS11NG RISER DETAILS VICINITY MAP NONEIS P64AJADEIIT1CAL8 WEOTEISI FIRE PROTEEflOEI 15551 NIS-sIss Tee (5551 511.1005 Oh H I i I . of ; _______ - - - - - - -. - - - - - - - - - - - - SPRINKLER LEGEND SYM. TYPE MFG/MODEL RESPONSE NPT SIN K—FACTOR, ' TEMP. FINISH CANOPY QUANITY o UPRIGHT GLOBE ELO-231 SR 3/4" GL1167 11.5 286 BRONZE n/a 66 UPRIGHT GLOBE GL OR 3/4" GL8118 8.1 200 BRONZE n/a 8 PENDENT GLOBE GL RECESSED OR 1/2" GL5601 5.6 155 CHROME REC CHROME 7 0 EX UPRIGHT VIKING MODEL M SR 3/4" n/a 80 286 BRONZE n/a n/a () EX PENDENT GEM MODEL A SR 1/2" n/a 5.6 155 CHROME REC CHROME n/a * W11H HEADGAURD AND WATERSHIELD TOTAL SPRINKLERS 82 4 I I I I ' V •. ABOVEGROUND PIPING NOTES: I ; SYSTEM DESIGN AND INSTALLATION PER CARLSBAD FIRE DEPARTMENT WRITTEN POLICIES, CBC 2007, CFC 2007, NFPA 13 2002, AND AND THE KLAUSBRUCKNER REPORT DATED 3V_9_10. I _V_VT V VVVVV VVVVV_ VVV_X V •V - - VVV SSTF CR ILRA M BOSON V V EX STING STM CRHI AC 33/3000, 80K 286 SR SPR NK ; EFRS V NS A ED AS SHELL SYSTEM IN 1990. DCDA BACK[ 0W RE JRO-FUCD IN 2004. V V I V CLRRENT RJIRrMLNS: 6/2000 v/ 500 GPM TOTAL COMB NLD HOSL N ACCORDANCE WAS NFPA 13 7002 12 3.3.1.7 & FI GURE V L_.V_ VVVV $ L.VVVV V ALL MATERIAL TO BE NEW UL LISTED AND/OR FM APPROVED FOR FIRE V V I . jV V V PROTECTION USE. V V V 4 ALL PIPE DIMENSIONS ARE CENTERLINE TO CENTERLINE UNLESS OTHERWISE NOTED. 5. NEW MAIN PIPING AND FITTING NOTES. V V I . i1. -ALL SPRINKLER MAIN PIPING TO BE DYNA—FLOW BLACK STEEL (3"-4"). V V, ALL MAIN OUTLETS TO BE UL LISTED WELDED BRANCHLETS (GROOVED AND/. OR FEMALE OUTLET) OR UL LISTED MECHANICAL TEES. . V CV ALL WELDING TO BE PERFORMED 'IN ACCORDANCE WITH .-NFPA 13 2002 6.5.2 I . AND AWS B2.1. INSPECTION AS NECESSARY. WELDER TO, STAMP ALL WELDS. • V V D ALL MAIN FITTINGS TO BE GROOVED. V V E. ALL MAIN COUPLINGS TO BE GROOVED, NON—FLEXIBLE, UNO. V V V • V , V 6. NEW .BRANCHLINE PIPING AND FITTING NOTES: V V V THREADED BRANCHLINE PIPING.& RN's (11/f2"). TO BE DYNATHREAD BLACK STEEL. WITH STANDARD WEIGHT (125) SCREWED CAST- IRON OR . DUCTILE IRON VFITINGS. V I . : V WELDED BRANCHUNES PIPING &VVRN'S (11/2"72") TO BE DYNA—FLOW WITH GROOVED ENDS. • V ,VtVV 7 V PAINTING OF PIPING, CORROSION' PROTVECTION,. ELECTRICAL WIRING, DETECTION AND/OR SUPERVISORY SYSTEMS ARE NOT PART OF THIS CONTRACT AND SHALL . BE PROVIDED BY OTHERS. S. :.ALL. PIPE HANGERS: TO BE IN ACCORDANCE WITH .13 2002. V V V V , 9 ALL SWAY (EARTHQUAKE' BRACING TO BE IN ACCORDANCE WITH NFPA 13 2007: 100ABbVE GROUND PIPING SHALL BE HYDROSTATICALLY TESTED AT 200 PSI FOR ...........V V TWO:HOURS IN ACCORDANCE WITH NFPA .13 2002. 16.2:i. I ii WESTERN FIRE PROTECTION SHALL NOT BE RESPONSIBLE FOR THE V f STRUCTURAL CAPACITY OF THE V BUILDING TO SUPPORT THE SPRINKLER SYSTEM; V STANDARD VSICNS SHALL BE ATTACHED AS APPROPRIATE AND. INACCORDANCE WITH I NFPA 13'2002. V V V V V WHEN SERVING MORE THAN 100 SPRINKLERS, AUTOMATIC FIRE SPRINKLER SYSTEMS SHALL .BE SUPERVISED BY AN APPROVED CENTRAL, PROPRIETARY OR REMOTE : V V V t41, STATION SERVICE OR SHALL BE PROVIDED WITH A LOCAL ALARM WHICH WILL- GIVE AN AUDIBLE SIGNAL AT .A CONSTANTLY ATTENDED LOCATION. V V V V •V V V I 4 I ATTACHMENT #7 FLOOR STORAGE - GROUP A, CARTONED & EXPOSED UNEXPANDED PLASTICS AUTOMATIC FIRE SPRINKLER REQUIREMENTS I Copyright 2013 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and single download on July 31, 2013 to Klausbruckner & Associates, In for designated user Elley Klausbrucknerl. No other reproduction or transmission In any form permitted.wllhout written permission of NFPA. For Inquires or to report unauthorized use, contact llcenslng@nfpa.org. 13-22 INSTALLATION OF SPRINKLER SYSTEMS 3.9.1.13 Expanded (Foamed or Cellular) Plastics. Those plastics, the density of which is reduced by the presence of numerous small cavities (cells), interconnecting or not, dispersed throughout their mass. 3.9.1.14 Exposed Group A Plastic Commodities. Those plas- tics not in packaging or coverings that absorb water or oth- erwise appreciably retard the burning hazard of the, com- modity. (Paper wrapped or encapsulated, or both, should be considered exposed.) 3.9.1.15 Free-Flowing Plastic Materials. Those plastics that fallout of their containers during a fire, fill flue spaces, and create a smothering effect on the fire. Examples include powder, pellets, flakes, or random-packed small objects [e.g., razor blade dispensers, 1 oz to 2 oz (28 g to 57 g) bottles]. 3.9.1.16 High-Challenge Fire Hazard. A fire hazard typical of that produced by fires in combustible high-piled storage. 3.9.1.17 High-Piled Storage. Solid-piled, palletized rack storage, bin box, and shelf storage in excess of 12 ft (3.7 m) in height. 3.9.1.18* Miscellaneous Storage. Storage that does not ex- ceed 12 ft (3.66 m) in height, is incidental to another occu- pancy use group, does not constitute more than 10 percent of the building area or 4000 ft2 (372 m2) of the sprinklered area, whichever is greater, does not exceed 1000 ft2 (93 m2) in one pile or area, and is separated from other storage areas by at least 25 ft (7.62 m). 3.9.1.19* Open-Top Container. A container of any shape that is entirely or partially open on the top and arranged so as to allow for the collection of discharging sprinkler water cascading through the storage array. 3.9.1.20 Packaging. A commodity wrapping, cushioning, or container. 3.9.1.21 Plastic Pallet. A pallet having any portion of its construction consisting of a plastic material. 3.9.1.22* Reinforced Plastic Pallet. A plastic pallet incorpo- rating a secondary reinforcing material (such as steel or fiberglass) within the pallet. 3.9.1.23 Roof Height. The distance between the floor and the underside of the roof deck within the storage area. :3.9.1.24 Slave Pallet. A special pallet captive to a material- handling system. (See FigureA.3.9. 1. 11.) 3.9.1.25 Storage Aids. Commodity storage devices, such as pallets, dunnage, separators, and skids. 3.9.1.26 UnitLoad. Apallet load ormodule held together in some manner and normally transported by material- handling equipment. 3.9.1.27 Wood Pallet. Apallet constructed entirely of wood with metal fasteners. 3.9.2 Palletized, Solid-Piled, Bin Box, and Shelf Storage. 3.9.2.1 Array. 3.9.2.1.1 Closed Array. A storage arrangement where air movement through the pile is restricted because of 6 in. (152 mm) or less vertical flues. 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. (152 mm). 2013 Edition I 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 development. 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. (0.76 m) deep and separated by aisles at least 30 in. (0.76 m) wide. 3.9.2.6.1* Back-to-Back Shelf Storage. Two solid or perfo- rated shelves up to 30 in. (0.76 m) in depth each, not ex- ceeding a total depth of 60 in. (1.52 m), separated by a longitudinal vertical barrier such as plywood, particle- board, sheet metal, or equivalent, with a maximum 0.25 in. (6.4 mm) diameter penetrations and no longitudinal flue space and a maximum storage height of 15 ft (4.57 m). 3.9.2.8 Solid Unit Load of Nonexpanded 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. Automo- tive components on portable racks are defined as the following: instrument panels, windshields, metal and plastic gasoline tanks, heater. housings, door panels, in- terior trim, bumper facia, wiring harnesses, sheet metal, body components, engines, driveline components, steer- ing 'mechanisms, auxiliary, motors, and lighting - all with or without expanded plastic donnage. This defini- tion does not include the storage of air bags, tires, and seats on portable racks. 3.9.3.3 Bulkhead. A vertical barrier across the rack. 3•9•3•4* Face Sprinklers. Standard sprinklers that are lo- cated in transverse flue spaces along the aisle or in the rack, are within 18 in. (0.46 m) 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 HorizontalBarrier. 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's' Longitudinal Flue Space. The space between rows of storage perpendicular to the direction of loading with a width not exceeding 24 in. (610 mm) between storage. I I I I I I I I I I I I I I I I. nr 2013 Edition 4' 4 I ..Copyright 2013 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and single download on July 31, 2013 to Klausbruckner & Associates, in for designated user Elley. - Klausbrucknerl. No other reproduction or transmission In any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contactiicensing@ntpa.org. 13-52 INSTALLATION OF SPRINKLER SYSTEMS tor distance shall be measured from the bottom f the iit1s1la Lion and shall be.in accordance with 8.5.4.1.3. '4'11 8.5.4.1.3.1 For insulation that is installed direct13? againstthe ceiling or roof structure and is installed flat and ,pralle) to the rceiling or roof structure, the deflector distanc sh'all'be,nIêa- 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 4the insulation low point. (A) If the deflection or sag in the insulation:e eeds 6 in. (152 mm), the deflector distance shall be mèast.fred 10 the high point of the insulation. (B) The deflector shall not be positioned above th'e'low'point of the insulation. - §.5.4.:1.4* Heat collectors shall not be used as a means to asist ':the activation ofa 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 FigureA.8.5.5.l.) 8.5.5.2* Obstructions to Spnnkler Discharge Pattern Devel- opment. .1 8 . 5.5.2.1 - Continuous or noncontinuous obstructions less than ,or equal to 18 in. (457 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 Section ' 8.6 through Section 8.12 so that they are located s'ufticiently 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 waterdischarge in a horizontalplanemore than 18 in. (457 mm) below the sprinkler deflector-in-a man- ncr 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 underfixed'óbsi'ruc- lions over 4 ft (1.2 m) wide. . •: 8.5.5.3.1.1 Open grate flooring over 4 11(1.2 m) in width shall require sprinkler protection below the gratin 8.5.5.3.2 Sprinklers shall not be required under obstructions that are not fixed in'jlace, such as conference ta'ble's. s 8.5.5.3.3* Sprinklers installed under, open gratings shall be of the intermediate level/rack storage type or otherwise'shiëlded 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 (11.33'm3) in size, a single sprinkler at the highest ceiling space shall be sufficient without-regard to ob- structions or minimum distance to the wall. . -- ii -n - —.-•- CIi',ir,iss- 1tni L)c114'tsjI 10 Storage. , 6. 1 I 1 h 'isn'sn I fi•( Ilk IlH 'I I ',i kIll I' I ii h' II Ill III III 11 II 'I llik' II ( fll lkl fit !hl'll kIll d"'11 h1' ]'H mli V,-1, flllfl 1 8.5.6.2 Where other'standards specify greater clearance to storage minimums, they shall be followed. 8.5.6.3 A minim' um clearance to storage of 36 in. (914 mm) shall be permitted for special sprinklers. 8.5.6.4 A minimum clearance to storage of less than 18 in. (457 mm) between the top of storage and ceiling sprinkler deflectors shall be permitted where proven by successful large- scale fire testsfor the particular hazard. 8.5.6.5 The clearnce from the top of storage to sprinkler deflectors shall be not less than 36 in. (914 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 m2) in area, regardless of hazard classification, that are separated by at least 10 ft (3m) horizon- tally from any other unprotected skylight or unprotected ceil- ing pocket. 8.5.72 Skylights not exceeding 32 ft2 (3 M2)' Led be permit- -ted to have a plastic cover. 8.6. Standard Pendent and -Upright Spray Sprinidérs. 8.6.1 General. All 'requirements of Section. 81.5 shall apply to. standard pendent and upright spray sprinklers except as modified in Sect.ioh 8.6. . 8.6.2 Protection Areas per Sprinkler '(Standard Pendent and Upright Spray Sprinklers). ' 86.2.1 Determination of Protection Area-of Coverage. 8.6.2.1.1 Exceptas 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. . ' 8.6.2.1.2 The requirements of 8.6.2.1.1 shall not apply in a .small room as'defined in 3.3.21. 8.6.21.2.1 The rotection area of,cOverage for each srin, kler in the small room shall be the-area of the roo m divided by the number of sprinklers in the room 8.6.2.2 Maximuin'Protection Area of Coverage. 8.6.2.2.1* The .maximum allowable protection area of cover- age for a sprinkler (As) shall be in accordance with the value indicated in Table 8.6.2.2.1 (a) through Table 8.6.2.2.1(d). -' 8.6.2.2.2 In any case, the maximum area of coverage of a , sprinkler shall,not exceed 225 ft2 (21 m2). -86.3 Sprinkler Spacing (Standard Pendent,and Upright Spray Sprinklers). 86.3.1 Maximum' Distance Between Sprinklers. The maxi- - mum distance permitted between sprinklers shall comply with Table 8.6.2.2.1(a)'through Table 8.6.2.2.1(d).-' 8.6.3.2 Maximum Distance from Walls. 8.6.3.2.1 The distance from sprinklers to walls shall not cx- 'ceed one-half of the allowable dista!ice,beteen sprinklers as indicated' in Table 8.6.2.2.1(a) through Table 8.6.2.2.1(d). 4 Copyright 2013 National Fire Protection Association (NFPA). Licensed, by agreement-for individual 1 use and single download on July 31, 2013 to Kiausbruckner & Associates, In for designated user Elley I Kiausbrucknerl. No other reproduction or transmission In any form permltted;without written permission of NFPA. For inquires or 10 report unauthorized use, contact llcenslng@ntpa.org. 113-54 13-54 INSTALLATION OF SPRINKLER SYSTEMS I T.hl i.6.2.2.](]) PiUttlinri \rl'a', and M.i'iiniini Spacing - mum of-i in. (25.4 mm) and a maximum of 12 in. (305 mm) of Standard I'Undorll and I priçlit '1'1)1-,AN Sprinklers for throughout.the area of coverage of the sprinkler. I lli'h-Pil(I Sioi .i'o '. 8.6.4.1.1;2 The-requirements of 8.6.4.1.1.1 shall not apply where ceilitig-type sprinklers (concealed; recessed, and flush .. Protection li'n \Iaxinuin . types) have the operating element above the ceiling and the -' ,~rcal Spacing deflector located nearer to the ceiling where,installed in ac- Coll_-wtl lit (100 cordance with their listing.' I '1 . I vpc '"(Ci11 p - .I t is , . . . 8.6.4.1.1.3 The requirements of 8.6.4.1.1.1 shall not apply for - ll\lI.tU!t( iJk IoU 0.2 12 .7 -' light andoidinaryhazard occupancies-withceilings of non- 2 combustible or limited-combustible-construction. . s, - .. (A) "Where a vertical change in ceiling elevation within the area of coverage of the sprinkler creates a distance of more . -i . "4.6 All Hydraulically. 130 12.1 15 . . .. . . . . ' --.' ...'.. calculated . than 36 in. (914 mm) -between the upper ceiling and the sprin- . . ... with-density . kler deflector, a vertical plane extending down from the ceiling .. . . . <o 25 . ., ...., at the change in elevation shall be considered a wall for the pUr- pose of sprinkler sacing as shown in Figure 8.6.4.1.1.3(A). - 51n buildings where solid structural members create' hays up to 25 ft (7.6 in) wide, maximum spacing between sprinklers is permitted up to • - .4 12 ft 6 in. (3.8 in). • Maximum ½S . - - Sprinklers -be .4 8.6.3.2.4.1 shallpermitted to be -located not . . more than 9 ft (2.7 m) from any single wall. I - , 8.6.3.2.4.2 Sprinkler spacing ;limitations' of 8.6.3, and area n limitations of Table 8.6.2.2.1 (a) shall not be-exceeded. . . . '.' -• . . 186325 Under curved surfaces, the horizontal distance shall - be measured at the floor level frbm the wall, or the intersec- . . ., X - - tion of the curved surface and the floor to the nearest spnn- I.. kier shall not be greater than one-half the allowable distance between sprinklers. 8.6.3.3 Minimum Distances from Walls. Sprinklers shall be lo- -- I" . .' . I cated a minimum of 4 in (1 02 mm) from a wall .1 - 8.6.3.4 Minimum Distances Between Spriniders. - Maximum . . - - 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 shalf be spaced not less than 6 ft. 4 (1.8 m) on center. . -*--- Vertical plane treated as wall for sprinkler spacing 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 satisfied: . ' . - - X> 36 in. (914 mm) '. . . . . - Baffles. shall be arranged to protect' the actuating ele- - merits. - ' ' . . S= maximum allowabledistance . etween sprinklers , . . — Baffles shall be of solid and rigid material that will stay in place before and during sprinkler operation FIGURE 8.6.4.1.1.3(A) Vertical Change in Ceiling Elevation Baffles shall be not less than .8 in (203 mm) long and 6 in Greater Than 36 in (914 mm) I (152 mm) high - - .(4) The.tops of baffles shall extend between 2in. and 3 in. ' (51 mm and 76 mm) above the deflectois 'ófupight. (B) -Where the distance between the upper ceiling and the - I . 'sprinklers. . , - .:2... . - The bottoms of baffles dOwnward shall extend o a'kvel at .sprinkler deflectoris less than or equal to36in. (914mm),the sprinklers shall be permitted to be spaced as though the ceil- - ing was flat, provided the obstruction rules 'are observed as least even with the deflectors of pendent s prinklrs." - - . . shown .in Figure 8.6.4.1.1.3(B). - o 8.6.3.4.3 -In-rack sprinklers shall be permitted to '- be placed ' less than .6 ft (18 m) on center. '- .': , . 8.6.4.1.2 Obstructed Construction. Under.obstructed con- struction, the sprinkler deflector shall be located in accor- ' - - '8.6.3.4.4 Old-style sprinklers protecting fur storage vaults - ,j shall-be permitted to béplaced less than 6 ft (L& m) center. dance with one following - of the arrangements: -- • I - 8.6.4 Deflector Position (Standard Pendent., and Upright ' Spray Sprinklers). . ' ' - ' " . h . . . horizontal Installed with the deflectors within the orizontal planes - of 1 in. to 6 in. (25.4 mm to 152 mm) below the structural distance 22 in. -. , ' . members and a maximum of (559 mm) ,. 8.6.4.1 Distance Below Ceilings. - . - . - below the ceiling/roof deck ' 8.6.4.1.1 Unobstructed Construction., Installed with the deflectors at or above the bottom of the .: • '-8.6.4.1.1.1 Under unobstructed construction,'the distance structural member to a-maximum of 22, in'. (559 trim) ' below the ceiling/roof deck where the sprinkler is in- I : between the sprinkler deflectdr and the ceiling shall be a mini- stalled in conformance with 8.6.5.1.2 - 2013 Edition' Copyright 2013 National FireProtection Association (NFPA). Licensed, by agreement, for Individual use and single download on July 31,201310 Klausbruckner & Associates, In for designated user Elley I Klausbrucknerl. No other reproduction or transmission In any formpermitted without written permission of NFPA. For Inquires or to report unauthorized use, contact llcenslng@nfpa.org. I . • 13-128 INSTALLATION OF SPRINKLER SYSTEMS 12.8.3 Water allowance for hose be to the outside shall added 12.7.2 Systems with Multiple Hazard Classifications., For sys- items with multiple hazard classifications, the hose stream al- sprinkler requirement at the connection to the city main or a lowance and water supply duration shall be in accordance with yard hydrant, whichever is closer to the system riser. . . Section 12.8 as well as one of the following: 12.8.4 Where inside hose connections are planned or are (1) The water, supply requirements for the highest hazard required, the following shall apply: classification within the system shall be used. . •(2) The.water supply requirements for each indivtual-hazard . ' (1) A,total water allowance of 50 .gpm (189 L/min) for a I classification shall be used in the calculations for the de- . single .hose connection installation shall be added to the sign area for that hazard. . .• . sprinkler requirements. . . (3)*For systems with multiple hazard classificãtióti where the A total water allowance of 100 gpm (378 L/rnin) for a higher classificationonly lies within single rodSis lss than multiple hose connection installationshallbe added to or equal to 400 ft2 (37.2 m2) in area with no such rooms . the sprinkler requirements. . adjacent, the water supply requirements for:the. principal The water allowance shall be added in 50 gpm (189 L/niin) occupancy shall be used for the remainder,of.the system. increments beginning at the most remote hose connection, with each increment added at the pressure, required- by the :12.7.3 The calculations shall satisfy any single point on a ,' sprinkler stem des ignat that poinL propriate density/area curves. -. 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, i 12.7.4 The minimum' water supply requirements shall be 1. determined by adding the hose.stream allowance from Sec- Sec- the following shall apply: tion 12.8 to the water supply for sprinklers as determined by if Chapter 12 through Chapter 20.' . The water supply shall not be required .to be added to -. standpipe demand as determined from NFPA 14. 12.7.5 The minimum water supply requirernetts.determined. Where the coibined'sprinkler system dmand and hose .1 from. 12.7.4 shall-be available for the minimum duration Sped- stream allowance of Chapter 12 and Chapters 14 through . I fled in Section 12.8. - 20 exceeds the requirements of NFPA 14, this higher de- 12.7.6 Total system water supply requirements shall be deter-v mand shall be! used. . . in accordance with the hydraulic calculation proce- For partially sprinklered buildings, the sprinklerdemand, ') mined dures of Chapter 23. - not including hose stream allowance, as indicated in Chapter 12 and Chapters 14 through 20 shall be added to ' 12.7.6.1 When using the density/area method, the design the requirernnts given in NFPA14. .,area shall meet the requirements of 23.4.4.1.1.1 1 HINWmlic43, r)il (un - . - 12.7.6.2 When using CMSA, the design area shall meet the SpnnkIerSu&-iu. I • requirements of 23.4.4.2.1. I 1I I IhiI)ITIUIIII I ., ' 12.7:6.3 When using ESFR spnklers, the H II ]I1II I fll i(I 1 I)\(1I.IIIII{ Ih (lI'I?n.d him 1mi consist of the most hydraulically demanding areaf12 s'rin- h il ..})i .lI n Id 'Ii ill h iiml im iiii I I '.LiIim r Ii IIi)I]1Ihl'lI\ klers, consis ting of four sprinklers on each of ihrebraich in liii. 12 I lines, unless other specific nuiinbers of design spritklersate I ,reqred in other sections of this standard. . ,, •, .. . 12.8.62. Unless indicated otherwise, the.supply determined ' '12:7.7 Multiple Adjustments. . : . . tn accordance with 12.8.6.1 shall be .available for the mini- mum duration-specified in Table .12.8.6.1: ,17.7.1 Whe're multiple adjustments o the area ofoperatio .. . , - 12.9 Restrictions: ..-. are required to be made, these adjustments shall be com- . :. ounded based on the area of operation originally selected. p .12.9.1* When using the density/area method, unless .the re- 12.7.7.2 If the building has unsp n. i. .- . rinklered combustible con- quiretents of 12.9.2 are met for buildingshaving-unsprin- klered combustible concealed spaces as described in 8.15.12 a cealed spaces, the of Section. 12.9 shall ba lied, after .rules all other modifications have been made. . and 8.15.6, the:rninimum area of sprinkler operation for that - portion of the building shall be 3000 ft2 (279 rn2). 'I I ,-. 