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HomeMy WebLinkAbout1945 KELLOGG AVE; ; CBC2017-0112; Permit(ity of Carlsbad P rintDate: 06/12/2018 Permit No: CBC2017-0112 Job Address: 1945 Kellogg Ave Permit Type: . BLDG-Commercial 'Work Class: Tenant Improvement Status: Closed - Expired Parcel No: , 2120920700 Lot #: Applied: 03/10/2017 Valuation: $ 5,000.00 Reference U: Issued: 03/31/2017 Occupancy Group: Construction Type Permit . . S . Finaled: U Dwelling Units: . Bathrooms: .. Inspector: PBurn Bedrooms: . ' Orig. Plan Check U: - Final Plan Check U: Inspection: Project Title: .. Description:. . ALDILA: HIGH PILE STORAGE RACKS Applicant: Owner: - Co-Applicant: JOHN MARTINEZ - . . G T F PROPERTIES WAREHOUSE SYSTEMS INSTALLATIONS LLC 565 Porter Way . Placentia, CA 92870-6454 P0 Box 919065 5800 Lake Murray Blvd, 94 714-269-8692 SAN DIEGO, CA 92191 La Mesa, CA 91942-2511 - r 619-791-6400 FEE . . AMOUNT. BUILDING PERMIT FEE $2000+ - $70.61 BUILDING PLAN CHECK FEE (BLDG) .. . $49.43 FIRE High Piled Storage $733.00 5B1473 BUILDING STANDARDS FEE - . $1.00 STRONG MOTION-COMMERCIAL $1.40 - Total Fees: $855.44 Total Payments To Date: $ 855.44 Balance Due: $0.00 .Please take NOTICE that approval of your project includes the 'Imposition of fees, dedications, reservations, or other exactions hereafter collectively referred to as 'fees/exaction.' You have 90 days from the date this permit was issued to protest imposition of these S fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file thern protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section .3.32.030. Faihire to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. .,. 5 1• You are hereby FURTHER NOTIFIED that your right to protest the specified fees /exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the . statute of limitation has previously otherwise expired. EXPIRED PERMIT - S PERMIT HASEXPEE IN ACCORDAP4CE SErTION 106,4.4 AS AM 64 DATE-1---- Building- BuilclingDivision - - 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov J IF0LL0WING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: 0 PLANNING ENGINEERING 0 BUILDING 0 FIRE HEALTH HAZMATIAPCD Building Permit Application of 1635 Faraday Ave., Carlsbad, CA 92008 Plan Check No.QiCZO 1 1-0 If Z City Jtf Est. Value -,511 1 , ' Ph: 760-602-2719 Fax: 760-602-8558 Cd Plan Ck. Deposit email: biiildingcarlsbadca.gov Date 3- p -. 11ISWPPP www.carlsbadca.gov JOB ADDRESS .... . SUITE#/SPACE#/UNIT# APN t-L C3 - - - CT/PROJECT # LOT # PHASE B UNITS B BATHROOMS TENANT BUSINESS NAME TYPE 0CC. GROUP I J#OF J#BEDROOMS #LDLA i.-g JC0 , N-STR. DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) r i4er g4<, EXISTING USE . PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS YES [D#. NOE YES OE YESNOE APPLICANT NAME . ' Primary Contact W M4ttTipJ€'t ,. . PROPERTY OWNER (TF F(2&,tTgcJ ADDRESS ,. . . . 5 occ.t vJAl ADDRESS (,565 14 I i'1a4w2 I2e) CITY , STATE ZIP :,"... -.'. . 9z B 7Q CITY STATE ZIP 5-#4iJ Di lb c 4- PHONE . . ?14 Z64. b1 FAX PHONE .,"cr. o?c' FAX EMAIL .• -. . EMAIL rôIlJ(aL Ef4OJcC?E,i$'t/. Cejyj . DESI N PROFESSIONA - '. -TJVZ-A'-. cbp cEP7 £i CONTRACTOR BUS. NAME - uRtEf'f jcTc,A.c IPL177o,c 0 L.L..0 ADDRESS . i- -, 1 15 2-IT A/ ADDRESS . oo "X6 M',?4..4Y &i/D * 19 CITY ,. •'. . ' - STATE - ZIP LA- viu-'C. 9njb CITY STATE ZIP 44 ,flSF4 c-.4- Cu19iZ. PHONE . - . 'o1 'S%, sJ5j FAX ,. - PHONE 01T.,291. FAX EMAIL , •, - , . . .- • EMAIL m4'L.c.cc-Ehuc SJ(1 STATE LIC. B STATE LIC.B CLASS 11 CITY BUS. LICe .. -c Pip ,(Sec. 7031.5 Business and Professions Code: Any City or County w applicant for such permit to file a signed statement that he is licen Business and Professions Code) or that he is exempt therefrom, ar civil penalty of not more than five hundred dollars ($500)). 'hicrr requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the sed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the id the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a . Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: I] 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.'t [I] have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co._- -. .... ' . . . Policy No. Expiration Date This section need not be completed if 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 alifomia. 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 (&100,000), in addition to the cost of compensation, d ag asp ided for in Sectio 706 of the Labor code, interest and attorney's fees. CONTRACTOR SIGNATURE -. . AGENT DATE (hereby affirm that lam exempt from Conhxcfors 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 Contractof 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 sale). [] I, as If, 01 the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors 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 Contractors License Law). [] I am exempt under Section .'. Business and Professions Code for this reason: I personally plan to providethe major labor and materials for construction of the proposed property improvement. IJYes DNo (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 Ihave 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 . 1. Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevenfon program under Sec tons 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. 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 OJ GoDucAWa j - - - I cerlifythatl have read the application and state thatthe above information is coned and that the information on the plans is accurate. I agree to comptywtth all Cityortlinances and State ]am relating to building construction. I hereby authorize impiresenlative of the City of Carlsbad to enter upon the above mentioned properly for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HAPMLESS 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 OSHA permit is required for excavations over 69 deep and demolition or construction of structures over stories is height. - EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permits not commenced within .,l8o days from the date of such permit orif the building orwork authorized by such permit is suspended orabandonedat any time after the work is commenced for a period of 180 days (Section 106,4.4 Uniform Building Code). ,.APPLICANT'S SIGNATURE - -. DATE . - .. .- STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. ./ Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CERTIFICATE OF OCCUPANCY .[Comm ercia l.aZIcz. .rnij Fax (760) 602-8560, Email buiIdingcarIsbadca.Qov or Mail the completed torn, to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) CONTACT NAME , , OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE . ZIP CITY STATE ZIP - . . Carlsbad CA PHONE EMAIL ,- , - OCCUPANT'S BUS. LIC. No. DELIVERY OPTiONS - 0 PICK UP: o CONTACT (Listed above) o OCCUPANT (Listed above) cr CONTRACTOR (On Pg. i) C3 MAIL TO: o CONTACT (Listed above) or OCCUPANT (Listed above) 0 ASSOCIATEDCB# o CONTRACTOR (On Pg. 0 NO CHANGE IN USE NO CONSTRUCTION O MAIL'! FAXTOOTHER: . , 0 CHANGE OF USE /NOCONSTRUCTION - ..APPLICANTS SIGNATURE ' ( . DATE / . - ,.•_.J• City of 'Carlsbad 11 . tir ,.y. August 16,2017, *VV L Owner/Tenant 1945 KELLOGG AVE .'. ...Carlsbad CA 92008-6582 PERMIT NUMBER 20j77 0 1 121 ISSUE DATE 03/31/2017 RE BUILDING PERMIT EXPIRATION ADDRESS -.• - PERMIT TYPE: BLDG-Commercial, Tenant . Improvement Our records indicate that your building permit will expire by limitation of time on 10/04/2017. V. ,. 1804030 Section 105.5 amended Expiration 'Ever' perniit issued by .the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 calendar days from the - date ôf:such permit, or, if the building or work authorized by such permit is stopped at any time after the work is . commenced for a period of 180 calendar days, or if the building or work authorized by such permit exceeds three calendar, years from the issuance date of the permit. Work shall be presumed to have commenced if the permittee has obtained a required inspection approval of work authorized by the permit by the Building Official within 180 - caleddár days of the date of permit issuance: Work shall be presumed to be stopped if the permittee has not obtained a required inspection approval of work by the Building Official within each 180 day period upon the initial commencement of Work a'uthorized by such permit. • V r Before such workcan be recommenced, a new permit shall be obtained to do so, and the fee therefore shall be ..• - -. one-half the amount required for a new, permit for such work, and provided that no changes have been made or will be made in the original plans and specifications for such work and provided further that such suspension or abandonment has not exceeded one ?ear., In order to renew action on a permit after expiration, the permittee shall pay a new permit fee - • V ) •••- Anpermittee holding an unexpired permit may apply for, an extension of time within which work may commence • under that permit when the permittee is unable to commence work within the time period required by this section . for good and satisfactory reasons. Please check below indicating your intentions and return this letter to us V Project abandoned. A new permit will be obtained prior to commencing work. . Pérnit 180 day extension request, with written explanation including phone number and email .address. Request will not be considered without explanation Renewal permit requested V V,, , VV V • V .7 If the project has been V completed" and only a final 'inspection is needed, please call the inspection request . line at (760) 6022725. :Z, - •• V' • ••V' . ,Vi•V - V •,. V ' V.,., - , • •5,. 5.., .. V V - .7 . . : . • V ' Community & Ec'onomic.Development V V • V V Building Division 11635 Faraday Avenue Carlsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov Permit Type: BLDG-Commercial Application Date: 03/10/2017 Owner: G T F PROPERTIES Work Class: Tenant Improvement Issue Date: 03/31/2017 Subdivision: CARLSBAD TCT#81-46 UNIT#02 Status: Closed - Expired Expiration Date: 10/04/2017 Address: 1945 Kellogg Ave Carlsbad, CA 92008 lVR Number: 2445 Scheduled Date Actual Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 04/07/2017 BLDG-11 019443-2017 Cancelled Paul York Reinspection Complete Foundation/Ftg/Pier s (Rebar) • ', Checklist Item COMMENTS Passed .1 BLDG-Building Deficiency No 04/04/2017 04/04/2017 BLDG-11 018706-2017 Failed-Construction Paul York Reinspection Complete Foundation/Ftg/Pier Change Needed s (Rebar) - Checklist Item COMMENTS Passed - . BLDG-Building Deficiency , No 04/10/2017. 04/10/2017',BLDG-Final' 0I9470-2017 Partial Pass Paul York Reinspection Incomplete Inspection ' Cheóklist Item COMMENTS Passed' - BLDG-Building Deficiency No • BLDG-Plumbing Final , No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 04/12/2017 04/12/2017 BLDG-Fire Final 019685.2017 Passed Dominic Fieri ,, Complete ' - - Checklist Item COMMENTS Passed • FIRE- Building Final - Final for high pile stock Yes • -1 04/13/2017 04/13/2017 BLDG-Final 019825-2017 Cancelled Paul Burnette Reinspection Complete -' Inspection Checklist Item COMMENTS Passed , BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No - ' BLDG-Electrical Final No • i•• - I .June 12,2018 - ' ' Page I of -1. CBC20I7-0112 1945 KELLOGG AVE ALDILA: HIGH PILE STORAGE RACKS $.CRD copy 212092070& 311012017 CBC20I 7-0112 iy.y It "YES" is hecked below that Division's approval is required prior to requesting a Final Building Inspection. If you have any questions please cii the applicable divisions at the phone numbers provided below. After all required approvals are signed off- fax to 760-602-8560, email to bldginspections@carlsbadca.gov or bring in a COPY of this card to: .1635 Faraday Ave., Carlsbad. For Inspeótion times or to speak to an Inspector call 760-602-2700 between 7:30am-8:00am the day of your inspection. Required Prior to { Requesting BuildingT71FinalIILCheckedT?&YES .r-i.i. II iriri 1.14!:4 slim CM&I (Engineering Inspections) f..J;1' NMI Fire Prevention 760-602-4660 Allow 48 hours — . H OF CARLSSD . INSPECTION RECORD Building Division '9 INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB 0 CALI. BEFORE QQjm FOR NEXT WORK DAY'INSPECTI .'El FOR BUILDING INSPECTION CALL: 760-60.2-2725 OR GO TO: .CarIsbadca.gov/BuiIdingANDlCLICK ON 'Request Inspection' ri •-i Type of Inspection Type of Inspection .1uiI,jI[e #11 FOUNDATION . coDF st ELECTRICAL Date #31 D ELECTRIC UNDERGROUND DUFER Inspector - #12 REINFORCED STEEL #34 ROUGH ELECTRIC . * #66 MASONRY PRE GROUT #33 0 ELECTRIC SERVICE 0 TEMPORARY OGROUT DWALL DRAINS #35 PHOTOVOLTAIC #10 TILTPAF1ELS .•- . . #53 ELEC/CONDUIT/WIRING .#11. POUR STRIPS . . #39 FINAL 411 COLUMN FOOTINGS #14 SIJBFRAME 0 FLOOR .0 CEILING . . #41 UNDERGROUND DUCTS & PIPING. #15 ROOFSHEATHING . - #44 0 DUCT&PLENI.JM 0 REF. PIPING __________ . #13 EXT. SHEAR PANELS . . . #43 HEAT-AIR COND. SYSTEMS #16 INSULATION . . - . #49 FINAL -- ___________ • .#18 EXTERIOR LATH'. - . .- #17 INTERIOR LATH & DRYWALL . #81 UNDERGROUND (11,12,21,31) ;#51 POOLEXCA/STEEL/BOND/FENCE #82 DRYWALL, EXT LATH, GAS TES (17,18,23) #55 PREPLASTER/FINAL #83 ROOF SHEATING, EXTSHEAR (13,15) #19 FINAL . #84 FRAME ROUGH COMBO (14,24,34,44) #22 0 SEWER &BL/CO 0 PL/CO Date Inspector #85 T-Bar (14,24,34,44) #89 FINAL OCCUPANCY (19,29,39,49) #21 -UNDERGROUND DWASTE DWTR IU Date Inspector #24TOPOUT.0WASTE DWrR A/S 'UNDERGROUND VISUAL #27.TUB& SHOWER PAN . A/S UNDERGROUND HYDRO #23 OGASTEST OGASPIPING A/S UNDERGROUND FLUSH #25 WATER HEATER - ' . A/S OVERHEAD VISUAL #28 SOLAR WATER. . . A/S OVERHEAD HYDROSTATIC - • -, 429 FINAL . A/SFINAL - . F/AROUGH-IN #600 PRE-CONSTRUCTION MEETING F/A FINAL #603 FOLLOW UP INSPECTION • FIXED EXTINGUISHING SYSTEM ROUGH-IN #605 NOTICE TO CLEAN - FIXED EXTING SYSTEM HYDROSTATIC TEST #607 WRITTEN WARNING . . . . FIXED EXTINGUISHING SYSTEM FINAL S #609 NOTICE OF VIOLATION . . MEDICAL GAS PRESSURE TEST VERBALWARNING - • - MEDICAL GAS FINAL CI4fl*nA4O .•-. . - -- - -. EsGil Corporation In cPartnersthp with government for Buz(dng Safety DATE: 3/20/2017 U APPLICANT - JURISDICTION LQit5f Cärlsb4ia—> U PLAN REVIEWER U FILE PLAN CHECK NO.: C2017-0112-"'SET:! -. 5 - PROJECT ADDRESS 1945 Kellogg Ave ;.PROJECT NAME: Storage Racks for Aldila :.The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building 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 T- .ànd 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. Theapplicant's cbpy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. S S - The applicant's copy of the check list has been sent to: 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 e (L7 Email Mail Telephone Fax n Person REMARKS: 1. Fire Department approval is required. 2. City to field verify that the path of travel from the handicapped parking space to the rack area and the bathrooms serving the rack area comply with all the current disabled access requirements - By: David Yao Enclosures: - EsGil Corporation - - LI GA -LI EJ [1 MB LI PC 3/13 5_•, 5 5, -I - -S • 1 - •- - , - - - 19320 Chesapeake Drive, Suite 208 • San Diego California 92123 • (858) 560-1468 • Fax (858) 560-1576 1-1 4 -•-• _ .5 ___•_ 5_ . 5' 51 5- - .5- - - . - - , • . . • . - Jurisdiction Code cb By Ordinance Jv I Bldg Permit Fee by Ordinance 71 Plan Check Fee by Ordinance v T7p-eof Review: Complete Review Repetitiv Fee E Other Repeats Hourly EsGul Fee Comments a - ;__. -i,. .. .- ,.-. '•5 5 :- - - '') . :•. •i.T - - a Ej Structural Only I $70.241* . I $45.661 -1 4 Hr. @ * Sheet of macvalue.doc + • 5-.- City of Carlsbad C2017-0112 - 3/20/2017 (DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: C2017-0112 PREPARED BY: David Yao DATE: 3/20/2017 BUILDING ADDRESS 1945 Kellogg Ave BUILDING OCCUPANCY: - -4,---. 4 BUILDING ' PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) racks per city 5,000 Air Conditioning Fire Sprinklers TOTAL VALUE 5,000 PROJECT ME 'yr i_ C 0A9. 3-17 - ARCHITECT •. TIME ARRIVED TIME DEPARTED ENGINEER • - . c4(J1fI TRAVELTIME . LUNCHTIME CONTRACTOR . jp.4,.,&,) -LL6 - SUB CONTRACTOR INSPECTION ADDRESS ADDRESS OF PROJECT Crkpcy TYPE OF INSPECTION "- 0 BATCH'PLANT 0 MASONRY 0 FIREPROOFING -, 0 CEILING WIRE ' 0- ENGINEERED FILL ,D PT CONCRETE 0 HIGH.STRENGTH BOLTING ANCHOR/DOWEL 0 o FOUNDATION, 0 SHOTCRETE 0 WELDING 0 NDE FIELD 0 O BACK FILL- 0 CONCRETE 0 SHOP WELD 0 ('iDE SHOP 0 DSA/OSHPD/PROJECT: AVAILABLE: SOIL REPORT Y 0 NO SPECS: YO ND APPROVED DOCUMENTS:. APPROVED PLANS YD NO APPROVED SHOP DRAWING YD ND MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): f2. 1J( 1 ett(S - : -i:• . CONTRACTORS EQUIPMENT I MANPOWER USED: -ot s t rt&c..L C4L'rf.4 3Y1(. A C3) AREA,-GRID LINES, PIECES INSPECTED: STRUCTURAL NOTES, DETAIL, OR RFIS USED: I / Sb'— -, :'•. tIi1s teV. REMARKS, INCLUDING MEETINGS: crc •çItc) L 4- rtcu QI(.- . it ply; 4%_ 4 pix 06..3/ f3)1 . J• / I- vrA ejp. ttf np.) rcirj 4A )c.s..-o,J 1 Aid7 REWORK AS PERCENT OF ALL WORK TODAY: . PERCENT PROJECT COMPLETE: .. . :Projet#: - . DAILY INSPECTION DSNCl1YFile#:______________ !mit.#_c3r,-'y Q-3C...0 ti-- tI REPORT DSNOSHPDAPPL#:________________ -' Repot PG OF - DSA/ LEA #: 'Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each tvoe of soecial insoection. on a daily basis Far.h renort shall he rnmnleted nnfi cinnojl hi tho onariol innnh'r - THEWORK WASO WAS NOTD Inspected in accordnce with the requirements of the DSAJOSHPD/PROJECT approved documents. MATERIAL SAMPLING WASD WAS NOTD N/Ac. Performed in accordance with DSNOSHPD/PROJECY'approved documents. 3 . .. . . cc Project Architect - Contractor -, Structural Engineer Building Department DSA Regional Office Owner - School District . .4. ?(DS3 -(A) fjtc'cfr Ct/i .74 THE WORK INSPECTED METIVDIDNOTMEETO The requirements qAe DSIVOSHPD/PROJECT approved documents - Samples taken: Weather:Q.t t.