12.7.7.3 The minimum design density for any,- 12.9.1.1' The design area of3000 170 (279 m2) shall be applied Lem installed in a storage occupancy shall be nt l, es than . only to the sprinkler system or portions of the sprinkler-system 0.15 gpm/ft2 (6.1 mm/mm) after all adjustrneit are made. that are-adjacent, to the-qualifying combustible concealed 12.8 Hose Stream Allowance and Water Supply Duration.' space. - 12.8.1* Tanks shall besized to supply the equipenttliat.they 12.9.1.2 The ter adjacent shall apply to arty sprinkler systern - . serve. .. , -. I protecting a space above, below, or next to the qualifying con- I cealed space except where a barrier with afire resistance .rat- -. . ,. ,.-• . 12.8.2* Pumps shall be sized to supply the equipmenI.that' I -ing at least equivalent to the water supply duration completely they serve. " • ' - '- separates the concealed space from the sprinklered area. 2013 Edition • -• : - - - . - . . I ,_', 4 ..-.'-•- - •-:, .- . Copyright 2013 National Fire Protection Association (NFPA). Licensed, by agreement, (or Individual use and single download on July 31 2013 to Kiausbrucknr & Asso'clates, In for designated user Elley 4 Klausbruckner:No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized usecontact licenslng@nfpa.org: GENERAL REQUIREMENTS FORSTORAGE ' , 13-129 - i '• I ' I Table 12.8.6.1 Hose Stream Allowance and Water Supply Duration . ' 5 I Io,. 'l14.Wl I ' Number of Spi-iiif'k'r Sp.iiirig Sprinklers in \Vatcr Suppl\ Spnnh'kr Ipt' I pr 1)in \rca .Siit' of I)ciii Area pni "I. miii (milIlics) .lip to 1200 ft2 (111 m2) 250 950 60 I - Over 1200 ft2 (111 m2) '-i,i1id ,if up to 1500 ft2 (139m2) 500 1900 90. It flslt\ ,OC I ('\It'l4l(dtS\t r t' '' 'S I . . 1p- t 11 110 ft ,p iu _Jj,,_ Ofj 91 • . - ____ WAJ- Over 2600 11 41 (240m2) 500' ' 1900 1 , 150 • - .,, .. . I .. Standard Up to 12 . 'NA ' 250 950 60 • . , Over12 to 15 -NA 500 . 1900 90 I . . Over 15 to 25 NA 500 . 1900 120 Over 25 •' . ' NA . .. 500 '1900 ''150 - CMSA ' . Up to 6 .. ' NA ., 250 . 90 '. 60 .144 ft2 (13.4 m2)L - I - Up to 8' ' maximum 250. 9 50 60 , Extended-coverage Over 6 to 8 NA r, 500 '1900 ' ' 90 0ver 8 t0h12 . . NA ' 500 1900 120 Over 12 , NA 500 1900 '.. . 150 Up to 12 NA 250. 950. - 60 , Ovei12to'15. - NA. " . 500 .1900: 90 ESFR Standard . . . . Over:15 to 25 . NA ' . 500 1900 " 120 . , . * . Over 25 . NA , . 500 1900 .. 150 , I ' NA: Not aplicable. '•. . . . . . ' , . S . -. ' ..• . - F, -,For CSMA and ESFRsprinklers the additional sprinklers included in the design area for obstructions do not . need to be considered in determining the total number of sprinklers in this column I S 12.9.2 The following unsprinklered com13usti61e cbncealed' ' - ' .' enclosed joist spaces' 160 ft" (45 ni3) or less iri volume, spaces shall not require a minimum design area of .sprinkler " ' including space below insulation that is laid directly on operation of 3000 ft2 (279 m2):, . - ' top or within the ceiling joists in an otherwise sprin-' a . I '(1) Noncombustible and limited-combustible -concealed ' - klered concealed space. spaces with minimal combustible loadit havih1g'no ac- (5) Concealed spaces where rigid materials are used and ,the cess. The space shall 'be considered'a7thncealed'pace . exposed surfaces have a flame spread index of 25 or less ' even with small openings such as those used s 'etu'rn air, . ' and the materials have been de'nonstrated to not propa- 1 '.-.' for a Plenum'.. ,.. . S S gate fire more than 10.5 ft(3.2 m) when tested in accor-. I. Noncombustible and lfrnited-combustible"coi-iealed S , dancewithASTME84, Standard Test Met/iodforSusfaceBurn-. spaces with limited access and not permidiig&diancy' - ing Characteristics, of Building Materials, or ANSI/.UL 723, .' - or storage of combustibles. The space tshàllbècoi1sid- Standard for Test for Surface.Burning Characteristics of Building,, I . ered a concealed space even with small opehins uch as Materials,' extended 'for an additional 20 minutes in the those used as return air for a plenum. foni'i in which they are installed in the space. - ' Combustible concealed spaces filled entirely with non- (6) Concealed spaces in which the exposed materials are' , .combustible insu1at1oi1i. ' .' -"S .. - ," -. . constructed entirely of fire retardant-treated wood as (4) *Light or ordinary hazard occupancies wh'er noncom- ' 'defined by NFPA 703. '', '• . .., bustible or limited-combustible. ceilings are 'directly at- (7) Concealed spaces over isolated small rooms not exceed- tached to the bottom of solid wood joists so as to create ing 55 ft.(5.1 rn2) in area. 2013 Edition Type of Sprinkler Location of I • Nominal, Maximum Storage Height Maximum Ceiling/Roof Height Minimum Operating Pressure , (Orientation) Storage . K- Factor.- ft . m ft m psi bar i4.0 25 • 7.6 30 9.1 50 ' 3.4 25 7.6. !32 9.8 60 4.1 .(200). - On floor or rack -.. 25 .. 7.6 30 9.1. 35 2.4 ESFR (pendent) . without solid shelves (240) 25,. 7.6 1,32 9.8 - 42 2.9 35. .10.7.'.40 12.2 ,. 52 3.6 I Copyright 2013 National Fire Protection Association (NFPA). Licensed, by agreement-for-Individual use and single download on July 31, 2013 to Kiausbruckner & Associates, in for designated user Elley Klausbrucknerl. No other reproduction or transmission In any form permitted without written permission of NFPA. For Inquires or to report unauthorized use, contact licenslng@nfpa.org 13-132 INSTALLATION OF SPRINKLER SYSTEMS . . iTable 12.12.2.2.3 ESFRSprinlder Protection for Indoor Storage of Idle Plastic Pallets ,- . - '12.122.2.3 Protection with ESFR sprinklers shall.-be,in accor- ,12.12.2.3.1 When specific test data and a product-listing are I dance with the requirements of.Table 12.12.223. "- available, the data'shall take precedence in determining the . required protection of idle plastic pallets stored in racks. 12.12.2.2.4 Protection with spray sprinklers shall be in accor- . . dance with one of the scenarios in 12.12.2.2.4.1 thiough 12.12.3 Idle Pail Stored on Racks, on Shelves, and Above Palle • -12.12.2.2.4.3. . . - Doors. . . I . .'- . 12.12.3.1 Idle pállets shall not be stored on racks or shelves, 12.12.2.2.4.1 Where plastic pallets are stored in cutoff rooms, except where permitted in 12.12.1.3, 12.12.2.3, and 12.12.3.2. - - - . the following shall apply:- . . - 12.12.3.2 Idle pallets shall be permitted to be stored on the - - The cutoff rooms shall have-at least one exterior wall. lowest level of storage only where no storage or shelves are The plastic pallet storage shall be separated from the re- located above the stored .pallets and the applicable protection - • mainder of the building by 3 hour-rated fire walls. - criteria referenced for on-floor storage in Section 12.12 are - ' '(3) The storage shall be protected by sprinklers designed to - - applied. . . . . I - - deliver 0.6'gpm/ft2 (24.5 mm/mm) for the entire room - or by high-expansion foam and sprinklers designed:to de- -. 12.12.3.3 Where idle pallet storage is above a door, the idle storage height and ceiling height be pallet shall calculated - - liver 0.30 9pm/ft2 (12.2 mm/mm) for-the entire room. - from the base of storage above the door using the applicable Y(4) The storage shall be piled no higher than 12 ft (3.7 m). protection criteria referenced in Section 12.12. -, • -- - (5) Any steel columns shall be protected by 1-hour fireproof- 12.12.4' High-Exansion Foam .-. Reduction in Ceiling Den- - ing or a sidewall sprinkler directed to one side,of, the ,col- sity. A reduction in ceiling density to one-half that required • umn at the top or at the 15 ft (4.6 m) level, whichever is for idle ,pallets shall be -permitted without revising the-de- lower. Flow from these sprinklers shall be permitted to be sin area, but thedensity shall be no less than 0.15 gpm/ft2 omitted from the sprinkler system demand for hydraulic (6.1 mm/mm). I calculations..- - . - - , • . - ,- - 12.12.2.2.4.2 Where plastic .pállets,aie stored-wi.thout cutoffs - -. - Chapter 13 Miscellaneous Storage from other storage the following shall apply '. 13 1 Miscellaneous Storage Up to 12 ft (3 7 m) in Height I (9.1'm) (1) Maximum storage heigit of 10 ft (3 05 m) r .13.1.1'Hose Connections.Hose connections shall not be re • '(2) Maximum ceiling height of 30 ft (9.1 rn) - . quired for the protection of miscellaneous siorage.- - .• Sprinkler density 0.6 gpm/ft2 over 2000W. (24.4 mm/ - - . - mm over 186 m2) ' -. - -. 13.2 Design Basis. - - - I (4) Minimum sprinkler K factor of 168 (240) I I I I w iTrT, i I II iT: IT I! - -.• 12.12.2.2.A.3, Plastic. pallets shall have no impactnithe ire- -. I i '.ii ii 111 n - . . . . . . - . quired sprinkler protection when stored as,follows:,i..:c.:.'. - 1 \1i III,IL1IHLi1 i.,- ('1i- I ilnuh ( Ii I\ ,i,)-- . ,, • I -- . . Storage shall be piled no higher than 4 ft , 11111'. J) I IlL Sprinkler- protection shall employ high temperature- I IL II rated sprtnl..lers i \li I i I I i., 11 I,II] ill,I I I i - Each pallet pile of no more than two stacks,shall be sepa IL LL,ILL - I rated from other pallet piles by al. least 8 ft (2 4 m)1ofclear -25 ft 1 \II 1111 II I I I Ih I III) I I I I III) 5 space or(76 m) of stored commodity- Minimum ceiling design ofOH2 shall be used '1 v' I II 1 1 IL li l\ IL1II liii 1(1 1... II I I Ill Ill I. cl Il(_,_I, II I LI 141.2 I liii 12.12.2.3 Idle plastic pallets shall be stored only in racks I - I where protected in accordance with the requirements of I ( LI ILfA 1)I I I hf)5 1.-) LI II h h I i Table 12.12.2.2.3. d 1w ] 1 fill 1 21 I -- 2013 Edition 'CopyrIght 2013 National Fire Protectlon.Association (NFPA). Licensed, by agreement, for individual use and single download on July 31, 2013 to Klausbruckner & Associates, In for designated user Eiley Klausbrucknerl. No other reproduction or transmission In any form permitted without written permission of NFPA. For inquires or to report.unauthorized use, contactlicensing@nfpa.org. - MISCELLANEOUS STORAGE : r. 13-133 -. Table 13.2.1 Discharge Criteria for Miscellaneous Storage Up to 12 ft (3.7 m) in-Height Total Combined Maximum •.,.,, Inside and Storage Height Ceiling Height Inside Hose Outside Hose - Design Curve i Duration Commodity Type of Storage ft" 'm, 5'ft, m Figure 13.2.1 Note gpm L/min .gpm LImbs (minutes) Class Ito Class IV Class I ' :512 °. :53.7 - - OHI ' 0,50, 0,189, 250 . 946 90 IN 100 379 Class II ~l0' :53.0 . - - - . . OHI ' 0,50, 0,189, 250 946 90 Solid-piled, : 1. palletized, bin box, F . . '. -100. 379' Class Ii >10 >3.0 tci. - - 0112' . 0,50, 0,189, .250 946 90 shelf, rack, and 512 '~3.7 100 379 back-to-back shelf storage __ ...................., ,_- Class III :912 '-' -:93.7 - - ._. . 0H2 0,50, 0, 189, 250 946 _________ 90 . 100 379 ' Class IV 510.' 53.0 ' -. - 0H2 i' 0,50, 0,189, .250 946 . 90 -100'. 379 ' Class IV - ' Palletized, bin box, >10 to, >3.0 to' 32 98 , . 0H2 . 0 50, 0,189, .250 946 '90 shelf, and . :512 :53.7 . ' , 100 379 . solid-piled Rack and >10.tO >3.0 to 32 9.8 £111 .. 0,50, 0, 189, 500 ' 1893 t20 back-to-back shelf .512 53.7 100 379 ,. storage . S , ' Group A Plastic Storage ~5 51.5 -. '- ' 0H2 - ' ' 0,50, 0,189, 250 946 90 100. 379 >510 >1.5 to 15 4.6 EHI -• ' 0,50, 0,189, 500 1893 ' 120 Solid-piled, palletized, bin box, . . 510 • 53.0 - ' , ' 100 379 shelf, rack, and back-to-back shelf >5 to >1.5 to ' 20 6.1 EH2 . • 0,50, 0,189, - 500 ' 1893 120 storage 510 53.0 • 100 379 ;10 to >3.0 to 17 5.2' 'EH2' 0,50, ' 0,189, 500 1893 120 - 512 153.7 - - 100 379 - 1155, -IS I k • >10 to. >3.0 to- - 32 9.8 0H2 + I 0 * 0,50, 0, lS9, 250 - 946 - 90 - 512 53.7 • . . ' level 100 379 • S , of. in-rack - 'I.. - , - - - : Heavyweight and . . On end . - 'i0: '53.0 30 - 9.1 " • " ' " 0,50,' 0,189, -250' 946 90 .mediumweighti , , .0 ' ,•,, '',.4 0H2 Tissue and lights eight On end 510 530 i 30 9.1 EHI 0 >0 0 189 250 946 120 100 379 .,1 I" - - ... ..-- ., -- - - - . -'-.4 . ., . •,' -. * Copyright 2013 National Fire Protection Association (NFPA). Licensed, by agreethent,'for Individual Use and single download on July 31, 2013 to Klausbrackner & Associates, In for designated user. Etley Klausbrucknerl. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact Iicenslng@ntpa.org. - 13-134 INSTALLATION OF SPRINKLER SYSTEMS . I • . . 4... -. *',. -•1: '. 'k .--, ,. Table13.2.1 Continued i , ", . •.a' -, 4,' . . 4.. , . - , -- ', 5 ,. . ' To1 C'mbined - - ' Madmum . , -* . . 'Inside and • Storage Height Ceiling Height '.' '.. Inside Hose Outside Hose . - ."' , Design Curve Duration ft in 1i '- ft , in gpm5 L/mm gpm L/min -v---45gnimodity Type of Storage Figure 13.2 .1 Note (minutes) Solid -piled, Cl 5 - - 0142 1 0,50,0,189, 250 946 90 palletized, bin box, - . , -. - too 379 - shelf, rack, and -. . . back-to-back shelf . - ' . . . - - -. . ""• , - J . storage Solid-piled, >5 to,' >1.5 to 28 8.5 . - EH2 ", 0,50, 0, 189, 500,''!' 1893 . 120 ilnexpanded and palletized, bin box, . 58 " 52.4. . . . . - . ' . .. - ' i•- 100 . 379 v ' . ,.. j expanded shelf, and back-to-backshelf ' - ' •-••-• ,: - . ' i C • ., storage Solid-piled, >5 to . >1.5 to 15 :4.6 EH2 - 0,50, 0,189, 500 1893 120 ' , palletized, bin box, 510 . 53.0 , - . . , , 100 379. " .. . . • , shelf, rack, and I back-to-back shelf, storage . .. I . '. -, - ' 1 " - I Solid piled >> to >1 5 to 20 61 EH2 0 >0 0 189 500 1893 1 120 palletized, bin box, 510 ' 53.0 ' . "', ' 100 , .379 I Unexpanded shetf, rack, and 4.. - . ?s, r ' back-to-back shell ' • ,• . . , .4p - stoiage - ' • -, , Rack ' j", "i, - '>Sto: >1.5 to 20 . 6.1 - . 0H2 1- 050,' 0,189, ' 250 ,946-- . 90 .-Expanded -510 -53.0 .- , , 1 level P 100 . 379 of ... . . u ' . in-rack aw ' .• . . , ,- - 12 411 Pill d, I -d •• ''>oto>.3.otol7.5.2' .EH2--0,500,189,500t893'i20 <12 53.7. , i' ..• ' , 100 ' 379 >10w >3.0 to. 32 9.8 ' 0H2 , +1' 0,50 0,189, r 250' 946 '90'' ac - ' 4. 512.53.7. -,' . .4-'f.'4 (level 100. 379 -of .4 i ... I .• ,,-in-rack . ,,4 4 - .4. I __:.',• .-;f:-:----s..i_ ". . -".4. '. .' "Tire Storage , _ . •4 -I-. '- .';' - , 'I . *4 , 7. , I Roiled Paper Storage R, I , I a - "t• --- . - •,'•,'l' -. "''' '-• '' " t t] ' - ' • , 'C * - - . •, - - , ,.• •4 , li 'I''' : • ' . ,il - '.4.4 '- • ' - 2013 Edition - -.•'3 4 -': '. -•- -•' -• . *_.''_.-•._' * '.'. . 4-' '. . - ••..__4 . C. -'- ,.. . •'.•,-,".-. .'-•tt_ _f2 ..'- ..s, - - -U , I,! '+ ' -, - -' ' 4.- - - > - . ' •- . - •,*-*-, . 4.' 4 . . -' ' - -. - - .t) 5- ' -- - 1 • , - - • ,, j ii 1" ' * ' o' *-ja . , On floor, onide,' >5t0 >115 to '32 9.8 EHi - 0, 50, 0,189 5• 1893 -120 'C 512 537 100 379 On floor on tiead Cli 51 5 L - 0142 0 50,0,189, 250 946 90 oionside 1 100 379 $ Single-,double-,or 55 :151.5 ,- - - 0 >0 0 189 2.40 'C' 946 90 multiple-rowracks 100, .379, on ti or on side , *, Tiies Single -row rack >5 to ;.1.5 to 32 98 0,50,0,189, 500 *( 1893 120 • portable, on tr ead. 4.!M ,~3.7 .'-- .379 '.4 , .'-, C or on side , '' • -': . . .EH1. ..100', ' . • * Single iowrack >5to >t >to 32 98 " 0 50 0 189 500 1893 120 .4 ' . fixed, on tread or - 512, 53.7, ', ., EHI '' - • 100,. 379' ' '1 onside ' -, '. -. .'•, , >5t0.-'>1.5to'32 9.8'' , ,,L+1 0,50, 0,189,250 946 90 . ,',•'.' it', '53.7, - -, -H £-''le -2 , 0 vèl .tOO •, 379 . •- , " ,C ......512 of. " *4 14 It in rack __________ -. •;I '.1 . Copyright 2013 National Fire Protection Association (NFPA). Licensed, by agreement, (Or individual Use and single download on July 31, 2013 to Kiausbruckner & Associates; In for designated user Elley I Klausbrucknerl. No other reproduction or transmission in any form permittedwithoul written permission of NFPA. For inquires or to report unauthorized use,contaci ticenslng@ntpa.org. PROTECTION FOR STORAGE OF CLASS I.THROUGH CLASS IV COMMODITIES .13-135 I 13.2.2 Installation criteria as permitted by NFPA.13 and de- 13.3.4.2 Maxiium horizontal spcing of in-rack sprinklers in . . sign criteria and modifiers as permitted bythedensity/area . single- or double-row racks with Class 1,11, III, or IV commodi- . method of Chapter 11 for ordinary hazard Group 1, ordinary ties shall be in accordance with Table 13.3.4.2. . . I hazard Group 2, extra hazard Group 1 and extra hazard . 13.3.4.3 In-rack sprinklers shall be located in the longitudi- . . .. . .. Group 2. occupancies shall be applicable for the protection of nal flue at the intersection of the transverse flues while not - any of the following: - .. exceeding the 'maximum spacing rules. I (1) Miscellaneous storage as described by Table 13.2.1 1 (2) Commodity Class I through Class IV stoge12ft (3.7 m) 13.3.4.3.1 If no longitudinal flue is provided in single- and or less in height as directed by 14.2.3.1 and16.2:i.2:1 double-row, racks, in-rack sprinklers shall be located within (3) Storage of Group AplasticsiIp to 5 ft(L5 rn)>iñ height as 12 in. (300 mm) of the center of the rack while not exceeding directed by 15.2.1 and 17.2.1.1 the maximum spacing. .1 .T7 T TTh1, .ti 13.3.4.4 Where distances between transverse flues exceed the i 1 I i I H 2 (-fl UI\( I fifi rc maximum allowable distances, sprinklers shall be installed at fl hc p P ( ( p the intersection of the transverse and longitudinal flues and additional sprinklers shall -be installed between transverse flues to meet the maximum distance rules. - - I .. . I P3 [ii Il..icI SpriiikIr'n 13.3.4.5 Where no transverse flues exist, in-rack sprinklers . . . . 13.3.1 General. In-rack sprinklers required by Table 13.2.1 shall not exceed the maximum spacing rules. shall meet the requirements of this section and the applicable ., storage protection and arrangement sections of this chapter. . l 13.3;2 Discharge Criteria. In-rack sprinkle.rsshall have a Chapter 14 Protection for Pálletized, Solid-Piled, Bin K-factor of 5.6 (80) or larger and operate at -a minimum of Box, Shelf, or Back-to-Back Shelf Storage of Class I 14.1 GeneraL . .' — 15 psi (1 bar). . . . through Class 1V Commodities I . 13.3.3 Water Demand. Where one level ofin-rack sprinklers is installed for miscellaneous storage, water demand shall be based on simultaneous operation of the hydraulically most de- I . 14.1.1 This chapter. shall apply to palletizèd, solid-piled, bin manding four adjacent sprinklers. .., 13.3.4 In-Rack Sprinkler Locations. box, shelf, or bàck-toback shelf storage for a broad range of combustibles. modified by this chapter. . . . • .13.3.4.1 In-rack prinklers for miscellaneous storage shall be 14.1.2 The requirements of Chapter 12 shall apply unless located at the first tier level at or above one-half of the storage I height. . . . 14.3 16.3 . I Density (mm/mm) . . 2.0 4.1 6.1 8.1 10.2 12.2 4000 372 4 : CL ftM-f 139 279 0 2000 0' . . . . I 005 010 015 020 025 030 035 040 Density (gpm/ft2) . FIGURE 13.2.1 Miscellaneous Storage Up to 12 ft (3.7 in) in - ,Table 13.3.4.2 In-Rack Sprinkler Spacing for Class I, II, ifi, and IV Commodities Stored in Single- or Height - Design-Curves (see Table 13.2.1) . I , Double-Row Racks Up to 12 ft (37 m) in Height . .. Aisle Widths ,. land II III. * lv Commodity Class m ft m ft - m I Encapsulated . ft m ft No 8 2.4 .112 Yes : - - . 8 • .3.7 12; :3.7 10 3.0 ..No . . 4 1.2 .. 12 3.7 10 3.0 10 3.0 I . . I .. 2.4 8 2.4 8 .2.4 - •** .. 2013 Edition KLAUSBRUO(NER REPORT NJTEOETO INr0000005. EXISTING UNDERGROUND PIPING PLPJAI NO MONtH PIIARMACEIITICM8 TAMPER WESTERN FIRE PROTECTION EXISTING BACKFLOW DETAIL BESTING RISER DETAIL . VICINITY MAP C-TO INTROIT CLOT F - - - - - - - - - - - - - - - -' - - - JL — S2T2SS TOE froco 000tE 676E _9 i~- On NOVEll PIIARMACEUT1CM.8 'P Lj Li LL_I cj BUILDING SECI1ON A ------ i:_,_J o -Fp----o-- I o-P--*-o---, 1------fr0-1 --o-- 4rrrJh ---?--- r ----o-4!---j--o-J 4_L rr ----7--U--.--Q- -TO- I' Jill JJT1JOOIALSWAYBRAr LL WAY *m FIRE SPRINKLER PIPINGI, - - - - - - - - - - - - - - - - -. - - -. - - - - - - -. - - - - - - - - - SPRINKLER LEGEND SYM TYPE MFG/MODEL RESPONSE NPT SIN K—FACTOR TEMP FINISH CANOPY QUANITY o UPRIGHT GLOBE ELO-231 SR 3/4" GL1167 11 5 286 BRONZE n/a 66 - UPRIGHT GLOBE GL OR 3/4" GL8118 8.1 200 BRONZE n/a 8 PENDENT GLOBE GL RECESSED : QR. 1/2" GL5601 5.6 155 CHROME REC CHROME 7 o EX UPRIGHT VIKING MODEL M SR 3/4" n/a 8.0 286 BRONZE n/a n/a EX PENDENT GEM MODEL A SR 1/2" n/a 5 6 155 CHROME REC CHROME n/a $ WITH HEADGAURD AND WATERSHIELD TOTAL SPRINKLERS 82 I 1 I ABOVEGROUND PIPING NOTES: I i. SYSTEM DESIGN AND INSTALLATION PER CARLSBAD FIRE DEPARTMENT WRITTEN POLICIES, CBC 2007, CFC 2007, NFPA 13 2002, AND AND THE KLAUSBRUCKNER REPORT DATED 3-9-10. l 2. SYSTEM DESIGN CRITERIA: EXISTING SYSTEM OVERHEAD: .33/3000, 8.0K 286 SR SPRINKLERS. INSTALLED AS SHELL SYSTEM IN 1990. DCDA BACKFLOW RErRO—FITTED IN 2004. I CURRENT REQUIREMENTS: .6/2000 w/ 500 GPM TOTAL COMBINED HOSE IN ACCORDANCE WITH NFPA 13 2002, 12.3.3.1.7 & FIGURE 12.3.3.1.5(b). : 3. ALL MATERIAL TO BE NEW UL LISTED AND/OR FM APPROVED FOR FIRE I PROTECTION USE. 4. ALL PIPE DIMENSIONS ARE CENTERLINE TO CENTERLINE UNLESS OTHERWISE NOTED. 5. NEW MAIN PIPING AND FITTING NOTES. I . ALL SPRINKLER MAIN PIPING TO BE DYNA—FLOW BLACK STEEL (3"-4"). ALL MAIN OUTLETS TO BE UL LISTED WELDED BRANCHLETS (GROOVED AND/ OR FEMALE OUTLET.) OR UL LISTED MECHANICAL TEES. .C. ALL WELDING TO BE PERFORMED IN ACCORDANCE WITH NFPA 13 2002 6.5.2 I AND AWS 62.1. INSPECTION AS NECESSARY. WELDER TO STAMP ALL WELDS. D. ALL MAIN. FITTINGS TO BE GROOVED. .E. ALL MAIN COUPLINGS TO BE GROOVED, NON—FLEXIBLE, UNO. I 6. NEW BRANCHLINE PIPING AND FITTING NOTES: THREADED BRANCHLINE PIPING & RN's (11/2--2") TO BE DYNATHREAD BLACK STEEL. WITH STANDARD WEIGHT (125) SCREWED CAST IRON OR DUCTILE IRON FITINGS. I . WELDED. BRANCHLINES PIPING & RN's (11/2"_2") TO BE DYNA—FLOW WITH GROOVED ENDS, 7. PAINTING OF PIPING, CORROSION PROTECTION, ELECTRICAL WIRING, DETECTION .AND/OR SUPERVISORY SYSTEMS ARE NOT PART OF THIS CONTRACT AND SHALL I BE PROVIDED BY OTHERS. 8.. ALL PIPE HANGERS. TO. BE IN I ACCORDANCE WITH. NFPA 13 2002. I 9 ALL SWAY (EARTHQUAKE) BRACING TO BE IN ACCORDANCE WITH NFPA 13 2007 10. ABOVE GROUND PIPING SHALL BE HYDROSTATICALLY TESTED AT 200 PSI FOR TWO HOURS IN ACCORDANCE WITH NFPA 13 2002 16.21.. .. .. ii. WESTERN FIRE PROTECTION SHALL NOT BE RESPONSIBLE FOR THE I STRUCTURAL CAPACITY OF THE BUILDING TO SUPPORT THE SPRINKLER SYSTEM. ..StANDARD SIGNS SHALL BE ATTACHED AS APPROPRIATE AND IN ACCORDANCE WITH NFPA 13 2002. I 13. WHEN SERVING MORE THAN 100 SPRINKLERS, AUTOMATIC FIRE SPRINKLER SYSTEMS SHALL BE SUPERVISED BY AN APPROVED CENTRAL, PROPRIETARY OR REMOTE STATION SERVICE OR SHALL BE PROVIDED WITH A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION. I I I ATTACHMENT #8 I ADDITIONAL REQUIREMENTS AUTOMATIC FIRE SPRINKLER REQUIREMENTS I U I H I I I I H H1 I . I: I ' HIGH-PILED COMBUSTIBLE STORAGE .. . I SECTION 3204 ; . 