-..r Temp:••) - - 4 !flRt gnatur&Jt Spkial Inspector - - Print Name Certification #: - ..L. CC 2 r 8 71 - Verified by: - :- [1 :MProject#: yrl,.:1! DAILY INSPECTION DSNCITYFfle#:____ Perrn'it#0ftVM_QC. , REPORT DSNOSHPDAPPL#_ Report#_____ PG OF DSA/LEA# Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be istributed immediately. Separate reports shall be preparedfor each type of special inspection, on a daily basis. Each report shall be comIeted and sianed by the sDecial insoecto conductino the insoection. PROJECT IMMF. DATE ARCHITECT TIME ARRIVED . TIME DEPARTED ENGINEER . . .$4c(dJdI,aI Qgc..p.s . TRAVEL TIME . . LUNCHTIME . . . CONTRACTOR 9 . . Ua'464) SUB CONTRACTOR INSPECTION ADDRESS . ADDRESS OF PROJECT . . . TYPE OF INSPECTION ' El BATCH PLANT El ENGINEERED FILL 0 PT CONCRETE El FOUNDATION . 0 SHOTCRETE . ACK FILL ,. 0 CONCRETE El MASONRY. . . El FIREPROOFING . . El 0 I-IIGH.STRENGTH BOLTING ANCHOR/DOWEL .. . El 0 WELDING .. . 0 NDE FIELD . 0. El SHOP WELD . . El NDE SHOP 0 CEILING WIRE DSA/OSHPD/PROJECT: AVAILABLE: . APPROVED DOCUMENTS: APPROVED PLANS Y 0 NO SOIL REPORT Y El NO . SPECS: YE) NO .. . . .. APPROVED SHOP DRAWING YD 'N13 MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAl. TEST REPORTS): . 1r.S .. . CONTRACTORS EQUIPMENT/ MANPOWER USED . 4-oZfit.ct0L cd'L1 VAC4_ . . . . . . .ISL Y_l. __i 44 C,.) _t9 _A-. AREA,-GRID LINES, PIECES INSPECTED: . . . . . . . . . . STRUCTURAL NOTES, DETAIL OR RFIS USED: NJ . . . . . . . . REMARKS, INCLUDING MLEflNGS: . . . -kfo _if/. _V _4.4 crc_..41l&ø1 . . ... .. . _£4. _4-C C.hJj_QI(. Icc*.r _'.pu-_6410- pli. .p - _ i- .... J-rntJ. -io t / 15 4- .AJd . icJ 4& ?tici7. ~ReWORK AS PERCENT OF ALL WORK TODAY: . . PERCENT PROJECT COMPLETE: THE WORK WAS WAS NOT 0 . . Inspected in accorcfance with the requirements of the DSNOSHPD/PROJECT approved documents. . . MATERIAL SAMPLING WAS El WAS NOTD N/Au . . Performed in accordance with DSNOSHPD/PROJECYàpproved documents. cc Project Architect Contractor - Structural Engineer Building Department DSA Regional Office Owner . School District 4 - THE WORK INSPECTED METOPDIDNOTMEETO The requirements e DSA/OSHPDIPROJECT approved documents. Samples taken: . ... Weather. t.tr Temp: 6 '3 gnatur4f SpciaI Inspector Print Name . Certification# Verified by: G o n c epls 'I. Engineering 1815 Wright Ave La Verne Go 91750 Tel: 909-591351 Fox 909-5986 -p - 'Q•• .•,4 • .'. 44' 1 . 4•4 . t - p g Prject Name ALDILA Project' Number: -02817-2LV Date: 03/03/17 Street Address 1945 KELLOGG AVE City/State: CARLSBAD, CA 92008 Scope of Work STORAGE RACK - 4 1: . .. -:- .5'.. -. . 4 CBC20I7-0112 1945 KELLOGG AVE ALDILA: HIGH PILE STORAGE RACKS 2120920700 3/1012017 CBC20I 7-0112 'Structurai ' Concepts . 0,~ Engineering q 1815 Wright Ave La Verne, CA 91750 Tel: 909.596.1351 Fax 909.596.7186 By: ENHAO Project: ALDILA Project #: R-022817-2LV TABLE OF CONTENTS I , ,,: ,- TitlePa ................................................................................................................1 .., Tableof Contents ..................... . ............................................................................... 2 Design Data and Definition of Components ............................................................3 Critical Configuration 4 .-.. I . S S Seismic Loads ' ........................................................................................................5 ,'c.. y.• - , :-•.- to 6 ... •'I' S * Beam ' and Connector .................................................................................................8to9 Bracing io Anchors 5............. ...................................................... .................................................11 IS S. 14 " . 'Base Plate ..............................................................................................................12 1-- Slab on Grade 13 Other Configurations ..:. ...........................................................................................14 . 5*,,. S ' .• 5•5 f . 5 ( --..'-•• ....,S . . -i . - - - p.... S . -5- .- ,. ._5.'•* . •• - .1,,• - ..'• - . . p 45. p - 4 . 5 5... - ...5 41 . . •4 . -'.4 . 5. .5 77, ---. ALblLA TYPE 6-LEVEL , Page 7—of 3/212017' -- '. Structural ,Concepts By: ENHAO Project: ALDILA Project #: R-022817-21-V Design Data 1) The analyses herein conforms to the requirements of the; 2012 IBC Section 2209 2016 CBC Section 2209A ANSI MH 16.1-2012 Spedfications for the Design of Industna/ Steel Storage Racks '2012 RMI Rack Design Manual" ASCE 7-10, section 15.5.3 1ransverse braced frame steel conforms to ASTM A570, Gr.55, with minimum strength, Fy=55 ksi Longitudinal frame beam and connector steel conforms to ASTM A570, Gr.55, with minimum yield, Fy=55 ksi All other steel conforms to ASIM A36, Gr. 36 with minimum yield, Fy= 36 ksi Anchor, bolts shall be provided by installer per ICC reference on plans and calculations herein. - 4) All welds shall conform to AWS procedures, utilizing E70xx electrodes or similar. All such welds shall be performed in shop, with no field welding allowed other than those supervised by a licensed deputy inspector. The existing slab on grade is 5' thick with minimum 3000 psi compressive strength. Allowable Soil bearing capacity is 1000 psf. The design of the existing slab is by others. Load combinations for rack components correspond to 2012 RMI Section 2.1 for ASD level load criteria -. a •I Definition of Components A Column / ,•J. \• Beam : j H Horizontal A Brace Beam to Column Connector ( / '__ Diagonal Brace Frame Height Beam _ Product Spacing ,-i Base Plate and _______ ,j • • :-:-:-:-:-:-:-:-: Anchors / Pa nel Beam Height Length OF- . --- f... Frame .j Depth Front View: Down Aisle Section A: Cross Aisle :. -• . , (Longitudinal) Frame (Transverse) Frame - .•. , . 4. .• IL - • , ALDILA TYPE 6-LEVEL Page 3 of I T 3/2/2017 Seismic Criteria # Bm lvls I Frame Depth Frame Height # Diagonals Beam Length ::::::P Frame Type Ss=1.085, Fa=1.066 6 42 in 192.0 in 1 4 96 in Single Row Cam ponent . . Description STRESS Column • Fy=55 ksi Hannibal IF3013-3x3x13ga P=4075 lb, M=16361 in-lb 0.56-OK Column & Backer None - None None N/A - Beam Fy=55 ksi HMH 41160/4.125" Face x 0.06" thk Lu=96 in Capacity: 4945 lb/pr 0.81-OK 'Beam Connector Fy=55 ksi Lvl 5: 3 pin OK Mconn=10119 in-lb Mcap=15230 in-lb 0.66-OK" .• Brace-Horizontal Fy=55 ksi Hannibal 1-1/2x1-1/2x16ga 0.22-OK - Brace-Diagonal Fy=55 ksi Hannibal 1-1/2x1-1/2x16ga 0.34-OK• Base Plate •' Fy=36 ksi 8x5x3/8 I Fixity= 0 in-lb 0.78-OK ' . Anchor - 2 per Base 0.5" x 3.25" Embed POWERS SDZ ESR 2502 Inspection Reqd (Net Seismic Uplift=3838 lb) 0.95-OK Slab & Soil 5" thk x 3000 psi slab on grade. 1000 psf Soil Bearing Pressure 0.83-OK Level Load** - .. Story Force Story Force Column I Column I Conn. Beam - Per Level Beam Spcg Brace Transv Longit. Axial Moment Moment Connector - ';,l;OOO lb 8.0 in 36.0 in 9 lb 7 lb 6,225 lb 3,120 "# 3,829 "# 3 pin OK 'I. . . truQturaI'-'" 4 Uoncepts -. ngineering 1815 Wright Ave La Verne, CA 91750 Tel: 909.596.1351 Fax: 909.596.7186 By: ENHAO' Project: ALDILA Project #: R-022817-21-V Configuration & Summary: TYPE 6-LEVEL SELECTIVE RACK *-*RACK COLUMN REA r 54"ASDLOAOS . :- • , I AXIAL DL= 225 lb 60" AXIAL U' 6,000/b " / SEISMICALPs—+/- 7,003/b BASE MOMENT= 0 in-lb 192" 130" " 22" 36" _____ • .• L I_ . . 1. - ' - - ____ -f 96" -1' 42" '" . -2' . 1,000 lb. 22.0 in 48.0 in 351b 271b 5,688 lb 6,824 "# 5,924 "# 3 -• 1,000 lb 30.0 in 48.0 in 70 lb 54 lb 5,150 lb 9,105 "# 5,363 "# '4 . "1,000 lb 18.0 in 48.0 in 91 lb 70 lb 4,613 lb 5,222 "# 7,902 "# S . . 41000 lb 60.0 in - . . 598 lb 456 lb 4,075 lb 16,361 "# 10,119 "# 6 ' 4,000 lb ,. 54.0 in ... 832 lb 635 lb 2,038 lb 8,567 "# 4,393 "# :. ,••,, - -; * '' • -. -" '- - -*_ .. ,-&i- = - -.•_'.. . t' I , - , •- : . . 3 pin OK 3 pin OK 3 pin OK - 3 pin OK ' 3 pin OK "4 -• , -, ..: -, Load defined as product weight per pair of beams Total: 1,637 lb 1,248 lb Notes -. - JSE 24160 BEAM © LEVEL 1-4 • -. JSE,:41160 BEAM © LEVEL 5-6" , . -- ALDILA TYPE 6-LEVEL Page q- of 3/2/2017 - tructuraI ' Concepts-. + Engineering 1815 Wright Ave La Verne, CA 91750 Tel: 909.596.1351 Fax: 909.596.7186 By: ENHAO Project: ALDILA Project #: R-022817-21_V Seismic Forces Configuration: TYPE 6-LEVEL SELECTIVE RACK - Lateral analysis is performed with regard to the requirements of the 2012 RMI ANSI MH 16.1-2012 Sec 2.6 & ASCE 7-10 sec 15.5.3 Ss= 1.085 Transverse (Cross Aisle) Seismic Load S1= 0.418 V= Cs*Ip*Ws=Cs*Ip*(0.67*P*Prf+D) 1! !4..Vt Fa= 1.066 a - Cs1=Sds/R Fv=1.582 ' 0.1928 . . Cs-max * ip= 0.1928 Sds=2/3*Ss*Fa= 0.771 :Cs2= 0.044*Sds V= 0.015 . - 1 Sd1=2/3*S1*Fv= 0.441 = 0.0339 Eff Base Shear=Cs= 0.1928 TnSYCFSe Elevation Ca=0.4*2/3*Ss*Fa= 0.3084 . . . Cs3= 0.5*S1/R . . . Ws= (0.67*PLRF1 * PL)+DL (RMI 2.6.2) çrransverse, Braced Frame Dir.) R= 4.0 ,-. • - =0.0523 - . . =8,4901b Ip=1.0 - . Cs-mix= 0.1928 rEtransverse= nsv=Vt= 0.1928 * (450 lb + 8040 Ib) PRF1 1.0 '. Base ShearCoeff=Cs= 0.1928 1,637 lb Pallet Height=hp= 48.0 in t States Level Transverse seismic shear per upright DL per Beam Lvl= 75 lb Level PRODUCT LOAD P P*O.67*PRF1 DL hi wi5hi Fl Fi*(hil.hp/2) 1 ,. . 1,000 lb 670 lb 75 lb 8 in 5,960 9.4 lb 3014 - '2 1,000 lb 670 lb ' 75 lb 30 in 22,350 35.2 lb 1,9014 3 1,000 lb 670 lb 75 lb 60 in 44,700 70.3 lb 5,905 # - . 4 ,. . 1,000 lb 670 lb 75 lb 78 in 58,110 91.4 lb 9,3234 - 5 ' . , 4,000 lb 2,680 lb ' 75 lb 138 in 380,190 598.3 lb 96,9254 6 --4,000 lb ' 2,680 lb 75 lb 192 in 528,960 832.4 lb 179,7984 ' - *-- 'S .5 - S - r • ,, ,.• .,, - •' . . .'............- .4 •,a • '- . . - 5 . 'a '' - d' - , ..- . S... _•' . - -'S. • . sum: P=12000 lb 8,040 lb 450 lb ' W=8490 lb 1,040,270 1,637 lb =294,153 - - '-LongitudirâI (Dowñaisle) Seismic Load . '4. - Level- 'PRODUC LOAD P P*0.67*PRF DL hi wi*hi Fl Front View 1,000 lb 670 lb 75 lb 8 in 5,960 7.2 lb ;2 • . 1,000 lb • 670 lb 75 lb 30 in 22,350 26.8 lb a 5; '3 .. • 1,000 lb 670 lb 75 lb 60 in 44,700 53.6 lb • ,., 4 - • -. 1,000 lb • 670 lb 75 lb 78 in 58,110 69.7 lb 5 4,000 lb - 2,6801b " 751b 138 in 380,190 456.1 lb - -• 4,000 lb 2,680 lb 75 lb 192 in 528,960 634.6 lb 5,; • , •. • • a-_., , • • • . , - - a , - - --S.-. •(S' •S. ..5 -. .- - - S S •••• . - ' . n • .51 S ' 1 , , • -. . S 5 - I. 5 ..5. - 5_,.5 - -. .1 . -• sum: . 8,040 lb 450 lb Wr8490 lb 1,040,270 1,248 lb ;l5 .,,, .. - f ALDILA TYPE 6 LEVEL Page 5 of 3/2/2017 Similarly for longitudinal seismic loads, using R=6.0 - Ws= (0.67 * PLR * P) + DL PR ii Cs1=Sd1/(T*R)= 0.1470 = 8,490 lb (Longitudinal, Unbraced Dir.)R= 50 ' Cs2=0.0339 Cs=Cs-max5lp= 0.1470 T= 0.50 sec "' • " '" Cs3e 0.0348 [E:1.:.gi Vlong= 0.147 * (450 lb + 8040 Ib) Csmax 0.1470 . tudinal-_1,248 lb Umif$esLeveJLongjL seismic gJ,,,-perupright - I - - -p Structurai Concepts' By: ENHAO Project: ALDILA Project #: R-022817-21-V Downaisle Seismic Loads Configuration: TYPE 6-LEVEL SELEC11VE RACK Determine the story moments by applying portal analysis. The base plate is assumed to provide no fixity. Seismic Story Forces Typical &arne made Vlong= 1,248 lb Thbutryarca oftwo columns Vcol=Vlong/2= 624 lb of rackframe" .4- - '.F1=7lb ., Typical Frame made' . F2= 27 lb o twocoumns F3=.541b - L- KT Ea KI ME jF EM L- Ej Ea Eli :EE 96 .. - . . Front Vi Side VJ . Seismic Story Moments . Conceptual System cot - Mbasemax= 0 in-lb <== Default capacity hl-eff= hi - beam clip height/2 Mbase-v= (Vcol*hleff)/2 = Sin Vcol - * = 1,560 in-lb <== Moment going to base Mbase-eff= Minimum of Mbase-max and Mbase-v h2 - = 0 in-lb PINNED BASE ASSUMED . - S - M1-1=[Vcol * hleffl-Mbase-eff - M 2-2= [Vcol-(F1)/2] * h2 = (624 lb * 5 in)-0 in-lb = [624 lb - 13.4 lb]*22 in/2 = 3,120 in lb = 6,824 in lb hi Ihleff Mseis= (Mupper+Mlower)/2 . . . . p Beam to Column Elevation •, Mseis(11)= (3120 in-lb + 6824 in-lb)/2 Mseis(2-2)= (6824 in-lb + 9105 in-lb)/2 = 4,972 in-lb = 7,965 in-lb rho= 1.0000 F77 - . Summary of Forces LEVEL hi Axial Load Column Moment** Mseismic** Mend-fixity - Mconn** Beam Connector . 1.,, 8 in 6,225 lb 3,120 in-lb 4,972 in-lb 498 in-lb 3,829 in-lb 3 pin OK - 2 22 in - 5,688 lb 6,824 in-lb 7,965 in-lb 498 in-lb 5,924 in-lb 3 pin OK '3 30 in 5,150 lb 9,105 in-lb 7,163 in-lb 498 in-lb 5,363 in-lb 3 pin OK ' 4. ' - 18 in 4,613 lb 5,222 in-lb 10,791 in-lb 498 in-lb 7,902 in-lb 3 pin OK - 5 -. 60 in - - 4,075 lb. 16,361 in-lb 12,484 in-lb 1,992 in-lb 10,119 in-lb 3 pin OK - - 6 54 in 2,038 lb 8,567 in lb 4,284 in lb 1,992 in lb 4,393 in lb 3 pin OK '- -, • •.•-, - , . , 4 p - . .-. . . • • 1* - - Mconn= (Mseismic + Mendfixity)*0.70*rho - Mconn-allow(3 Pin)= 15,230 in-lb - - 4. . based on limit states level loading - - - r ALDILA TYPE 6-LEVEL Page of Lf 3/2/2017 Struc"tura'l Concepts Engineering 1815 Wright Ave La Verne, CA 91750 Tel: 909.596.1351 Fax: 909.596.7186 By: ENHAO Project: ALDIL.A Project #: R-022817-21-V Column (Longitudinal Loads) Configuration: TYPE 6-LEVEL SELECTIVE RACK Section Properties Section: Hannibal IF3013-3x3x13ga . 3.000 in Aeff = 0.757 in'2 ly = 0.871 jnA4 Kx = 1.7 X Ix=1.320in4 Sy=0.574inA3 Lx =57.9in Sx=0.8791n"3 . ry= 1.080 in Ky= 1.0 fl _._.1...._1fl 3.000 in 'f. rx=1.320in Fy=55ksi Ly=36.oin L I0.09 I -' - •' f= 1.67 . . Cmx= 0.85 Cb= 1.0 E= 29,500 ksi I 0.75 in - . . Loads Considers loads at level 5 '. COLUMN DL= 75 lb . Critical load cases are: RH! Sec 21 COLUMN PL= 4,000 lb Load Case 5: : (1#0. 105*56s)D + 0.75*(1.4+0.14Sds)*8*p + 0.75*(0.7*rho*E)<= 1.0, ASO Method - " * Mcol='16,360 in-lb axial load coeff.' 0.79167585*P seismic moment coeft 0.5625*Mcol ..' .. Sds= 0.7711 Load Case 6::(1+0.104*Sds)D+(0.85+0.145d5)*g*p#(0.7*rflo*E).c__1.0,A5DMethod 'A 1+0.105*Sds= 1.0810 ' axial load coeff.' 0.67057 seismic momentcoeff: 0.7*Mco/ 1.4+0.14Sds= 1.5080 By analysis, Load case 6 governs utilizing loads as such 1+0.14Sds= 1.1080 '0.85+0.14Sds= 0.9580 • Axial Load=Pax= 1.107954*75 lb + 0.957954*0.7*4000 lb Moment=Mx= 0.7*rho*Mcol B = 0.7000 ' = 2,765 lb = 0.7 * 16360 in-lb f rho= 1.0000 = 11,452 in-lb Axial Analysis KxLx/rx = 1.7*57.9375"I1.3196" KyLy/ry = 1*36/1.08' Fe > Fy/2 = 74.6 . = 33.3 Fn= Fy(1-Fy/4Fe) = 55 ksi[1 55 ksj/(4*52 3 fr)] . Fe= ni2E/(KL/r)max"2 Fy/2= 27.5 ksi = 40.5 ksi * = 52.3ksi ' Pa= Pn/Qc Pn=,Aeff*Fn . cic= 1.92 = 30681 lb/1.92 30,681 lb = 15,980 lb P/Pa= 0.17 > 0.15 Bending Analysis ' •. Check: Pax/Pa + (Cmx*Mx)/(Max*px) 15 1.0 . P/Pao + Mx/Max 15 1.0 Pno= Ae*Fy Pao= Pno/Qc Myield=My= Sx*Fy = 0.757 in 12 *55000 psi = 416351b/1.92 = 0,879 in"3 * 55000 psi = 41,635 lb = 21,685 lb = 48,345 in-lb 'Max= My/of . . Pcr= fl2EI/(KL)maX/¼2 . ,.. = 48345 in-lb/1.67 . . = n1s2*29500 ksi/(1.7*57.9375 in)"2 = 28,949 fl lb = 39,617 lb - - px= {1/[1_(fc*P/Pcr)]}_1 - = {1/[1_(1.92*2765 lb/39617 lb)J}"-1 . = 0.87 . Combined Stresses (2765 lb/15980 lb) + (0.85*11452 in-lb)/(28949 inlb*0.87) = 0.56 < 1.0, OK (EQ C5-1) (2765 lb/21685 lb) + (11452 in-lb/28949 in-lb) = 0.52 < 1.0, OK (EQ C5-2) -- Far comparison, total column stress computed for load case 5/s. 50.0% ' loads 3247. 7758125 lb Axial and M= 8589 in-lb - .• ,• . ., ,*. L. . , ALbiLATYPE 6-LEVEL Page 7 of I1f- 3/2/2017 I tr turaL oncets AN/ ngineering 1815 Wright Ave La Verne, CA 91750 Tel: 909.596.1351 Fax: 909.596.7186 By: ENHAO ZHANG Project: ALDILA Project #: R-022817-2LV BEAM Configuration: TYPE 6-LEVEL SELECTIVE RACK DETERMINE ALLOWABLE MOMENT CAPACITY 2.75 in Check compession flahge for local buckling (B2.1) r1.63 in w= c - 2*t _2*r . = 1.625 in - 2*0.06 in - 2*0.06 in 1 I : 1.385 in 1.625 in wit l=lambda= [1.052/(k)"0.5] * (w/t) * (Fy/E)"0.5 Eq. B2.1-4 _J = [1 052/(4)"O 5] * 23.08 * (55i29500)"O 4.125 in = 0.524 < 0.673, Flange is fully effective Eq. B2.1-1 0.060 in check web for local buckling per section b2.3 I fl(comp)= Fy*(y3/y2)= 50.29 ksi r - . f2(tension)= Fy*(yliy2)= 102.06 ksi Y= f2/f1 . Eq. B2,3-5 Beam= I1MH 41160/4.125 Face x 0.06e thk = -2.029 . Ix= 1.713 inA4 k= 4 + 2*(1Y)fs3 + 2*(1Y) ' - Eq. B2.3-4 Sx= 0.777 iW'3 • = 65.64 Ycg= 2.723 in -flat depth=w= y1+y3 . t= 0.060 in 3.885 in w/t= 64.75 OK Bend Radius=r= 0.060 in l=lambda= [1.052/(k)A0.5] * (wit) * (fl/E)A0.5 .. . Fy=Fyv= 55.00 ksi = [1.052/(65.64y0.5] * 3.885 * (50.29/29500y'0.5 Fu=Fuv= 65.00 ksi = 0.347 . <0.673 Er 29500 ksi - be=w= 3.885 in • b2= be/2 Eq B2.3-2 top flange=b= 1.625 in -. 'bi= be(3-Y) = 1.94 in . bottom flange= 2.750 in - = 0.773 . Web depth= 41 Fy bl+b2= 2.713 in > 1.2825 in, Web is fully effective Determine - effec . t . of cold working on steel yield point (Fya) per section A7.2 11(comp) .•- Fya= C*Fyc+(1C)*Fy , (EQA7.2-1) - Lcorner=Lc= (p/2) *'(r + t/2) . -••, -'.. . . y i 2 0.141 n C=. 2*Lc/(Lf+2*Lc) Lflange-top=Lf 1.385 in = 0.169 in p3 - m= 0.192*(Fu/Fy) - 0.068 ' (EQ A7.2-4) depth . = 0.1590 . . - ' i •: Bc= 3.69*(Fu/Fy)0.819*(Fu/Fy)A2 1.79 (EQA7.2-3) - =1.427 . . . - . . yl since fu/Fv= 1.18 . < 1.2 Ycg 4 . . and r/t= 1 <70K- - then Fyc= BC * Fy/(pjt)Arn . (EQ A7.2-2) - -. f2(tension) p t .• = 78.485 ksi ",Thus, Fya-top= 58.97 ksi (tension stress at top) Fya-bottom Fya*Ycg/(depth -Ycg) yl= Ycg-t-r= 2.603 in . = 114.48 ksi (tension stress at bottom) y2= depth-Ycg= 1.403 in Check allowable tension stress for bottom flange y3= y2-t-r= 1.283 in Lflarige-bot=Lfb= Lbottom 2*r*2*t • h- : . , = 2.510 in • . Cbottom=Cb= 2*Lc/(Lfb+2*Lc) =0.101 b0ttyb= Cb*Fyc + (1Cb)*Fyf •• 57.37 ksi - - & Fya= (Fya_top)*(Fyb/Fyabottom) . * = 29.56 ksi • - ,• .