3205.6 Designation of storage heights. Where required by DESIGNATION OF HIGH-PILED STORAGEAREAS the fire code official, a visual method of indicating the maxi- General. High-piled storage areas and portions of mum allowable storage height shall be provided. high-piled storage areas intended for storage of a different 3205.7 Arrays. Arrays shall comply with Section 3207.4. commodity class than adjacent areas, shall be .des,igned.and 3205.8 Flue spaces. Flue spaces shall comply with Section .. specifically designated to contain Class I, Class II,'Class Class IV or high-hazard commodities. The designation of a 3208.3. high-piled combustible storage area, or portion thereof intended for storage of a different commodity class, shall be SECTION 3206 .. ' based on the highest hazard commodity class stored except as . GENERAL FIRE PROTECTION I provided in Section 3204.2. AND LIFE SAFETY FEATURES 3204.2 Designation based on engineering .analysis The 3206.1 General. Fire protection and life safetyfeatures for designation of a high-piled combustible st9rage area,-,or pOr- high-piled storage areas shall be in accordance with Sections tion thereof, is allowed to be based on a lower hazard class 3206.2 through3206.1O. i than that of the highest class of commodity,: stored when a '196 - - 32 eitd o1n)4an. % here reqmiei b limited quantity of the higher hazard comidithsbeen I •ihk 320t), my dyytri \ftin\. iunkc cmi * demonstrated by engineering analysis to 8e, adequately pro- tected by the automatic sprinkler system pro ad.Tlë ehgi- - mvinl)v11. Jicti CLn [all c mud _lulu )111,111C .pruiiklem Jecuemi dcii tmc hcll ctcnd Uu 1cui ol I feel i 1 mmmi bcnmuiI neering analysis shall consider the ability. ofthe.sprinkler system to deliver the higher density required by the higher tungc .icc ii is m uiaAaenl p1itioniPWher.j ._- - ditferetni__________ of lign-piled storage areas have portions ' hazard commodity. The higher densityshallibé based on the actual storage height of the pile or rack and the minimum tion requirements because of commodity, method of storage allowable design area for sprinkler operation as• set forth in or storage height, the fire protection features required by Table 3206.2 within this area shall be based on the most the density/area figures provided in NFPA 13. The contigu- restrictive design requirements. - ous area occupied by the higher hazard commodity shall not -exceed 120 square feet (11 m2) and additional areas of higher 3206.3 Separation of high-piled storage areas. High-piled hazard commodity shall be separated from other-such areas storage areas shall be separated from other portions of the • by 25 feet (7620 mm) or more. The sprinkler system shall be building where required . by Sections 3206.3.1 through .capable of delivering the higher density over a minimum area 3206.3.2.2. I of 900 square feet (84 m2) for wet pipe systems and 1,200 3206.3.1 Separation from other uses. Mixed occupan- square feet (111 M2),for dry pipe systems. The shape bf the . cies shall be separated in accordance with: the California . design area shall be in accordance with Section 903. • - ' Building C'ode. 3206.3.2 Multiple: high-piled storage areas. Multiple SECTION 3205 • high-piled storage areas shall be in accordance with Sec- HOUSEKEEPING AND MAINTENANCE . tion 3206.3.2.1 or 3206.3.2.2. 3205.1 Rack structures. The structural'integrity of iacks 3206.3.2.1 Aggregate area. The aggregate of all high- shall be maintained. . . . ' - building be for piled storage areas within a shall used a • . . •. . . ...... -- the application of.Table 3206.2 unless-such areas are 3205.2 Ignition sources. Clearance from ignition , sources . -. . 'shall be provided in accordance with Section305. •-: • separated,from each other by I-hour fire barrierscon- . • - stmcted in accordance with Section .707 the California -3205.3 Smoking. Smoking shall-be prohibited. AppFOved Building Code. Openings in such fire barriers shall be No SmOking" signs shall be conspicuously posted in accor- protected by opening protectives having a 1-hour fire - I . dance with Section 310. - . • - t •- •- 3205.4 Aisle when protection rating. - 3206.3.2.2 Multiclass high-piled storage areas. High- maintenance. restockiigis tbeing conducted, aisles shall be kept clear of stdrae;waste mate- piled storage areas classified as Class I through 1V not • rial and debris. Fire department access doors; áislesa'nd exit separated from high-piled storage areas classified as doors shall not be obstructed. During restocking-operations - . ,high hazard shall utilize the aggregate of all high piled I . using manual stocking methods, a minimurn unobstiucted storage areas as high hazard for the purposes of the aisle width of 24 inches (610 mm) shall bemãintainédin 48- . application of Table 3206.2. To be considered as sepa- inch 6219 mm) or smaller aisles, and g.ñiir iniumunob rated, 1-h6ur fire barriers shall beconstructed in accor- dance with Section 707 of the California Building .; structed aisle width of one-half of-the r&juired ãislewidth shall be maintained in, aisles. greater than -48 inches (1219 Code. Openings in such fire barriers shall be protected mm). During mechanical stocking operations, 'a minimum by opening protectives having a -1-hourfire protection unobstructed aisle width of 44inches (1118 mm) shall be maintained in accordance with Section 3206.9?i .Exception: rating. • . - As provided for. in Section 3204.2. 3205.5 Pile dimension and height limitations. Pile dimen- 3206.4 Automatic sprinklers. Automatic sprinkler systems - sions and -height limitations shall comply :with. Section shall be provided in accordance with Sections 3207, 3208 and - 3207.3. . • . • - 3209. 1 2O13 CALIFORNIA FIRE CODE - • - ,. - . - 337 - S I_I • - ____________________________________ I - - - .1 • • • Copyright 2013 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and single download on July 31, 2013 to Klausbruckner & Associates, In for designated user Etley Ktausbruckner. No other reproduction or transmission in any form pérmiited,wlihoui written permission of NFPA. For inquires or.to report unauthorized use, contacllicenslng@nfpa.org.. I GENERAL REQUIREMENTS FOR STORAGE 13-127 12.1.3.4.8 If in-rack sprinklers are fpr. th'eactual .required 12.6.2 For Storage applications, rack storage, rubber genal 'storage height with an acceptable clearance to ceiling,-in-rack tire storage, roll paper storage, and baled cotton storage being sprinklers shall be installed as indicated by that criteria.- protected with upright and pendent spray sprinklers with re-. 'I 12.1.4e High Volume Low Speed (HVLS) Fan..k ' quired densities' of greater than 0.20 gpm/ft to 0.34 gpm/ft2 (8.2 mm/mm to 13.9 mm/mm), standard-response sprinklers ..... 12.1.4.1 The installation ofHVLS fans in buildings equipped ' with a nominal K-factor of K-8.0 (115) or larger shall be used. with sprinklers, including ESFR sprinklers shall comply with the following:. r '. " '12.6.3. For general storage applications, rack Storage, rubber . tire storage, roll paper.storage, and baled cotton storage being ' The maximum fan diameter shall be 24 ft (7.3.m). C., protected with upright and pendent spray sprinklers with re- The HVLS fan shall be centered approximately between quired densities greater than 0.34 gpm/ft2 (13.9 mm/mm), four adjacent sprinklers. standard-response spray sprinklers with a K-factor of K-11.2 . (3) The vertical clearance from the HVLS fan to sprinkler (161) or larger that are listed for storage applications shall be ..' I deflector shall be a minimum of 3 ft (0.9 m). used. . : (4) All HVLS fans shall be interlocked to shut down immedi- ately .upon receiving a waterfiow signal froii'rhe alarm . . ' , 12.6.4* Unless the requirements of 12.6.5 are met, the re- 1' ' system in accordance with the requirem'èfNFPA"72. quirements of 12.6.2 and 12.6.3 shall .not,apply to modifica- ".i -tions to existing storage application, systems, using sprinklers . 44 12.2* Hose Connections. I with K-factors of-K-8.0 (115) or less. ' 12.2.1 Small hose connections [11/2 in. '(38,mni)] shall be '. 126.5 Where applying 'the requirements of Fig provided where required by the authority having jurisdiction ure 17.2.1.2.1(b) and Figure 17.2.1.2.1(c) utilizing the de-. in accordance with 8.17.5 for first-aid fire-fighting and over- sign criteria of 0.6 gpm/ft2 per 2000 ft2 (24.4 mm/min per - haul operations. . .'., . .- , " 186 m2) to existing storage applications, the requirements 12.2.2 Small hose connections shall not be required for the of 12.6.3 shall, apply.. i . . protection. of Class I, II, .111, and IV commodities stored 12 ft 12.6.6 The use of quick-response spray sprinklers for storage (3.7 m) or less in height. applications shall be permitted when listed for such use. 1 ! l'2.3 .\dja.m.iLit }LL,Ird' of 1)egn \4et1iod'.. I 'U' 12.6.7 .CMSAandESFR sprinklers shall be'peni'miued to prà- P TI II il' II 1(1101 ill 1iz ii 1' (I (Ii I" TI mu Ii .. lii tect storage of Class I through Class IV commodities, plastic commodities, miscellaneous storage, and other storage as I 'i. .IT,. .lii i . ' specified in Chapter 12 through Chapter 20 or by other NFPA 1. II I. I! ii I I i u H 11 Iii-I`111 standards. Ii 'Ill II'.Iiip (jil IIIkP'F 111 ifi' idj Iii .11 ui ihu' '1] ' ' 126.7.1 ESFR sprinklers designed to meet any criteria in plow (16'11 11'ii (11 lilT' 11101 lIT 111,110 liii PlO' II T),i'l Chapter 12 through Chapter 20 shall be permitted to protect '.IijII ('\Iu lIP P l 4,1 Iii In '.((11(1 10 P rinict,'T ' lightand ordinaryhazard'occupancies. .1 2 I In' lu'plili'lfl('IIL 1 12.1 h,111 1011 iii!'. I I Iii' . * ' III 0 III H'pll iii'ii PT I l,ii IT [p ([1111((IiI hi - ([((liP' 12.6.7.2 'Quick-response CMSA sprinklersdesig'mied.to meet • Jill Ti IllillIp 11i .o ii lull I fII( II ((IIH ,I1 ' .1 Ii' III hi up anyci-iteria in Chapter 12 through Chapter 20 shall be permit- .. ted to protect light and ordinary hazard occupancies. The requirements ot 12.i(1) shall not apply, to the exten- 12.6.7.3 - Standard-response CMSA sprinklers designed to smon of more demanding criteria from ,an.upper ceiling meet any criteria' in Chapter 12 through Chapter 20 shall be , , , level to beneath a lower ceiling level where the difference permitted to prolect ordinary hazard occupancies. .0 ' .. in height between the ceiling levels is at,1east 2 ft (0.6 m). 12.6.8 The design 'figures indicate water demands for .12.4* Wet Pipe Systems.' , . . , ' '......" '- ,. , ordinary-temperaturerated and nominal high-temperature.:, 12.4.1 Sprinkler systems shall be wet pipe systems .12.4.2* In areas that aresubject to ire ezing'or wh'er'e Special . rated sprinklers at the ceiling I 12.6.8.1 The or*dinaritemperature desigi densities corré-. . conditions exist, dry pipe sytems and preaction systems hall ' spond to. ordinary-temperature-rated Is and 'shall be permitted to protect storage occupancies be used for sprinklers with ordinary and intermediate 12.4.3 ESFR sprinklers shall only be permitted to . be wet pipe temperature classmfmcatmon . .• . . .. 1 ' . ' . . I " systems. . ..' . , ' 12.6.8.2 The high-temperature design densities correspond' 12.5 Dry Pipe and Preactmon Systems. to high-temperature-rated sprinklers and, shall be used for sprinklers having a high-temperature rating. 12.5.1 For dry pipe systems and preaction systems, the area of ' , 12.6.9 Ordinary-' and intermediate-temperature sprinklers ., sprinkler operation shall be increased by 30 percent without with K-factors of K-11.2 (161) or. larger, where-listed for stor- revising the density. '. '..' age, shall be permitted to .us the densities for high- 12.5.2 Densities and areas shall be selected so that the final temperature sprinklers. .' . . . I ' area of operation after the 30 percent increase is not greater 12.7 Discharge Considerations. . , than 3900 ft2 (360 m2). - 12.6' Storage Applications. . '..'. .: ,, . 12.7.1 The water supply for sprinklers only shall be determined either from the density/area requirements of, Chapter 12 ,12.6.1. For storage applications with densities'of 0.20 gpm/ft2 through Chapter 20 or shall be based upon the room design I (8.2 mm/mm) or less, standard-response sprinklers with a method in accordance with Section 12.10, at the discretion of the K-factor of •K-5.6 (80) or larger shall be permitted. . designer. I 2013 Edition AUTOMATIC SPRINKLER , SPRINKLER AT THE CEILING WITH OR WITHOUT.IN-RACK MINIMUM IN-RACK' SPRINKLERS ' , SPRINKLERS NONSPRINKLERED RACK , ' 'PROTECTION AT EVERY TIER CONFIGURATION 25 feet A. Option 1 ' Option 2 >25 feet Any height Any height Storage height ' . . Sizeb 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 Double-row rack Transverse flue-space , Vertically ., Not Required ' ' Not Required ' Yes Not Applicable Not Required' ' aligned' Longitudinal flue space Not Required 6 inches 6 inches Not Required Not Required Size" 6 inches Not Applicable 6 inches Not Required Not Required Multi-row rack Transverse flue space PVertically aligned' ' ' . -Not'Required ' Not Applicable Yes Not Applicable Not Required Longitudinal flue space Not Required Not Applicable Not Required Not Required Not Required I I For SI: I inch = 25.4 mm, I foot = 304.8 mm. Three-inch transverse flue spaces shall be provided at least every 10 feet where ESFR sprinkler protection is provided. Random variations are allowed, provided that the configuration does not obstruct water penetration. sHIGHPILED COMBUSTIBLE STORAGE 3207.3 Pile dimension and 1eight limitations Pile dimen 3208 2 2 Racks with solid shelving Racks with solid sions, the maximum permissible storage height andpilevol- shelving havingan area greater than 32 square feet (3 m2), urne shall be in accordance with Table 3206.2. . measured between approved flue spaces at all four edges '3207.4 Array. Where an automatic sprinkler system design . of the shelf, shall 1. be in accordance with this section. utilizes protection based on a closed array, array clearances Exceptions: shall be provided and maintained as specified by the standard ' 1. Racks with mesh, 'grated, slatted or similar used. . . . shelves having uniform openings not more than 6 inches.(152 mm) apart, comprised of at least 50 SECTION 3208 . percent of the overall shelf area, and with RACK STORAGE ,, . approved flue spaces are allowed to be treated as racks without solid shelves. 3208.1 General. Rack storage shall be in accordance with 2. Racks used for the storage of combustible paper Section 3206 and this section. Bin boxes exceeding 5 feet mm) in any dimension shall be regulated as rack stor- . 'solid shelving, shall be in accor- records with. . age. ' , dance with NFPA 13. dance 3208.2 Fire protection. Where automatic sprinkl are - . .ers ' ', . 3208.2.2.1 Fire protection. Fire protection for racks required by Table 3206.2, an approved automatic sprinkler with solid shelving shall be in accordance with NFPA ' system shall be installed throughout the building or to 1-hour . . fire barriers constructed in accordance with Section 707 of .3208.3 Flue spaces. Flue spaces shallbe provided in accor- the California Building Code. Openings in such fire barriers dance with Table 328.3. Required flue spaces shall be main- shall 'be protected by opening protectives having a 1-hour fire tamed. Protection rating. The design and installation of the automatic 3208.3.1 Flue space protection. Where required by. the sprinkler system and other applicable fire protection shall be fire code official, flue spaces required by Table 3208.3, in. in ,accordance with Section 903.3.1.1 and the California single-, double- or multiple-row rack storage installations Building Code. , shall be equipped with approved' devices to protect the 3208.2.1 Plastic pallets and shelves. Storage on' plastic . required flue spaces. Such devices shall not be 'removed or pallets or plastic shelves'shall be protected by approved modified. , specially engineered fire protection systems Ctilunmn pm oliUioiu tLLl Imikillap k:(d1jfllll-,IId)] Exception Plastic pallets listed and labeled in accor vith NUJ dance with UL 2335 shall be treated as wood pallets for 3208.5 Extra-high-rack storage systems. Approval of the 'determining required sprinkler protection. . ' fire code official sh'ill be obtained prior to installing extra- high-rack combustible storage. TABLE 3208.3 REQUIRED FLUE SPACES FOR RACK STORAGE 340 i 2013 CALIFORNIA FIRE CODE 2013 National Fire Protection Association (NFPA). Licensed, by agreernent.for individual use and single download onJuty 31, 2013 to Kiausbruckner & Associates, in for designated user Ettey ...Copyright KiaUsbrucknerl. No other reproduction or transmission in any form permitted.wiihout.written permission of NFPA. For inquires or to report unauthorized use, contactiicensing@ntpa.org. 113-176 INSTALLATION OF SPRINKLER SYSTEMS . I Chapter 17 Protection of Rack Storage of Plastic and .1 (1) In-rack sprinklers ni Rubber Commodities . Side sprinklers at the 15 ft (4.6 m) elevation, pointed toward one side of the steelcolumn 17.1 General Provision of ceiling sprinkler density for a minimum of I 17.1.1 This chapter shall apply to storage of plastic and rubber 2000 ft2 (186m2) with ordinary temperature- or high temperature-rated sprinklers as shown in Table 17.1.4.1 commodities stored in racks. The requirements of Chapter 12 for storage heights above 15 ft (4.6 m) up to and includ- shall apply unless modified by this chapter.(SeeSeclwn C.9.) ing 20 ft (6.1 m) I 17.1.1.1 This chapter also shall be used to dètthiri&protec- Provision of-CMSAor ESFR ceiling sprinkler protection -tion forcommodities that are not-entirely Group Aplastics but . contain such quantities and arrangements of Group A plastics.' ... . . ... that they are deemed more hazardous than Class 1V.commodi- Table 17.1.4.1 Ceiling Sprinkler Densities for Protection of I t -. ties. . Steel Building Columns . . 117.1.2 Sprinkler Protection Criteria. Aisle Width I .:17.1.2 1* Plastic commodities shall be protected in accor 'dance with Figure 17.1.2.1. (See Seclion C.21.) . Commodity 4 ft (L2 m) 8 ft (24 m) '17.1.22 The design criteria of Chapter 17 for Classification gpm/ft2 .(L/min)/m2 gpm/ft2 (L/min)/m2 single- and double-rw rack storage of plastic commodities shall be appli- Plastics 0.68 27.7 0.57 23.2 'cable where aisles are 3.5 ft (1.07 m) or greater fri width. I . 17.1.2.3 Storage with aislesless than 3.5 ft (1.07n) shall be 17.1.4.2 The flow from a column sprinkler(s) shall be per- protected as multiple row rack storage mitted to be omitted from the sprinkler system hydraulic I shall 17.1.2.4 Group B plastics and free-flowing Group A plastics be protected the same is Class IV commodities. calculations. . 17.1.5 Solid Shelf Rack. i7.1.2.5 GroupCplas tics shall be protected the same asClasslll commodities. . . . 17.1.5.1' 7 1 5 1 Where solid shelving in single double-,and multiple-row racks exceeds 20 ft (1.86 rn) but does not ex- 1- 17.1.2.6 Sprinkler protection criteria for the storage of materi- ceed 64 ft2 (5.95 m2) in area, sprinklers shall not be required 'als on racks shall be in accordance with Section 17.2 for storage . below every shelf, but shall be installed at the ceiling and be- upt025ft(76m) and Section 173 for storage over 25ft(76m) low shelves at intermediate levels not more than 6 ft (2 in) apart vertically. (See Section C 11) 17.1.2.7* Protection criteria for Group A plastics shall be per- I mitted for the protection of the same storage height and con- 17.1.5.2' Where solid shelving in sin le_,,. double-, and multiple-row racks exceeds 64 ft (5.95 frig) in area or where figuration of Class 1,11,111, and IV commodities. the levels of storage exceed 6 ft (2 m), sprinklers shall be in- 17.1.3 .Movable Racks. Rack storage in movable racks shall be stalled at the ceiling and below each level of shelving. . protected in the same manner as multiple-row racks.. . . I ,17.1.4 Fire Protection ofSteel Columns - Columns -Within 17.1.5.3 Where multiple-row racks of any height have no longi- tudinal flue or whe're double-row racks with-storage up 25 ft. Storage Racks. See Section C.10. . , (7.6 m) in height have no longitudinal flue, the situation shall ' * - i "i TI I 7fl not be considered solid shelves where transverse flues exist at I 1 H I Ili!)tflL )IIlIlIlTh \lIjlin 111k , 11111 11111II T,i(I. III maximum 5 ft (1.5 m) intervals and additional in rack sprinklers shall not be required in accordance with 17151 and 17152 I H I.. I16 HI!) I ll[ P Il!). Ii III I [I) I 11.1.5.4 The maximum honzontal spacing between in rack ill I III] Iwi th u II ITI) 1) II) sprinklers shall be 5 ft (1 Sm) - - . -. . . . . Pla ti I cs - I - - .' Group Group GroupC -- . - Class IV , .. -. Class III - Cartoned, expanded or Exposed, expanded nonexpanded, and (outside thescope exposed, nonexpanded of Chapter 17) I . - -Stable Free-flowing (see Chapter 17) Class IV FIGURE 17.1.2.1 Decision Tree. 2013 Edition Note: Cartons that contain Group -A plastic material can be treated as Class IV commodities under the following conditions: There shall be multiple layers of corrugation or equivalent outer - material that would siriificantly 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. - Ii - 1- Copyright 2013 National Fire Protection Association (NFPA). Licensed by.agreement,'for individual use and single download on July 31, 2013 to Klausbruckner & Associates, In for designated user Eltey I Ktausbrucknerl. No other reproduction or transmission in any form permltted.without written permission of NFPA. For inquires or to report unauthorized usecontact ticensing@nfpa.org. 13-52 INSTALLATION OF SPRINKLER SYSTEMS .. I 1" for distance shall be measured from the bottoni of the insula- 8.5.6 Clearance from Defl ctor to Storage. - h tion and shall be in accordance with 8.5.4.1.3.1 or 8.5.4.1.3.2. - I 8.5.6.1* Unless the requirements of 8.5.6.2, 8.5.6.3, 8.5.6.4, or I 8.5.4.1.3.1 For insulation that is installed direcUy aainst.the :ceiling or roof structure and is installed flat and parallel to the 8.5.6.5 are met, the clearance between the deflector and the top of storage or conte -its of the room shall be 18 in. (457 mm) or. I ceiling or roof structure, the deflector distance shall be met- greater. . I sured to the underside of the insulation. 8.5.6.2 Where other standards specify greater clearance to 'manner .8.5.4.1.3.2 For insulation that is installed in a that ' storage minimums, they shall be followed. causes it to deflect or sag.down from the ceiling or roof truc- ture, the deflector distance shall be measured a Ialf of the 8.5.6.3 A minimum clearance to storage of 36 in. (914 mm) distance of the deflection 'from the insulation high point to shall be permitted for special sprinklers. 