- if F= 0.95 • Then F*Mn=F*Fya*Sx=21.80 in-k -- Strlg4ural UonceiDts Engineering 1815 Wright Ave La Verne, CA 91750 Tel: 909596.1351 Fax: 909.596.7186 By: EM-lAO ZI-1ANG Project: ALDILA V Project #: R-022817-21v BEAM Configuration: TYPE 6-LEVEL SELECTIVE RACK RMI Section 5.2, PT II Section V V V V V Beam= HMH 41160/4.125 Face x0.06" thk V Ix=Ib= 1.713 in'4 2.75 in V V ...Sx 0.777 inA3 V 0 060 in E= 29500 <s r1.63t= In Fy=F= 55 ksi F= 150.0 I' Fu=Fuv=65ks1 V L=96in V V Fya= 59.0 <si Beam Level= 5 1.625 in V • V V • P=Product Load= 4,000 lb/pair V V .. . D=Dead Load= 75 lb/pair 4.125 in V 0.060 in Check Bending Stress Allowable Loads Mcenter=PMn= W*L*W*Rm/8 W=LRFD Load Factor= 1.2*D + 1.4*P+1.4*(0.125)*P RP41 2.2, item FOR DL2%ofPL, V W= 1.599 -p-- .....V VVV VVV ' V V V $1 V Rrn= 1 - [(2*F*L)/(6*E*Ib + 3*F*L)] IlllllllllllllllllllllllllllllllllIllllllllIlllllllllll V V VVV • -- V 1 (2*150*96 n)/[(6*29500 ksl*1 713 IW3)+(3*150*96 in)] - çVS 4 VV V 0.917 V • V ::: V:: -: if Fr 0.95 V Then F*Mn=F*Fya*Sx= 43.50 in-k :• V V V V V . Thus, allowable load . - V lit-•• V • ________________________ per beam pair=W= F*Mn*8*(# of beams)/(L*Rm*W) Beam 43.5 in-ks 8 * 2/(961n * 0.917 * 1.599) Length V 4 VV = 4,945 lb/pair allowable load based on bending stress 13 4 V •VV V.p V V !V V V V • V V V Mend= W*L*(1Rm)/8 V V V V (4945 lb/2) * 96 in * (1-0.917)/8 V: • V V • V V = 2,463 in-lb © 4945 lb max allowable load V = 1,992 in-lb © 4000 lb imposed product load V V 2. Check Deflectio,i Stress Allowable Loads V Dmax= Dss*Rd V.' Rd= 1- (4*F*L)/(5*F*L + 10*E*Ib) Allowable Deflection= 180 V = 1 - (4*150*96 in)/[(5*150*96 in)+(10*29500 ksi*1.713 in"4)] = 0.533 in V - V = 0.900 in Deflection at imposed Load= 0.431 in - V if Dmax= L/180 Based on 4/180 Deflection Criteria . and Dss= 5*W*LA3/(384*E*Ib) V V L/180= 5*W*LA3*Rd/(384*E*Ib*# of beams) V VV V V ,solving for W yields, V - • V V V VW= 384*E*I*2/(180*5*LA2*Rd) - V4 = 384*1.713 in4*2/[180*5*(96 in)A2*0.9) Ar = 5,199 lb/pair allowable load based on deflection limits VThis, based on the least capacity of item 1 and 2 above: V V Allowable load= 4,945 lb/pair V V ' V • Imposed Product Load= 4,000 lb/pair Beam Stress= 0.81 Beam at Level V c. . .' - neiiinoprinn 1815 Wright Ave La Verne, CA 91750 Tel: 909.596.1351 Fax: 909.596.7186 By: ENHAO Project: ALDILA Project #: R-022817-2LV 3 pin Beam to Column Connection TYPE 6-LEVEL SELECTIVE RACK The beam end moments shown herein show the result of the maximum induced fixed end monents form seismic + static loads and the code mandated minimum value of 1.5'Vo(DL+PL) Mconn max= (Mseismic + Mendtixity)*O.7O*Rho !' -d---- rho= i:0000 in-lb Load at level 5 I - P3 7 1/2 i . -. -: Connector Type= 3 Pin ,Shear Capacity of Pin • .: - Pin Diam= 044 in Fy= 55,000 psi Ashear (0.438 in)A2 * Pi/4 . = 0.1507 in A2 Pshear= 0.4 * Fy * Ashear - 0.4 * 55000 psi * 0.1507inA2 . . . .1 = 3,315 lb Bearing Capacity of Pin . tcol= 0.090 in Fu= 65,000 psi Omega= 2.22 a= 2.22 Pbearing= alpha Fu diam * tcol/Omega = 2.22 65000 psi 0.438 in * 0.09 in/2.22 • . -. 2,562 lb < 3315 lb . . . •. Moment Capacity of Bracket . . . Edge Distance=E= 1.00 in Pin Spacing= 2.0 in Fy= 55,000 psi . . ¶ . c= P1+P2+P3 tclip= 0.18 in Sclip= 0.127 in"3 - . =P1+P1*(2.5/4.5)+P1*(0.5/4.5) ='1.667 * P1 . I .4 4e I I .1 • ...Mcap Sclip * Fbending . Cd= Mcap = 1.667 d= E/2 .41 = 0.127in3*0.66* Fy = 0.50 in = 4,610 in-lb ;- ¶1. 1. •• • . ' . '. Pclip= Mcapf(1.667 * . - •,.• = 4610.1 in-lb/(1.667 * 0.5 in) . • Thus, P1= 2,562 lb • = 5,531 lb . . Mconn allow= [P1*4 5 +P1*(2 5 /4 5 )*2 5 +P1*(0 5 /4 5 )*0 5 ] ¼ . • . = 2562 LB*[4.5+(2.5/4.5)*2.5+ (0.5/4.5')*0.5] . - = 15,230 in lb > Mconn max, OK - , '1'.' •- - . -.• LDILA PE 6-LEVEL • . Page of 3/212017 • - S - - - •Otructural - . 'C oncepts Loncepts -. . ngineering - 1815 Wright Ave La Verne, CA 91750 Tel: 909.596.1351 Fax: 909.596.7186 By: ENHAO Project: ALOILA Project #: R-022817-2LV Transverse Brace . Configuration: TYPE 6-LEVEL SELECTIVE RACK Section Properties Diagonal Member= Hannibal 1-1/2x1-1/2x16ga Horizontal Member= Hannibal 1-1/2x1-1/2x16ga Area= 0.273 inA2 _1.500 in Area= 0.273 in A? 1 500 ,-. r min= 0.496 in - . . . I r min= 0.496 in - 1.500 Fy= 55 1 ,000 psi 1i f Fy= 55,000 psi •. - . . K=,1.0 1.500 in K= 1.0 ~c= 92 .4J 0.250 in -J J._o 250 Frame Dimensions - .... - Bottom Panel Height=H= 48.0 in Clear Depth=D.B*2= 36.0 in . Frame Depth=D= 42.0 in X Brace= NO Column Width=B= 3.0 in rho= 1.00 Diagonal Member , J Load Case 6.: (1jQJDd5 7TV #O.14S*P+ 10.7*rho*EJ< 14 ASD Method 4 0 . .Vtransverse= 1;6371b '. . . . Vb Vb=Vtransv*0.7*rho= 1637 lb * 0.7 * 1 - (kl/r)= (k * Ldiag)/r mm = 1,146 lb -, : = (1 x 55.3 in /0.496 in * . Ldiag= [(DB*2)A2 + (H6")A2]A1/2 . = 111.5 in Idiag =55.3 in Fe= piA2*E/(kl/r)A2 / / H ;-• - . Pmax= V*(Ldiag/D) * 0.75 . . = 23,419 psi / / Pmax •. . .- 1,132 Ib axial load on diagonal brace member Since <9'/2, 3 ., . Pn=AREAFn . Fn= Fe . 0.273 InA2 * 23419 psi = 23,419 psi Typical Panel • = 6,393 lb Configuration .-- •1 - r. - -..• Pallow= Pn/Q Check End Weld 6393 lb /1.92 - Lweld= 3.0 in - '- 3,330 lb Fu= 65 ksi .. - - . - . tmin= 0.060 in Pn/Pallow= - 0.34 <= 1.0 OK Weld Capacity= 0.75*tmin*L*Fu/2.5 - - •- - • = 3,510 lb OK 'Horizon'tal brace • . .' VbVtransv*0.7*rho= 11146 lb . - • . - . . * . - -' a. - _ • . • '. - •• •-• - (klfr)= (k * Lhoriz)/r min Fe= pI 2*E/(kl/r)A2 Fy/2= 27,500 psi - .. =,(1 x 42 in) /0.496 in = 40,584 psi • •. - • . = 84.7 in Since Fe>Fy/2, Fn=Fy*(1 fy/4fe) Pn= AREA*Fn Pallow= Pn/§k - =36,366 psi = 0.273in2*36366 psi = 9928 lb /1.92 = 9,928 lb = 5,171 lb Pn/Pallow= 0.22 <= 1.6 OK -•- ,,•. .• - *• - *. -- . . • . •-. ALDILA TYPE 6 LEVEL Page to of '-f- 3/2/2017 - V •- 1,256 lb I , Net Seismic Uplift= Anchor . Check (2) 0.5" x 3.25". Embed POWERS SD2 anchor(s) per base plate. special inspection is required per ESR 2502. Pullout Capacity=Tcap= 1,961 lb L.A.City Jurisdiction? NO Tcap*Phl= 1,961 lb Shear Capacity=Vcap= 2,517 lb . Phi= 1 Vcap*Phi= 2,517 lb Fully Loaded: - ., ' (1919 lb/1961 lb)-1 + (409 lb/2517 lb)-1 = 1.14 <= 1.2 OK Top Level Loaded (628 lb/1961 lb)^l + (192 lb/2517 lb)-1 = 0.40 <= 1.2 OK ALDlLA TYPE 6-LEVEL. • : Page j of ('-f-3/2/2017 +- Fully Loaded Rack h=H+hp/2= 216.0 in Load case l: - - Movt= E(Fi*hi)*E*rho Mst= Wstl * Df/2 T= (Movt-Mst)/Df = 294,153 in-lb ' . = 6331 lb * 42 in/2 = (294153 in-lb - 132951 in-lb)/42 in - . = 132,951 in-lb = 3,838 lb Net Uplift per column ..:. -' , .•• I, • • - I Net Seismic Uplift= 3,838 lb Top Level Loaded Only Load case 1: Q V1=Vtop= Cs * Ip * Ptop >= 350 lb for H/D >6.0 Movt= [V1*h + V2 * H/2]*0.7*rho = 0.1928." 4000 lb 122,436 in-lb = 771 lb ... . T= (Movt-Mst)/Df Vleff= 771 lb , 'Critical Level= 6 = (122436 in-lb -69693 in-lb)/42 in *2' ,V2VDL Cs*Ip*D . . Cs9p= 0.1928 = 1,256 lb Net Uplift per Column ' • ='871b - Mst= (0.74578*D + 0.74578*Ptop*1) * 42 in/2 • = 69,693 in-lb • 4. • -• . - " •-.+ % p. ' - .• •-- - •. -•- •. ', t_,•_ .• -• -S. - - -I .. ,, •.•- V. -. . • • V • •' .- Structural, Concepts Engineering 1815 Wright Ave La Verne, CA 91750 Tel: 909.596.1351 Fax: 909.596.7186 By: EM-lAO Project: ALDILA Project #: R-022817-21-V Single Row Frame Overturning Configuration: TYPE 6-LEVEL SELECTIVE RACK - Loads Critical Load case(s): 1)RMI Sec 2 2, item 7 (0 9 0 25ds)D + (0 9 0 20Sds)*B*Papp E*rho hp 0 • + j - Sds= 0.7711 .7 v I - - ' Vtrans=V=E=Qe= 1,637 lb (0.9-0.2Sds)= 0.7458 . DEAD LOAD PER UPRIGNT=D= 450 lb . (0.9-0.2Sds)= 0.7458 PRODUCT LOAD PER UPRIGHT=P= 12,000 lb 6= 1.0000 H h -, Papp=P*0.67= 8,040 lb rho= 1.0000 Wst LC1=Wst1=(0.74578*D + 0.74578*Papp*1)= 6,331 lb ,. , . , ' Frame Depth=Df= 42.0 in T - Product Load Top Level, Ptop= 4,000 lb Htop-lvl=H= 192.0 in DLfLvl= 75 lb' # Levels= 6 f'' = Seismic Ovt based on F, E(Fi*hi)= 294,153 in-lb ' # Anchors/Base= 2 height/depth ratio= 4.6 in ho= 48.0 in SIDE ELEVATION : .: Concepts . 4EE~a~gw E z oy ngineerin 9 1815 Wright Ave La Verne, CA 91750 Tel: 909.596.1351 Fax: 909.596.7186 By: ENHAO Project: ALDILA Project #: R-022817-21-V Base Plate Configuration: TYPE 6-LEVEL SELECTIVE RACK Section 4— a 0 P Baseplate= 8x5x3/8 Eff Width=W = 7.00 in a = 2.50 in Mb Eff Depth=D = 5.00 in Anchor cc. =2*a=d = 5.00 in T __________ Column Width=b = 3.00 in . N=# Anchor/Base= 2 b i..- L Column Depth=cic = 3.00 in Fy = 36,000 psi I—fi L=2.00in Plate Thickness=t = 0.375 in Downaisle Elevation Down Aisle Loads Load Case 5: : (1+0.105*5d5)D + 0.75*f(1.4i0.145ds)*B*P + 0.75*10.7*rho*E/c__1.0, ASO Method COLUMN DL= 225 lb Axial=P= 1.0809655 * 225 lb + 0.75 * (1.507954 * 0.7 * 6000 lb) . COLUMN PL= 6,000 lb . = 4,993 lb . Base Moment= 0 in-lb . Mb= Base Moment*0.75*0.7*rho 1+0.105*Sds= 1.0810 = 0 in-lb * 0.75*0.7*rho • : 1.4+0.145ds= 1.5080 = 0 in-lb Eff( B= 0.7000 Axial Load P = 4,993 lb Mbase=Mb = 0 in-lb Effe • ' Axial stress=fa = P/A = P/(D*W) . M1= wLA2/2= fa*LA2/2 .. = 143 psi . = 285 in-lb • 4 -. Moment Stress=fb = M/S = 6*Mb/[(D*B21 Moment Stress=fb2 = 2 * fb * L/W - •: = 0.0 psi = 0.0 psi Moment Stress=fbl = fb-fb2 - M2= fb1*L\2)/2 = 0.0 psi = 0 in-lb * M3 = (1/2)*fb2*L*(2/3)*L = (1/3)*fb2*Lfs2 Mtotal = M1+M2+M3 . =01n-lb . . = 285 in-lb/in S-plate = (1)(t"2)/6 Fb= 0.75*Fy - . •-. 0.023 inA3/in = 27,000 psi .fb/Fb Mtotal/[(S-plate)(Fb)J Fp= 0.7*Fc = 0.45 OK = 2,100 psi OK . Tanchor = (Mb(PLapp*0.75*0.46)(a))/[(d)*N/2] Tallow= 1,961 lb OK -3,166 lb No Tension Cross Aisle Loads ASDAkffiod Check uplift load on Baseplate .., - . Check uplift forces on baseplate with 2 or more anchors per RMI 7.2.2. : • 4- Pstatic= 4,993 lb Mien the base plate configuration consists of two anchor bolts located on either side - f the column and a net uplift force exists, the minimum base plate thickness Movt*0.75*0.7*rho= 154,430 in-lb Pseismic= Movt/Frame Depth shall be determined based on a design bending moment in the plate equal Frame Depth= 42.0 in = 3,677 lb to the uplift force on one anchor times 1/2 the distance from P=Pstatic+Pseismic= 8,670 lb the centerline of the anchor to the nearest edge of the rack column * - b =Column Depth= 3.00 in • T - - Ta ' L =Base Plate Depth Col Depth= 2.00 in - T. MA. fa = P/A = P/(D*W) M= wL"2/2= fa*L'2/2 b p -. = 248 psi ' = 495 in-lb/in Elevation . S . ,*• .• . Uplift per Column= 3,838 lb • - Sbase/iñ = (1)(tA2)/6 Fbase = 0.75*Fy Qty Anchor per BP= 2 - - = 0.023 inA3/in = 27,000 psi Net Tension per anchor=Ta= 1,919 lb - - . * c= 2.00 in fb/Fb = M/[(S-plate)(Fb)] - Mu=Moment on Baseplate due to uplift= Ta*c/2 = 078 OK = 1,919 in lb :• . • . . Splate= 0.117 inA3 S [fb/Fb1*0.75= 0.455 OK 4 5 - • .5 .4 •1• . . '_ • - • ;. ; . r - 1ALDILA TYPE 6-LEVEL - - Page (2.. of 1 1-f 3/2/2017 S • - I-- StrIuctural - S Concepts - - Engineering 1815 Wright Ave La Verne, CA 91750 Tel: 909.596.1351 Fax: 909.596.7186 By: ENI-fAO Project: ALDILA Project#: R-022817-2LV Slab on Grade Configuration: TYPE 6-LEVEL SELECTIVE RACK ... Concrete fc= 3,000 psi slab D Fb lab=t= 5.0 in Cross teff= 5.0 in .,,."tllllfflhllltllllllllilllllllllllliilililfltiliiiiiliiliiffluilliilMiMMiitiiiiiil I -----Aisle 06 * H H c J - B ft oil= 1000 PSI` L Down Aisle Movt= 205,907 in lb SLAB ELEVATION , , --• •::.'- Frame depth= 42.0 in Baseplate Plan View Sds= 0.771 •. ' Base Plate • 0.2*Sds= 0.154 Effec. Baseplatewidth=B= 7.00 in. . width=a= 3.00 in 2= 0.600 Effec. Baseplate Depth=D= 5.00 in S depthb 3.00 in 13B/D 1.400 - .. .• .. midway dist face of column to edge of plate=c= 5.00 in F 'CA 0.5= 54.80 psi Column Loads . midway dist face of column to edge of plate=e= 4.00 in - DEAD LOAD=D= 225 lb per column . Load Case 1) (1.2+0.2Sds)D + (1.2+0.2Sds)*B*P+ rho*E RMI SEC 2.2 EQTN S unfactoredASD load = 1.35422*2251b+ 1.35422*0.7*60001b+ 1*4902 lb . PRODUCT LOAD=P= 6,000 lb per column .. = 10,894 lb / zinfactoredAsD load ' - Load Case 2) (0.9-0.2Sds)D + (0.90.2Sds)*B*Papp + rho*E RMI SEC 2.2 EQTN 7 Papp= 4,020 lb per column . .., = 0.74578 * 225 lb + 0.74578 * 0.7 * 4020 lb + 1 * 4902 lb . P-seismic=E= (Movt/Frame depth) . . = 7,168 lb . 4,902 lb per column Load Case 3) 1.2*D + 1.4*P RMI SEC 2.2 EQTN 1,2- + . vnfactoredljth/tstate load , = 1.2*2251b+1.4*6000lb B= 0.7000 , = 8,670 lb rho= 1.0000 . . Load Case 4) 1.2*D + 1.0'P + 1.OE AC18-11SI9.2.l,Eqth9-5 '. Sds= 0.7711 . , . . S. = 11,172 lb 1.2 + 0.2*Sds= 1.3542 " Effective Column Load=Pu= 11,172 lb per column ' i.,.. -0.9-0.20Sds= 0.7458 . Puncture . . . Apunct= [(c+t)+(e+t)]*2*t - '=190.0 in"2 Fpunct1 [(4/3 + 81(3*13)] * , *(FCAO5) fv/Fv= Pu/(Apunct*Fpunct) , = 106.5 psi • - . .,. = 0.672 <1 OK • . ' Fpunct2 2.66 * * (Fc"0.5) '•'..•., 87.5 psi , -- Fpunct eff 87.5 psi . • :. Slab Bending * Pe=DL+PL+E= 11,172 lb ' . . •. 7 Asoil= (Pse*144)/(fsoll) L= (Asoil)A0 5 y= (c*e)0 5 + 2"t = 1,609 inA2 . = 40.11 in = 14.5 in x= (L-y)/2 M= w*x2/2 S-slab= 1*teff'2/6 a. =' 12.8 in , ' = (fsoil*xt52)/(144*2) = 4.17 in"3 , . Fb= 5*(phi)*(fc)Ao.5 , - = 570.7 in-lb fb/Fb= M/(SsIab*Fb) S = 164.32 psi = 0.834 <1,0K 1 _•.' S .- - 5', -• I . 5ALDILATYPE6LEVEL Page (3°fIJ- 3/2/2017 ., , bOO ID 1.0 in 500 lb 12.0 in 4' . 500 lb 18.0 in 5 " ' 500 lb 12.0 in ' .. 1'6 ' '. . 3,000 lb * 18.0 in 7 , • 3,000 lb 58.0 in " . 8 ., ' ..' r 3,000 lb 46.0 in ' 4.O in . 18 lb 14 lb 5,763 lb 5,476 "# 3,354 '# 3 pin OK 48.0 in 26 lb 20 lb 5,475 lb 3,610 '# 3,301 "# 3 pin OK 48.0 in • 38 lb 29 lb 5,188 lb 5,325 "# 3,250 "# 3 pin OK 47 lb . 36 lb 4,900 lb 3,462 "# 3,147 '# 3 pin OK 300 lb 229 lb 4,613 lb 5,033 "# 7,321 "# 3 pin OK 503 lb 383 lb 3,075 lb 12,896 ,'# 7,596 "# 3 pin OK 663 lb 506 lb 1,538 lb 5,819 "# 3,082 "# 3 pin OK • Str 'tura;L . Concepts Engineering 5. 1815 Wright Ave La Verne, CA 91750 Tel: 909.596.1351 Fax: 909.596.7186 By: ENHAO Project: ALDILA Project #: R-022817-2LV Configuration & Summary: TYPE 8-LEVEL SELECTIVE RACK ' **pCK COLUMN REACTIONS a . ASD LOADS 58"I AXJALDL= 300/b AXIAL LL— 5,750 lb 18" I ,, / SEISMIC AXIAL Ps=+/- 6,417/b 48 / BASE MOMENT= 0 in-/b , 192" 192" .. 18" .4, 12" 18 - 96" Seismic Criteria, # Bm Lvls Frame Depth I Frame Height # Diagonals I Beam Length Frame Type Ss=1.085, Fa=1.066 8 42 in 192.0 in 4 96 in Single Row Component Description STRESS Column Fy=55 ksi Hannibal IF3013-3x3x13ga P=3075 lb, M=12896 in-lb 0.41-OK -, Column & Backer None None None N/A Beam Fy=55 ksi HMH 41160/4.125" Face x 0.06" thk Lu=96 in Capacity: 4945 lb/pr 0.61-OK Beam Connector Fy=55 ksi Lvi 7: 3 pin OK Mconn=7596 in-lb Mcap=15230 in-lb 0.5-OK Brace-Horizontal Fy=55 ksi Hannibal 1-1/2x1-1/2x16ga 0.22-OK - Brace-Diagonal Fy=55 ksi Hannibal 1-1/2x1-1/2x16ga 0.33-OK Base Plate Fy=36 ksi 8x5x3/8 ( Fixity= 0 in-lb 0.88-OK Anchor 2 per Base 0.5" x 3.25" Embed POWERS SD2 ESR 2502 Inspection Reqd (Net Seismic Uplift=3320 Ib) 0.842-OK Slab & Soil ,5" thk x 3000 psi slab on grade. 1000 psf Soil Bearing Pressure 0.76-OK Level - .'. Load** Per Level Beam Spcg I Brace Story Force Transv Story Force Longit. Column I Axial Column Moment I Conn. Moment Beam Connector - 500 lb 8.0 in 36.0 in 6 lb 41b 6,050 lb 3,053 "# 3,159 "# 3 pin OK Load defined as product weight per pair at beams Total: 1,601 lb 1,221 lb Notes SE 24160 BEAM @ LEVEL-1-5 'SE 41160 BEAM © LEVEL 6-8 3/2/2017 .4; • -.4 -', -'4 '• 4 ALDILA TYPE 8-LEVEL Page /Lfof /t]. I KLAUSBRUCKNER 4 2495 Truxtun Road Suite 205 AND ASSOCIATES San Diego CA92106 Tel: (619) 677-2004 + Fax: (619) 677-2444 I i. ALDILA I . I. 1945 KELLOG AVE. : CARLSBAD, CA High-Piled Combustible I : Storage Report I ' Rev 1.0 I - February 27, 2017 I I I Rviun C qilirnenis t 1.0 Preliminary research. February 27, 2017 I EK :• DISCLAIMER This report is the l3roperty of Klausbruckner & Associates, Inc. and was prepared exclusively for use by Aldila for the storage & occupancy conditions described in this report. Aldila conditions and operations addressed herein are based on information provided to the report by Aldila. Discrepancies between the information presented herein and actual conditions and conditions presented on plans are the sole responsibility of Aldila. Verification of compliance with the Code requirements and provisions addressed herein is outside the scope of this report. Copies of this report retained by Aldila shall be utilized only by Aldila for the storage and occupancy conditions and the 2016 California Fire Code conditions and requirements addressed in this report. This report shall not be used for the purpose of construction for this I project or any other project or for any other purpose. ev 1.0—Aldila Page KLAUSBRUCKNER '45 Kellog Ave, Carlsbad, CA AND ASSOCIATES I .1 Table of Contents I .. 1. SUMMARY TABLE .............................................................................................................................. 1 I - 2. INTRODUCTION ........... . ...................................................................................................................... 3 .3. BUILDING CONSTRUCTION, DESIGN, AND OCCUPANCIES.................................................4 11 BUILDING CONSTRUCTION& DESIGN ..................................................................................................4 3.2 . OCCUPANCIES .....................................................................................................................................4 4. HIGH-PILED STORAGE REQUIREMENTS ..................................................................................5 I 4.1 AUTOMATIC FIRE SPRINKLER SYSTEM ................................................................................................. 6 4.1.1 Rack Storage ........................ ....................................................................................................... 6 . 4.1.2 Additional Protection Requirements ...........................................................................................6 I '. 4:1.2.1 Extent of Protection ............... .................................................................................................................. 6 4.1.2.2 Protection of Steel Columns - Rack Storage Area .................................................................................. 6 :4123 Fixed Obstructions..................................................................................................................................6 4.12.4 Ceiling Slopes .................. ....................................................................................................................... 7 4:1.3 Offices [Outside the Scope].........................................................................................................7 4.1.4 . Remainder of the Facility ............................................................................................................. 