8.5.6.4 A'minimum clearance to storage of less than 18 in. . the insulation low point.:- (A) If the deflection or sag, in the insu1ation in. ,exed'6 (457 mm) between the top of 'storage and ceiling sprinklei (152 mm), the deflector distance shall be meuredtô the deflectors shall be permitted where proven by successful large- 'high point of the insulation. scale fire tests for the particular hazard. , - ' , (B) The deflector shall not be positioned above ihelcr'point 8.5.6.5 The clearance from the top of storage to sprinkler ' deflectors shall be iiot less than 36 in. (914 mm) where rubber - of the insulation: tires are stored. -, I .8.5.4.1.4* Heat collectors shall not be used as a means to assist ' 8.5.7 Skylights. the activation of a sprinkler. I 8.5.4.2 Deflector Orientation. Deflectors of sprinklers. shall 8.5.7.1 Sprinklers shall be permitted to be omitted from sky- ' lights not exceeding 32 ft2 (3 m2) in area, regardless of hazard be aligned parallel to ceilings, roofs, or the incline ôf-sairs classification, that are separated by at least 10 ft (3m) horizon- '8.5.5 Obstructions to Sprinkler Discharge. , - tally from any (the unprotected skylight or unprotected ceil- 1 ' ing pocket. , i 8 : .5.51* Performance Objective. Sprinklers shall be located so as to minimize obstructions to discharge as defined in 8.5.5.2 8.5.7.2 Skylights not exceeding 32 ft2 (3 m2) shall be permit- and 8.5.5.3, or additional spririklers shall be provided to en- Led to have a plaitic cover. sure adequate coverage of the hazard. (See Figure A.8.5.5.1.) 8.6 Standard Pendént and Upright Spray Sprizk1ers. .8.5.5.2* Obstructions to Sprinkler Discharge Pattern Devel- 8.6.1 General. All requirements of Section 8.5 shall apply to opment. . . ' ' . standard pendent.and upright spray sprinklers except as 8.5.5.2.1 Continuous or noncontnuous obstructions less than modified in Section 8.6. ' :or equal to Min. (457 mm) below the sprinkler, deflector that 8.6.2 Protection Ajas per Sprinkler (Standard Pendent and prevent the pattern from fully developing shall comply With 'Upright Spray Sprinklers). 8.5.5.2. '1 1. 8.6.2.1 Determination of Protection,Area of Coverage. ' 8.5;5.2.2 Sprinklers shall be positioned in accordance I the minimum distances and special requiremenis of Section , 8.6.2.1.1 Except as permitted by 8.6.2.1.2, the protection 8.6 through Section 8.12 so that they are located sufficiently area of coverage per sprinkler (As) shall be determined in away from obstructions such as truss webs and chords, pipes, accordance with 8.5.2.. 8.6.2.1.2 The requirements of 8:6.2.1.1 shall not apply in a columns, and fixtures. ' , - ' - 8:5.5.3* Obstructions that Prevent small.room Sprinkler Discharge from as defined in 3.3.21. . . Reaching Hazard. Continuous or noncontinuous obstructions" ' t ' 8.6.2.1:2.1 The protection area of coverage for each sprin- • that interrupt the water discharge in ahc;rizontai plane more ' kler in th small room shall be the.area of the room divided by 'than 18 in. (457 mm) below ,the sprinkler deflector in a man- . -' the number of sprinklers in the room. Ther to limit'the distnbution from reaching the protected' haz- rd shall comply with 8.5.5.3. ' ' , . . ' ' '•'' . 8.6.2.2Maximum Protection Area of Coverage.. , ' - - T' - - '-.ii.h'i 8.6.2.2.1*Tlie,maxirnum allowable protectior area of cover- age for asprinkler (A). shall be in accordancd'with the value indicatedin Table 8.6.2.2.1(a) through* Table 8.6.2.2.1(d). .5).3.l 1 (p 'n un,' (I i nu 1 : I' 11,1 1 !iu III ' 8.6.2.2.2 In any case, the maximum area of coverage of a - sprinkler shall not exceed 225 ft2 (21 m2). 8.5.5.3.2 Sprinklers shall not be required under obstructions . that are not fixed in place, such as conference tabls: . 8.6.3 Sprinkler Spacing (Standard Pendent and Upright Spray Sprinklers).. , .$ 8.5.5.3.3* Sprinklers installed under' open gratings shall be of the intermediate level/rack storage type or Otherwise shitlded 8.6.3.1 Maximum Distance Between Sprinklers. The maxi- MUM distance permitted between sprinklers shall comply with from the discharge of overhead sprinklers. - Table 8.6.2:2.1(a) through Table 8.6.2.2.1(d). - 8.5.5.4 Closets. In all closets and compartmenis, including 8.6.3.2 Maximum Distance from Walls. ' th'ose closets housing mechanical equipment, .'that are not $ larger than 400 ft3 (11.33 m3) in size, a single sprinkler.at.the 8.6.3.2.1 The distance from sprinklers to walls shall not ex- ' 'highest ceiling space shall be-sufficient without regard to ob- ceed one-half of the allowable distance between sprinklers as I structions or minimum distance to ihe wall. -...''indicated in Table 8.6.2.2.1(a) through Table 8.6.2.2.1(d). 2013 Edition ' ', ._: . ' . - •- .. . .1 , ,Copyright 2013 National Fire Protection Association (NFPA). Licensed, by agreement,-for Individual use and single download on July 31, 2013 to Klausbruckner & Associates, In for designated user Elley. Klausbrucknerl. No other reproduction or transmission in any form permitted without wrillen permission of NFPA. For inquires or to report unauthorized use, contacllicensing@ntpa.org.. 13-126 INSTALLATION OF SPRINKLER SYSTEMS i11.3.3.2 For water curtains employing automatic sprinklers, the number of sprinklers calculated in this water curtain shall be the number in the length corresponding tothe length par- .1 a11e1 to the branch lines in the area determined.by'23.4.4.1.1. 11.3.3.3 If .a single fire can be expected to operate sprinklers within the water curtain and within the design area of a hydraüli- cally calculated system, the water supply to the water curtain shall be added to the water demand of the hydraulic calculations and shall be balanced to the calculated area demand. 11.3.3.4 Hydraulic design calculations shall indude a design area selected to,include ceiling sprinklers adjacent toth wa-. ter curtain. 111.3.4 Sprinklers Under Roof or Ceiling in Combustible Con- cealed Spaces of Wood Joist or Wood Truss Con'strtktiàn with Members 3 ft (914 mm) or Lesson Center and Slope Having "Pitch of4in12orGreater. ,• , *.11.3.4.1 Where sprinklerspacing does not exceed 8 ft (2.5 m) ,measured perpendicular to the slope, the minimum sprinkler ..,discharge pressure shall be 7 psi (0.5 bar). .11.3.4.2 Where sprinkler spacing exceeds 8 ft (2.5 m) mea- sured perpendicular to the slope, the minimum sprinkler dis- charge pressure shall be 20 psi (1.4 bar). 11.3.4.3 Hose stream allowance and water supply duration requirements shall be in accordance with those for light haz- ard occupancies in Table 11.2.3.1.2. Chapter 12 General IRequirements 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 Chapler 13) and as modified by specific sections in Chapter 14 through Chapter 20. - -. 12.1.1 'Roof Vents and Draft Curtains. See Section CA 12.1.1.1*. Manually operated roof 'vents or automatic roof ,vents with operating elements that have a higher temp,erture - classification than the automatic sprinklers shall jiè 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 ventsuse a high-temperature ratd,stañdard- response operating mechanism., 12.1.1.3* Draft curtains shall not be 'used within"ESFRsprin- kler systems. 12.1.1.3.1 Draft curtains separating ESFR sprinklers at system breaks or from control mode sprinklers or bétweéii hazards ,shall be permitted. (See 8.4.6.4.) . 12 1 2 (. ilini Slopt flU, "pi-IT1111 I III r- III TI lilT I I rpl I rI I ( h 11)1 I 1 1 hr IIl II in r ii )IlIIiiIl ii1i riiiri IIJi III ((I1IIlIIII12 Il II J null III ruin ii hr J sp( I Iin r ii U ill il I ( IT 11)11 I I iii 11r Ii I 2.1.3* Building and Storage Height 12.1.3.1 The maximum building height shall be measured to the underside of the roof deck or ceiling. 12.1.3.2 ESFR sprinklers shall be used only in bOildings equal tôor less than, the height of the building for which theyhave 'been listed. 12.1.3.3 The sprinkler system design shall be based on the stor- age height and clearance to ceiling that routinely or periodically 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'Cei1ing. 12.1.3.4.1* The clearance to ceiling shall be measured mac- cordance with 12.L'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. (76 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 càrrugated metal deck roofs deeper than 3 in. (76 mm), theclearance to ceiling shall be measured to the highest poin ton 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 flat 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. (152 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. 121.3.4.3 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.I'm). 12.1.3.4.4 Where .the -clearance to ceiling exceeds 20 ft (6.1 m) for Section J6.2, prOtection shall be based upon the storage height that would' ret.ilt: in a clearance, to ceiling of ft 20 (6.1 m) orprovidingon m e 'level of supplemental, quick- response in-rack sprinklersiocated 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 (3.1 m) for Section 16.3 or Section 17.2, protection shallbe based upon the storage height that-would result in a clearance to ceiling of 10 ft (3.1 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. 12.1.3.4:6 Where the clearance exceeds 10 ft 6.1 m) for Sec- tion 17.3, protection shall be based upon providing one level 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 inrack sprinkler option, the ceiling density shall be bed upon the given stor- age height with an assumed acceptable clearance to ceiling. I I I I I I I I I I I I I I I I 2013 Edition I ' '. •'.,:' ' . ATTACHMENT #9 ALARM/MONITORING -FIRE PROTECTIONPROTECTION SYSTEMS - • - -.. - - 903.3.8 Floor control valves Floor control valvest and a i rd filL .r t \ ft P \ i 2 n I r r ii I! I ill ilfi ii waterflow detection assemblies shall be installed t each floor where any of the following occur 903.4.2 I ft U U ()rft P ft inns sir (i/r/,rvi /1(111 iIr rr I Buildings where the floor level of the highest.stoy is loCL11C,1 oil P1/ C\[CII0I 01 ti-ft hulllim, in In i 111 /1 2 P7/ located more than 30 feet above the lowest l ion,111,111 out 1i.1 t i hi In tolli n i jim milk r ft iii fire department vehicle access ,.2'/i 'l 'pri iii]i IL it I flmry 1 ri-rn do 11 h iii (1/ iLtul /1/ I Ii. lu U/h I 11 Il/I /IL ((ji/il fit li/ ti Ii c. urujL th spiull(I/L 01 th 2 Buildings that arefour or more stories1inheight j ik't 0)1111/k 51/k fl iolkd in 111i \/tlil \\ I1kIi tilL 3 Buildings that are two or more stories1 belovi the ii IF 11 I ft/i-i 1 hi Lt il/li I hi hiS/i if 11 i/hi lidift k1llifiki I highest level offire department vehtcleaccesi 1 kfllli h r] in iii ft thk hui liii filL I] i-Ill I\ Ufli Vi.%ibic • I . I -- Exception: Group R-3 and R-3.I occupancies-floor i/oiii null/TI ui/ui? i/p/// 1/1) o n/u i/I nof bc ro I1nIr(r1 5 p1 . .'-/ - control valves, and waterfiow detection-assemb1i -n - - p//IT Jim - 1 '/() - shall not be required. - . .': h'' '-:., 903.4.3 I' loor (001 ml - aRes. .\pprk\ ci hjlkn. sod tridi- caiiri ('untIl/I I foul Ho irk-U /17 Lho'Iftuhrt nit .11501 prri\ Lilfi - r - 9O34 Sprinkler s1ern supi isitnand alarnis. • ' - - -W i0lil7io]hIi iho k diol suppi\ ill .iUii)iil/tii/ spnulkl/i ys7 ru ., nC/rh//fl in In/i Ilk/il iii Li/h tiiruu in hich usc P iuidmiuL's iini - - - - - • - - I fl/ifli - tdnl n. Ik,itLl 1(1 ci md lcluperoluick. 07 iiic.ui In prr (rrutrp 1-2 ru n 7/pi/l/i IC //fl i//i' on npniI t7iiurn In/n 00 P I UIc .itiui 11,1101 11)51 /5/ ilhc Oil .1 1 siriiikimir 5', C7ift hill ii7r Porn P iuhn'i i thc 1 'tvc.ni It IT/Of Iiri le, jnriuri r7 - - - P1' LI/i ihft,lliV ihpornh -u'(l f/I lisicni 171/ ,l(irmii (Slut/ri ti Iirt / lIft P ui i n c - - - -- - 903.5 Testing and maintenance. Sprinkler systems shall-be IY(t/J)ti0I1k. tested and maintained in accordance with-Section 901. --. I ' I \uiumn.r1i 4)7 ink Ict I s/i. iris innic/ililii i/mb iid - 903.6 Where required in -existing buildings- and struc- I', tures. An automatic sprinkler system shall be provided in iniilciI dic.i 51,icfli -Oil ill/i tosci thou 21) spi iii existing buildings and structures where required in Chapter i ,AUtulul. ti sjii inkicr I n .1/c//Id, fl/i/i -- - . - IL 1131 N1 jftl, 111. 1Owie it C/lilbflbi)ih srnppiv SECTION 904 - • . • ri cd tin ftippl', hudi iifiilic-ift 11,/i/il itmid lific ,111(0_ALTERNATIVE nuain/ pi s nil icr ouicm. orid o -cp.ir.iic ,iiiiirrtl k,il'/iL AUTOMATIC FIRE-EXTINGUISHING - -- -, SYSTEMS I - t iiic ,lUui) uuoift J)/ inkior \ sIL 77) F,run p10/i/i/id - -for - • - - - •: - 904.1 General. - Automatic fire-extinguishing systetns, other - 4 P hli[i Lu/liOn'] S Us o liii Ic \/i.11u/ii Or than automatic sprinkler systeths, shall be designed, installed, - - tuiho ipon P5 huh. inspected, tested and maintained in accordance with the pro- - --' - -1 1' ( //litro/I 'i/ill". iii cojlnncl il I-, iichrri flood'.. flood'..L pillit - visions of this section jand the applicable referenced stan- spr IC hiur/t175 or drjr ionks fta ilc so.ilcnl i/i iou Pod in dards. thc i/p/n 1/ rim i/il - " [California Code of Regulations, Title 19, Division 1, (i. \uiscs LiiilIiillili' iiic iii 'i Lmppi\ to tic -i-i I §904('a)('2)]Required.Inspection, Testing, and Maintenance -- . '- - - IfiihiiOk Piot il/i i/il of luck/id ill Ill/i )Cfi p/i/i - Frequencies.., - -- - - - - -: -- 7. N il'./ to J/i 1k/i/S '-1 ilk 1/- [if (III 1/ n/Il/ru Engineered and pre-engineered fixed--extinguishing - systems shall be inspected tested and maintained at least - - - - -: - nd (101/u//c prrrihlr r '-hill, hut Ore cc/il/iLl m If- semi-annually;-and immediately after a- system •activation. - - . - Inn Pc/i In 111c L/p0fl jliikutil)lu - [California. Code of Regulations, Title 19, Division -1, - I 903.4.1 Monitoring. \Iiriui p 'l\h,u'l'u uimrl imuilillic 'h §904(c)] --Required .Inspetion, Testing, and Maintenance - - - -- - l so dh.Liitctll IIhtto1Ciht ,utid shill 1w_umklli,iflk-d1I\ 1 Frequencies.. - il,ill'llilttLii i/h- In 01)1/105 cnl ihp/ II lImO tit]i)IF OF, k/li/flu (c) Enginee,ued and pre-engineered fixed extinguishing ,lppli /1/ut I'', tile 1110 /0 010 tnt! Oh ti - 111,111 -i) il/il ,111 0/fill Plc - ' l"li ii .I1II c/nil t,uiuiis ,iil/iui/ILLI hi/,nt il/hi systems regardless of installation date shall be inspected tested and maintained within the time periods specified. in i- xcrpti'iis: California Code of Regulations, Title 19, Division I, Sec- - - - tion 904(a)(2) above. - - - I pius I I iunlor '1,1/hiLl I ", III huh salvos in InSdijW.i\ iln/Scs uoicd Ps il-ic ilbLhblhu mj'flmis or puhiic Im/ilit', .1/c - - -- - - [California Codeof Regulations, Title 1., Division 1, - - - - -. U- not I mil cujici ii Pc illuhm/i'nd - §904.7(a)- through (c)] Inspection, Testing, and Maihte- - - - - nance Requirements for Engineered and Pre-engineered 2'. 3d/k iliiv. plc'. /1111011 ilovhiL c-i v,ihs L 1,/C111on] if) Fixed Extinguishing Systems. - limuuhikd or,- / 15111 Icr -,', ,ti_ihii /mjifilv ph[)hii'' I ' ho 11)/I od nfl tb 'p .11 ii mum In; fiLL [rim/cu/i Inspection; Testing; and Maintenance shall. be performed in I0i]iiml/ d hi ho CII I ijijl/iLi \ itli J Inc .il lIlt 1'Stc7ib accordance with. . - - - - - - accordance I - - -- - - -- - - - llio h/ /kl/uno. Inbc\chutcu s.mb', sh,nll ic cILcil I (a) California- Code Of Regulations, Title 19, Division 1, c,il i lip/il siscni }S - r t.Ihulp - Is- iL/I iii 1_ill/LI mm Section 904(a)(2), '- - - - - - '144 - ' - - - -----.-' - - - - - - - - • 2013 CALIFORNIA FIRECODE - in ATTACHMENT #10 BUILDING ACCESS ROADS AND DOORS HIGH-PILED COMB USTI BLE 'STORAGE TABLE 3206.2 - GENERAL FIRE-PROTECTION AND LIFE SAFETY REQUIREMENTS ALL STORAGE AREAS SOLID-PILED STORAGE, SHELF - - SIZE OF HIGH-PILED , . ,. b : - (See Sections 3206, 3207 and 3208) ' - _______ STORAGE AND PALLETIZED STORAGE (see Section 3207.3) COMMODITY 'CLASS' ' STORAGE AREA' (square feet) - Automatic fire- .. - Fire . - - Smoke and ' Draft _______ . Maximum Maximum ' - (see Sections 3206.2 ' extinguishing detection -' access , heat curtains pile permissible Maximum • and 3206.4) system (see Section . system - (see Section - ce Section removal (see Section (see Section dimension' 32067(feet )height4 storage pile volume (cubic feet) 3206.4) 3206.5) 3206 3206.7) - - (feet) - 0-500 - Not Not N t Not Not ' Not Not, Not Required Required Req red Required Required Required Required Required - 501-2,500 - ' Not 'Required Yes - N Req t red Not Required Not Required 100 40 100,000 -2,501-12,000 - . - Yes ' Not. - . ' Nit - - Not . . Not : . - 100 ' -' 40 - 400,000 Public accessible Required Req red Required Required Not 2,501-12,000 Not Not - Nonpublic accessible tion l'l Yes .N?. , Required ' - Required' - , Required Required 100 40 - 400,000.' '(0 . 'I-tv - 2,501-12,000 Not - -- Nonpublic accessible - , Required .'Yes' - ' - - Y - s Ye& Yes 100 30'.' ' 200,000 - (Option 2) - . - 12,001-20,000 - Yes - '- YesNot, Required Ye& t'Ot Required 100 - ' 40 . - 400,000 20,001-500,000 Yes -- Not Required Yes Ye& Not Required '100 40 ' - 400,00 - Greater than 500,000 Yes . Not :Required Y s Ye& Not Required 100 40 400,000 0 500 Not Not N t Not Not 50 Not Not - - 'Required' Required Reqi red' Required Required -. - Required Required - - - - . 501-2,500 . . * Public accessible . Yes Not - - . Required ' N - Req t - ed Not . . Required Nat . ..Required 50 - - 30 -- - - - - 75,000 - -:- -- I 2); - - - - - - - - -' . - -- IlL i iI Yes Not 1 - RLq:llid - Not Required Not Required 50 30 75000 Regulie HiIi - - )jjilil I) ' - - - ' . - 501-2,500 Nonpublic accessible Not ,, Yes'' Yes ' Yes ' Yes - - 50 S 20 - 50,000 -- - --', -' , . - (Option 2) Required - - 2501-300,000 ' Yes . "%' ' Reuired Yes' - Ye '' Not , ' 5O 30 ....- - S S , .Required, ' S - , 300 001 500 Qg h - Yes ' / Not Required Yes • Ye& Not Required 50 30 • 75 000 - TI .,. For SI I foot = 304,1 mm I cubic fo /cated, 2 n,/'I square foot = 0.0929 m2 I a When automatic sprinklers are req a4'ns other than those in Chapter 32 the portion of the spnnkler system protecting the high-piled storage area .shall be designed and installed in aith Sections 3207 and 3208. For aisles, see Section 3206:9. ' Piles shall be separated by aisles co ith Section 3206.9. I d. For storage in excess of the height pecial fire protectirinshall be provided in accordance with Note g,when requiredby the-fire code official. See 'also Chapters 51 and.57 for special for aerosols and flammable and combustible liquids, respectively. S en t. For storage exceeding 30 feet in height, Option I shall be used: I g; 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 'flre code official. h High piled storage areas shall not exceed 500 000 square feet A 2-hour fire wall constructed in accordance with Section 706 the California Building Code shall be used to divide high-piled storage exceeding 500,000 square feet in area. ' I i Not required when an automatic fire extinguishing system is designed and installed to protect the high piled storage area in accordance with Sections 3207 and 3208. j. Not required 'when storage areas with an exit access travel distance of 250 feet (76 200mm) or less'are protected by early suppression-fast-response (ESFR) sprinkler systems installed in accordance with Section 903.3.1.1. I / 338 ' 2O13CALIFORNIA FIRE CODE I I I I I FIRE SERVICE FEATURES .FmE COMMAND CENTER.. ":' hard -su,faced ;condition is not necessary in the interest • 'FIREDEPARTMENT MASTERKEY. ' FIRE ,LANE.2 KEY BOX.. ... •;0.h TRAFFIC CALMING DEVICES O Public safety and welfare. 1 I)nit n'ii, ii F r ipp r tfli I hare art ituiIi II irtcd rr 7th '1 riot le thou I et tit)90 mliii ceiurirr of rho ildrrr or e tot ipprorod aceulite in ird mr rr iii rorti ii r(t ti And it) un 1 I o ut al ri ted vertic eirance ml not icr than 3 I ct e tnrher i7lItiimu ) SECTION 503 • FIRE APPARATUS ACCESS ROADS 3.22 \ulhuiril. I he ire oak off m,il rli,ml! nir the I , 503.1 W here required. I in apf ,ir,tttir ,irem-sr road lIi 1;c irrided and ni,iiut tinod in 'icconLillLc,ls oh her tiouir I)).) I I uthouitt lii lcqtJuti ill iimeicirc ill tIme niuiiiutuiit mincer is id nrlec t Ill " 11 in, rlerfuatc for I tic 01 IC *Ur Oicl,i - SI. .5 tiiiotjh t()3 I 3,. 503.1.1 Buildinus and facilities. ppiorcd fire .ifpiuitur .\ - . . ,ireear to Irir rh,!l he piovo]cd for n\elv fari]ctr, hniidmn . of pmnoin of a h ijidmuc: heremltct constrictcd or inorcd .wcather into the Ji or withinwithin iiiadirtion. The fire appri.itn dCrC . 5113.2.3 Surlace. 'ire .ippai5itr]r acr' e roila ahill he dcrieticd ,nid nil, intaincd to stppont time inipo od lo.lkln,of fit,' Ipparatna mud h,iii lie rtirl,mecml ro mr to pros ide all- diivi ii eapahihtie'. I road h ill rOflipl\ with the rerrilrcnlncmtr of uhi' rentioti , ' 03.2.4 l'urrcing radius. I he rcqiiiced. Itnuitrin radni.a f ,i I ......S I S . - I and rh,il! eaten! to rsilhin tall ccl 47 7120 111111) oil Lill 0l [lot I s II the la lit' and all portion id the orbit n will of thi' brat tori of the huriline Jr iimearured h\ ill appnicd - . route iii ounrl lie c' cli l r m die hu ildi ne or I in iii t Exceplion: Ph ' fire ode 01 10,11 a authorized t L inn ieaae tlmn dmtiien'miiil ii I 'hf) feet 3m 7 0 rum here I Ph' hiniIrlin I entciiped thlnehout .iith all miumpnovm'r! ,mutIuatic prinkier at afoul inaLiiied lii . S ,ierord,inre is itli huetiri 01) . II. or a a 1 or 1 .i- i.a S lure tippal Lill ir icrea road im,ill hc deteriniiiril Ta the fire ' , ride oil irimi S , ' J)ead ends. I)e II cud fire i11al,itlir Onc ' io ila tit C\0e, of 150 feet 77 _)) mum) in leneth aLU he 1`117" pro r tel is thin ippror oil area II tilnilil b nil nIna . 503,2.() Bridges and eIe riled here a hi 1 dae S a kr in dci lcd url e ii pitt ol t ito app.ir.it I ,me crr . . the hitdee rh h' noiitiucled mmd umuiltjmr'I in mirerd rico with \ \SH l() lIP 17 Itiidie no! r'lciatcd ' . . ' 2 lirc appilatla ,mcrear roala n r,llmliot lie crm,talleil un, na ciii!! he dn'ai'tncnl kr a lire load ,iilficieimt to riOt' 'I .rvdieirs he,iure of oeatioim 011 piper It. tipipraphi. it a. itoiniieeotiihlo n dea or otTer riniilai eumdltiiir. and iii applied ,ilterimaticc niearma of fire pr tcrtion 1a pro \ ided Ole inipl)recl lolllk if rio all iratiia \'clmile ia] t hail he poited ml both trifriuiens to hruder rsheu iniiircd hr the Inc rode official. ft here clot atm] rtinf,iea leriCucd for cruci ecu.' tehir Ic ti e ate md miceilt to rtirf, La i I eli I I 7. there ,ir not ninle Oman tsvi (ilium it 7 I (Huf urnnpiurie . arc nt dc'iiuirnl for audi we. .ipprrel hairier, applied I rich ii hltim alt,ill he inatalled amid ni,irmt irned rr!icu I .. h,ncnl - 5, 03. 1.2 Additional ' I h I ire rode If trial Ia ,iu'ho 1 izcd Ill ieq nrc more than or iii time potential fir imp murirment Of •m cm Ic road h ehinlc rmirmeertimmn ronmdttilum of telrailm, rlitn.iiie cod S ' ieunred hr the fire code if fir ial .• S ' 503.2.7 (,rade. I ic made of tlic lice , ptiiiitnr m cea roil "hall Ic iritfitn 11)( it 11111\)e til lirhcd hr the lire ionic ofT rid hareml iii the fire dcpauiicucntc app irat l.a ' tmonr or mithcr factor' limit eonlm] trim - 503.1.3 high-piled storage. I inc dcpirtnmenr rehir e aerea' ii hnllhinpr it ed lii Imich tilled e 'irihn'tihio rIot ape allah eonmpi ii 11 [1 the apptii able ptiur iriolia ii ( h:ipter 503.2.8 Angles of approach and departure. I It,: of approach .icid lep.irtnun lot lire ippaiatiir arec 11,11 - alt, II lie is thin tlmc liritit e t ihlurhed hr time fire rile ifli ri I lm,macnl ii tTc fire departin- imt a ippoi.ittir S , I S S - 51(3.2 Specilicalions. lire ..tppin it I icre rio! ahaii he' in,ta !rd,jnd arcaripnl in ,mcrrdaure ruth bnetrunr 7)1.2 I hlou1J mOm -- 503.3 \lrii'kircg. \\hiere rcttireml ht time lire nile ufticial. S appeil miii u i other applir ed notiee 01 nan kirmr hit . inn lu' thn ssmrda \5() I'AItKIk( I'IitI' I..