7 4.2 . ALARM/MONITORING ..........................................................................................................................7 I 4.3 BUILDING ACCESS — DOORS &ROADS ................................................................................................7 4.4 SMOKE AND HEAT VENTS ....................................................................................................................8 4.5 DRAFT CURTAINS ................................................................................................................................8 4.6 PORTABLE FIRE EXTINGUISHERS .........................................................................................................8 I 4.7 AISLE WIDTHS .....................................................................................................................................9 4.8 HOUSEKEEPING & MAINTENANCE .......................................................................................................9 4;9 FLUE SPACES .......................................................................................................................................9 I . 5. MEANS OF EGRESS .......................................................................................................................... 10 5.1 . OFFICES[BOCCUPANCY] ..................................................................................................................10 5.2 MANUFACTURING/PACKAGING [F-i OCCUPANCY] .................... ........................................................10 I;. . 5.3 STORAGE [S-1 OCCUPANCY] ............................................................................................................... 10 5.4 OTHER AREAS..........10 .. .6. EXPOSURES ....................................................................................................................................... 11 1 6.1 OCCUPANCY SEPARATION ..................................................................................................................11 6.2 SEPARATION OF HIGH-PILED STORAGE AREAS ................................................................................ ii .• 6.3 ALLOWABLE AREA AND SIDEYARDS ................................................................................................... 11 1 . '7• 'C9NCLUSION ..................................................................................................................................... 12 8. APPENDIX A: ATTACHMENTS ...................................................................................................... 13 1. •• .. ., '' . . . Rei 1.0—Aldila KLAUSSRUCKNER . Page 1945 KellogAve, Carlsbad, CA )AND ASSOCIATES I. •-. •-.•' Topic CODE SECTION CRITERIA/REQUIREMENTS Construction Type Architectural Plans VB. Existing. No proposed changes. Approximate Architectural Plans Aldila Total: 24,512 ft2 (B/F-i/S-1) Square Footage Warehouse/High Piled 2,243 ft2 (S-i) Offices 10,459 112 (B)* Remainder 11,810 ft2 (F-i) • *First and Second Floor Occupancy CBC Section 302, Aldila Suite: 304, 306, 311 Offices, Manufacturing, etc.: F-i/B - Warehouse: S-i CBC Table 508.4 Occupancy separation is not required between sprinklered B, F-i, and S-i. Other than the Warehouse, remainder of the facility is outside the scope of this report. Storage CBC 3203.1, . Class I-lI: Golf Shafts Cartoned and Exposed, Commodity 3203.2, 3203.3, . Encapsulated and unencapsulated. Encapsulated includes 3203.4 wax/plastic coated boxes if applicable. Class III: Cardboard Boxes & Empty Tubes, • NFPA 13, Section unencapsulated* 3.9.1.11 The overall warehouse is classified as Class II Commodities, • Encapsulated & Class Iii Unencapsulated. *NOTE: Aldila agrees not to store any products on plastics pallets and not to storage any flattened cardboard boxes or empty tubes if encapsulated. Automatic CFC 3208.2, Table Rack Storage Area: Class II Cartoned, Encapsulated Sprinkler 3206.2 Maximum Storage Height: 20'-0" Protection Maximum Ceiling Height: <26'-O" NFPA-13 [2016] 0 Aisle Widths: >8'-O" Sections 3.9.3.7.1, Single and Double row racks 3.9.3.7.4, 3.9.3.7.7 Open shelves? 50% open Ceiling Sprinkler Design Required: • .• • Control Mode Density Area (CMDA), high temperature NFPA- 13 Sections (286°F), upright or pendant sprinklers, K-Factor NA 8.5.6.1, 12.6.4, E Design density of 0.45 gpm/ft2 over 2,200 ft2 remote area • 12.8.6, 16.2.1.3.1, In-Rack Sprinklers: Not required. 16.2.1.3.2, Tables Maximum coverage area 100 ft2 • 8.6.2.2.1(d), 12.8.6, Maximum spacing between sprinklers 12'-0" 16.2.1.3.2, Figures Minimum 18" clearance from deflector to top of storage • 16.2.1.3.2(e) Curve Hose allowance of 500 gpm E,. - . See Section 4.1.2 for additional requirements. • .; . Existing ceiling 'sprinkler system design of 0.45/3000 meets NFPA-i 3 [2016] these criteria. No overhead upgrades required. Section A.5.2 • Fig. 11.2.3.1.11 Offices Table 11.2.3.1.2 • Offices [Not Within the Scope]: * • Light Hazard Occupancy 0.1/1500; 100 gpm hose demand w/ duration of 30 mm. Smoke and Heat CFC Table 3206.2 Not required for storage of Class I-IV when high piled storage I •. Rev 1.0—Aldila ' ' Page 1 1945 Kellog Aye, Carlsbad, CA NO ASSOCIATES 'I . '.• ., • Topic CODE SECTION CRITERIA/REQUIREMENTS Vents area is <12,000 sq ft and building is fully sprinklered. Flues CFC 3208.3 & Single Row Racks: 3" Transverse flue space required. Table 3208.3 Double Row Racks: 3" Transverse flue space required at least even' 10 feet when no longitudinal space is provided and where storage does not exceed 25' in height. Draft Curtains CFC Table 3206.2 No longer required by CFC Chapter 32. Building Access & CFC Sections 503.1 Access doors not required for storage of Class I-IV when Doors high piled storage area is <12,000 sq ft and building is fully sprinklered. Access roads are required. - . There are currently three doors along the plan North of the Storage Area and three doors along the plan south of the Storage Area 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" are required in sprinkler buildings with high-piled storage. - Aldila agrees to maintain a minimum of 8'-0" aisle widths based on the fire sprinkler design. CFC 32.06.9.3 Dead-end aisles shall not exceed 50 feet in length. NOTE: Any floor/palletized storage cannot obstruct the minimum width of the aisles. Alarm/Monitoring- CFC 903.4 All valves controlling the water supply for automatic sprinkler systems and water-flow switches on all sprinkler systems (if serving more than 6 sprinklers) shall be electrically supervised by a listed fire alarm control unit. Fire Extinguishers CFC 906.1 & 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 HazlMáterials 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-,,-- I I. . .-. . 1. -. •• I I t 1. I .. H I .. I. I.... I. 1. - -S -. I Rev 1.0 -A Idda KLAUSSRUCKNER Page 2 1945 Kellog Ave, Carlsbad, CA ,. 2. Introduction I ' The following is a high-piled. cbmbustible storage code compliance report for Aldila, I . located at 1945 Kellog Ave., Carlsbad, California. This report is intended to help both the owners and the fire department in expediting plan I . . review and effectively determine the requirements necessary to meet the Fire Code. This report is based on the 2016 Editions of the California Fire Code and the Building Code, the ,,. 2016 Edition of NFPA-13, Standard for the Installation of Sprinkler Systems. I 1 I I H . I : i I Rev JO —Aldila Page 3 KLAUSBRUCKNER 1945 Kellog Ave Carlsbad CA I USE . OCCUPANCY APPROXIMATE AREA SQ. FT. Aldila Total • B, F-i, S-i 24,512 Warehouse . 5-1 2,243 Offices [1s'& 2nd Floor] B. 10,459 Remainder • F-i 11,810 Total Building B/S-i/F-1 j 24,512 3. Building Construction, Design, and .::Occupancies I 3.1 Building ConstructiOn & Design Aldila will occupy an existing 19,090 ft2 building in its entirety. The building is existing. I No expansion or structural modification to the building is planned at this time (Attachment 3.2 Oöcupancies I The facility is proposed as a warehouse; manufacturing, and office space. Single and Double-Row Rack storage with open shelves and minimum 8'-0" aisles are I • • proposed. Aldila will be classified os'erall as a B/F-1/S-1 Occupancy, as defined by CBC 304-3 11 (Attachment #2) 1 4-'High-Piled Storage Requirements .The commodities are Class III &. Class II [Encapsulated] stored cartoned on grated/open shelving in single and double row racks. The overall commodity classification per CFC 1 Section 3203.1 through 3203.7.1 is designated as Class III & Class II [encapsulated] (Attachment #3). Products . Method of Storage Cartoned? Encapsulated Commodity (Attachment #3) Storage Height Class Golf Shafts Rack 20'-0" Yes Yes* & No II Flattened Cardboard Bxes & Empty Rack 201-0" Yes No III Tubes* 1 *Aldila agrees not to store any products on plastics pallets and not to storage any flattened cardboard boxes or empty tubes if encapsulated. '. I Encapsulated includes coated boxes if applicable Per CFC 3204.1 (Attachment #4), a high-piled combustible storage area shall be based on I the highest hazard commodity class stored except as provided in Section 3204.2. The 'highest commodity stored in this building is Class III and Class II [Encapsulated]. I Based On Table 3206.2 (Attachment 45), the following fire protection requirements will be provided by Aldila to meet the requirements of CFC Chapter 32. I I I Rev 1.0—Aldila , ' Page 5 KLAUSSRUCKNER 1945 kellog Ave, Carlsbad, CA - ') 1 4.1 Automatic Fire Sprinkler System I .. 4. 1.1 Rack Storage The following requirements are based on NFPA-13 (2016 Edition) (Attachment #6): I Commodity Stored: Class II, Cartoned, Encapsulated [Worst Case] Storage Type: Single and Double Row Racks I :Type of Shelving: Grated/Open; >50% Open Aisle Widths: ? 81-0" Maximum Storage Height: < 201-0" I .• Maximum Ceiling Height: < 261-07 Ceiling Sprinkler: Control Mode Density Application (CMDA) upright I . or pendent ceiling sprinklers; minimum design 0.45 gpmlft2 over 2,200 ft2 remote area; maximum coverage area 100 ft2; minimum spacing 8'-0" : between sprinklers; maximum spacing 12'-O" between sprinklers; minimum 18" clearance from deflector to top of storage; hose allowance 500 gpm Existing ceiling sprinkler system design of 0.45/3000 meets these criteria. No overhead I upgrades required. 4.1.2 Additional Protection Requirements 4.1.2.1 Extent of Protection 1 : Per CFC 3206.2 and NFPA-13 Section 12.3 (Attachment #7), the extent and type of ;protection (including automatic sprinkler design densities) shall extend the lesser of 15 feet :I beyond the high-piled storage area or to a permanent partition. • '.4.1.2.2 Protection of Steel Columns - Rack Storage Area ' Per CFC 3208.4 and NFPA-13 Section 17.1.4.1(4) (Attachment #7), where fireproofing of building columns is not provided and storage heights are in excess Of 15 ft, protection of building columns within the rack structure or vertical rack members supporting the R. • building shall be protected b by. sidewall sprinklers at the 15 ft elevation, pointed toward one side of the steel column. I, . • .4.1.2.3 • Fixed Obstructions • : Per NFPA-13 Sections 8.5.5.3.1 (Attachment #7), fire sprinklers are not required under fixed obstruction unless their width is in excess of 4 ft Additional obstruction requirements shall I • . comply with NFPA 13, 2016 Edition. • • Rev 1.0—A Idila • • Page 6 KLAUSBRUCKNEIR 1945 Kellog Ave, Carlsbad, CA • AND AssocIATES . 4.1.2.4 Ceiling Slopes Per NFPA-13 Section 12.1.2 (Attachment #7), the sprinkler system criteria specified are intended to apply to buildings with ceiling slopes not exceeding 2 in 12 (16.7 percent) I 4.1.3 Offices [Outside the Scope] The following requirements are based on NFPA-13 (2016 Edition) (Attachment #8): CFC Occupancy Classification: B . NFPA 13 Occupancy: Light hazard Design Density Proposed: 0.1/1,500 Hose Stream: 100 gpm for combined inside & outside hose Ii• 4.1.4 Remainder of the Facility Unknown and outside the scope of this report. 1 4.2 Alarm/Monitoring Per CFC 903.4 (Attachment #9), valves controlling the water supply for automatic sprinkler systems, pumps, tanks, water levels and temperatures, critical air pressures, and water-flow switches on all sprinkler systems (if serving >6 sprinklers) shall be electrically supervised by a listed fire alarm control unit. Alarm, supervisory and trouble signals shall be distinctly different and shall be automatically transmitted to an approved supervising station or, when approved by the fire code official, shall sound an audible signal at a constantly attended location. One exterior approved audible device, located on the exterior of the building in an approved location, shall be connected to each automatic sprinkler system. Such sprinkler water-flow alarm devices shall be activated by water flow equivalent to the flow of a single sprinkler of the smallest orifice size installed in the system. Where a fire alarm system is installed, actuation of the automatic sprinkler system shall actuate the building fire alarm system. Visual alarm notification appliances shall not be required except when required by Section 907. 1-1 4.3 Building Access - Doors & Roads Per CFC Table 3206.2 (Attachment #10), building access is not required for storage of Class I-TV when high piled storage area is <12,000 sq ft and building is fully sprinklered. 11 Per CFC 503.2 (Attachment 410), fire apparatus access roads shall have an unobstructed width of not less than 20 feet, exclusive of shoulders, except for approved security gates in - accordance with Section 503.6,- and an unobstructed vertical clearance of not less than 13 feet 6 inches. The fire code official shall have the authority to require or permit modifications to the required access widths where they are inadequate for fire or rescue 4erati0n5 or where necessary to meet the public safety objectives of the jurisdiction. Fire S 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 Rev 1.0—ANita • Page 7 KLAWSBRUCKNER 1945 Kellog Ave, Carlsbad, CA I I I I I 1, 1.. I 4.6 Portable Fire Extinguishers Per. CFC 906 and 3 206. 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 . ' required turning radius of a fire apparatus access road shall be determined by the fire code official. Dead-end fire apparatus :access roads in excess of 150 feet in length shall be provided with an approved area for turning around fire apparatus. The grade of the fire apparatus access road shall 'be within the limits established by the fire code official based on the fire department's apparatus. The angle of approach and departure for fire apparatus,' access roads shall be within the limits established by the fire code official based on the fire department's apparatus. Access roads are existing and have been previously approved as part of the shell building. 4.4 Smoke and Heat Vents Per CFC Table 3206.2 (Attachment 911), smoke and heat vents are not required for storage of 'Class I-IV when high piled storage area is <12,000 sq ft and building is fully prinkieréd. -4.5',.Draft Curtains . Per CFC Table 3206.2 (Attachment #12), draft curtains are no longer required per CFC Chapter,32. Per CFC Table 906.3(1) & 906.3(2) (Attachment #13), the following is the proposed fire extinguisher type and layout: Storage Areas: ' 4-A:20-B:C @ Travel Distance < 50 Feet The owners agree to comply with the requirements for fire extinguishers. One extinguisher may provide coverage to a maximum of 4000 ft2. Fire extinguisher types and locations will, be provided by the owners or fire extinguisher vendor and approved by the fire department. Portable fire extinguishers shall be located in conspicuous locations where they will be. readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicated the need for placement away from normal paths of travel. Portable fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the location of extinguishers. Rev 1.0—A1dila I Page 8 1945.Kellog Aye, Carlsbad, CA ASSOCIATES 4.7 Aisle Widths Per CFC 3206.9.1.1 (Attachment#14), aisles in sprinklered buildings shall be a minimum of 44 inches. Per CFC 3206.9.1,. (Exception 1) cross aisles used only for employee access between aisles shall be a minimum of 24 inches in width. Per CFC 3206.9.3 (Attachment #14), dead-end aisles shall not exceed 50 feet in length. See section 4.1.1 of this report for additional aisle width requirements. Aldila agrees to meet the abOve requirements and to maintain a minimum of 96" aisle widths within the rack storage area. 4.8 Housekeeping & Maintenance Per CFC 3205 (Attachment 415), the following are general maintenance and safety requirements, of which Aldila agrees to comply with: The structural integrity of racks shall be maintained. Smoking shall be prohibited Approved "NO SMOKING" signs shall be conspicuously posted. 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 ñriinimum unobstructed aisle width of 24 inches of the required aisle width shall be 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. 'During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches shall be maintained. 4.9 Flue Spaces Per CFC 3208.3 and Table 3208.3 (Attachment #16), flue spaces shall be maintained for rack storage. Where required by the fire code official, required flue spaces shall be equipped with approved devices to protect the required flue spaces. Such devices shall not be removed or modified. Per CFC Table 3208.3, the following are flue space requirements for rack storage protected with both ceiling and in-rack sprinklers: Single Row Racks: Transverse - 3" Required Double Row Racks - Option A: Transverse - 3" required Longitudinal - 6" required . Double Row Racks - Option B: Transverse - 6" required Longitudinal - not required Rev 1.0—Aldila . • . Page 9 1945 Kellog Ave, Carlsbad, CA I. $ 5. Means of Egress 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 the proposed sprinklered occupancies (Attachment #17): 5.1 Offices [B Occupancy] Per CBC 1005.3.2, egress width components other than stairways shall be 0.2 inch/occupant. : Per CBC Table 1006.21, the common path of egress travel shall not exceed 100 feet. Per CBC Table 1006.2.1; one means of egress allowed for spaces with maximum occupant load of 49. Per CBC Table 10 17.2, exit access travel distance shall not exceed 300 feet. Per CBC 1020.4 Exception 2, dead ends through common path of egress shall not exceed 50 feet. 5.2 Manufacturing/Packaging [F-I Occupancy] Per CBC 1005.3.2, egress width components other than stairways shall be 0.2 inch/occupant. Per CBC Table 1006.2.1, the common path of egress travel shall not exceed 100 feet. . Per CBC Table 1006.2.1, one means of egress allowed if the occupant load for spaces with maximum occupant load of 49. Per CBC Table 1017.2, exit access travel distance shall not exceed 250 feet. . Per CBC 1020.4 Exception •2, dead ends through common path of egress shall not exceed 50 feet. '5.3 Storage [S-I Occupancy] Per CBC 1005.3.2, egress width components other than stairways shall be 0.2 inchIoccuiant . Per CBC Table 1006.2.1, the common path of egress travel shall not exceed 100 feet. Per CBC 'Table 1006.2.1, one means of egress allowed for spaces with maximum . occupant load of 29. Per CBC Table 1017.2, exit access travel distance shall not exceed 250 feet. Per CBC 1020.4 Exception 2, dead ends through common path of egress shall not exceed 50 feet. 5.4 Other Areas Unknown and outside the scope of this report. Rev 1.0-A1dila Page 10 KLAUseriUCKNER 1945 Kellog Ave, Carlsbad, CA ' 91 : 6. Exposures 6.1 Occupancy Separation I Aldila is classified as a B,F-1 and S-i occupancy. Based On CBC Table 508.4 (Attachment #18), there are no requirements for mixed occupancy fire barrier walls between these occupancies. I 62 Separation of High-Piled Storage Areas Per CFC3206.3.2.1 (Attachment #19), the aggregate of all high-piled storage areas within a I : building shall be used for the application of Table 3206.2 unless such areas are separated from each other by i-hour fire barrier walls constructed in accordance with the California Building Code. Openings in such walls shall be protected by opening protective assemblies I having a 1-hour fire protection rating. Aldila occupies the entire facility. Therefore 1-hour fire barrier walls to separate Aldila's high piled storage area from any adjacent tenant spaces do not apply. I ., 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. I Rev 1.0—A 1dila I Page 11 I KLAUSBRUCKNR I 1945 Kellog Ave, Carlsbad, CA AND ASSOCIATES I I 1 7. Conclusion It is the opinion of Klausbruckner & Associates that the above will meet the requirements, and/or intent of the 2016 Edition of the California Fire Code, the 2016 Edition of the - ' California Building Code, the 2016 Edition of NFPA- 13 Standard for the Installation of I Sprinkler Systems. By way of my signature, Aldila agrees to meet the storage conditions required and - specified in this report. I * 3- 17 Aldila Representative Sign & Print Name Date I F F " 3: I IF It Rev! 0—AIdila Page 12 I I--. 1945 Aellog Ave Carlsbad ('A A C -. Rev 1.0 -A ldila . 4. Page 13 1945.Ke11og Aye, Carlsbad, CA :1 I. :. 8. Appendix A: Attachments I ... '. I I . PROJECT DATA PROJECT NAME: ALDILA PROJECT ADDRESS: 1945 Kellogg Ave. Carlsbad, CA 92008 OWNER: GTF Properties I 6565 Miramar Rd. San Diego CA9212l A.P.N.: 212-092-07 I ZONE: P-M . SITE AREA: . . 74,294SF(1.7O5ACRES) AREA CACULATIONS: NO ADDITIONAL GROSS BUILDING AREA I . ' TOTAL BUILDING AREA 24,512 SF BUILDING CODE ANALYSIS PROJECT SHALL COMPLY WITH THE FOLLOWING: : 2013 CALIFORNIA BUILDING CODE (CBC) BASED ON 2012 INTERNATIONAL BUILDING CODE (CBC). .2013 CALIFORNIA MECHANICAL CODE (CIVIC) BASED ON 2012 UNIFORM MECHANICAL CODE (UMC). , 2013 CALIFORNIA PLUMBING CODE (CPC), BASED ON 2012 UNIFORM PLUMBING CODE (UPC). 2013 CALIFORNIA ELECTRICAL CODE (CEC) BASED ON 2011 NATIONAL ELECTRICAL CODE (NEC). 2013 CALIFORNIA FIRE CODE (CFC), BASED ON 2012 INTERNATIONAL FIRE CODE (IFC). I : • CITY OF CARLSBAD ORDINANCES EXISTING OCCUPANCY CLASSIFICATION: B, F-i PROPOSED OCCUPANCY CLASSIFICATION: B, F-i I DESCRIPTION OF USE: OFFICE, MANUFACTURING CONSTRUCTION TYPE: V-B FIRE SPRINKLERS: . YES. . AREA CALCULATIONS: 1st Floor (NO ADDITIONAL AREA PROPOSED) OFFICE (B-i) 5,377 SF I : PRODUCTION (F-fl 14.053 SF 1st Floor Total : 2nd Floor OFFICE (B-i) 5,082 SF : : TOTAL: FLOOR AREA 24,512 SF 1 : 1... ,. . • - a _ 1 Ed Entire Building is Approximately 19,090 square feet. I- Warehouse is Approximately 2,243 square feet. 72 oz 0 I , .-.•• ..[j:J:: ci— I J .• . I I: 1• :• CD CD Oo CD 00 00 00 Ilj I.. '. : I 1 i\ZNZI PROJECT DATA PROJECT NAME: ALDILA PROJECT ADDRESS: 1945 Kellogg Ave. Carlsbad, CA 92008 OWNER: GTF Properties 6565 Miramar Rd. San Diego CA 92121 A.P.N.: 212-092-07 ZONE: PM SITE AREA: 74,294 SF (1.705 ACRES) AREA CACULATIONS: NO ADDITIONAL GROSS BUILDING AREA TOTAL BUILDING AREA 24,512 SF BUILDING CODE ANALYSIS PROJECT SHALL COMPLY WITH THE FOLLOWING: 2013 CALIFORNIA BUILDING CODE (CBC) BASED ON 2012 INTERNATIONAL BUILDING CODE (CBC). .2013 CALIFORNIA MECHANICAL CODE (CIVIC) BASED ON 2012 UNIFORM MECHANICAL CODE (UMC). 2013 CALIFORNIA PLUMBING CODE (CPC), BASED ON 2012 UNIFORM PLUMBING CODE (UPC). 2013 CALIFORNIA ELECTRICAL CODE (CEC) BASED ON 2011 NATIONAL ELECTRICAL CODE (NEC). 2013 CALIFORNIA FIRE CODE (CFC), BASED ON 2012 INTERNATIONAL FIRE CODE (IFC). CITY OF CARLSBAD ORDINANCES EXISTING OCCUPANCY CLASSIFICATION: B, F-i PROPOSED OCCUPANCY. CLASSIFICATION: B, F-i DESCRIPTION OF USE: OFFICE, MANUFACTURING CONSTRUCTION TYPE: 'V-B FIRE SPRINKLERS: YES AREA CALCULATIONS: ist Floor (NO ADDITIONAL AREA PROPOSED) OFFICE (B-i) 5,377 SF PRODUCTION (F-fl 14.053 SF 1st Floor Total 2nd Floor OFFICE (B-i) 5,082 SF - . •. TOTAL FLOOR AREA 24,512 SF I I I CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION User note: Code change proposals to sections preceded by the designation [F] will be considered by the International Fire Code Development Committee during the '2016 (Group B) Code Development Cycle. See explanation on page ix. I .'. .: SECTION 301. .. 302.1.3 Pharmacies; veterinary facilities; barbering, cos- S melology or electrolysis establishments; and acupunc- I GENERAL 301.1 Scope. The provisions of this chapter shall control the lure offices. See Chapter 12. classification of all buildings and structures as to use and 1 occupancy. ' . . . ----.- -------------- - SECTION 303 ASSEMBLY GROUP A • S SECTION 302 CLASSIFICATION 303.1 Assembly Group A. Assembly Group A occupancy includes, among others, the use ofa building or structure, or a • I 302.1 GenerA trucwrcs ot p rlions I strlletllles Lit ill he Jis ilied 5.111 reei)(.1 II) fleeUp Irle' III lie U UI tL UI the portion thereof, for the gathering of persons for purposes such as civic social or religious functions; recreation food or • ..reilp le d ts in iii ic ct! cii room I sp _ iii It IL iiitends 2 drink consumption or awaiting transportation motion picture I elipis 2 St diltei It tInts br dil I.' slit tim e ii di and television production studio sound stages approved pro LU] pis '-s itii Ii of 15 Is qnire JUL Its ut it LJU. pp I I. iN] C to duction facilities and production locations or for the show i. h IL the pump L 1(-,i 5 lIe 1 tlls r III I ILL ii NC ing of motion pictures when an admission fee is charged and II ILl Fti ulUl C 5 I IN III! kit Ic LC Up ill ft I 1155 fl when such building or structure is open to the public and has c(flti\ wltil cee1loll 50 Where i etiuslure I prop S.d Is1l j acapacity oflOor more persons I PP° tit IL liLt spcclblca]i\ prs\ iiud lou in tills code sneli 303 1 1 Small buildings and tenant A building trlftilirs LII ill I'( si CLI lied iii tile .0 lIft th it tile ILLUp ticS spaces or Ill t 15 IllS rLSiiIL1iL ICC l)rdIiI P tue I ire lIstS nd rd i tenant space used for assembly purposes with an occupant tI'. il,jLid 1151 'ed load of less than 50 persons shall be classified as a Group -, . . .. Assembly (see Section 303): Groups A-i, A-2, A-3, Boccupaiicy. - 303.1.2 Small assembly spaces. The following rooms and 2 i2llelflee 51. LLtlOfl 1U4 I (inup £ spaces shall not be classified as Assembly occupancies -1 3 Fdtis till ii (CC Scctioii (e I ( riup E I L I. A room or space used for assembly purposes with - an occupant load of less than 50 persons and acces- f-11 ListflU. iuid induetri 1 s (Le s5tlI n Groups sory to another occupancy shall be classified as a nd F-_' Group B occupancy or as part of that occupancy 5. High Hazard (see Section -307): Groups H-I, H-2, H- 2. A room or space used for assembly purposes that is - 3, H-4 and H-5 . . - - less than 750 square feet (70 m2) in area and acces- - . 6. Institutional (see0Section 308): Groups 1-1, 1-2,1-2.1, sory to another occupancy shall be classified as a - 1-3 and 1-4 . - Group B occupancy or as part of that occupancy.- 7 [SFMJ Laboratory (see Section 202) Group B unless 303.1.3 Associated with Group E occupancies A room - .- classified as Group L (see Section' 453) or Group H or space used for assembly purposes that is associated With (see Section 307). - - a Group E occupancy is not considered a separate occu- Mercantile (see Section 309): Group M pancy. ISFMJ Organized Camps (see Section 45Q): Group C. 303.1.4 Accessory to places of religious worship. Accessory religious educational rooms and religious audi- - 10. ISFMJ Research Laboratories --(see Section 453): Group L ' . . tbriums with occupant loads of less than 100 per room or space are not considered separate occupancies. - 11. Residential (see Section 310): Groups Rl, R-2, R 303.2 Assembly Group A-I. Assembly uses, usually' with 4 - '2.1,R-3,R-3.IandR-4 -- ., fixed seating, intended for the production and viewing of.the •. I l_ PIIr 1.0, 1 sePeetili I I (irup c I ui2 P_2 performing arts or motion pictures including but not limited 13. Utility and Miscellaneous (see Section 312): Group U ° - . fSFMJ Existing buildings housing existing protective social Motion picture and television production studio , sound care homes or facilities established prior to 1972 (see Cali- stages, approved production facilities and production I fornia Fire Code Chapter 11 and California Existing Build- locations (with live audiences) -. ing Code). . - Motion picture theaters - . 302.1.1-Reserved -Symphony and concert halls - .. . . Television and radio studios admitting an audience . 302.1.2 Reserved - -. Theaters - - -. 2016 CALIFORNIA BUILDING CODE Copyright 02016CABSC. ALL-RIGHTSRLSERVED. Accessed . 93 - - by Ellie K1,usb,uckoeron Dec )9,20166:54:30 AM pursuant to License Agreement with CA BSC• No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE - . - - LICENSE AGREEMENT, AND SUBJECTTO CI VII ANDCRIMINAL PENALTIES THEREUNDER. - . - - USE AND OCCUPANCY CLASSIFICATION 3033 Assembly Group A-2. Assembly uses intended for lion m,_1u(fiilL oi tccnfd il(i ftLoiinl Ftiiiir food and/or drink consumption including, but nôtlimitë,dtoY.n.cup liicic' }iiII iii ludu. hut riot he 11111ifed to die foll)\\ 1110 'Banquet halls . - - . ., ;. .. ' Airport ii utd LiOlti 11 \\ Cl Casinos (gaming areas) rI'uT itOl \ 1. OiL I ir IlIu' t lfr c. / or Ii 1, 1I/ _112 A . Nightclubs ' -in oc -i 2 P r /uc /11k 1 n 1//H.' mn II, cm //v ', I Restaurants, cafeterias and similar dining facilitie Pall, mcI (including associated commercial kitchens). .-\iuiin-il ho p ito! , iuiiiicik, ond pouiidc. Taverns and bars 303.4 Assembly Group A-3. Assembly uses inteiidedfdrwor- I ltw IcL'r oiud hcoit Picp' ship, recreation or amusement and other assembly; uses :.hot classified elsewhere in Group A including but not lithited to':' I u ic. ,idininic.triluoii ( lolL utpotIunt / I (/J/ (not c.'lm n/cc A n (n ("cc I I) Amusement arcades ' , c./ • ' ;:/ ir cicanuii'o and loundric p up uck- .uid dcll\ CTI\ tOtiOm Art galleries Bowling alleys , -' ,. I ipincum for c.linl iii. Oh ftc the 1201 cridc ' Community halls I icc. iroic. dota prm C nib , Courtrooms , C 1'' ocid pboc.esc.iii w tjhJialunentc. and coiniirerci,tl hitc.hcits 'I Dance halls (not including food or drink consumption) ' 11,t with rcc.t,iuraiilc. u,iIlcru,ic. and c.irnil,iu Exhibition halls dtnuii f,icihticc. not iurc.ic thin Art/h) oquaru fcc! flit Funeral parlors .1 Gymnasiums (without spectator seating) . '. I ahoi,itorim- to tine, rcacjicl cinj /.'A' 1/ Inc/ru:! l on I Indoor swimming pools (without spectator seating)' ' chicic ',Iloft I c/i/ins Indoor tennis courts '(without spectator seating) - —c - Lecture halls .1 . Libraries . . . P Ic SI//nil 015 ft m OIL iutcts altol 105 . doniPta, Museums , Places ofreligióus worship etc - Pool and billiard parlors P,idio ,iiid IcI0\ 15011 Stat]0115 c.iiu[)liiic c'scIi,iincs I Waiting areas in transportation terminals ' and skill development not ss thin a school i ' • .303.5 Assembly eGroup A-4. Assembly uses intended for ccc idenui,2 proerani this shall include but riot he hunted viewing of indoor sporting events and activities with specta- - to. tutni no ocr/Ic/s nw toil ,.uuis studios Vibnn, ties and 'tor seating including, but not limited to: innuilar uses rcoirdle-,-- of the anc seised, md sc.licrc not S I , - Arenas - o LiCSttICd L' 0 t rrO/tfi '\ 000upwlc.s I. t, h. Skating rinks ' 304.2 Definitions. The following terms are defined in Chap- Swimming pools ' ter 2: 11 Tennis courts AMBULATORY CARE FACILITY. • 303.6 Assembly. Group A-S. Assembly uses intended for CLINIC, OUTPATIENT. '- - participation in or viewing outdoor activities including, but - notlimitedto: . - I- Amusement park structures ' SECTION 305 Bleachers EDUCATIONAL GROUP E - - Grandstands . 305.1 Educational Group E. Educational Group E occu- - Stadiums ' '- ' . - . pancy includes, among others, the use of a building or struc- .' I - . - •- - •' , 303.7 Fixed guideway transit systems. /SFMJ Fixed guide- ture, or a portion thereof, by more than six persons at any one . . ' - - . . . . -. May transit system buildings shall conform to the require- time for educational purposes through the 12th grade. - - men/s of this code for their occupancy class flcation in Exception: JSFMJ A residence used as a home school for - - addition to the provisions set forth in Section 443. -' the children who normally reside at the residence. Such - • - 303.8 -, Subterranean spaces for winery facilities i 0 n natural residences shall remain classified as Group R-2, or Group 0 . -' or -manmade caves. [SFMJ For fire and life safety require- R-3 occupancies. - - - . - ' -ments, see Section 446. : 305.1.1 Accessory to places of religious worship. Reli- gious educational rooms and religious auditoriums, which are accessory to places of religious worship in accordance - - SECTION 304 - with Section 303.1.4 and have occupant loads of less than - - - I BUSINESS GROUP B 100 per room or space, shall be classified as Group A-3 - - 304.1 I-usitii,' (,rotiii B. I tu ,unu (rup B c.o.cupunc. I occupancies.. iiohimd s, cmlin oIl oru, thu 1 0 01',l huridmiip on tnll.nurc 305.2 Group E, day care facilities. This group includes - - illi!) thiCiLt h i ofllsc piolu noo ii,il i sCb\iLU-t\ L tr,u/ buildings and structures or portions thereof occupied by more - 94 - 0 / 1 .' " 2016 CALIFORNIA BUILDING CODE ' DCopyright © 2016 CA BSC.- ALL RIGHTS RESERVED. Arrested by I/tile Klousbeockner on Dec 19,20166:54:30 AM pursuant to License Ageeeosent with CA BSC. No further III kMIRIT.119911 I , reproduction or distribStion authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. ' . USE AND OCCUPANCY CLASSIFICATION I . tional, .,. . >11 than six children 2 years of age and older who rèceive.e'duca- supervision or personal care services, for fewer than 24 - F hours per day. . ' --. - .... . i0 / Hu 1pi'oi ci 1' un NON / i i/fin mid fr ///) p7 7) Jfj f 11whow In .oali.'ii I \Iu cal iii ti um n1 -. - I . 'fied.as - . .. ', . Exception: ISFMJA Day-care facility not otherwise class,- an R3 occupancy, where occupants are not capable of responding t film o an emergency situation without 'physical assistance from the staff shall be classfIed.ds Gràup . [-4 . . . . ,. . )pliral iid P tpLr milk or rudutL , = I I riritriio or puhh -hiiiií 305 2.1 Within places .of religious worship. Rooms and spaces within places of religious worship providing such Re -p tin-C \LI1ICIOL Re o c Inc I no at ion . day care during religious functions shall be classified as part of the-primary occupancy where not licensed for day- i-o.ip and doter cc. iitc. 1 '- care purposes by the Department of Social Services. . > .. . ., tiIc . iCic.ii SFCT16N .....- - 306 FACTORY GROUP F fihokt0llllli I l 30.1 Iou miv liidu'riiil (iou'p F. I ,ictor Induc.tr iii ( 10(11) \\ nod dic.till tilt_ill \\ oodnorkinc.c cil)rnct) —. 1 " I.. • I t_Lcrpallt_v ll1rIiIL1e. Oman (thOlL the Ut_Cot 0 bmIdiii OP - tiil),IJ1IC cr a pal till] tlierccf lop irscirihlirri.t dic.1.t_c.crlilllnC kilO lc.itlriiO inidirnc.i !ttiIItUIJctI.lI 110. pdckaLlrlo lCll'II! or ut_C II L 11111011t_ tliIt ;it,: not t_lO .t_il'iid iia 6loilp 11 i,IzariIc.trc. I (runup tf St 'I ice )cLupirlt_L • 300o2 \loderamc-hazard factory iiidutrtiI, Croup F-I. Oc.- I rn inJu On ml ut_c. s n hit_h ire not clt_c.it1c. d a_&, racton' mcc.Ii. iii I I I on IIaiarc.l hill he c.laosilled '- \1J lIe' H uard amid shill nclttdc Nut riot he limited to, tic I lln\ l]' — ..................................- ......................... 