\\I alma!! I I prom JdCd hA tim ipp r tIn it. io dr to inlniitctr tin Ito md S. ' I [California Code of Regulations, Title 19, Dni%ion I ,3'05('a)]Fire DepartinentAccess and Egress.('ROads) 'k,,,.,, iii Ii] it t in hit run tIm in ill. nm if I hr 111c, in hr in lit Ii file immnea ale dc mJlm,itel! ahmcii he ttlamimt,nnel un ,m le,iit -md in ohio .'. • (a) Roads Required access roads from every building -to `h rrrmrljrl it it ml1 tillir'. mud he in pl mcrd in rrpmirrd is hell in(-. public street shall be all weather hard surfaced (suitable Ii If Is k iii mci it i iamb ut I for use by fire apparatus) right of way not less than 20 feet in width Sucight of way shall be unob h r structed an.,if maintained only as access to the public street Exception The enforcing agency may waive or"modifv ' . - . this requirement if in his opinion such ()f)slruu,IuuiI iii fire appratus access 11) dr F inn itur a r nra u ni liiil lilt hi. oh lluctcll in 'n iv mm itmdI niL he p rI iii_ of in hi Ic I hr Iimhnirinurim s o!tiia not cit ii iiinn. n t ihli lirrl iii bnr Lii ii aIIm 2.1 aIm ill In tm ittit iitmnrl it iii tinmna. at 88 JANUARY 1 2014 ERRATA 2013 CALIFORNIA FIRE CODE Ii BUFF I FIRE SERVICE FEATURES • _j U 503,3.1. Irnftc calming dc\ice. 1 iati o 1111dm dviCc ii,ili oper tom 'Ii ill h ciconod coniiuctcd and inCta1Iod 1 ' '11,111 Pt: pit liihiioti uiiJc approcJ by tho inc codcMil- ia1 . itt ct mph \ilh t1w ic ilirrinoills ci '\TM 1 dIII) . _•±..____._._ .--- 503.5 Rciitiii ed ga1e' or harricade'. I [ic, tim coiio tift j,11 I' SECTION 504 aulliol iotl io ohmic tho iit,ilLiLiccii old fli,llliftll,ciftL id ACCESS TO BUILDING OPENINGS AND ROOFS C'ik' C 011101 .1ppiccd !iaroadca a it firo app.iralii . I Jo. r'o. in cd'. trail a r cci.hcr at. oco.v art., 1)(11 ncludin' public 504.1 Required access. Exterior doors and openings required troctr allcyt. cci limliv at. Hccrrio mtic (ttcrt.ticl \t. h ic by this code othe California Building Code shalibe main- prot. dod. t.h,cll ht. duoc] in ,cct.oi!,iiiro o ih LI (dalot. Stained readily accessible for-emergency access by thefire, .. iiiici1(iCI! for ,IUIc)I1iJ! t c.tf)O1,ltloll t.h.il{ hc do icro.'J. onn- . department. An approved access walkway leading from fire I f. t.ini icd ,til in,ialcd to ociopt. \t.1111 tic rcquiioinciil, if apparatus aces road'to exterior openings shall be provided' I d2U1) when required by the fire code official. .503.5.1 Secured gales and barricades. \\hcn t.cuiiod, 504.2 Maintenanceof exterior doors avid openings. Exte- I. pltc.s ,in! ban iodc 'hill 'c c.iircd in au ajcpicrcci man nor doors and their function shall not be.eliminated without icr I<ccad [1,11!' and otlicr t..c .i\ [hat hat.c boon prior approval.Exterior doors that have been rendered non- !tc',ccl ,tnd in tic lilaululor pro on Pod Nt. oclwn functional and that retain, a functional door exterior appear-.' .. t.luall not Pt.' oil or llmd iuiilca aur}iorizod ance shall havea sign affixed to the exterior side of the door I to, ulic cwuicr ,iuicl tic lirc cc do oHic a] , . with the words,THIS DOOR BLOCKED. Th sign shall con- - con- sist of letters having a stroke of not less than 3/4 inch principal lception: 1 ht. imiris tic fl on liSt.' lill not .ipp1t. Ill ci limo ,lctlnc v ilun rho t.o.c . (19.1 mm) wide and.at least 6 inches (152 mm) high on a .I. L..-.. -. .AA_ . _ ... ........... , 503.5.2 Fences and Gates. School grounds may be fenced contrasting background: Required* fire department access ' doors and therein may be equipped with locks, provided .gates shall no. be obstructed-or eliminated; Exit and exit - that safe dispersal areai based on 3 square feet (0.28 M2).high-piled access doors shall comply, with Chapter 10. Access doors for conThustible storage shall comply. with Sectioji .,. per occupant are located between the school and the 3206.6.1. - •' . . .-,. •' I - fence. Such required safe dispersal areas shall not be - located less than 50 feet (15 240 mm) from school build- 504.3 Stairway access to roof. New buildings four' or more ings. . • stories above grade plane, except those with a roof slope . . - Every public and private school shall conform with Sec greater than four units vertical in 12 units horizontal (33.3- tion 32020 of the Education code which states: percent slope) shall be provided with a stairway to the roof. . . . Stairway aces to the roof shall be in accordance. with Sec- The governing board of every public school • .tion. 1009.13. Such stairway shall be marked at street and district, and the governing authority of every pri ., floor levels with a sign indicating that the stairway'continues. - ' , • vate school, which maintains any building used '_. . to the roof. Where roofs are used for roof gardens or for other for the instruction or housing of school pupils on purposes, stairways shall be provided as required for such " land entirely enclosed (except for building walls). •' : occupancy clasification. by .fences of walls, shall, through, cooperation • ' . with the local law enforcement and fire-prote.c 5044 Roof access. No person shall .install or maintain .any . . ' . , security bárriesih as barbed wire fencing, razor wiiefenc- tion agencies having jurisdiction of the area ing chain link fencing or any other fencing material cable b.make. provision for the erection of gate. . . ., aerial, antenna; or other obstruction on the roof of any com- I fences or walls The gates shall be of sufficient size to the entrance of the ambulances permit mercial establishment in such a manner as to obstruct or ren • der egress or access hazardous in the event of fire or other . police equipment and fire-fighting apparatus .. used by the law enforcement and fire protection . emergency. I agencies. There shall be no less than 'one: such zi , Exception: Guy wire, rods and aerial antenna masts may . attached a roof structure a slope of than. :gate be access and there shall as many suchgates' • be,. to having less as needed to assure access to all major b.hildings - . " 30 degrees provided.'there is full. clearance of 7 feet or , -, and ground areas. If such gatesa,e,to.sb ,' ,nore.beiween the roof and-said obstruction.' Guy wire or A equipped with locks the locking devices shall b rods required to support aerial or antenna masts may be . designed to permit ready entrance by ithe use. of. . I : attached to. 'a roof structure. a lateral distance from the the chain or bolt cutting devices with which the mast not in excess of one sixth the height of the mast "local law enforcement and fire-protection agen-' I . cies may be equipped. . . . . . • . .c . liheen noes ' SECTION 505 .. t.ip h\ PREMISES IDENTIFICATION " shut.'! \\iic'u' oc.urit",' LOUt'S ate int.ra!lcii tltt v shall liavc au , 505.1 Address,; identification. New and existing buildings .I. ' • ippr'\ cI nir'.tii ci c'iiic'u "Oil V I cper.iticsii I !it 'ct. Iii it. :,ilor shall have approved address 'numbers,' building numbers' or tnt! Ito l'[ilc'u'cui '. c)por ton ',h:ill P.' imi,iiiil,iiuiocl opcuailccn 1 approved building identification'. placed .in a position that is .11 all I inc.. I locti it. palo oporitius s\11( no pucs nh! liii h., plainly legible and visible from the street & road fronting the' , I .'' Ii cd iii ct.c ci 'iansc di (ato n0spds51 lcd l ic . property. These 'numbers sha11 contrast •'ith 'their back- - — ----.- .0 ' • . di 2013 CALIFORNIA FIRE CODE 89 ..Id ,' I • I ' . • !, ..' • ' . ' ' . • 0 -' . I I .. i I - ATTAcHMENT#11 - SMOKE AND HEAT VENTS I. i I I. I I I . I I II I.,. I : I.. Ii ALL STORAGE AREAS SOLID-PILED STORAGE, SHELF SIZE OF HIGH-PILED (See Sections 3206, 3207 and 3208) b STORAGE AND PALLETIZED STORAGE (see Section 3207.3) COMMODITY CLASS STORAGE AREA S (square feet) Automatic tire- . Fire . detection . . Building Smoke and Draft - - 'Maximum Maximum 3206.2 extinguishing access permissibleSections heat curtains pile permissible Maximum and 3206.4) system (see Section system (seeSection seeSection removal [(5ecSectinn 'seeSection dimensionC storage heightd. pile volume (cubic feet) 3206.4) '3206.5) 32066 . 3;5 7) 32067 - f (feet) '(feet) 0-500 Not Not Not Not - Not Not Not ' Not Required' - - Required Required' ReqL ired Required Required Required Required - 501-2,500 - Not : • Yes'. Not Not - Not 100 - 40 100,000 ' 'Required Required - Reqt ired Required 2,501-12,000 'Public Yes Not -- -." a Not Not . Not - . 100 40 400,000 accessible . Required Required Reqt ired Required - 2,501-12,000 Not.. Not N t Not Nonpublic accessible - Yes :- . Requi red Required Reqt ired - Required 100 40 . 400,000 (Option 1'. I-Iv - 2,501-12,000 Not Nonpublic accessible Required . Yes Yes Y so Yesi 100 30' 200,000 -: (Option 2) • - 12,001-20,000 . C " Yes - Not Required Yes Y Not Required" 100 40 - 400,000 20,001-500,000 Yes Not Required Yes Y s Not Not 100 40 400,000 - Greater than Yes Not -Yes Y & N5.t ' 100 40 '. 400,000 500,000 Required Required 0-500 Not Not Not - Not Not - 50 Not . Not RequiredC Required . Required Req ired Required Required Required a - 501-2,500 -Public accessible ' Yes - Not . equired Required Not C Required No t Re4 ftd Not . Required 50 30 ' ' 75,000 501 00 01 - vci)I Y c3 . Not Not ,t , Not 50 '30 75,000 Required Required lOch 1,1 Reeuird Required 501-2,500 Not . Nonpublic accessible - . Required - Yes . Yes Yes' ' ' Yes' 50 20 50,000 (Option 2) . . 2 501 300 000 Yes Not1 Required Yes ' Yes' . . ,. Not Required 50 30 75,000 — '300,001-500,0009,' Yes Not Required Yes Yes' S. . ' Not Required • 50 30 - 75 000 I C 11. S HIGH-PILED COMBUSTIBLE STORAGE .5 I ' TABLE 3206.2 - . GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS I For SI: I foot = 304.8 mm, I cubic foot = 0.02832 m3 , I square foot = 0.0929 m2. When automitic 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. c.-Piles shall be separated by aisles complying with Section 3206.9. . . I d. For strage in excess of the height indicated, special fire prótectionshall be provided in accordance with Note g when required by the fire code official. See -' also Chapters 51 and 57 for special limitations for aerosols and flammable and combustible liquids, respectively. e. Section 503 shall apply for fire apparatus access. f.For storage exceeding 30 feet in height, Option I shall be used. . .• - I - .g.Special fire protection provisions including, but not limited to,-fire protection of exposed steel columns; increased sprinkler detisit?; additional in-rack 5sprinklers, without associated reductions in ceiling sprinkler, density; or additional fire department hose connectiohs shall be provided when required by the ,fire code official. h.' High-piled storage areas shall not exceed 500,000 squae feet. A 2-hour fire wall constructed in accordarce with Section 706 the.Cal,for,iia Building Code I 'shall be used to divide high-piled storage exceeding 500,000 square feet in area. i, it- Not required when an automatic fire-extinguishing system-is designed and installed to protect the high-piled storage area in accordance with Sections 3207 - -and 3208. j. i Not required when storage areas with an exit access travel distanceof 250 feet (76 200 inn,) or less are protected by early suppression fast-response (ESFR) 'sprinkler systems installed in accordance with Section 903.3.1.1. I 338 2013 CALIFORNIA FIRE CODE I i I.• I I, I I I I I I FIRE PROTECTION SYSTEMS i An approved operations manual describing the-com- plete operations of the smoke control system and function- ing of the fire-fighters smoke control panel shall be maintained at the fire command center. 909.19 System acceptance. Buildings, or portio,ther'eóf, required by this code to comply with this section shall not be issued a certificate of occupancy until such time that the fire code official determines .that the provisions of" this sction have been'fully complied with and that the fIre"dpârtnent. has received satisfactory instruction on the operãtioñ''both automatic and manual, of the system and a writte'ii"ñainte- nance program complying with the requirements of Section 909.20.1 has been submitted and approved by the fire code r.ffI'ri2l .1 . '••"'.'. ,, 2.2. The building is a state-owned or state-occupied Exception: In buildings of phased construction, a tempo'- building, rary certificate of occupancy, as approved by the fire code .. ; . . . i . 2.3. The building s any of the applications listed in official, 'shall be allowed, provided that those portions of the building to be occupied meet the requirementsof this Section 1.11 regulated by the Office of the State section and that the remainder does not pose a' significant Fire Marshal, or - hazard to the safety of the .proposed occupants 'or adjacent 2.4. The area of a Group F-i or S-i occupancy pro- buildings. . . , ,' ':'"'' .tected,with the early suppression fast-response 909.20 Maintenance. Smoke control systems shall'be main (ESFR) sprinklers has an exit access travel dis- tamed to ensure to a reasonable, degree that the system is tance of more than 250 feet (76200mm). capable' of controlling smoke for the duration re?uire'd The 910.2 Where required. Smoke and heat vents or mechancal system shall be maintained in accordance with the mnufac- smoke exhaust systems shall be installed in the roofs of build-, turer's instructions and Sections 909.20.1 through 909.20.5. ings or portions thereof occupied 'for the uses set forth in Sec- 909.20.1 Schedule. .A routine maintenance and opera- tions 910.2.1 and 910.2.2. .tional testing program shall be initiated immediately after Exception: In occupied portions of a .building where the the smoke control system has passed the acceptance tests. upper surface of the story is not a roof assembly, mechani- A written schedule for routine maintenance and' opera- cal smoke exhaust in accordance with Section 910.4, shall tional testing shall be established, be an acceptable alternative. .. 909 20 2 Written record A written record of smoke ton-1910.2.1 I oi I 1t,,IrI,n,,', ndnjin,n of trol system testing and maintenance shall be maintained on u d o ( roui' 1 o 1 ) I ''F' '''' h i in , nor, ft ii the preises The written record shall include the'iate of m f Hb1 )JnoI iIiI(ll\i, ii the maintenance, identification of the servicing personnel Exception: Group F-i 'aircraft manufacturing build- and notification of any unsatisfactory condition and the ings and Group 5-1 aircraft repair hangars. corrective action taken including parts replaced.,910.2.2 High piled combustible storage Buildings and 909 20 3 Testing Operational testing of the s mioikel control portions thereof containing high piled combustible stock system shall include all equipment such as initiating or rack storage in any occupancy group when required by devices fans dampers controls doors and windows Section 3206.7. i 909 20 4 Dedicated smoke control systems "Dedicated 9103 Design and installation The design and installation of ' smoke control systems shall be. operated for each'control smoke and heat vents and draft curtains shall be as specified sequence semiannually. The system shall also be tested . in Sections 910.3.1 through 910.3.5.2 and Table -910.3. 'under standby power conditions. 910.3.1. Design. .Smoke and heat vents shall be listed and . 909.20.5 Nondedicated smoke control s'steihs.'Non- labeled to indicate compliance with FM 4430, ICC-ESAC dedicated smoke control '-systems shall be operated for 331, or UL 793. each control sequence annually. The system shall also be 910.3.2 Vent operation Smoke and heat vents shall be tested under standby power conditions. capable of 'being operated by' approved automatic 'and manual means. Automatic opeation of smoke and heat SECTION 910 ' I ,,. " vents shall conform to the provisions of Sections 910.3.2.1 SMOKE AND HEAT REMOVAL ' through 910.3.2.3. 910 1 General Where required by this code or otherwise 910.3.2.1 Gravity operated drop out vents Auto - installed, smoke and heat vents or mechanical- smOke exhaust matic smoke and heat vents containing heat-sensitive, 182 - uk • i k a ii 1 ik a 1 1 .1 .1 I S systems and draft curtains shall conform to the requirements of this section. Exceptions: 1. Frozen .fodd warehouses used solely for storage of Class I and. II commodities where protected by an approved automatic sprinkler system. .2. Automatic '1smoke and heat vents . or mechanical smoke exhaust systems are not required within areas of buildings equipped with early suppression fast- response (ESFR) sprinklers unless any of the follow- ing conditions exist: 2.1. The building is a state institution, ATTACHMENT #12 DRAFT CURTAINS I HIGH-PILED COMBUSTIBLE STORAGE TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS ,ALL STORAGE AREAS SOLID-PILED STORAGE, SHELF STORAGE AND STORAGE PALLETIZED SIZE OF HIGH-PILED b (See Sections 3206, 3207 and 3208) (see Section 3207.3) COMMODITY CLASS STORAGE AREAS (square feet) Automatic fire- Fire Building Smoke and Dratt Maximum Maximum (See Sections 3206 2 extinguishing detection access heat ct- pile permissible Maximum and 3206.4) system (see Section -system. (seeSection (see Section removal (see Section (-ee Section dimensionc storage height pile volume (cubic feet) • 3206.4) 3206.5) 3206.6) 3206.7) 32067) (feet) (feet) 0-500 Not Not Not Not . t Not Not . Not Required' Required Required' Required Reqi ired Required Required Required 501-2,500 - Not , Yes'.: Not Not 100 40 .100,000 Required . Required Required . Reqi ired 2,501-12,000 Yes Not.., --' . Not Not 1' 100 40 400,000 Public accessible Required Required Required Req ired - 2,501-12,000 . I"1Ot Not Not . I', t Nonpublic accessible Yes Required • Required Required . Req ired 100 40 400,000 (Option 1) I-TV 2,501-12,000 . Not Nonpublic accessible C Required Yes Yes Yes Y s 100 30 200,000 (Option 2) 12001 20000 Yes Not Required Yes Yes' N Reqi t tired 100 40 400,000 20,001-500 Yes Not Yes Yes' ' 100 40 400,000 Required Reqi tired Greater than Yes Not Yes Yes ' 100 40 400,000 500,000 . . Required , Req ired 0500 Not Not Not Not N t . 50 Not Not. Requireda Required Required' Required Required Requird Required 501-2,500 ' Yes . Not - Not Not N 50 30 75,000 Public accessible . Required Required Required Re red = . OI -1CO - -OnPLIN11 Yet . . Not Not. Not Ni 50 .30 75,000 Required . Required Require 111--h Opooll 1) k iini 501-2,500 . NOt . Nonpublic accessible Required'-. ",Yes Yes C Yes' . Yes' 50 . 20 . 50,000 (Option 2) . 2 501 300 000 Yes Not Required Yes Yes' Not Required 50 30 75;000 300,001-500,0001,Yes Not Required Yes Yes' Not Required 50 30 75,000 Fcr SI I foot = 304.8 mm I cubic foot = 0.02832 m3 I square foot = 00929 m2 a When 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. b.For aisles, see Section 3206.9. . c. 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 when required by the fire code official. See 'alsO Chapters 5 land 57 for special limitations for aerosols and flammable and combustible liquids, respectively. e. ,Section 503 shall apply for fire apparatus access. . . . . . f For storage exceeding 30 feet in height Option I shall be used 9. 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. h. High-piled storage areas shall not exceed 500,000 square feet. .A 2-hour fire wall constructed in a&ordance with Section 706 the California Building Code 'shall be used to divide high-piled storage exceeding 500,000 square feet in area. L Not required when an automatic fire-extinguishing system is designed and installed to protect the high-piled storage area in accordance with Sections 3207 ,-:and 3208. j. Not required when storage areas with an exit access travel distance of 250 feet (76 200 inn,) or less are protected by early suppression fast response (ESFR) 1 sprinkler systems installed in accordance with Section 9033 1.1. 338 2013 CALIFORNIA FIRE CODE ATTACHMENT # 13 PORTABLE FIRE EXTINGUISHERS FIRE PROTECTION SYSTEMS j pressurized enclosure shall be.protected by. a, dereeof fire resistance equal to that required for vertical pnclos'iires in the building in which they are located. Exception: In buildings equipped throughóutwitli an : approved automatic sprinkler system, laterals that are not located within an enclosed stairway or pressurized enclosure 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 11 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 Ad 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 o 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 H standpipe systems is, not 1required. 905.53,-Class II system 1-inch hose. A minimum 1-inh (25 mm) hose shall be allowed to be used for hose stations in light-hazard occupancies where investigated and listed - ' for this service and wheie approved by the fire code offi-. cial. - 905.6 Location of Class III standpipe hose .connections. Class Ill standpipe . systems shall have hose connections located as required for Class I standpipes in Section 9054 and shall have Class II hose connections as requiied 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 Ill standpipe is provided the standpipes shll be interconnected in accordance with NFPA 14 ,. 905.7 Cabinets. Cabinets containing fire-fighting-qáiprnt: - such as standpipes, fire hose, fire extinguishers r'-fire dei't:.. -2. 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: 1. 'Visual identification -panels of glass or other - approved transparent frangible material that is - easily'broken and allows access. - 2: Approvd locking arrangements.' .3. Group 1-3 occupancies. 905.8.Dry standpipes. Dry standpipes shall not be installed. Exception: Where subject to 'freezing arid in accordarke with NFPA 14. 905.9 Valve super4ision. Valves controlling 'wafer 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 Ishall also-be transmitted to the control unit. Exceptions: .1. 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 sytems required - during construction and demolition operations shall .be pro- vided in accordance "With Section 3313. 905.11 'Existing buildings. Where required in Chapter,] 1, existing structures shall be equipped with standpipes installed. in accordance with Section -905. SECT!9f'J906 PORTABLE FIRE EXTINGUISHERS ' I \'Iiere required. P )rtdblc Ij C C 'Ii nz ii Pci Aid I Pc inia]P'I 1).UIC P 1i ncoc,ltiorj ' - - In IC\\ •iild 'Lu c(iciip A', B, F. F, H. IL, A,I RH, ment valves, shall not be blocked from use or obscured from view. 905.7.1 Cabinet equipment identification.- Cabi'nets'shall be identified in an approved manner by áPpern'a'ñently ,.attached sign with letters not less than 2 inches (51 mm) J high in a color that contrasts with the background color, ' indicating the equipment contained therein. Exceptions: - - I. Doors not large enough to accommodate a writ- ten 'sign shall be marked with -a permanently attached pictogram of the equipment containêd therein.' 10 Exception:.In Group R-2, occupancies, portable fire extinguishers' 'shall be required only in, locations specified in' Items 2 through6 where each dwelling unit is proiided with a portable fir'e' extinguisher having ,a minimum rating of l-A:10-B:C. - Within 30 feet (9144 -mm) of commercial cooking equipment. In areas where flammable or combustible liquids are' stored, used ordispensed. • - On each floor" of structures under construction,.except Group R73 occupancies, in accordance with Section 3315.1. - • ' ' - - '2 "'2013 CALIFORNIA FIRE CODE I '. \\ icrc rc:irrred ly iN 'rtIiri InWirL'rl in I ,rlIc I -. I 6. Special-hazard areas, including but not limited to labo- ratories, computer rooms and generator rooms, where required by the fire code official. I 7. Large and small family day-care /i2i s/uill be equipped with a portable fire extinguisher having a minimum 2-A:1O-B:C rating. 8. Where required by California Code of Regulations, I tle 19, Division 1. [California[C alif Code of Regulations, Title 119, Division 1, §3.29(a) through (d)] Portable Fire Extinguishing Equip ment. (a) General. Portable fire extinguishers conforminj to the requirements of California Code of Regulations, Title 19, Division 1, Chapter 3, shall be installed thid in'th'ind in I ' accordance with guides established therein............... . (b) Special Coverage. Additional Class &B and C units of 1 adequate extinguishing potential shall be provided for.any I other hazard, as determined by the enforcing agency. (c) Group A Occupancies. .. . ... (1) One additional Class 2-A unit shall be provided in I •. Group A OccupancLes as follows: (A) On each side of the stage or platform. Exception: Platforms 1000 square feet or less in area need have only oie,,sch extinguishing unit. I ' (B) On each side of every fly gatMç.) (C) In basements beneath the stage I . .(D) In every hallway or passageway leading dressing room. • ,. ' (E) In every property room, carpenter shop, or simi- lar workroom. (2) Not less than one 10-B:C unit (not less than 4-B:C for existing extinguishers in existing occupancies) shall bej,rovided: . .. ,. . . . I .'. . (A) For each motor and fan room: - • " (B) Adjacent to each switchboard on the stage. or • . • :' . platform. : I '. (C) For each motion.. picture machine inp7ójection. 'rooms. Exception: One 20-B:C unit (not less thin 8- B: C for existing extinguishers in existing oCcu- I . pancies) in each projection. room .may -. be 1 accepted as providing substantially equal protec- tion. .. ..,.._ I (3) The enforcing agency may allow modifications 'or deviations relative to the number and location.'ofporta- ble fire extinguishers as required .by this Lsection pro- vided such authority finds that the bdsic.intent of this I .section and the ease of accessibility toe,tin1uishers is otherwise achieved. (d) Group R-2. 1, R-3. I and R-4 Occupancies. In Group .R- 2.1, R-3.1 and R-4 occupancies, a continuously attached 2013 CALIFORNIA FIRE CODE . .. FIRE PROTECTION SYSTEMS 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 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 Sfray-finishing operations 2405.4.2 Dip-tank operations 2406.4.2 Powder-coating areas 2804.3 Lümberyards/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 Z' 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 , -' •., ,? I. ' • 151 V . . . - I H. FIRE PROTECTION SYSTEMS [California Code of Regulations, Title 19, 'Division 1, For fires involving water soluble flammable liquids, see California Code §570(a) through (e)] Fire Extinguisher Size and Placement . of Regulations, Title 19, Division I, Section 566(d). I for Class'.B Fires in Flammable Liquids ofAj,preciable For specific hazard applications, see California Code of Regulations, Depth. Title 19, Division 1, Section 566. [California Code of Regulations,. Title 19, Division 1, (a) Portable fire extinguishers shall not be installed-as the §571(a)] Fire Extinguisher Size and Placement for Class C sole protection for flammable liquid hazards of apprecia- jjazardE I ble depth [greater than ¼ inch (0.64 cm)] where the sur- face area exceeds 10 square feet (0.93 m2). ': " ': (a) Fire extinguishers with Class C ratings shall be Exception: Where personnel who are trathd.in etin- required where energized electrical equipment can be guishing fires in the protected hazards are dvailqble on encountered whih would require a nonconducting extin- I ' the premises, the maximum surface area shall .not guishing medium'. This requirement includes situations :where fire either directly involves or surrounds electrical exceed 20 square feet. (1.86 m2).,,' ,,.• ' equipment. Since the fire itself is a Class A 'or Class B haz- . (b) For flammable liquid hazards of appreciable depth, a ard, the fire extinguishers shall be sized and located on the'• . I Class B fire extinguisher shall be provided on the basis of basis of the anticipated Class A or Class B hazard. at least two numerical units .of Class B extinguishing Note: ElectricaL equipment should be de-energized as potential per square feet (0.0929 m2) of flammable liquid soon as possible to prevent reigniting. I ' * surface of the largest hazard area. For fires involving cooking grease or water-soluble flammable 'liquids, see , 906.3.1 Class A fire hazards. Portable fire extinguishers California Code of Regulations,' Title 19, DivisiOn 1,'Sec- for occupancies that involve primarily Class Afire haz- tion 566(b) and 566(d).." " ards, the minimum sizes and distribution shall comply I Exception: AFFF- or FFFP-type extinguishers may be with Table 906.3(1). provided on-the basis of a lB rating of protection per, ' - ....- TABLE 906.3(1) 'FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS ,.,J .3 (5&tLCJLC'IC'Jfll.4C4II.4. i (c) Two or more extinguishers of lower ratings'shall'not be used in lieu of the extinguisher required for.the largest hazard area. Exception: Up to three AFFF or FFFP e.vIiisguishers may be used to fulfill the requirements .provided the sum of the Class B ratings meets or exceeds the value required for the largest hazard area. I , !'(d) Travel distances for portable extinguishetsshall not " exceed 50 feet (15.25 m) as shown in California 'Cde of Regulations, Title' 19, Division], Section 569, TablI'3:O L/..i C'------ .. .,..,.......,J.. LIGHT ORDINARY C S — (Low)' (Moderate) Hi.h), HAZARD HAZARD ' HAZARD' OCCUPANCY OCCUPANCY, OCCUPANCY Minimum rated 2Ac 2-A single extinguisher Maximum floor area, 3,000 .1,500 1 per unit of A square feet square feet tcct Maximümfloor'area ' 11,250 11,250 II i'() for extinguisher' square feet square feet,' uc k1 Maximum travel distance to extinguisher 75 feet 75 feet widely .cuiiercu or wLuety.eparawu riuzurus sru.ut uetriu,vtu- I . .. ually protected. An extinguisher in the proximit of a haz- ' For SI: I foot = 304.8 mm, I square foot = 0.0929 m2, 1 gallon = 3.785 L. ard shall be carefully located to be accessible' in 'the a. Two 2'/2-gallon water-type. extinguishers shall be deemed the equivalent of one 4-A rated extinguisher. presence of qfire without undue- dangei to theopçrotor. , b Cálifortia C6de of Regulations, Title 19, Diviio 1, Chapter' 3 ' TITLE 19, DIVISION 1. SECTION 569. TABLE 3 ' concerningapplication of the maximum floor area critaria.' . < Basic Minimum ' Maximum travel Type of Hazard .,' Extinguisher Distance to (in meters) Rating Extinguishers (in feet) Light (low) 5B 30 JOB 50 Ordinary JOB , ' 30 ' 915 (moderate) ' 20B '50 ' '' '15.25 Extra (high) 40B 30 9.15 80B ' 50 " 15.25 Note: 'I by these ratings will occur, but rather to give the operaiors ,iioe tune and , 1. The specified rating does not imply that fires of the mnagnitudèsihdicated agent to handle difficult spill fires that may occur. It 15 .. c. Two water-typeextingiishers each with a I-A rating shall be deemed the' equivalent of one. 2-A rated extinguisher for Light '(Low) Hazard Occupancies. 906.3.2 Class B fire hazards. Portable fire extinguishers for occupancies involving flammable or combustible liq- uids with depths' of less than or equal to 0.25-inch (6.35 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 (6.35 mm) shall,be selected and placed in accordance with California Code of Regulations, Title, 19, Division 1, Chapter 3 2013 CALIFORNIA FIRE CODE I ''• .. . ', FIRE PROTECTION SYSTEMS - TABLE 906.3(2) . jL'ielv 1\ ided. rue uii di,ill I .' kied Ii) uin.lieete lie lo), I FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH of C\iuiUid1Cf I DEPTHS OF LESS THAN OR EQUAL TO 025 INCH 'BASIC'MINIMUM MAXIMUM TRAVEL' TYPE OF HAZARD EXTINGUISHER '~EXTINGUI 'DISTANCE TO HERS RATING (feet) 5-B Light (Low) :10-B - 0' Extra (High) 40 B . . 80-B . .,•, 50 ii 9007 jJ aniers and hracicts, i-I iind he Id purtuhi. Ii e e \ tin uushsts ni 110 used in sciunets 1111111 he instilled sn' the IuiflLC1s ii hrueL supplied. I mci v hi u Leo dill he S's urel ,trichowd to the unrinC si fee in s]i,iuuee 's' uth fl'hL' n ilul Ostlilci ti1sL llcUn WslOU tion' [California 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 - .. . . piacea in cavinets or watt recesses. inenanger or oracKet -securely shall be and properly, anchored to the mounting sur- ., .Fir SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. . ;. . a. For requirements on water-soluble flammable liquids and alternative face in accordiince with the manufacturer's instruc- sizing criteria, see California Code of Regulations, Title .19,. Division 1 tions. Wheeled-type fire extinguishers shall be located ui a Chapter 3. . designated location. 906.3.3 Class C'fire haiards. Portable fire extinguishers for Class C fire hazards shall be selected and placed oñthe . i .[C'alifornia C'ode of Regulations, Title 19, Division 1, , basis of the anticipated Class A or B hazard...... . . . §567.4] Brackets. Extinguishers installed under, conditions where they are sub- 906.3.4 Class D fire hazards. Portable, fire extinguishers for occupancies involving combustible metals shall be ject to dislodgement shall be installed in brackets specifi cally. designed to cope with this problem. selected and placed in accordance with California Code of 'Regulations, Title 19, Division 1, 'Chapter 3.'' [California Code of Regulations, Title 19, Division 1 906.4 Cooking grease fires. Fire extinguishers provided for §567.6] Mounting. the fires be Fire extinguishers having a gross weight not exceeding 40 . protection of cooking grease shall of an approved ' type compatible with the automatic fire-extinguishing system ' pounds (18.14 kg) shall be installed so that the top of the fire agent and in accordance with Section 904.11.5. .- extinguisher is not more than 5feet (1.53 m) above the floor. Fire extinguishers having' a gross weight greater than 40 I - . ,[alifornia Code of 'Regulations, , Title 19,' Division .1, (18.14 kg) (except wheeled types) shall be so installed ,pounds §573(a) through (c)]Fire Extinguisher Size 'and Pl.Ezcement that the top of the fire extinguisher is not more than, 3'4feet ' for Commercial Cooking Operations. . , ('1.07 rn) above the floor.. In no case shall the clearance .' , t. (a) Fire extinguishers with a Class K rating 'shall be pro-. between the bottom of the extinguisher and the floor be less' f,,, ,J,. •j,,, '. than 4 inches (10.2 cm). - . vlttca Jtj, ,.acu,L.., vv,LcI C ULCIC tj U I./t/LCILtILLLSJL/IJL1CJ involving combustible cooking media (vegetable or a'ñinzal i oils and fats) I (b) Maximum travel distance shall not exceed 30feei'(9 15 in from the hazard to the extinguishers I I (c) Additional fire extinguishers required for the control of other classes of fires, shall be provided for commercial cooking areas as required by California Cdde of Regula tions Title 19 Division], Section 567 ' tt4'?'wlpi(nLusiftcation. I'ouiahll vie e',tinui' hev sir 1] he Incited iii npisuri 1 .tiis s''heie dues ssull he . readuis aseesuile mud iuoii ']i,ii'lv ,iv,iLiII' f or 11sc I I ( 'n itinuis lijil he :uliue ni il jstth of tras ci unIes die fil e side Ottisiul Jererininss Ii ut the hiz,ud pined undus ute th I eed fo r pLaruuent ins lrun 11ol niul pith' l rrjeI §567.21 C'abinels. cabinets housing extinguishers shall ' not be -locked. '. Exception:- Where extinguishers are subject to. malicious — . [California Code of Regulations, Title 19, Division 1, L §567.5] Physical Damage Protection. ',. " Extinguishers installed under conditions where 'they are sub- use locked cabinets may be used provided they include a means of emergency access and ar approved by, the ,authority having jurisdiction. , ject to physical. damage,' (e.g., from impàct,'vibràtiomi,. the [California Code of Regulations, Title 19, Division 1, environment) shall .be adequately protected. 906.6 tnThsIrtcd aiu1inuhscurcd. Poulihls' flue j,tin §567.7] Sealed Cabinets. Where extinguishers are installed inclosed cabinets that are _ usher,, hail lit he i he ruis tel oi hs,urs'd you vie''. In ' oSni' u,re,i iii ''. Iii eli si Si i ii oh Sri is t our s anuir he sun exposed to elevuted temperatures, the' cabinets shall be pro- vided with screed openings and.drains. I 2013 CALIFORNIA FIRE CODE . : ' ' JANUARY 1,2O14ERRATA BUFF - IV I FIRE PROTECTION SYSTEMS • • -------- -- .. 904d Ltiin.uklit'i' installation. Thc it ll,rrrri l rrrihlc ,, '• 12.. The interface of fire safety control functions. fire e\rrrrLrrcher shill he iii ,crrdcri s,ilIi eCtrufl. - . . 13. Classification tof the supervising station. I t)h 9. diii trli 91)9 9 . . . • . S • 14 Ail plans and shop drawings. shall use the symbols . 900e. I Ftin tiishers tci.iIiin'' 40 puuili(ls or less. J4r ' . 4 - . identified identified tn NFPA 170, Standard for Fire Safety • i,hlu liii C\tIr1CUI (ICT ti,i\lru' .1 LT0) s'eiIii tii1 C\CCLSI , - and Emergency Symbols. inc 49 puunds ( l her Ira]! tic rica]lel s liar heir tus r- . . . . • I . '. are nat ni ic lien feet I 421 nirti (is e tIre fl -sr : Exception: Other symbols are allowed where • 906.9.2 Fxtiiigui,shers eighiiir. iire tlitiii 40 I)ouiids. approved by the enforcing agency. Herr] held p table fire e'.trir' usher haviii eruss 907.1.3 Equipment. Systems and components shall be I sserehu esedrrr'- -1)1 priirni.9 shell h in railed rs California State;Fire Marshal listed and approved in th,if (titer tsrp ale urni nirric titer 3 (cci I l9( nuns) etirse accordance with California Code of Regulations, Title 19, tire floor. Division 1 for, thd.purpose for which they are installed. Floor clearance'. llr Jan rnCe hctsvc il the den 907.1.4 Fire-walls and fire barrier walls. For the purpose I9 06.9.3 arid the hnsttern of rn tllcd hind-held purLnirIe true c\trn of Section 907, fire walls and fire- barrier walls shall not rr)ncr ,,h',111 in lie Ic their 4 rnhes ( 0? urns) 1 ,define separate buildings. . • 906.10 \\ heeled tini1. \\ heeled fire e\trrieuru-hers slit]! he 907.1.5 Fire alarm -use. A fire alarm sysiem shall not be . I I sOii5]JiC uouls It *d.1PL nis1.nated cation • usedfor any purpose other than fire warning or mass noti- fication and where. oermittedbv NFPA 72. • : I -. 907.2 Where requiied—new buildings and structures. An approved fire alarm isysteñi'installed in accordance with the provisions of this code and NFPA 72 shall be provided in new 'buildings .and structures. in accordance.. with Sections d 907.2.1 through 907.2.23 and provide occujant notification in accordance with Section 907.5, unless other- requirements . o are provided by another section of this code. n . m IT A minimum of one manual fire alarm box shall be pro- vided in an approved location to initiate a fire alarm signal for fire alarm systemsl employing automatic fire detectors or Y 'water-flow detectioi 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 d be installed at a location approved by the enforcing agency. Exceptions: S - • - , . - .- - rr ' 1: The manuil fire alarm box is -not required for fire - d - ' alarm control units dedicated to elevator recall con- - S it • .trol, -supervisory service and fire sprinkler , monitor- rn ' - •.'g.. -.. -' 2: Thé.manual fire alarm box is not required.for Group R-2 -occupancies unless required by the fire code - • • official to jrovide a means for fire watch personnel -. • - • - -, - to initiate an alarm during a sprinkler system impair- fl - ment event. Where provided, the manual- fire alarm - box shall not be locatad in an area rthat is accessible • s • - to the public. 3. -The manual fire --alarm box is' not required to -be , -• - installed when approved by the fire code official. 9072.1 Group A. 'A'manual fire alarm system that acti- yates 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 - - - -, Calfornia Building Code shall,'be considered as a single -. S - occupancy for the purposes of applying this section. Por- tions of Group E occupancies occupied for assembly pur- • poses with an occupant load of less than 1000 shall be • JANUARY 1, 2014 ERRATA 2013 CALIFORNIA FIRE CODE -BUFF -- -5 . .5i_ .. -- .•• - SECTION 907 'FIREALARM AND DETECTION SYSTEMS 907.1 General. This section covers the application, installa tion, performance and maintenance of firealarm systems, an their components in new and existing buildings and struc türes. The requirements of Section 907.2 are applicable t new buildings and structures. The requirements of Sectio 90-7.9 are applicable to existing.buildings and structures; 1 907.1.1 Construction documents. Construction docu f. ments for fire alarm systems shall be of sufficient .clarit : 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, an '. relevant laws, ordinances, rules and regulations, as deter mined by the fire code official. , . '1 907.1.2 'Fire alarm shop drawings. Shop drawings fc . fire alarm systems shall be submitted fore review an approval prior to system installation, and shall include; bu not be limited to,. all of the following.. . . . 1 A floor plan that indicates the use of all rooms 2 Locations of alarm initiating devices ' 3, Locations of alarm notification appliarices,..includ i" ing candela ratings for visible. alai'mnotificatioi appliances. . . 4. Location Of fire alarm control unit, transponder • and notification power supplies. .'. .,., . .: 5. Annunciators Power connection. ' , . . ..•. Battery calculations. Conduátor type and sizes. Voltage drop calculations. . io. Manufacturers' data sheets indicating iiodel .rtiuim bers and listing information for equipirient device '1 and materials. S . . 1.1. 'Details of ceiling height and construction ,'. I I 1 I I I I • I . I. I I I. I I ATTACHMENT #14 AISLE WIDTHS - HIGH-'PILED COMBUSTIBLE STORAGE 5 3206 5 Fire detection Where fire detection is required by ••s* 2 Ai -2 p ii iii n hL I ci -Ii II qof ,c Table 3206 .2, an approved automatic fireldetection system I ... Ii,ill lic ij nil iii tilL tn &t F) iiich (70? 111 '141) I shall be installed throughout the high piled storge area The system shall be monitored and be in accordance with Section 9 t)ul1dIIIg' Ar"Ic., iii prlllln- 907.kI..i dbUlidlli di iii Fc. lIlllll[]1U)li LI 13111 hI. ji) 1 - 32066 Building access Where building access is required 1 by Table 3206.2, fire apparatus access roidsinaácthdance flirn \ck \lI.I liii] F fill III ni Lill, kl 1( nckic.s storage areas ëeing with Section 503 shall be provided within l5O. feet. (45 720 2,500 squarefeet (232 rn2) in area, that are accessible to mm) of all portions of the exterior walls of;buildingsused for the public and designated to contain high-hazard corn- high-piled. storage. .. . modities. .I • Exception: Where fire apparatus access: roads cannot be . . ExceptiOn: AislEs in high-piled storage areas • . installed because of topography, railways,waterways, exceeding 2,500 square feet (232 m2) in area, that - non-negotiable grades or other similar conditions, 4he fire are.acessible to the, public and designated to con- I code official is authorized to require additional fire protec- tam highhazard commodities, are protected by .,a J. tion. ' . - ...... .2 sprinkler system designed for multiple-rOw racks of 3206.6:1 Accessdoors. Where building àccsis required high-hazard commodities shall be a minimum of 44 • by Table 3206.2, fire department access doors shall be 11.1 incles,(l 118 mm) wide. provided in accordance with this section.. Access doors Aisles shall be a minimum of 96 inches (2438 mm) shall be accessible without the use of a ladder wide in areas accessible to the public where mechanical a. 3206.6.1.1 Number of doors required. A minimum of stocking methods are used. one access door shall be provided in each 100 lineal . 3206.9.1.2 Nonsprinklered buildings. Aisles in non-, . feet (30.480 mm), or fraction .thereof, of the. exterior sprinkleredbuildingsshall be a minimum of 96 inches walls that face required fire apparatus access roads. The (2438 mm.)gwide. . required access doors shall be distributed such that the 9 2 Clear I]UF..11l llic tI.qllltd.d i1lc \\ I lthh II _ _ i2 , 00).2 T lineal distance between. adjacentaccess doors does not exceed 100 feet (30 480 nirn). nii I [ciii Ilcor to ciIiti-' RaiL \1flft tiiral -Llpji()l II. aud .. IL dc ail,'L LI] II cii) aiIc it a [iliIiliiiUfli liCILlil 3206.6.1.2 Door size and type. Access doors shall not ii P icc! Xiiiciic F) 32 nh)ii) ahoI. c thc Pci iicii lb .,be, less than 3 feet (914 mm) in width and 6 feet 8 Ic ci. c dcl iIit -uch niot I (Ii) ccl 1111COCIC with I -I r,e inches (2032 mm).in height. Roll-up doors shall not be dciid.rtnicril hi\c -iticatu ILiJc . used unless approved. 3200.3 F)ead eI1(l. Dccd cnd .iiIc-i Iial] Pc iii 3206.6.1.3 Locking devices. lockinglancc \k__ Ui c1jL devices shall be used . . 3206.10 Portable fire extinguishers. Portable fire extin- 3206.7 Smoke and heat removal. Where smoke and heat guishes shall be povided in accordance with Section 906.' removal are required by Table 3206.2, smoke and heat vents . • ., ..; shall be provided in accordance with Section 910. Where .... I draft curtains are required by Table 3206.2, they shall be pro- .. , . SECTION 3207 . vided in accordance with Section 910.3.5.:..,, SOLID-PILED AND SHELF STORAGE 3206.8 Fire department hose connections Where exit pas tl 3207 1 Gener Shelf storage and storage in solid piles solid I sag eways are required by the California Building Code for piles on pallets and bin box storage in bin boxes not exceed egress a Class I standpipe system shall be provided in accor ing 5 feet (1524 mm) in any dimension shall be in accor • - .. dance with Section 905. . dancewith Setions 3206 and this section. • ,iF -.-....---- 3 3200.9 Aisles. Ai-dc filL ding a cr - In c\it mnil irc .. .ji . .• -. 3207.2 Fire protection. Where automatic sprinklers are • dcjciritnr iii acrc-is do ii- -2iii Pc piovidc(l iii hiP i)Ic(1 iir required.by Table 3206.2, an approved autothatic sprinkler iLL crca-i CXLLLI.liiiit '1))) 'nu.irc ccl (26 iii t, Iii jcr,'rihtri(I"c system shall b8 installed throughout the building Or to -I -hour \I.ithi )CLtI')ii' -c-'w"'), I ihiriii-ii Hii)t, ) 3 .