306.3 Low-hazard factory industrial, Group F-2. Factory, industrial uses that involve the fabrication or manufacturing of noncombustible materials which during finishing, packing or processing do not involve a significant fire hazard shall be classified as F-2 occupancies and shall include, but not be limited to, the following: Beverages: up to and including 16-percent alcohol content Brick and masonry - tricratt (rnanu1rc.tttniil rot to include ic.piirt Ceramic products Foundries I (pplialteuc. \tlmletcc. ct_]lmmprmment '\tttontohm Ic', illld other motor velncicc. Act-em me. At_ic. r imacs oc. or 16-per crit alcohol c.ontcnt Glass products Gypsum Ice Metal products (fabrication and assembly) Brt_c.c.lec. lluatc. . Ar oulilic. or Nt u imcs SECTION 307 HIGH-HAZARD GROUP H - Ito I net_c. inrc.l'mmiiec. , IF] 307.1 High-hazard Group H. High-hazard Group H' acricr,rn irmd J11 101l' ec.]urpr000t occupancy includes, among others, the use of a building or , I , ( . C Jcn%as or similar labia, irpet mud rues ii c.ludcc. cicinrnp structure, or a portion thereof, that involves the manufactur- . ing, processing, generation or storage of materials that consti- ]uutlmint_' tute .a physical or health hazard in quantities in excess of omrsrrctc.troli mud iniemiltunal ritaclitnoc", those allowed in control areas complying with Section 414, I . Dm'artlu.c.taimtc. . Dr, plc'rrmira, and dcine . based on the maximum allowable quantity limits for control areas set forth in Tables 307.1(1) and 307.1(2). Hazardous I lootric 'crier mtron plmmuts . occupancies are classified in Groups H-I, H-2, H-3, H74 and .. Elcetrummie, , H-5 and shall be in accordance with this section, the require- it 11 Ic"; I njodmn' r'ehuildirm-i ments Ic. J pi ace' iii' cc.tal"lnliinciit- urd Co;l1IIIcrCILj1 kitchen of Section 415 and the California Fire Code. Hazard- ous materials stored, or used on top of roofs or canopies shall '1. ,uciatd v ith ic. Lmur,iicrc.. c,mletor II'- arid c.irimml,cr be classified as outdoor storage or use and shall comply with . , 'dillilw, lacibtie-, rIot nic thu ",l)( 'l1101t_ ft_ct 2 ii the California Fire Code. c.iiip put mit_k mit_piodurts - I either pidir.t . [Fl 307.1.1 Uses other than Group H. An occupancy that stores, uses or handles hazardous materials as described in one or more of the following items shall not be classified as Group H, but shall be classified as the occupancy that it, most nearly resembles. . . . . • - . . \larlcmncr'I I. Buildings and structures occupied for the applica-' 'Act ml tion of flammable finishes, provided that such 'c.Ii Ilc.c.'or P mom hi mid door) buildings or areas conform to the requirements of I .- Section 416 and the California Fire Code. 2016 CALIFORNIA BUILDING CODE ' . 95 Co,,riJ;h, loll CA 11.- ALL RIGHTS RESERVED. Accessed by Ellie Klausbruckneron Dec 1.9,20166:5.4:3o AM pursuant to License Agreement with CA BSC. No further, reproduction or distribution authdriled. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT'ACT AND THE - .. . •,' • LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. I • S - .P.. . ft- - USE AND OCCUPANCY CLASSIFICATION -.-V S . •V lic district shall adopt oi enforce any tequnemeni for the II 1 I 'oi Iur sp i \ room r p mo. ii prevention offire orfor the protection of lfr and property P r oi m mo puo'c ft,it Ioo iomrm IOU snwu ftot )it I . against fire and panic unless the ,equiiern01..w0u1d be n in ai ci and ic moo to iii thom OLCUPJm slidil ho applicable to a structure regardless of the ;.peciál occu- cli,o.ificd Pan of that oLonpanor, 1 tIc aogrcoate drool of pancy. Nothing shall restrict the application of stale or 'maUi room or p aoo hall not d tti II.. his irs I local housing standards to such facilities if the standards Iiinmis ot "mo.im ii S mU ° are applicable to residential occupancies and 'àre not 311.2 \ti1Iratc-IIaLIid stordoc (roup -1. Ltuilduios - , based on the use of the structure as afacflutforarn/ula- 0000pftd or stmraom. mass's that arc not olassitmod as Urmmip -U? .• '., tory children. For the purpose of this exception, 'ambula- iiiclLldlli0 lint riot Iniiitcd 0. storao i I tlic tohiosvmim. I tory children does not include relatives of lhelicensèe oi the licensee's spouse. ''f' ' 0' \ciosmd - I os ohs mud - - ... : .... -310.5.2-Lodging houses. Owner-occupied lodging houses B~JLFL '\irratt haiioar (slmi moo and ropami I with five or fewer guest rooms shall be permitted to be hLI jim mpsr I constructed in accordance with the CalforniaResidential IUI111f rittiri Code kUiri inS oid 1c,lithcr 310.6 Residential Group R-4. Residential Gr ip R-4 occu- IUmkc and I apt'r Ill rolls (it pmLs . .pancies shall include buildings, structures or portions thereof Boots mliii shos' for more than six ambulatory clients, but 'not, more than 16 Iinlmmii. ins Iudmno Cloth Los cromi, psirl or lions - : persons, -excluding staff, who reside on a 24-hour basis in a ('ii mihamal I iid smrmihs ard I \O5 '-siipervised residential environment and :receive custodial ('Immthm no. 550101) s cia no ap ai oh . I care. Buildings of Group R-4 shall be classified as one of the ( mu da o occupancy conditions specified in Section 310.6.1 or 310.6.2. Dr- final stmmrasc I ilidimimi r The persons receiving care are capable ofVself-preservation. j I imiimlinro • This group shall include, but-not be limited to, the following: I h-ni This occupancy class/IcaIion.nzay include a maximum six flmha?c a los mud si/O 1 I nónambulatory or bedridden clients (see Section 435 Spe- I raInS cial Provisions for Licensed 24-Hour Care Facilities in a -loins and mstih, othior Ilium cchhnhmimd I • . Group R-2. I, R-3. I or R-4 Occupancy). Group R-4 occu- I I cmtlimj . I . V pancies shall include the following: • I Ii oh im ni V I iiuiihs I - - Assisted livingfacilities such as: \litom schislo I spill ouiaoos sm inpI 1110 55111 the • -Residential carefacilities, . . U . flhi\llilLllli ill mssahlo quanimtlss m fhi-tzaudous niatci lals Reiidential care facilitiesfor the elderly (RCFE), Ijd in I'lhlo 07 Ii I ( 00 Uoslioii 4 (). V Adult residential facilities, .. . . h-I m mto 011011 Ill V Congregate living health facilities, . . LIt Ii ri mc I ;-. . Group. homes. ., • V • -: . . I P. I, . • Social rehabilitation facilities such as: •' 5iomp :Halfway houses, .. .Communitycorrectionalcenters, - : Tros sniP mmr,m7o (if' .1V . Community correction reentry centers, • 7V . V 7 °hisc macsirs coil cItes and sumnit . • Community treatment programs, , V - I pIl['moD mimi rilaltrosse' 1 V ..• V Work furlough programs, • iii djs V Alcoholism or drug abuse recovery or treatment facilities. Group R-4 occupancies shall meet the requirements for 311.3 Low-hazard storage, Group S-2. Storage Group S-2 V occupancies include, among others, buildings used for the V V construction as defined for Group R-3, except:as otherwise storage of noncombustible materials such as products on S • provided for in this code. V Or V,,, wood pallets or in paper cartons with or without single- • V 1 31.0J Largefamily day-care homes See Section 455 V thickness divisions or in paper wrappings Such products . V are permitted to have a negligible amount of plastic trim,, , ...V.. ' , - - _. .' : - such as knobs, handles or film wrapping. Group S-2 storage V' • SECTION 31-1 uses shall include, but not be limited to, storage of the fol- V U . STORAGE GROUP S lowing: . Asbestos . ' ' 311.1 ',torI1oc (,t'oul) S. sImlmoo ioo mssnp,mss V V , ii Hi 11`11011-m mis r 111L:misc (Aa liLt) Idimsi or mirimotnu o. or Beverages up to and including 16-percent alcohol in - I psi Ii mm thor mit Ii s l,m0o ill it mS riot cI,mssitic as h mid - - • 0. 1pm)is\ metal, glass or ceramic containers Cement in bags Chalk and crayons . . ,. V - I.- 2016.CALIFORNiA BUILDING CODE . 103 1 Copyright © 2016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Kloush".,ck,tcr on Dec 19, 2016 60430 AM PUI-SUoflt to License Agreement with CA BSC. No fortter, - I • - k I J . reproduction or distribution oothonocd. - ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE - - - -, - • ' - V -LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. I .HIGH -PILED COMBUSTIBLE STORAGE 3201.4 Evacuation plan. Where required by the fire code Cement in bags official, an evacuation plan for public accessible areas and a Ceramics 5' I separate set of plans indicating location and width'.of aisles, Dairy products in nonwax-coated containers (excluding location of exits, exit access doors, exit 'signs, height of stor- bottles) . and locations of.hazardous materials shall be submitted Dry insecticides I .age, at the time of permit application for review and approval. Fol- Foods in noncombustible containers lowing approval of the plans, a copy of the approved, plans Fresh fruits and vegetables in nonplastic trays or containers shall be maintained on the premises in an approved location. Frozen foods Glass Glycol in metal cans SECTION 3202 , Gypsum board 'DEFINITIONS Inert materials, bagged • 3202.1 Definitions. The following terms are defined in Chap- Insulation, noncombustible I 2:. . . . , ,.;i' -ter Noncombustible liquids in plastic containers having less 4 , . . than a 5-gallon (19 L) capacity ARRAY.10 Noncombustible metal products I . ,AUTOMATED RACK STORAGE. ,.' . 1' 32033 i' I uumui1il. 1 CoriT1 IditiuS 31 (I 1 products HI slitiud ss odsii si itu lid sdunhii\us iiiidti- BIN BOX . . . ....... . pli.thicknu juperh ord ,lrtuil- i o.ujjluiit 's oifllr]tihlc I .. ' - . . COMMODITY.- . - : . .' pockituio_nl..ltcrial 55th ft \\ itlioiit pu Lu F l.fts TI coinmodi- . 5 tL 31C Oil cud 1 s iitnn ,u lilnOd anirinl 1 (illiup \ EARLY SUPPRESSION 'FAST-RESPONSE :(ESFR) tics I it 11sord uiucc \ith cction 2tl 1 I \onipiuc I ( SPRINKLER. . r.,, , utrnitiodunu. ins ludu hut alu not Iuiiitcd to thu 1155 ijj' EXPANDED PLASTIC. . •. Alcoholic beverages not exceeding 20-percent alcohol, in combustible containers - . EXTRA-HIGH-RACK COMBUSTIBLE STORAGE. Foods in combustible containers .. -5. HIGH-PILED COMBUSTIBLE STORAGE. - Incandescent or fluorescent light bulbs in cartons HIGH PILED STORAGE AREA ' Thinly coated fine wire on reels or in cartons LONGITUDINAL FLUE SPACE. ''. .' . r34 Class Ill cotnnioditi. (I,us III innhiditissare ummoditius l ssood_ psupur. nuturl Phur chili. or (Flop ( . I.. MANUAL 'STOCKING, METHODS. . MECHANICAL STOCKING METHODS. . I plastic- or produ. us thuru 1 with ill Wi iii ut pillels. Pr dOS ts are 311155 ud to C ntauu I unitud '11110 iriit of (ii oup .-\ si A pLus- SHELF STORAGE tics, sO_li Lis fli..t ii hiss us 55 ii h rLu Ii.. It indlc pullsl itS . and tHus. (Trosu[i \ plustius luII he liiiiitud in iusord:insu I . SOLID SHELVING: . . ' . . TRANSVERSE FLUE SPACE ith ustioi1 po -1. F \anil Ic-. of ( lOS" III u3i11ni0di11u5 05 Iiids but ii,. flit limitcdjo, tluctollos T _ * - Aerosol, Level 1 (see Chapter 51) . Biomass briquettes, bagged, and static piles .-. I . I SECTION 3203 COMMODITY CLASSIFICATION Biomass pellets, bagged, and static piles Charcoal . ik 32113.1 ('I:is,sjfjuitjii of comm odi 6es. Lu5111111 (jitlu, shill : Combustible fiberboard sLissilLd is I Li, I. II, III uh I Ii h h us i/aid in C rd,uncu i TIT this us Ii ii \LjICFIIk I istud V ith iii C'01 uilifl(noilii\ I Cork, baled Corn cobs, static piles . U 1 ISSI us itO fl 0c asuinud t Ps urniodi liud lii i Ial 5 cu Corn stover, baled and chopped ccnihiistihi I it liii 51st 1 ilis I I flstinu-i 'lii diii illOdifi Feed, bagged . 5 - Ci or thu pliviI form of thu 0111Cm iii COUld chlli"C thu slis- Fertilizers, bagged I silis Oil ii 5CC 5Csti ' lii '2ll Tor i'iticsttiii of loop o Firewood.' . A Jill phi ti, Food in plastic containers ' Forest residue round wood or chipped (branches bark 3203.2 ('Liss I iuiiimoditie'. Ii I u 01111 ditis ,ui'u C lii- ti.ulh iii ii sinilustihhu pr dli I • I Ii oduu pallut . in sm di- cross-cut ends, edgings and treetops) Furniture: wood, natural fiber, upholstered, nonplastic; nifl sorrtiLatcd suitoims ss'itli 0 55 uhut inulu-thisI'.nussi wood or metal with plastic-padded and covered armrests disiduIs, or in mduillr\ pihui \s I ,ipp i it h i ssuthisiit pI - . I Glycol in combustible containers not exceeding 25 percent * ' I I hut, Isis-. I sriinn ditcu. irs ill sd to l ntuifl .1 Iiinitud . .100 cml of (riup \ pI tis in ,i_soidO15C ssith O5s'tillil i. Lubricating or hydraulic fluid n metal cans Lumber St t)t .4 F iiiijsIu It ( li I 501110(1 hutiss nis'Iudc Mattresses, excluding foam rubber and foam plastics not Ii lilt tud to The Isilosci ii I' - • -, - - . i Noncombustible liquids n plastic containers having a beverages not exceeding 20-percent alcohol capacity of more than 5 gallons (19 L) , 'I ,Alcoholic Appliances noncombustible, electrical ' , Paints, oil base, in-metal cans ' - - I . 370 2016-CALIFORNIA FIRE CODE • i - yright020I4CA BSC. ALL RIGHTS RESERVED. Accessed byEllie Kluusbrnckneron Dec 19,20166:54:30 AM pursuant to License Agreement with CA BSC. Nolurther reproduction or distribution unthorired. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACF AND THE $ - - . . . . LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. I. I' HIGH-PILED COMBUSTIBLE STORAGE Paper, waste, baled Glycol in combustible containers (50 percent or greater) Lacquers that dry by solvent evaporation, in metal cans Paper and pulp, horizontal storage, or vertical storage that is banded or protected with approved wrap or cartons Paper in cardb6ard boxes ... . . Lubricating or hydraulic fluid in plastic containers Peanut hulls, bagged, and static piles Pillows, excluding foam rubber and foam plastics Mattresses, foam rubber or foam plastics Pallets and flats that are idle combustible Plastic-coated paper food containers -. Paper and pulp, rolled, in vertical storage that is Plywood .r unbanded or not protected with an approved wrap Rags, baled - Recovered construction wood Paper, asphalt, rolled, horizontal storage Paper, asphalt, rolled, vertical storage Rice hulls, bagged, and static piles Pillows, foam rubber and foam plastics Rugs, without foam backing Pyroxylin Seasonal grasses, baled and chopped Rubber tires Straw, baled Vegetable oil and butter in plastic containers Sugar, bagged ' Wood, baled 3203.7 Classification of plastics. Plastics shall be designated : Wood - chips, bagged, and static piles as Group A, B or C in accordance with Sections 3203.7.1 Woody biomass, round wood or chipped (vase-shaped through 3203.7.4. stubby bushes, bamboo, willows; branches, bark and 3203.7.1 Group A plastics. Group A plastics are plastic stem wood) . , materials having a heat of combustion that is much higher. than that of ordinary combustibles, and a burning rate Wood doors, frames and cabinets : Wood pellets, bagged, and static piles •. : higher than that of Group B plastics. Examples of Group A: Yarns of natural fiber and viscose : . plastics include, but are not limited to, the following: 3203.5 Class IV commodities. Class IV commodities are Class I, TI or III products containing Group A plastics in ordi- ABS (acrylonitrile-butadiene-styrene. copolymer) Acetal (polyformaldehyde) nary corrugated cartons and Class 1, 11 and III 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 (ethylene propylene rubber) I in this class. The total amount of nonfree-flowing Group A . FRP (fiberglass-reinforced polyester) plastics shall be in accordance with Section 3203.7.4. Exam- Natural rubber (expanded) pies of Class TV commodities include, but are not limited to, Nitrile rubber (acrylonitrile butadiene rubber) PET or PETE (polyethylene terephthalate) the following: Polybutadiene Aerosol, Level 2 (see Chapter 51) Polycarbonate Alcoholic beverages, exceeding 20-percent but less than Polyester elastomer 80-percent alcohol, in cans or bottles in cartons Polyethylene Clothing, synthetic or nonviscose Polypropylene Combustible metal products (solid) Polystyrene (expanded and unexpanded) Furniture, plastic upholstered Polyurethane (expanded and unexpanded) Furniture, wood or metal with plastic covering and padding Glycol in combustible containers (greater: than 25 percent PVC (polyvinyl chloride greater than 15-percent plasti- 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 materials having a heat of combustion and a burning rate Rugs, foam back 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 tics include, but are not limited to, the following: - -3203.6 High-hazard commodities. Highhazard commodi- Cellulosics (cellulose acetate, cellulose acetate butyrate, ties are high-hazard products presenting special fire hazards ethyl cellulose) beyond those of Class 1, TI, III or IV. Group A plastics not Chloroprene rubber otherwise classified are included in this class. Examples of Fluoroplastics (ECTFE, ethylene-chlorotrifluoroethylene high-hazard commodities include, but are not limited to, the copolymer; ETFE, ethylene-tetrafluoroethylene following: copolymer; FEP, fluorinated ethylene-propylene .Aerosol, Level 3 (see Chapter 51) copolymer) I Alcoholic beverages, exceeding 80-percent alcohol, in Natural rubber (nonexpanded) bottles or cartons Nylon (Nylon 6, Nylon 6/6) Commodities of any class in plastic containers in carousel PVC (polyvinyl chloride greater than 5-percent, but not : storage : exceeding 15-percent plasticized) Flammable solids (except solid combustible metals) Silicone rubber 2016 CALIFORNIA FIRE CODE : --: Copyright @2016 CA BSC. ALL RIGHTS RESERVED: Accessed I - 371 by Ellie Klsosbruckneron Dec 19,2016 6:54:3o AM -pursuant to License Agreeosent with CA BSC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. 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JOJ VddN JO UO!SS!WJUd UG5IJM lflOql!M p05iwi0d WJOJ be U! Uô!SS!WSUBJI JO uOq3npoJdaJ JBI4O ON '3N)fl8SflV1)l A3113 JQSn PUIBU6!SOPJOJ s3LvI3oSsvaNv 8N1Oti9SflV1)1 01 SO P JBqWeAON UO peoluMOp PUB 3Sfl IeflP!AIPU!J0J.1UBWe046e Aq pesuo3fl (vddN) uo!le!3ossV uO.11391OJd 8J!-A leu0.fleN SLOZ iq60do - • I 7 '1 Empty Cardboard Tubes !r, [Unencapsulated] NOTE: Aldila agrees not Ito store these materials it encapsulated. , - _________ j.-• - - ..-- , -. - -- A..}ç -- . U -.----1• --- -1 ------------------------' __ IL --.--- HIGH-PILED COMBUSTIBLE STORAGE 3203.7.3 Group C plastics. Group C plastics are plastic SECTION 3205 I - h'uuig a heat of combustion d a burning rate HOUSEKEEPING AND MAINTENANCE similar to those of ordinary combustibles. Examples of 3205.1 Rack structures. The structural integrity of racks Group C plastics include, but are not limited to, the fol- shall be maintained. lowing: 3205.2 Ignition sources. Clearance from ignition sources Fluoroplastics (PCTFE, polychlorotrifluoroethylene; shall be provided in accordance with Section 305. Melamine (melamine formaldehyde) : - . 3205.3 Smoking. Smoking shall be prohibited. Approved . Phenol : . "No Smoking" signs shall be conspicuously posted in accor- I PVC (polyvinyl chloride, rigid or plasticized less than 5 dance with Section 310. percent, e.g., pipe, pipe fittings) 3205.4 Aisle maintenance. When restocking is not being • PVDC (polyvinylidene chloride) conducted, aisles shall be kept clear of storage, waste mate- PVDF (polyvinylidene fluoride) •: .- . .:. rial and debris. Fire department access doors, aisles and exit I , PVF (polyvinyl fluoride) ' t• n... doors shall not be obstructed. During restocking operations Urea (urea formaldehyde) . . using manual stocking methods, a minimum unobstructed -. - 3203.7.4 Limited quantities of Group'A plastics in aisle width of 24 inches (610 mm) shall be maintained in 48- I' . mixed commodities. Figure 3203.7.4' sh'l1be used to inch (1219 mm) or smaller aisles, and a minimum unob- I determine the quantity of Group A plastics allowed to be structed aisle width of one-half of the required aisle width stored in a package or carton or on a pallet without shall be maintained in aisles greater than 48 inches (1219 increasing the commodity classification.' .:. : mm). During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches (1118 mm) shall be - maintained in accordance with Section 3206.9. - SECTION 3204 3205.5 Pile dimension and height limitations. Pile dimen- DESIGNATION OF HIGH-PILED STORAGE AREAS ------- sions and height limitations shall comply with Section 3204 .1, ( LrItri1 IliJi iftd t I .n. (IL nid pitu In. I 32073 Iii .li 1)1 ILd ior alcas I ilk. r1dL .l Li ol 1 di fiLl 11 3205.6 Designation of storage heights 'Where required by LI rllillndit.\ .1 'k. tliiii -i lj CUll IlL IL '.hjll I dt i...I]Ld md the fire code official a visual method of indicating the maxi I I Lj1LL ii IL (IlL (lLk.iLil IILJ to L((111111I I I i I I. ILL II I I ILL U I mum allowable storage height shall be provided I I I ILL I\ LI IL__h Ii iind Li 111111 IIIIL\ I IlL LlLi._I1 il_li II ii 1 Iii.h plILd Li ilih(iLtIllL Lull Ik. Ii 32057 Arrays Arrays shall comply with Section 32074 nIL IidL d tot L011 I.L of di IL nt C 11101 dilL I In. sh ill hL 3205.8 Flue spaces Flue spaces shall comply with Section hJ•Cd ((11 1110 hICliLSI IkizOrd onllifllLditv ChILL Ll0tLd U(cCpt in. - 3208.3. I pr n. IdLd ill Oi.LtI0fl - 1 3204.2 Designation based on engineering analysis. The SECTION 3206 * designation of a high-piled combustible storage area, or por- GENERAL FIRE PROTECTION - tion thereof, is allowed to be based on a lower hazard class AND LIFE SAFETY FEATURES r i than that of the highest class of commodity stored when a limited quantity of the higher hazard commodity has.been . 3206.1 General. Fire protection and life safety features for demonstrated by engineering analysis to be idquately. pro- high-piled storage areas shall be in accordance with Sections I tected by the automatic sprinkler system provided. The 3206.2 through 3206.10. engineering analysis shall consider the ability of the sprin 32062 Extent and type of protection Where required by kler system to deliver the higher density required by. the Table 3206.2, fire detection systems, smoke and heat removal higher hazard commodity. The higher density shall bebase.d and automatic sprinkler design densities shall extend the I -- on the actual storage height of the pile or rack and themjni- lesser of 15 feet (4572 mm) beyond the high-piled storage - I mum allowable design area for sprinkler Operation as: set area or to a permanent partition. Where portions of high-piled forth in the density/area figures provided in NFPA- .13.. The storage areas have different fire protection requirements I contiguous area occupied by the higher hazard commodity because of commodity, method of storage or storage height, shall not exceed 120 square feet (II m2) a,nd. additional the fire protection features required by Table 3206.2 within - areas of higher hazard commodity shall be separated from this area shall be based on the most restrictive design require- other such areas by 25 feet (7620 mm) or more. The sprin- ments. - kler system shall be capable of delivering the higher density ,I 2 over a minimum area of 900 square feet (84 m ) for wet pipe 3206.3 Separation of high-piled storaoe areas. High-piled b systems and 1,200 square feet (Ill m 2) -for d • •ry, pipe • sys- - storage areas shall be separated from other portions of the • terns. The shape of the design area shall be in accordance buildi ng where required by Sections 3206.3.1 through with Section 903. - . . . . 3206.3.2.2. . -. I ... i 2016 CALIFORNIA FIRE CODE •-: 373 - 1 1 . Copyright© 2016CABSC. ALL-RIGHTS RESERVED. Accessed by Ellie Klousbruckoeron Dec ig, 20166154130 AM pursuant to License Agreementwith CA BSC. No further IJI -.1 k. k k - . reproduction or distribution aolhorie.ed, ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT ANDTHE LICENSE AGREEMENT, AND SUBJECT 1-0 CIVIL AND CRIMINAL PENALTIES THEREUNDER. HIGH-PILED COMBUSTIBLE STORAGE TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS . . ALL STORAGE AREAS . SOLID-PILED STORAGE, SHELF SIZE OF HIGH-PILED .. b (See Sections 3206, 3207 and 3208) STORAGE AND PALLETIZED STORAGE (see Section 3207.3) COMMODITY -CLASS STORAGE AREA° (square feet) U om Automatic fire- Fire detection Building Smoke and Maximum (see Sections 3206.2 and extinguishing system ---- system access heat removal Maximum pile dimension permissible storage Maximum pile volume . - (see Section. (see Section 3206 5) (see Section 3206 6) (see Section 3206 7) (feet) height (cubic feet) 3206.4) - - - (feet) 0-500 Not . Not Not Not Not Not Not Required" . _Required Required' Required Required Required Required 501-2,500 Not Required Yes' Not • Required Not Required 100 40 100,000 .2501-12000 . Yes , Not Not Not 100 40 400,000 Public accessible Required Required Required I-2iJ1/ N N p:iI Ii hi R i i.i ii I l ILI I I'. ii I I rd i/Ill Opri ii: I I 2501-12000 Not Nonpublic accessible Required' . Yes Yes Yes' 100 30 200,000 (Option 12001-20000 Yes Not Required Yes Ye& 100 40 400,000 0001-500000 ' 20,001-500,000 'Yes - Not Required Yes Yes 100 40 400,000 Greater than 500,0009 Yes Not Required Yes Yes' 100 40 400,000 0-500 Not Not Not Not 50 Not Not Required' Required Required' Required Required Required 50172,500 Yes Not Not . Not 50 30 75,000 Public accessible Required Required Required 501-2500 Not Not Nonpublic accessible Yes- • Required Required Not50 Required 30 75,000 . High - :(option I) hazard , 501-2,500 Not Nonpublic accessible Required . Yes Yes Yesi 50 20 50,000 (Option 2) 2,5 . 0 . 1- 300 000 Yes Not Required Yes Yes' 50 30 75,000 300,001-5 00 000'' Yes . Not Required Yes Yes' 50 30 75 000 For SI: 1 foot = 304:8 mm, I cubic foot= 002832 m3, I square foot = 00929 m2. I, a. Where automatic sprinklers are required for reasons otherthanthose 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, I d. For storage in excess of.the height indicated, special fire protection shall be provided in accordance with Note g where required by the fire code official. See Chapters 51 and 57 for special limitations for aerosols and flammable and combustible liquids, respectively. Section 503 shall apply for fire apparatus access: For storage exceeding 30 feet in height, Option I shall be used. .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 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 of the California Building Code shall be used to divide high-piled storage exceeding 500,000 square feet in area. i i. Not required where an automatic fire-extinguishing system is designed and installed to protect the high-piled storage area in accordance with Sections 3207 and 3208. j. Not required where storage areas with an exit access travel distance of 250 feet (76 200 nini) or less are protected by either early suppression fast response - ' (ESFR) sprinkler systems or control mode special application sprinklers with a response time index of 50 (m . 5)1/2 or less that are listed to control a fire in the stored commodities with 12 or fewer sprinklers, installed in accordance with Section 903.3.1.1. .1 . .., - ',' :. 2016 CALIFORNIA FIRE CODE I . Copyright 02016CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Kbusbruckocron Dec 9, 2016 65430 AM pursooni io License Agreement with CA BSC. No further i k . reprodociion or disiriboiion uoiho,ioed. ANY UNAUTHORIZED REPRODUCrION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE - LICENSE AGREEMENT. AND SUBJEcTTO CIVIL AND CRIMINAL PENALTIES THEREUNDER. -I, I '.Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement,for individual use and download on November 14, 2015 to KLAUSBRIJCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted.without written permission of NFPA. For inquires or to report unauthorized use, contact ticensing@nfpa.org. 123. 3.9.2.1.2* Open 'Az-ray. A storage arrangement where air - movement through the pile is enhanced because of vertical flues larger than 6 in. (150 Trim). 3.9.2.2 Bin Box Storage. Storage in five-sided wood, .'Metal, or cardboard boxes with open face on the aisl'es'in which boxes are self-supporting Or supported by a structure so designed that little or no horizontal or vertical. space -exists around boxes. -1' 39.2.3 Palletized Storage. Storage ofcohdties.ipal- lets or other storage aids that form horizontaltspaces be- tween tiers of storage. .'• 3.9.2.4* Pile Stability, Stable Piles. Thos&atráys wFieiecol- - lapse, spillage of content, or leaning of staks across flue spaces is not likely to occur soon after initial fire develop- ment. 3.9.2.5* Pile Stability, Unstable Piles. Those arrays where collapse, spillage of contents, or leaning of stacks across flue spaces occurs soon after initial fire development. I 3.9.2.6* Shelf Storage. Storage on structures up to and in- cluding 30 in. (750 mm) deep and separated by aisles at least 30 in. (750 mm) wide.' - - 3.9.2.6.1* Bach-to-Back Shelf Storage. Two solid or perfo- rated shelves up to 30,in. (750 mm) in depth each, not exceeding a total depth of 60 in. (1.5 m), separated by a longitudinal vertical barrier such as plywood, particle- board, sheet metal, or equivalent, with a maximum 0.25 in. , (6 mm) diameter penetrations and no longitudinal flue. space and a maximum storage height of 15 ft (4.6 m). 3.9.27. Solid-Piled Storage. Storage of commodities stacked on each other. - le 3.9.2.8 Solid Unit Load of Unexpanded Plastic (Either Car- toned or Exposed). A load that does not have voids (air) Within the load and that burns only on the exterior of the load; water from sprinklers might reach most surfaces avail- able to burn. 3.9.3 Rack Storage. . 3.9.3.1* Aisle Width. The horizontal dimension between the face of the loads in racks under consideration. 3.9 .3.2 Automotive Components on PortableRacks.' Instru- ment panels, windshields, metal and plastic gasoline tanks, heater housings, door panels, interior trim,bumper facia, -; wiring harnesses,- sheet metal, body components, engines, driveline components, steering mechanisms, auxiliary mo- - tars, and lighting — all with or, without expanded GroupA plastic dunnage. This definition does not include thestor- age of air bags, tires, and seats on portable racks.., 3.9.3.3,Buliihead. 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. (450 mm) of the aisle face of•storage, and are used to oppose vertical development of fire on the ex- - ternal face of storage. .-,•. 'J.3.9.3.5 Horizontal Barrier. A solid 1. barrier in the horizontal - - position covering the entire rack, including all fluespaces - at certain height increments, to prevent, vertical fire spread. Longitudinal flue Space. The space between rows of storage perpendicular to the direction of loading with a width not exceeding 24 in. (600 mm) between storage. 3,9,3,7* Rack. Any combination of vertical, horizontal, and diagonal members that supports stored materials. [1, 20151 ------ -'—' '- '----- -'--' 1. --- 1), II., 1?,ll,L' hls L,- . k'i F,- I Ii ii r ClI tIA I If )i ii) 111111 ii r '.1 i-' 1''. ,'i )', • I k h i\ ii ii ir I .1 ii ii) I I d( r ii I ii , '1111 It i I I ill I Ill 'I ':11 - - 3.9.3.7.2 Movable Racks. Racks on fixed rails or guides that can be moved back and forth only in a horizontal, two-dimensional plane. A moving'aisle is created as abut- ting racks are either loaded or unloaded, then moved across the aisle to abut other racks. - 3;9.3.7.3 Multiple-Row Racks. Racks greater than 12 ft (300 mm) in depth or single- or double-row racks sepa; rated by aisles less than 3.5 ft (1.1 m) wide having an overall' width greater than 12 ft (300 mm). '.937.4 Opcw Radi P't, L- niiliiiii dii rid i iii I Ii Il twI I Ill ph(" ' HI III k", IL L\ II , ' If 111.1 dnil i or I 111,111 20 f , - -i niili h, k( i,i\nir ion iii -h Iii(i dsiirl,i h i ii ii I I i fi I) II H I II H H In o ' - I hi -In H lilt IIIdn ihi' uIirI/onL1I JIll ii L III ill - uli'I I III Ii (Ill 11111 p II I I! ILH1iIi inini'ri - ,su._., 3.9.3.7.5 Portable Racks. Racks that are not fixed in place and can be arranged in any number of configurations: 3.9.3.7.6 Rack Shelf Area. The area Of the horizontal sur- face of a shelf in a rack defined by perimeter aisle (s) or nominal 6 in. (150 mm) flue spaces on all four sides, or by the placement of loads that block openings that would oth- erwise serve as the required flue spaces. I j.dr' Rn:r bc/n, RH Ls (lint fiji' III I I1HIU1PI ~IIJ I i i I, 1, 'Illd Li I Ii - i if (') I o I I 1 H in) i- P - P 'iii-' I ''I'll It 'in Ii I I ]111 bini' ii Inlir, I, I 3.9.3.7.8 Slatted Shelf Rack. A rack where shelves are fixed - in place with a series of narrow individual solid supports used as the shelf material and spaced apart with regular openings. - - 3.9.3.7.9 Solid Shelf Rack. A rack that is not defined as an open rack where shelves are fixed in place with a solid, slatted, or wire mesh barrier used as the shelf material and having limited openings in the shelf area. - 3.9.3.8* Solid Shelving. Shelving that is fixed in place, slat- ted, wire mesh, or other type of shelves located within - racks. The area of a solid shelf is defined by perimeter aisle or flue space on all four, sides or by the placement of loads that block openings that would otherwise serve as the re- - quired flue spaces. Solid shelves having an area equal to or less than 20 ft2 (1.9 m2) are defined as open racks. Shelves' of wire mesh, slats, or other materials more than 50 percent - open and where the flue spaces are maintained are defined - as open racks. 3.9.3.9 Transverse flue Space. The space between rows of storage parallel to the direction of loading. (See Figure A.3.9.3.6.) ' 2016 Edition Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAIJSBRUCKNER AND ASSOCIATES for designated user ELLEY I KUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact Iinsing@nfpa.org. 13-54 . INSTALLATION OF SPRINKLER SYSTEMS . 8.5.4.1.3 For ieilings that have insulation installed directly of the obstruction is 24 in. (600 mm) or less above the floor or against underside of. the ceiling or roof structure, the deflec- deck. I .tor distance shall be measured from the bottom of the insula- Lion, and shall be in accordance with 8.5.4.1.3.1 or 8.5.4.1.3.2. , 8.5.5.3.2 Sprinklers shall not be required under obstructions - . . that are not fixed in place, such as conference tables. 8.5.4.1.3.1 For insulation that is installed directly against the - . 8.5.5.3.3 Sprinklers installed under obstructions shall be of i i ceiling or roof structure and s installed flat and parallel. to the v : Ceiling or roof structure, the deflector distance shall be mea- ti the same type (spray, CMSA, ESFR, residential) as installed at . . 'I sured to the underside of the insulation. the ceiling except as permitted by 8.5.5.3.3.1. 8.5.4.1.3.2 For insulation that is installed in a manner that 8.5.5.3.3.1 Spray sprinklers shall be permitted to be utilized Causes it to deflect or sag down from the ceiling or roof struc- under overhead doors. ture, the deflector distance shall be measured as half. of.the 8.5.5.3.4* Sprinklers installed under open gratings shall be of. distarice Of the deflection from the insulation high' point to the intermediate level/rack storage type or otherwise shielded the insulation low point, from the discharge of overhead sprinklers. ' (A) If the deflection or sag in the insulation excëeds6 in. 8.5.5.4 Closets. In all closets and compartments, including I (150 mm), the deflector distance shall be measuredto the those closets housing mechanical equipment, that are not high'point of the insulation. . " .; . . larger than 400 ft3 (11.3 m3) in size, a single sprinkler at the - (B) The deflector shall not be positioned above the 16w 'point highest ceiling level shall be sufficient without regard to ob- .of the insulation. structions or minimum distance to the wall. I 8.5.4.1.4* Heat collectors shall not be used as a means to assist 8.5.6 Clearance from Deflector to Storage. r------- -------- _---.- - the activation of sprinkler Hl Ii, ili ii in I 8 5 I 8.5.4.2 Deflector Orientation Deflectors of sprinklers shall be I ii II ii 1< lie I I 111c I i 1 1 aligned parallel to ceilings roofs, or the incline of stairs I H .8.5.5 Obstructions to Sprinkler Discharge.8.5.6.2 Where other standards specify greater clearance to .8.5.5.1* Performance Objective. Sprinklers shall be located so , storage minimums, they shall be followed. as to minimize obstructions to discharge as defined in 8.5.5.2 8.5.6.3 A minimum clearance to storage of 36 in (900 mm) ' • and 8.5.5.3, or additional sprinklers shall be provided to en- shall be permitted for special sprinklers. sure adequate coverage of the hazard. (See FigureA.8.5.5.1.) 8.5.6.4 A minimum clearance to storage of less than 18 in 8.5.5.2* Obstructions to Sprinkler Discharge Pattern Develop- (450 mm) between the top of storage and ceiling sprinkler ment. . . . . .....deflectors shall be permitted where proven by successful large- .8.5.5.2J Continuous ort noncontinuous obstructions less scale fire tests for the particular hazard. - tharor equal to 18 in. (450 mm) below the sprinkler.deflector 8.5.6.5 The clearance from the top of storage to sprinkler. • that prevent the pattern from fully developing shall comply deflectors shall be not less than 36 in. (900 mm) where rubber • with 8552 tires are stored. 8.5.5.2.2 Sprinklers shall be positioned in accordance with 8.5.7 Skylights. , the minimum distances and special requirements of Sec- . .' I ti 8.6 through Section. 