\i Ic cpIL toiL fire barriers constructed in accordance with Section 707 of tLrdc pilc LI iik hill complyu ith NFPA I) \iIci the Calornia'Building Code. Openihgsin such fire barriers }LIII aRc ciiipiv . tb Rh11 tci 16 shall be protected by opening protectives having a 1-hour fire .. - lIcepthn: \\ hicrc aL.Ic\ arc prcI.ILdcd Pc rack 1cracc protection rating. The design and installation of the automatic - \ I•1iiI. j!tii iiit). iiicthii'd-i of iLc jtIi ptctclioti sprinkler systrnand other applicable fire protection shall be. .: dl L cd ohm appr'. cii in accordancewith the California Building Code and NFPA I 13. 3206.9.1 Width. .\i Ic <JwIl hc ill acmotmliiimC L [h . -, . 11010. 2Ot I) I 1 aid aPP P I 2 . 3207.2.1 Shelf storage. Shelf storage greater than 12 feet • - I xce (3658 mm)but less than 15 feet (4572mm)in height shall - - . be in accordance with the fire protection requirements set,.. I Ai 1cm i '-miiic i I-. mit ii tiiicm i mini icc pill-i. forth in NFPA 13. Shelf storage 15 feet (4572 mm) or -- - %0101 itc 11 ikj 1)111', lI'F Cflhl)IIl',IC 1 c - ha]I Pc more in height shall be -protected man approved manner I- ,iitiiiitip mi of 24 I cm ic-i (010 ]]Ill] L dc with special fire protection, such as in-rack sprinklers. - U ----m----1 --- - -..-:------ —c - - . , - . - . 2O13CALIFORNIAFIRECODE • r . . . . . -• . . - 339. •. :I. . . 'directly to the exterior and rooms'.for~assembly pur- poses have at least ône-hàlf of thee required means of egress doors opening directly to the exterior. Exte-: rp1TAI ratea in accoruance with iawe iuio.i. ,ine;corriaor wails required to be fire-resistance rated shall comply With Section , 708 of the California Building Code for fire.pthiitions: Exceptions 1. A fire-resistance rating is not required'foi.corridors in an occupancy in Group E whereeacli fobm that is ii'cpd for instruction has it 1iet one.- door ,,nenino Exception: Nonpublic aisles serving': esstharr 50ipeóple and not require& to be accessible by Chapter hA or I I B ' of the California Building Code need note,c eed,28 inches (711 mm) inwidth. . [B] 1017.4 Aisle accessways in Group M. An aisle access- way shall be provided on at least one side of each ..element n within the merchandise pad. The minimum clear vidth for an aisle accessway not required to be accessible shall 1. be 30 inches (762 mm). The required clear width ôf'tTh' aisle accessway shall be measured perpendicularfo'theelèiIients ;and merchandise within the merchandise id' Thi 30--inch , (762 mm) minimum clear width shall be maintained to pro- vide a path to an adjacent aisle or aisle accessway.,-The com- mon path of egress travel shall not exceed 30 fee.t'.(9,144 mm), from any point in the merchandise pad. Exception: For areas serving not more thaii50 o'c'cupants, 'I the common path of egress travel shall not'ëxceed 75--feet (22 860 mm). [B] 1017.5 , Aisles in other' than assembly' spaces and Groups and M. In other than rooms or spaces used for ' assembly purposes and Group B and M occupancies, the min- imum clear aislewidth shall be determined bySectioirl005.l -for the occupant load served, but shall not be less than 36 inches (914 mm). - SECTION 1018 CORRIDORS TB] 1018.1 Construction. Corridors shall be fireresistance rior doors .specified in this exception are required to be at ground level; 2.A fire-resistance rating is not -required. for corridors contained within a'dwelling or sleeping unit in an- occupancy in Group R. A fire-, resistance rating is not required for corridors in opeh parking garages. A fire-resistance rating is not required for corridors in an occupancy in Group B which is a space requir- ing only a single means of egress complying with .Section 1015.1. 5 5 5 5 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 of the California Building Code and unprotected openings are permitted by Table 705.8 of the-California Building Code. A fire-resistance rating is not required for corridors within suites in a Group 1-2 occupancy provided with in automatic sprinkler, system throàghout and constructed in accordance with Section 407.4.3.5 or 407.4.3.6 of the California Building Code [B] 1018.2 Width. The minimum widthof corridors speci- fied in Table 1018.2 shall be.as determined in Section 1005.1. [B] 10183 Obstruction; The required width of corridors a shall be unobstructed. Exception: Encroachments complying with Section 10067 - --- [It] 101 8.4 Dead ends. \\ hcic 111)rC ihan nnc C it T C' it Ic dil)rss.i\ I ii.'quircd. thL C'KII LCC "h,111 hc arLInL'LJ' sub ih.it IicrC CIC ni dC,d CnJ in sorrjdiir lnnrc,lII O inn in LxcupliIñ..: Is S L. In occupancies in Group 1-3 of Occupancy Condi- tion 211 3 or 4 (see Section 308.5),the dead end in a corridOr shall' not exceed 50 feet (15,240 mm). S S ' S • 'CORRIDOR FIRE-RESISTANCE RATING . . I H MEANS OF EGRESS "OCCUPANCY. S ' OCCUPANTLOAD SERVED BY CORRIDOR S •5,'i - S REQUIRED FIRE-RESISTANCE RATING (hours) Without sprinkler system With sprinkler system' H-1,.H-2, H-3 - ' All , 'Not Permitted S H-4, H5 Greater than 30 , Not Permitted ., 1 A', B, F, M, S, U ' Greater-than 30 ' ' ' 1 . ' 0 R-1, R-2, R-3, R3. 1, R-4 .Greater than 10' Not Permitted I-2, 1-4 ' , . Greater than 6' Not Permitted . S 1-3, R-2.1 ' . ',Greatertha'n6 ' Not Permitted , 1" E S GreaterthanlO 'a. For requirements for occupancies in Group 1-2, see Sections 407.2 and 407.3 of the California Building Code. - For a reduction in the fire-resistance rating for occupancies in Group 1-3, see Sections 408.8.1.2 and 408.8 of the California Building Code. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2 where allowed. ISFMJ See Section 1028. . • - S S • • " -• - S • • 2013 CALIFORNIA FIRE CODE 223 I MEANS OF EGRESS I I I I I I I 1 I [B] TABLE 1018.2 MINIMUM CORRIDOR WIDTH OCCUPANCY WIDTH (minimum) Any facilities not listed below 44 inches Access to and utilization of mechanical, plumbing or electrical systems or equipment 24 inches With a required occupancy capacity less than 50 -36 inches Within a dwelling unit 36 inches In Group E with a corridor having a required capacity of 100 ormore 72 inches In corridors and areas serving gurney traffic in occupancies where patients receive outpa- tient medical care which causes the patient to be incapable of self-preservation 72 inches Group 1-2 in areas where required for bed movement 96 inches Corridors in Group 1-2 and 1-3 occupancies serving any area caring for one or more non- ambulatory persons. - 96 inches For SI: I inch = 25.4 mm. -------- Iii o up iii ri (riu II F F M R I R . - I 1 1 srid L hLrc IJc hirillirri I Il]liipiLII ihri.iri hoot jth ri lit 101 tft irin k r tLIll Ii II I UL C \ I Ii L L II )fl I I h ri hr 1 Ii. did nd rruh r tia]I riot LLd I) IL I I 240 omit. 3. •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. [B] 1018.5 Aii movement in corridors: Corridors shall not serve as 'supply, return, exhaust, relief or ventilation air ducts. Exceptions: 4 11 - 1. 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, smoking lounges and janitor cbs- ets, shall be permitted, provided that each such cor- ridor is directly supplied with outdoor air ata rate greater than the rate of makeup air taken from the corridor. . ... 2 Where located within a dwelling unit the use' of cor ridors for conveying return air shall not be prohib 3. Where located within tenant spaces of 1,000 square feet (93 m2) or less in area, utilization of corridors for conveying return air is permitted 4 Incidental air movement from pressurized rooms within health care facilities, provided that-the corn- 1 ' . •dor is -not the primary source of supply ar return to the room. . .5. For health care facilities under the jurisdiction of the Office of Statewide Health Planning and Devel- opment (OSHPD), see the California Mechanical Code., [B] 1018 5 1 Corridor ceiling Use of the space between .,the corridor ceiling and the floor or roof structure above as a return air plenum is permitted for one or more of the fol- 'bowing conditions: 1. The corridor is not required to be of fire'-réistgnce- 'rated construction; 224 4 The corridor is separated from the plenum by fire- resistance-rated construction; The air-handling system serving the corridor is shut * down upon activation of the air-handling unit smoke detectors required by the California Mechanical ' Code; The air-handling system serving the corridor is shut down upon detection of sprinkler waterflow where the building is equipped throughout with an auto- matic sprinkler system; or The space between the corridor ceiling and the floor or roof structure above the corridor is used as a com- ponent of an approved engineered smoke control system. [B] 1018.6 Corridor continuity. Fire-resistance-rated corri- dors shall be continuous from the point Of entry to an exit, and shall not be interrupted by intervening rooms. Where the 'path.of egress travel within a fire-resistance-rated corridor to the exit includes travel along unenclosed exit access stair- ways or ramps, the fire resistance-rating shall be continuous for the length of th&stairway or ramp-and for the length of the connecting corridor on the adjacent floor leading to the exit Exceptions I Foyers lobbies or reception rooms constructed as required for corridors shall not be construed as inter- vening rooms. 2 [SFM] In fully sprinklered office buildings corridors May lead through enclosed elevator lobbies if all areas of the building have access to at least one required exit without passing through the elevator lobby. . .' SECTION 1019 EGRESS BALCONIES. '[B] 1019.1 General. Balconies used for egress purposes shall conform 'to 'the same requirements as corridors for width, headroom, dead..ends and projections.- [B] 1019.2 Wall separation. Exterior egress balconies shall' be separated from the interior of the building by walls and . opening protectives as required for corridors 2013 CALIFORNIA FIRE CODE HIGH-PILED COMBUSTIBLE STORAGE I . '• : ' " . SECTION 3204 :'" 3205.6 Designation of storage heights. Where required by I DESIGNATION OF HIGH-PILED STORAGE AREAS the fire code official, a visual method of indicating the maxi- 3204.1 General. High-piled storage areas, and portions of mum allowable storage height shall be provided. - high-piled storage areas intended for storage ófá different 3205.7 Arrays. Arrays shall comply with Section 3207.4. commodity class than adjacent areas shall be designed and .3205 .8 Flue spaces Flue spaces shall comply with Section I - - specifically designated to contain Class I, Class II, Class j, - 3208.3: Class IV or high-hazard commodities. [he 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 I provided in Section 3204.2. - 3204.2 Designation based on engineering 'analysis. The,, 3' designation.of a high-piled combustible stbrage,area,'' or. por- hi 'tion thereof, is allowed to be based on a lower hazard class 3 .' than that of the highest class of commodity stored ,when a limited quantity of the-'higher hazard commodity:liis been demonstrated by engineering analysis to. beadeqüately pro- tected'by the automatic sprinkler system provided. The éngi re - ( neering analysis shall consider the ability:of the'-sprinkler ti system to deliver the higher density required by the, higher I . ' 'hazard commodity. The higher density shall be based on the ti 'actual storage height of the pile or rack, and the 'minimum allowable design area for sprinkler operation as et forth in the density/area figures provided in NFPA 13. The contigu- re I ' ous area occupied by the higher hazard commodity shall not, exceed 120 square feet (II m2) and additional areas of higher 3 hazard commodity shall be separated from'other such areas 5t by 25 feet (7620 mm) or more. The sprinkler system' shall be bi 1 ' *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 (11 1 m2)f0r dry pipe systems. The, shape Of the 'r design area shall be' in accordance with Section 903. I SECTION 3205 I ' ' HOUSEKEEPING AND MAINTENANCE ' 3()5.1 Rach tructurc, 1'hc ii R ir;it int'critv of 'i ,i1 , n ,iiihiiric1 32O5.2 IriiIioii ",4)urCc'. ( 'k'ci iii c roni ic'ninon iir c - -, ,hjil bc poo.idcd in ',cLirici' \','itii Scuin dh. 320 .3 Smoking. iiiiuLin 'h,1 h' prohihiicd. \ppi c-ed 'NO iThf [iC [Cfl I[C Ii fTc oic-pi U0U] Y fl cd iii .i,c V 'lb SL" ,ti ii'i I,), .4; - " . ' 320 .4 ,Aile mainleiiancc. \\ Ii 'n [C ticl.iiiij .1 noi ' h ine 7. iidii led i1c \lijll he hcpl 1cei of krocc, \Vd',tC iLilC riiii Jfld dchri Fiic dcpii ln[cnt ,'iVcCc doc-, ,ic-ic'. ,iii1 'C\It 2 doi' hill nt hc h Ii uii'd I)uiing 'tc-king oper[tin U i[iC [ii,[[1TIJI ti [V blOC fliClI1 d, TI1[fl[iiiUT[i UnIT IliViUd \Vl(h of 21 [[IVI[CV hill IT1T[I) V1T,ili ETC [TCi[it,i[[IL'd in 4 ri, h 121 1 Mini) (ii' II 1 Iii ii Ic liii ,i Ui [Ti [Till [ii 11111) VtTi[U'd i[VI[' V liii ii [iC hilt i the 1'qli[[C[l ic-li' c-idtli h,iIl he' [fiJlfll,i[flCl [ii ii Ic 'rccl r tli,iii d i[ichV'V 121)' nnii Diiiiii [[IC h,iincl UL[[c- iijiCi,ili[o, C [[[[li[iiiUnl VI[iV hilUCtCd CIVIC ',idth it 11 inchC Ii Id [010) h 11 Ic I llld[['iLiI[i*l [c)1daflC ' c-iIi 22(J(, 3205.5 'Pile dimension and height limitations. Piledimen- ' 3 sions and height limitations shall comply 'with' ection s 1 3207.3. ' ', . ' '' -' - ' 3: 2013 CALIFORNIA FIRE CODE I - 206.2 SECTION 3206 GENERAL FIRE PROTECTION - AND LIFE SAFETY FEATURES Z06.1 General. Fire protection and,life safety features for igh-piled storage areas shall be in accordance with 'Sections through.3206. 10. . . Z06.2 Extent and type of protection Where required by able 3206.2, fire detection systems, smoke and heat moval, draft curtains and automatic sprinkler design densi- es shall extend the lesser of 15' feet (4572 mm) beyond the igh-piled storage area or to a permanent partition. Where Drtions of high-piled storage areas'have different fire protec- on requirements because of commodity, methOd of storage storage height,' the fire protection features required by able 3206.2 within 'this area shall be based on the most strictive design requirements. 06.3 Separation, of high-piled storage areas. High-piled orage areas shall ,be separated from other portions of the ilding where required by Sections' 3206.3.1 through, 206.3.2.2. , [I 3206.3.1 Separation from other uses.. Mixed occupan- cies shall be separated in accordance with ,the California Building Ccde. , 'I 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'ar'e separated from each other'by.l -hour fire barriers con- structed in'accordance: with Section 707,the C'alfornia" Bui1dingi1 Code; 'Openings' in such'fire barriers shall be protected by opening protectives having a 1-ho6r fire protection rating. 3206.3.2.2 Multiclass high-piled storage areas. High- piled stdrage 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. 206.4 Automatic sprinklers. Automatic sprinkler systeiis iall'be provided in accordance with Sections 3207, 3208 and 09. 337 .1 , ' • -. •. _ . - ALL STORAGE AREAS SOLID-PILED STORAGE, SHELF STORAGE AND PALLETIZED STORAGE SIZE OF HIGH-PILED b ., (See Sections 3206, 3207 and 3208) (see Section 3207.3) CLASS COMMODITY STORAGE AREA (square feet) Automatic fire- Fire Building Smoke and Draft -Maximum Maximum (see Sections 3206.2 extinguishing, detection access heat curtains pile permissible Maximum and 3206.4) system (see Section system ' -(seeSection (see Section removal (see Section (see Section' dimension 0- storage heightd . pile volume' (cubic feet) 3206.4) 3206.5) 32066 3206.7) 32067 f ee, (feet)' 0-500 Not Not Not Not Not - - Not Not - Not , Required' Required Required' -Required Required ' Required Required ' Required 501 2500 Not Yes Not Not Not 100 40 100,000, a Required Required Required Required ' 2,501-12,000 - - Yes - Not -.- ' i Not Not - , .. Not 100 -40 400,000 Public accessible, Required - Required Required Required - 2,501-12,000 . . Not Not Not ' Not ' Nonpublic accessible - Yes ,,, Required ' , 'Required Required -Required 100 - ' - 40 ' - - 400,000 - - (Option - 2,501-12,000 Not - -- - - ' - Nonpublic accessible - Required Yes" Yes Ye& Yes ' 100 301 200,000 (Option 2) - - - 12,001-20,000 , Yes - c'N°• Required Yes Yes' Required 100 100 40 - 400,000 20,001-500 Yes Not Required Yes Ye& Not Required - 100 40 400,000 - Greater than ' - - Yes Not ' - - Yes - ' Yes3 Not 100 40 400,000 500,000 , ' Required - - Required - - - - -6500 ' - Not - Not - ' Not - Not Not 50 -Not Not Required Required Required Required Required Required Required - - 501-2,500, Yes Not ' Not Not Not . 50 30 75,000 Public accessible Required- Required Required Required - -' - - - tI -) '- iipuh]i II,LL iI - -- - - . -' , Not.'Not Required.- Required Not Required Yes )11 Not Required U - - '7' 1)1 - - Hi h (;pniii hi in 501-2,500 -- Nonpublic accessible Not Required - Yes - Yes Ye& Yesi 50 - 20 , 50,000 (Option 2) 2 501 300 000 Yes Not Required , Yes Yes3 Not Required 50 30 75,000 360,001-500,0000 Yes Not Yes Yes3 Not 50 30."75 000 Required Required HIGH-PILED COMBUSTIBLE STORAGE I I * TABLE 3206.2 GENERAL FIRE-PROTECTION AND LIFE SAFETY REQUIREMENTS For SI 1 foot = 304.8 mm ,,l cubic foot = 002832 m3 I square foot = 00929 m2 I a When 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 andinstalled in accordance with Sections 3207 and 3208. b For aisles see Section 3206;9.1 c Piles shall be separated by aisles complying with Section 32069 I d. For storage in excess of the height indidted, special fire pröiection'shall beprovided'in accordance with Note'g when required by the fire code official. See also Chapters 51 and 57 for special limitations for aerosols and flammable and combustible liquids respectively. e Section 503 shall apply for fire apparatus access f For storage exceeding 30 feet in height Option 1 shall be used I 'g. Special fire protection provisions including, but not limited to, fire protection -of exposed steel columns; increased sprinkler density; additional i6-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 h High piled storage areas shall not exceed 500,000 square feet A 2 hour fire wall constructed in accordance with Section 706 the California Building Code shall be used to divide high piled storage exceeding 500,000 square feet in area I i Not required when an automatic fire extinguishing system is designed and installed to protect the high piled storage area in accordance with Sections 3207 - --'ànd 3208. j. Not required when storage- areas with an exit access travel'dis,anëe, of 250 feet (76 200 mm)' or less are rotected'-by early suppression fast-response (ESFR) sprinkler systems installed in accordance with Section 903.3,1.1. I 338 7 2013 CALIFORNIA FIRE CODE ATTACHMENT #1.6 FLUE. SPACE REQUIREMENTS L1. :• I HIGH-PILED COMBUSTIBLE STORAGE I . • r • 32073 Pile dimension and-height limitations.Pile:dimen- S. 3208.2.2 Racks ,.with solid shelving. Racks with solid sions, the maximum permissible storage heightand pile vol- shelving having an area greater than 32 square feet (3 m2), I ume shall be in accordance with Table 3206.2. measured between approved flue spaces at all four edges 3207.4 Array. Where an automatic sprinkler em design of the shelf, shall be in accordance with this section. utilizes protection based on a closed array, array clearances Exceptions: shall be provided and maintained as specified bythe standard Racks with rièsh, grated, slatted or similar I used. shelves having uniform openings not more than 6 inches (152 mm) apart, comprised of atleast 50 SECTION 3208 ' . . percent of the overall shelf area, . and with .. . approved flue spaces are allowed to be treated as RACK STORAGE racks without solid shelves. 3208.1 General. Rack storage shall be in accordance with Section 3206 and this section. Bin boxes exceeding 5 feet i,. . Racks used for the storage of combustible paper . 1 (1524 mm) in any dimension shall be regulated s iàktor-dance records with solid shelving, shall be in accor- e. with NFPA 13. 3208.2.2.1 Fire protection. Fire protection for racks 320&2 Fire protection. Where automatic spiLiilèr ,ar with solid shelving shall be in accordance with NFPA required by Table 3206.2, an approved automatic sprinkler 13 fi . . . - - . . •1 system shall be.installed throughout the building.or. to 1:hos .. fire barriers constructed in accordance with.Seti6i.Z0Tbf .. r 7 3208.3 Hue spies. Huu pac hil1 he 1iivd ii the California But/ding Code Openings in such firel4àrriers d lit itki I ahk T l\L t1ulrtd flu p uthifi it nw ii shall be protected by opening protectives having hoir.fire L talihid . protection rating The design and installation of the automatic3208.3A Flue p p10t4. , tHIn \\ hi. Ii. Iu(]U ii &h hi. ll sprinkler system and other applicable fire protection shall be filL ii. ii i 1111C IL I Lfluii.il h\ pu. 20 in accordance with Section 903.3.1.1 and the L sniulu &InuhIu nr 11)1.11111)k -10%1, r.ic ' - Building Code. . ' h, I] h ujiiipptd si. it h appi d duviuci. h) f4,tcci the I I. 3208.2.1 Plastic pallets and shelves. Storagèon'pl Asti c iiqiiir&I Iii. i.p.itCt ..Sii h Iii. II Li. diii]l liii h ICI]ll't Cd ii pallets or plastic shelves shall be protected by approved • .' specially engineered fire protection systems. 3208.4 Column protection. Steel building columns shall be ., Exception: Plastic pallets listed and labeled in accor- protected in accorddnce with NFPA 13. . dance with UL 2335 shall be treated as wood pallets for 3208.5 Extra-high-rack storage systems. Approval of the -. 3•....determining required sprinkler protection. . ;, fire code official shll be obtained prior to installing extra- I. . . . .. high-rack combustible storage. TABLE 3208.3 • . ,. I . . . REQUIRED FLUE SPACES FOR RACK STORAGE• SPRINKLER AT THE CEILING WITH OR WITHOUT . MINIMUM IN-RACK SPRINKLERS . IN-RACK. SPRINKLERS NONSPRINKLERED RACK . . PROTECTION c . . AT EVERY TIER . CONFIGURATION AUTOMATIC SPRINKLER .....' - .. . . . ~25feet >25 feet Any height Any height Stori.ige height . . ' '2 Option 1 Option .ii . ... Situ HIL11(l Not Applicable 3 inches Not Required Not Required Not Applicable 'I Yes . : Not Applicable Not Required iuul II. [:[J iLl t\ci fliiu pi \ uuiu dl Nut Rcquircit. n'iiiiht?al lup i Ni Rcquoirtf Not Applicable Not Required Not Required Not Required 3 inches 3 inches. Not Required Not Required T Size' c,.J :6 inches' Transverse.flue s'pace Vertically . . . . . 9ouble-row rack aligned tIO 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. Transverse flue space Vertically I\ulti-row rack aligned Not Required Not cable Applicable Yes Not Applicable Not Required Longitudinal flue space N ot Required Not Applicable Not Required No t Required Not Required F,rSl: I inch= 25.4 mm, Ifoot=304.8mm. . . . , .. a.' Three-inch transverse flue spaces shall be provided at least every 10 feet where ESFR sprinkler protection is provided. .. . . •.. b. Random variations are allowed, pr'ovided that the configuration does not obstruct water penetration. -I • .• , I .• • . I: • • 340 •. • • ' •- . . ' '• 2013- CALIFORNIA FIRE CODE. I / ATTACHMENT #1.7 MEANS OF EGRESS fts' ".- .' -- 1• ' . i t - t. - . S A • 'S. 1E- -'" '-s. . .. - .•- -• ,'j MEANS OF EGRESS ' I I - !_• 4 - - * pant: Where stairways servemore than onestory,onIy, the convergence shall nIIot be51ess than the sum of the required I occupant load of each story considered individually shall capacities for the two adjacent stories 4 be used in calculating the required capacity of the tai [B] 1005.7 Encroachment Encroachments into the required 1kways serving that story. means of egress width shall be in accordance with the provi Exceptions ions of this section I I For other than Group :H and 1-2 occupancies the .[B]'100,5.7.1 Doors. Doors when fully opened shall not -f .. :.capaèity, in inches (mm), of mean of g'res reduce the required width by more than 7 inches (178 stairways shall be calculated multiplyingtlie mm). Doors in any position shall not reduce the required 11 occupant load served by such stairway by a width by more than one-half. means of egress capacity factor of 0.2 inch (51 Exceptions: . 5' -. mm) per occupant in buildings equipped through- - . dut with an automatic sprinkler ., 1. In other, than, Group 1-2 occupancies, surface- ' in accordance with Section 903 3 1 1 or 903 3 1 2 mounted latch release hardware shall be exempt U 1 and an emergency voice/alarm communication from inclusion in the 7-inch maximum (178 mm) system in accordance with Section 90.5.2.2. encroachment where 1 1 The hardware is mounted to the side of 1 2. For Group H-I, H-2, H-3 and H-4 occupancies, . - .' .-: . -. * 8.the doorfacing away from the adjacent . i. . - the total width of means of egress in inches (mm) - .. . shall not be less than the total occupant' load wall where the door is in the open posi -. 1. . . .- .- . ç- .- tion and . . , r -. • 4 served by the means of egress multiplie4.by 0.7-. -. . 1. 7' 4 inches (7.62 mm) per occupant. ' 1.2. The hardware is mounted not less than 34 --'iiche (865 mm) nor more than 48 inches . 3 Means of egress complying withS& tn t7 (1219 mm) above the finished floor. [it] I00.3.2 Other egress 'components. I hc ij .ILflV. NI , 5 •. . - .. . 2. The restrictions on door swing-shall not apply to doors within individual dwelling units and sleep- I.. . iii mIll It 1UClfls 'I ciirc cnlpUIiL7IllL 1llbcl him . ........................... . -5 -. . 5i lull hc c. limlud 11 miuim!tlpl\ Ino lh- ocupiiih • . - - -, -ing units of Group R-2 occupancies and dwelling . ]sjd cr'-&1 h Il7 lmmmrncrll h ilkull I ni -- . ... S 4 units of Group R-3 occupancies. . . t lU. IT 111 I) i UI. h 5 I III] I) )CI lIft I! y17 I -•• - • I . . [B] 1005.7.2 Other projections. Handrail. projections . •- l-\ceJt10ns: shall be in accddance with the provisiohs of Section 1 F-In (lhhcl thu CIIIIUp 11.Ui1LI I) mIInkI IhU 1 1012.8. Other n&istructural projections su6h as trim and 1f) (ml\ Ill mmichc, 171111 (II IiII'Ifl 14 cF-rn.. similar -decorativfeatures shall be permitted to project (UII1i[1(il(I. 1)1 Uthl. I Min 1 LII U. l\ Ii dl he 1. u into the required iidth a maximum of Ui2 inches (38 mm) I 1,11(2'(1 nimltp]'. lIl (IlL o(_cLIPaill lo ld, ud h\ on each side HUh LUII1P(lflI.lIt by I7iC.lflU Ut HF-THU. ftll\ : . [B] 1005.7.3'Protruding -Objeéts. Protiuding objects 1 75.. 5.II ol 1 1 U i Ils h I flinlh F-HI 11. m.II1.(lib II] shall comply with the applicable requirements of Section I iii (.117! 1. (.411I [)[5.1.d IbillIl holml 1. I rh (II t(111011 IlL .1 1003.3.".- II Uprmllkllr ULlU-In mnI. (l tmllc ill LUCUI(I1lIlLI. ULith -- I SLL(IUJIJ(Y5.. I i 9lF-. I (tiLl II) LIIlIHII.IHIIL. j-. -- 5 ' 5- 4 OIL jhjllll IlIUm U .JII \ k Ill 01 it cof 1 SECTION 1 S 006 I ULL With L.cLjOLI MEANS OF EGRESS ILLUMINATION 2 For Group H I H-2 H 3 and H 4 occupancies [B] 1006 1 Illumination required The me of egress the total width of means of egress in inches (mm) including the exit discharge shall be illuminated at all times I shall not be less than the total occupantlocd the building space served by the means of egress is occupied served by the means of egress multiplied by 04 Exceptions .i- inches (5.08 mm) per occupant. ,n L Occupancies in Group U I . .1 -3. Means-of egress complying with Section 1028.' . . - .•. - :.- . ..t I 2 Aisle accessways S in Group A -i [B] ea 1005.4 Continuity. The capacity of the means of egress .- •. . . .5 , - I.1 •. - required from any story of a building shall not be' reduced 3 Dwelling units and sleeping units in Groups R I R 2 along the path of egress travel until arrival .at the public way. 1 and R-3 [B] 1005 5 Distribution of egress capacity Wherémoe 4 1 Sleeping units of Group I R 2 and R 4 occupan than one exit or access to more than one exit is required the cies means of egress shall be configured such that the loss of any",[B] 1006 2 Illumination level The means of egress illumina one exit or access to one exit shall not reduce the available tion level shall not be less than 1 footcandle (11 lux) at the capacity to less than 50 percent of the required capacity.walking surface 5. • S - [B] 1005.6 Egress convergence. Where the means ofegress • Exception: For uditoriums, theaters, concert or opera from stories above and below converge at an intermediate halls and similar assembly occupancies the illumination at I level the capacity of the means of egress from the point of the walking surface is permitted to be reduced during per 198< 2013 CALIFORNIA FIRE CODE s, I - 4 - . . [B] TABLE 1015 1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY OCCUPANCY MAXI!.OJM OCCUPANT 00000 LOAD 00. A,B,E,F,-M,U 49. --• H-l;H-2, H-3 .. 3 .. H-4, H-5, 1-2.1, 1-3, 1-4, R 10 - See Section443.6.1 1 L . MEANS OF EGRESS [B] TABLE 1014.3 COMMON PATH OF EGRESS TRAVEL OCCUPANCY WITHOUT SPRINKLER SYSTEM (feet) WITH SPRINKLER SYSTEM Occupant Load 530 >30 H U I00 '5 H 100 75 75 F 75 75 100 H-I, H-2, H-3 Not Permitted Not Permitted 25' R-2 75 . 75 125" R-3' 75 75 125 b 1-3 100 . 100 100' All others" 75 75 750. Li I For SI: 1 foot = 304.8 mm. . a Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3. I I I b 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. . • c. For a room or space used for assembly purposes having fixed seating, see Section 1028.8. d The length of a common path of egress travel in a Group S 2 open parking garage shall not be more than 100 feet (30 480 mm) e.-,The length of a common path of egress travel in a Group R-3 occupancy located in a mixed occupancy building. - - I . f For the distance limitation in Group! 2 see Section 4074 of the California Building Code . throughout with an automatic sprinkler system vided from any space with an occupant.load greater than I I in accordance with Section 903.3.1.1 or 903.3.1.2. 1,000. . . [B] 1015.2 Exit or exit access doorway arrangement. 2. Care suites in Group 1-2 occupancies comply- Required exits shallbe located in a manner that makes their ' ing with -Section 407.4.3 of the California availability obvious. Exits shall be unobstructed at all times. I Building Code. . -- Exit and exit access doorways shall be arranged in accor- The common path of egress travel exceeds one of dance with Sections 101521 and 1015.2.2. Exit access door- the limitations of Section 1014.3. ways contributing to the total number of exits or exit access I .. . . Where required by Section 1015.3, 1015.4, 1015.5 doorways required by Sections 10)5.] and 1015.1.1, shall ' lead 1 or 1015.6. to separate exits. . . [B] 1015 2 1 Two exits or exit access doorways Where 4 In detention and correctional facilities and holding two exits or exit access doorways are required from any I > cells, such as are found in courthouse buildings, portion of the exit access, the exit doors Or exit access when the occupant load is more than 20 see-Section -doorways shall be" placed a distance apart-equal to not less . . - 0408.3.11•of the California Building Code.. than one of the length of the maximum overall diago-. Where a building contains mixed occupancies each mdi nal dimension of the building or area to be served mea I vid ual occupancy shall comply with the applicable require sured in a straight line between exit doors or exit access -ments for. that -occupancy. Whré applicable, cumulative doorways.-Interlocking or scissor stairs shall be counted.as occupant loads from .adjacent occupancies shall be consid- . one exit stairway. . — ered in accordance with the rirnvisions of Section 1004.1.. . . . . Isxcepuons: Where interior exit stairways are interconnected by a 1hour fire-resistance-rated corridor con- _______________________ ________________________ • forming to the -requirements of Section 1018, the required exit separation shall be measured along the shortest direct line of travel within the corri- dor. - -• Where a- building is equipped throughout with an automatic sprinkler system in accordance with Section-903.3. 1.1 or 903.3.1.2, the separation dis- a. For holding cells, see Section 408.3./I of the California Building Code. tance of the exit doors or exit access doorways . -[B] 1015.1.1 Three or more exits or. exit access door- - shall not be less than one-third of the length of 1 ' ways. Three exits or exit access doorways shall be pro- • the maximum overall diagonal dimension of the vided from any space with an -occupant load of 501 to: . • area served. . • 1,000. Four exits or exit access doorways shall be pro-. - -• . . . - 220 . 2013 CALIFORNIA FIRE CODE I I U U I I I I I, I I I I I I r.• t / I. [B] 1015.2.2 Three or more exits or exit access door- ways. Where access to three or more exits is required, at least two exit doors or exit access doorways shall be arranged in accordance with the provisions of Section 1015 2 1 Additional required exit or exit access doorways shall be arranged a reasonable distance apart so that if one becomes blocked, the others will be available. [B] 1015.3 Boiler, incinerator and 'furnace,,rooms. ,Two exit access doorways are required in boiler, incinerator and furnace rooms where the area is over 500 square feet (46 m2) and any fuel-fired equipment exceeds 400,000 British ther- mal units (Btu) (422 000 KJ) input capaciy.Whère two exit access doorways are required, one is permitted to be'fixed ladder or an alternating tread-device. Exit acces 'dOorways shall be separated by a horizontal distance equal 'to'oñe-half the length of the-maximum overall diagonal dimension of the room. r-! [B] 1015.4 Refrigeration machinery rooms. Machinery rooms larger than 1,000 square feet (93 m2) shall have not less than two exits or exit access doorways. Where two exit, access doorways are required, one such doorway is permitted to be served by a fixed ladder or an alternating tread device. - Exit access doorways shall be separated by a horizontal dis- tance equal to one-half the maximum horizontal dimension "of room. - - All portions of machinery rooms shall'bewithin 150 feet - - (45 720 mm) of an exit or exit access doorway. An increase in travel distance is permitted in accordance with Section .. 1016.1. Doors shall swing in the direction of egress travel,- regard- - less of the occupant load served. Doors shall betight.fitting and self-closing....- [B] 1015.5 Refrigerated rooms or spaces Rooms Or spaces having a floor area larger than 1,000 square feet(93 rn2), con- taining a refrigerant evaporator and maintained at a tempera * - lure below 689F (20°C), shall have access to not less than two exits or exit access doorways Travel distance shall be determined as siecified in Section .; -. 1016.1,but all portions of a refrigerated rôOth;or'spaceshall be within 150 feet (45 720 mm)-of an exit or exit access door- way where such rooms are not protected My.anapproved' automatic sprinkler system. Egress is allowed thi:ough adjoin- ing refrigerated rooms or spaces. - -. - Exception: Where using refrigerants in -quantities limited - to the amounts based on the volume set f hirth Cali- fornia Mechanical Code. - [B] 1015.6 Day care means of egress. Dày 'afefacilities, rooms or spaces where care is provided for more than lQ chil- dren that are 2'/2 years of age or less, shall'haveâccessto not less than two exits or exit access doorways...... 1015.7 Large Family Day-care Home. Every story or base- - ment of a large family day-care home shall be p'r'ovided with - two exits which are remotely locatedfront each other. Every required exit shall be of a size to permit. the installation of a door not less than 32 inches (813 mm) in clear width and-not less than 6 feet 8 inches • (2032 mm) in height. A manually 2013 CALIFORNIA FIRE-CODE MEANS OF EGRESS operated horizontal sliding door may be used as one of the - two required exits. 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 story. The second exit from the basement may either pass through the story above or exit - directly to the exterior. Rooms used, for day care purposes shall not be located above the first story. Exception: -Buildings equipped with an automatic sprin- kler system throughout and which have at least one of the required exits providing access directly to 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 enforcing agency. Exit doos, •including manually operated horizontal sliding doors, shall be openable from the inside without use of a key or any special knowledge or effort. - Tables 1021.1 and 1021.2 are not applicable to this occupancy classification. . 'SECTION 1016 EXIT ACCESS TRAVEL DISTANCE [B] 1016.1 General. Travel -distance within the exit access portion of the means of egress system shall be in accordance with this section. [B] 1016.2 Limitations. Exit access travel distance shall not exceed the values given in Table 1016.2.1 EXIT _JCCESS TIIAVEL gj$ WITHOUT [ WITH OCCUPANCY - SPRINKLER SYSTEM I SPRINKLER SYSTEM (feet) (feet) A L I w\1 k - I 200 R-2.1 :, - Not Permitted _____ - '250 B " -200 -:- 300' F-2, S-2, U ' -. •' 300 - ' ' - - - 400 - H-i , ' - Not Permitted 75' -' H-2 ' Not Permitted - 100C -- - 'H-3 - Not Permitted - 150" H-4- - Not Permitted - 175' - - . - H-5 Not Permitted 200' 1-2,1-2.1, 1-3", 1-4 150 200' L' Not Permitted 200 For Si: I foot = 304.8 mm. a. See the following Sections for modifications to exit access travel distance - requirements: - Section 402.8 of the California Building Code: For the distance limitation in malls. - Section 404.9 of the California Building Code: For the distance - limitation through an atrium space. Section 407.4 of the California Building Code: 'For the distance limitation in Group 1-2. Section 408.3.10 of the California Building Code: .For increased.' limitation in Group 1-3. (continued) -, 221- U LI] I MEANS OF EGRESS , TABLE 10181 'P rii iii i up H 1 I I I \1 f I k CORRIDOR FIRE RESISTANCE RATIt,5 , .uiij Li, V. IILI IlL hijjldiii i LqlI]ppLU REQUIRED FIRE-RESISTANCE OCCUPANT RATING (hUis)V'.' LOAD SERVED OCCUPANCY Without .' WitIsprinkI'er BY CORRIDOR sprinkler system yteu,L 4H-i,H-2,H-3,L All Not Permitted 'l',"' H-4, H-5, L Greater than 30 Not Permitted, 1, Ad, B, F, M, S, U Greater than 30 I ' '' - R-3.1, R-4 Greater than 10 Not Per ,,, 1 I-2, 1-2.1,14 Greater than 6 Not Permitted "'1" 1-3, R-2.1 Greater. than 6 Not Permitted I" 'Greater than 10 1 Iii uhoiii v, iih an ,lUiOfl1.II11 I) FI 41,111, 1 fl iL' iLldH_i_' V.1 P L'I I ion hI I 1 ih )&'ilriifl 1 iIi 11,1 Cliii U) IT] dI)i iill,niii CcCl 'i) IcN 2AIil 3. A dead-end corridor 'shall not be limited in length where the1length. of the dead-end corridor is less than 2.5 times the least width of the dead-end corri- dor. 1018.5 Air, movement in corridors. Corridors shall not serve as supply, return, exhaust, relief or ventilation air ducts. Exceptions:. 1. Use of a corridor as a source of,r'iakeup air for exhaust sstems in rooms that ,open directly onto ',For requirements for occupancies in Group 1-2, see ,Siclions 407.2 and such corridors, including toilet rooms, bathrooms, ç 407.3. 'dressing rooms, and janitor closets, shall be permit- 'For a reduction in the fire-resistance rating for occupancies in.Groupl-3, ted, provided that each such corridor is directly sup- see Sections 408.1.2 and 408.8. ' .1 .. Buildings throughout with equipped an automatic spnnkler system in plied with outdoor air at a rate greater than the rate ' acdrdance with Section 903.3.1:1. or 903.3.1.2 where allowed. 1 ' of makeupair taken from the corridor. ' d; (SFMJ See Section 1028. , ' . ' 2. Where locted within a dwelling uñit, the use of cor- 1018.2 Width. The minimum width of corridors specified in ridors for conveying return air shall not be prohib- Table 1018.2 shall be as determined in Section 1005.1. ' ited. , -TABLE 10182 ' ' ' 3 Where located within tenant spaces of 1,000 square MINIMUM CORRIDOR WIDTH , , , ' ' feet (93 m2) or less in area, utilization of corridors OCCUPANCY , , WIDTH (minimum)' Any facilities not listed below , , . ,44 inches .Access to and utilization of mechanical, plumb- 24 inches ing or electrical systems or equipment . With a'required occupancy capacity less than 50 36 inches Within a dwelling unit . ' . 36 inches In Group E with a corridor having a required .". 72 inches capacity of 100 or more, In corridors and areas serving gurney traffic in occupancies where'patients receive outpatient medical care, which causes thepatient to be 72 inches incapable of Of self-preservatioti Group 1-2" in areas where required' for bed , 96 inches movement , ' ' , ' '' ,. - • - Corridors in Group 1-2 and 1-3 occupancies serving any area caring for one or more nonam inches bulatory persons. 1. , ' ' . for conveying return air is permitted. . .4. 'Incidental "air movement from pressurized rooms within health care facilities, provided that the corri- dor is not the primary source of supply or return to the room. { .- 5. For health care facilities under the 'jurisdiction of the Office of-Statewide Health Planning and Devel- opment (OSHPD), see the .California Mechanical Code. ' ' " •'.. 1018.5.1 Corridor ceiling.-Use of the space 'between the ,. corridor ceiling and the-floor or roof-structure above as a return air plenum is permitted for one or more of the fol lowing conditions 'The corridor is not required to be of fire-resistance- ." rated construction; The corridor is separated from .the plenum by fire-: resistance-rated construction' For 51: 1 inch = 25.4 mm. ' ' ' ' ' " ' ' " '.., . . . . . . ' .., The air-handling system serving the corridor is shut — - - - ' ' , '1018.3 Obstruction. The required width of corridor shall be.. ' down upon activation of the air-handling unit smoke unobstructed. . ..,'.'.' , - detectors required. by the California Mechanical Exception: Encroachments complying with 'Section , ' Code;' ' - -- • , ,• ' ' The air-hñdling system serving the corridor is shut I ' 1 1018.4 1)td ends. \\ here 11111 c tli.mn Inc r''h c-ti r. LCL . dl rV I rcr1uii'ud tile cut .ILLC\L S h,111 P ' urrencd 'u.lr h , down upon detection of sprinkler waterfiow where the building is equipped throughout with an auto- thur tlir'ic ate no dciii 211ds in Lurridi line dun 2)) fed , matic sprinkler system; or - I L.. i IO)°t null) ill 1LIi rh . . ' 5. The space between the corridor.ceilingand the floor or roof stricture above the corridor is used as a com- 1. In occupancies in Group 1-3 of Occuàncy Condi- ' ponent of an approved engineered smoke control . tion.2, 3 or 4 (see Section 308.5), the dead end in a - system. corridor shall. not exceed 50 feet (15,240mth). ,JANUARV1,2014 ERRATA , ' 2013 CALIFORNIA.BUILDING CODE I BUFF ATTACHMENT #18 SEPARATION OF HIGH PILED STORAGE AREAS i . . SECTION 3204 " I .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 I specifically designated to contain Class I',.Class 11 Class Ill, 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 I .'based on the highest hazard commodity class stored except as provided in Section 3204.2. . 3204.2 Designation based on engineering analysis. The I designation of a high-piled combustible storagearea, 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 comrnddityhas been I . demonstrated by engineering analysis to be 'adecjtiately'.pro- tected by the automatic sprinkler system provided. The engi- neering analysis shall consider the ability of the sprinkler system to deliver the higher densit' required by the higher I hazard commodity. The higher density shall .be based on the actual storage height of the pile or rack and the minimum .a11owab1e design .area for sprinkler operation as set forth in .the density/area figures provided in NFPA 13. The contigu- ous 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 sprinkler system shall be I ' . capable of delivering the, higher density over a minimum area of 900 square feet (84 m2) for wet pipe systems and 1,200 'I square feet (Ill m2) for dry pipe systems. The shape of the I . 'design area shall be in accordance with Section 903.. SECTION 3205 " I . HOUSEKEEPING AND MAINTENANCE 3205.1 Rack structures. The structural' Integriiy 0f racks shall be maintained 3205 2 Ignition sources Clearance front igiiition sources I 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 I dance with Section 310 3205.4 Aisle maintenance. When restocking is -not being conducted, aisles shall be kept clear of stciiage; waste 'mate- ..I rial and debris. Fire department access dóots,aisland-'exit doors shall not be obstructed. During restockingbpe'rations using manual stocking. methods, a minimum tinobstructed aisle width of 24 inches (610 mm) shall bemaintaihédin 48-- inch (1219 mm) or smaller aisles, and a 'minimum 'tinob- structed aisle width of one-half of the required 'aisle', width ' shall be' maintained. in.aisles greater than'48inchCs (l 219 ' 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.. .3205.5 Pile dimension and height limitations,Pile dimen- sions and height limitations shall comply' with- Section I 3207.3. . 2013 CALIFORNIA FIRE CODE , . • :.' * HIGH-PILED COMBUSTIBLE STORAGE 3205.6 Designation of storage heights. Where required 'by. the fire code official, a visual method of indicating the maxi- mum allowabl 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 featuresfor high-piled storage areas shall be in accordance with 'Sections 3206.2 through3206.10. . 3206.2 Extent. and type of protection. Where required by Table 3206.2, fire detection systems, smoke and heat 'removal, draft curtains and automatic. sprinkler design densi- ties 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 protec- tion 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 requirements. 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. . ' • ' ' 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. .2O(.3,2.1 \ggrcgate ai'ea. Thc ac ul all' j'rl'd '.ki.'' ,1!-u ithrn a harldrrr i ill 1w rrI kr the aj)[)IrLa1ror1 ul lahlc 32()( 2 unlc "iiJr ,iIca arc cici In caLh athur by I ilmll Iiic I'arricr Jar irnrcd ii acurd Icc \I1Ii cuirI 70" Uc ( /iJrrra' Bur/jiny ('aJc Upcnrrras Hi u1i 11cc harcrcr IiaII h g pctcctcd 0' upurirl] prut.clr\c' ha\ Hr a ] ui' Iirc 3206.3.2.2 Muliiciss high-piled storage areas. 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 f2a1ifornia 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 shallbe provided in accordance with Sections 3207, 3208'and 3209. • •, 337