8.12 so that they are located suffi- 8.5.7.1 Sprinklers shall be permitted to be omitted from sky- through Section. away from obstructions such as truss webs and chords, lights not exceeding 32 ft2 (3.0 m2) in area, regardless of haz- pipes, columns, and fixtures. - r ard classification, that are separated by at least 10 ft (3.0 m) horizontally from any other unprotected skylight or unpro- 8.5.5.3* -Obstructions that Prevent Sprinkler Discharge from tected ceiling pocket I . Readiirg Hazard. Continuous or noncontiniious obstructions thatinterrupt the water discharge in a horizontal planemore 8.5.7.1.1 When a sprinkler is installed directly beneath a sky- than 18 in. (450 mm) below the sprinkler deflector in a man- light not exceeding 32 W(.3.0 m2), the distance to the ceiling nerto limit the distribution from reaching the rotected haz- shall be measured to the plane of the ceiling as if the skylight 4 I ard-shall comply with 8.5.5.3: was not present. 8.5.5.3.1* Sprinklers shall be installed under fixedb'bstruc- 8.5.7.2 Skylights not exceeding 32 W (3.0 m2) shall be per- Lions over 4 ft (1.2 in) in width mitted to have a plastic cover. 8 .5.5.3.1.1 Sprinklers shall be located below the obstruction 8.6 Standard Pendent and Upright Spray Sprinklers and not more than 3 in (75 mm) from the outside edge of the 8.6.1 General All requirements of Section 8.5 shall apply to obstruction. . . . . . ; - standard pendent and upright spray sprinklers except as I - 8.5.5.3.1.2 ca Where sprinklers are loted adjacent to the ob- modified in Section 8.6. I struction, they shall be of.the intermediate level rack type. 8.6.2 Protection Areas per Sprinkler (Standard Pendent and 8.5.5.3.1.3 The deflector of automatic sprinklers installed un- Upright Spray Sprinklers). , der fixed obstructions shall be positioned no more.than 12 in. 8.6.2.1 Determination of Protection Area of Coverage. I , (300 mm) below the bottom of the obstruction. . 8.6.2.1.1 Except as permitted by 8.6.2.1.2, the protection 8.5.53.1.4 Sprinklers shall not be required under noncom- area of coverage per sprinkler (As) shall be determined in - bustible obstructions over 4 ft (1.2 m) wide where the bottom accordance with 8.5.2.1. . 2016 Edition I Table 8.6.2.2.1(b) Protection Area.'s and Maximum Spacing of Standard Pendent and Upright Spray Sprinklers for Ordinary Hazard .. Maximum Protection Area Spacing Construction System Type Type ft2 m2 ft m All All 130 12.1 15': 4.6 , .• e •'.-'•; Table 8.6.2.2.1(c) Protection Areas and Maximum Spacing of Standard Pendent and Upright Spray Sprinklers for Extra 'Hazard -Maximwn Protection Area Spacing 'Construction .System 'Type Type ft2 m2 ' - ft in All Pipe ' 90 8.4 . ,12* 37* schedule All Hydraulically 100 9.3 .,. 12" 37 calculated with density ' ~0.25 All Hydraulically 130 ' 12.1 15 4.6 calculated with - density <0.25 *In buildings where solid structural members reate bays up to 25 ft (7.6 m) wide, maximum spacing between sprinklers is permitted up to 12ft 6 in. (3.8 m). J 1'ahlc S6 .2 .2. 1 ci l'r-c lion .ic-.e5 and Maximititi Spacing of S hId it'd I cndctit and I Jprilil "spro "sprinkl r5 for l-Jt,,It I tli d Stot i.., l\illlthlhl Ptolcct.nn Art-a Spacing (.ott'sli'ucticrt Sv,tcni TN-pc Tvpc Ii rtt ft ni 'dl llliuli Ilk IHI 1 Ill ul 111 _i•• .---. . ± .....- ..... All Hydraulically 130 . 12.1 ' ' 15" , 4.6 calculated I -' with . . density . <0.25 ' tIn buildings where solid structural members create bays up to 25 ft (7.6 m) wide, maximum spacing between sprinklers is permitted up to 12 ft 6 in(3.8 m). I . I I I , 'I KL.ALJSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensing©nfpa.org. I Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement,for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated userELLEY - 13-56 INSTALLATION OF SPRINKLER SYSTEMS 8.6.3.2 Maximum Distance from Walls. 8.6.3.2.1 The distance from sprinklers to walls shall not ex- ceed one-half of the allowable distance between sprinklers as indicated in Table 8.6.2.2.1(a) through Table 8.6.2.2.1(d). 8.6.3.2.2 The distance from the wall to the sprinkler shall be '. measured perpendicular to the wall. 8.6.3.2.3* The requirements of 8.6.3.2.1 shall not apply where walls are angled or irregular, and the maximum horizontal distance between a sprinkler and any point of floor area pro- - tected by that sprinkler shall not exceed 0.75 times the allow- .. •- - able distance permitted between sprinklers, provided the . maximum perpendicular distance is not exceeded. , 8.6.3.2.4* The requirements of 8.6.3.2.1 shall not apply within. small rooms as defined in 3.3.22. ' • 8.6.3.2.4.1 Sprinklers shall be permitted to be located not more than 9 ft (2.7'm) from any single wall. 8.6.3.2.4.2 Sprinkler spacing limitations of 8.6.3 and area limitations of Table 8.6.2.2.1 (a) shall not be exceeded. 8.6.3.2.5 Under curved surfaces, the horizontal distance shall be measured at the floor level from the wall, or the intersec- tion of the curved surface and the floor to the nearest sprin- kler shall not be greater than one-half the allowable distance between sprinklers. 8.6.3.3 Minimum Distances from Walls. Sprinklers shall be lo- cated a minimum of 4 in. (100 mm) from a wall. 8.6.3.4 Minimum Distances Between Sprinklers. 8.6.3.4.1 Unless the requirements of 8.6.3.4.2, 8.6.3.4.3, or ' 8.6.3.4.4 are met, sprinklers shall be spaced not less than 6 ft (1.8 m) on center. ' 8.6.3.4.2 Sprinklers shall be permitted to be placed less than 6 ft (1.8 m) on center where the following conditions are sat- • isfied: ' Baffles shall be arranged to protect the actuating ele- ments. Baffles shall be of solid and rigid material that will stay in place before and during sprinkler operation. Baffles shall be not less than 8 in. (200 mm) long and 6 in. (150 mm) high. The tops of baffles shall extend between 2 in. and 3 in. (50 mm and 75 mm) above the deflectors of upright . sprinklers. The bottoms of baffles shall extend downward to a level at least even with the deflectors of pendent sprinklers. 8.6.3.4.3 In-rack sprinklers shall be permitted to be placed less than 6 ft (1.8 m) on center. 8.6.3.4.4 Old-style sprinklers protecting fur storage vaults shall be permitted to be placed less than 6 ft (1.8 m) on center. 8.6.4 Deflector Position (Standard Pendent and Upright Spray Sprinklers). 8.6.4.1 Distance Below Ceilings. ' 8.6.4.1.1 Unobstructed -Construction. 8.6.4.1.1.1 Under unobstructed construction, the distance between the sprinkler deflector and the ceiling shall be a mini- mum of 1 in. (25 mm) and a maximum of 12 in. (300 mm) throughout the area of coverage of the sprinkler. 2016 Edition ' _1 - GENERAL REQUIREMENTS FOR STORAGE 13-147 of supplemental, quick-response in-rack sprinklers located di- 12.6* Storage Applications. redly below the top tier of storage and at every flue space intersection. .. - .. 2 12.6.1 For storage applications with densities of 0.2gpm/ft (8.1 mm/mm) or less, standard-response sprinklers with a 12.1.3.4.7. When applying the supplemental in-rack sprinkler K-factor of K-5.6 (80) or larger shall be permitted. option, the ceiling density shall be based upon the given stor- age height with an assumed acceptable .clearaice to ceiling. 12.6.2 For general storage applications, rack storage, rubber 12.1.3.4.8 If in-rack sprinklers are required for'. the actual Lire storage, roll paper storage, and baled cotton storage being storage height with an acceptable clearance to ceiling, in-rack protected with upright and pendent spray sprinklers with re- quired densities of greater than 0.2 gpm/ft2 to 0.34 crpm/fttt sprinklers shall be installed as indicated by that criteria. 4. ' . . (8.1 mm/mm to 13.9 mm/mm), standard-response sprinklers 12.1.4 High Volume Low Speed (HVLS) Fans.'. ,. " with a nominal K-factor of K-8.0 (115) or larger shall be used.. 12.1.4.1* The installation of HVLS fans in buildings equipped 12.6.3 For general storage applications, rack storage, rubber with sprinklers, including ESFR sprinklers, shall comply.with tire storage, roll paper storage, and baled cotton storage being - the following: , .., .' protected with upright and pendent spray sprinklers with. re- The maximum fan diameter shall be 24 ft (7.3 m). quired densities greater than 0.34 gpm/ft2 (13.9 mm/mm), The HVLS fan shall be centered approxirhatelybetween standard-response spraysprinklers with a K-factorof K-11.2 (161) " four adjacent sprinklers. or laiger thatare listed for storage applications shall be used. The vertical clearance from the I-P,.TLS fan to sprinkler 12.6.1 I I - -I -deflector shall beaminimum of ft (900 mm). All HVLS fans shall be interlocked to shut down immedi- I 11111t llw llH 1 ,2 6 HId I_H.,, '11,11] 11"I •1 d 1' - ately upon receiving a waterfiow signalfrom the alarm IH 1 \IIII) I)lII lJjII)III 1' [II III)) jiiiiH '- i System in accordance with the requirements of 1'PA 72 ,N 1) - It tL_I.. 12.2* Hose Connections. 12.6.5 Where applying the requirements of Figure . , , . . 17.2.1.2.1(b) and Figure 17.2.1.2.1(c) utilizing the design 12.2.1 Small hose connections [111t2 in. (38-mm)] shall be criteria of 0.6 gpm/fttt per 2000 ft2 (24.4 mm/min per provided where required by the authority having jurisdiction 186 m2) to existing storage applications, the requirements in accordance with 8.17.5 for first-aid fire-fighting and over- of 12.6.3 shall apply. haul operations. . . . 12.2.2 Small hose connections shall not be required for the 12.6.6 The use of quick-response spray sprinklers for storage protection of Class I, II, III, and N commodities stored 12 ft applications shall be permitted when listed for such use. (3.7 m) or less in height. . . . 12.6.7 CMSA and ESFR sprinklers shall be permitted to pro- 12.3* Adjacent Hazards or Design Methods. For buildings tect storage of Class I through Class N commodities, Group A with two or more adjacent hazards or design methods, the plastic commodities, miscellaneous storage, and other storage following shall apply: . as specified in Chapter 12 through Chapter 20 or by other NFPA standards. - (1) Where areas are not physically separated by a barrier or partition capable of delaying heat from a fire in one area 12.6.7.1 ESFR sprinklers designed to meet any criteria ii * i from fusing sprinklers in the adjacent area the' required Chapter 12 or Chapter 14 through Chapter 20 shall be permit- sprinkler protection for the more demanding design basis Led to protect any of the following: shall extend 15 ft (4.6 m) beyond its perimeter. (1) Light hazard occupancies (2) The requirements of 12.3(1) shall not apply where the Ordinary. hazard occupancies areas are separated by a draft curtain or barrier located above an aisle, horizontally a minimum of 2 ft '(600 mm) Any. storage arrangement in Chapter .13 referencing frdm the adjacent hazard on each side, or a partition that 0H1, 0H2, EH1, and EH2 design criteria _is capable of delaying heat from a fire in one area from 12.6.7.2 Quick-response CMSA sprinklers designed to meet fusing sprinklers in the adjacent area. '• •• any criteria in Chapter 12 or Chapter 14 through Chapter 20 'The (3) requirements of 12.3(1) shall not apply to the exten- shall be permitted to protect any of the following: sion of more demanding criteria from an upper ceiling level to beneath a lower ceiling level where the difference Light hazard occupancies in •height between the ceiling levels is at least 2 ft Ordinary hazard occupancies (600 mm), located above an aisle, horizontally a'mini- Any storage arrangement in Chapter 13 referencing mum 2 ft (600 mm) from the adjacent hazard on each OH1, 01-12, EH1, and EH2 design criteria side. - . . 12.6.7.3 Standard-response CMSA sprinklers designed . to 12.4* Wet Pipe Systems. • .. ' '... meet any criteria in Chapter 12 or Chapter 14 through Chap- 12.4.1 'Sprinkler systems shall be wet pipe systems.. ter 20 shall be permittedto protect any of the following: 12.4.2 In areas that are subject to freezing or where special Ordinary hazard occupancies conditions exist, dry pipe Systems and preacticm systems shall Any storage arrangement in Chapter 13 referencing 'be prmitted to protect storage occupancies. OH1, 0H2, EH1, and EH2 design criteria 12.5 Dry Pipe and Preaction Systems. For dry pipe systems 12.6.8 The design figures indicate water demands for ordinary- and preaction systems, the area of sprinkler operation shall be temperature-rated and nominal high-temperature-rated sprin- increased by 30 percent without revising the density. klers at the ceiling. 2016 Edition Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement; for individual use and download on November 14, 201510 KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensing©nfpa.org. I . Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAtJSBRUCKNER No other reproduction or transmission in any form prmitted without written permission of NFPA. For inquires or to report unauthorized use, contact'licensingnfpa.org: 13-148 . INSTALLATION OF SPRINKLER SYSTEMS 12.6.8.1 The ordinary-temperature design densities corre- .spord to ordinary-temperature-rated sprinklers and shall be I. used for sprinklers with ordinary- and intermediate- temperature classification. 12.6.8.2 The high-temperature design densities. correspond to high-temperature-rated sprinklers and shall be used for I sprinklers having a high-temperature rating. . 12.6.9 Ordinary- and intermediate-temperature. sprinklers With K-factors of K-11.2 (161) or larger, where listed for storage, shall be permitted to use the densities for high- temperature sprinklers. 12.7 Discharge Considerations. I . 12.7.1 The, water supply.for sprinklers only shall. be 'deter- mined either from the density/area requirements of Chap- ter 12 through Chapter. 20 or shall be based upon the room design method in accordance with Section 12.10, at the discre- .. tion of the designer. .12.7.2* Systems with Multiple Hazard Classifications For sys- tems with multiple hazard classifications, the hose stream al- lowance and water supply duration shall be in accordance with I Section 12.8 as well as one of the following: The water supply requirements for the highest hazard classification within the system shall be used. ' The water supply requirements for each I individual hazard . classification shall be used in the calculations for the de- sign area for that hazard. (3) *Frr systems with multiple hazard classifications where the higher classification only lies within single rooms less than I . or equal to 400 ft2 (37.2 m2) in area with no such rooms adjacent, the water supply requirements for the principal - occupancy shall be used for the remainder of the system. 12.7.3 The calculations shall satisfy any single point on ap- propriate density/area curves. 12.7.4 The minimum water supply requirements shall be de- termined by adding the hose stream allowance from' Sec- Lion. 12.8 to the water supply for sprinklers as determined by Chapter 12 through Chapter 20. 12J.5 The minimum water supply requirements determined from '12.7.4 shall be available for the minimum durati,'on spéci- 'I , fled in Section 12.8. 12.7.6 ,Total system water supply requirements shall be dter- mined in accordance with the hydraulic calculation proce- dures of Chapter 23. 12.7.6.1 When using the density/area method, the design area shall meet the requirements of 23.4.4.2.1. I 12.7.6.2 When using CMSA, the design area shall meet the requirements of 23.4.4.3.1. - 12.7.6.3 When using ESFR sprinklers, the design area 'shall consist of the most hydraulically demanding area of 12 sprin- klers, consisting of four sprinklers on each of thrëe"bränch lines, unless other specific 'numbers of design sprinklers' are required in other sections of this standard. I . 12.7.7 Multiple, Adjustments. 12.7.7.1 Where multiple adjustments to the area of operation are required to be made, these adjustments shall .be com- pounded based on the area of operation originally selected. I .2016 Edition I 12.7.7.2 If the building has unsprinklered combustible con- cealed spaces, the rules of Section 12.9 shall be applied after all other modifications have been made. 12.7.7.3 The minimum design density for any sprinkler sys- tem installed in a storage occupancy shall be not less than 0.15 gpm/ft2 (6.1mm/mm) after all adjustments are made. 12.8 Hose Stream Allowance and Water Supply Duration. 12.8.1* Tanks shall be sized to supply the equipment that they serve. . 12.8.2k Pumps shall be sized to supply the equipment that they serve. 12.8.3 Water allowance for outside hose shall be added to the sprinkler requirement at the connection to the city main or a yard hydrant, whichever is closer to the system riser. 12.8.4 Where inside hose connections are planned or are required, the following shall apply: A total water allowance of 50 gpm (190 L/min) for a single hose connection installation shall be added to the sprinkler requirements. A total water allowance of 100 gpm (380 L/min) for a multiple hose connection installation shall be added to- the sprinkler requirements. The water allowance shall be added in 50 gpm (190 L/ mm) increments beginning at the most remote hose con- nection, with each increment added at the pressure re- quired by the sprinkler system design at that point. 12.8.5 When hose valves for fire department use are attached to wet pipe sprinkler system risers in accordance with 8.17.5.2, the following shall apply: The water supply shall not be required to be added to standpipe demand as determined from NFPA 14. Where the combined sprinkler system demand and hose stream allowance of Chapter 12 and Chapters 14 through. - 20 exceeds the requirements of NFPA 14, this higher de- mand shall be used. . . For partially sprinklered buildings, the sprinkler demand, not including hose stream allowance, as indicated in . Chapter 12 and Chapters 14 through 20 shall be added to the reisremenLsgiven NFPA 14. 12 6 I in di I ii i I n iii I ii I I IT II III. I I II'. (II 11 I IT I I IT] IT III ITT]IITTII TIIIIIii TIlT Iii i I! III) ill III III 1 j Id S 1') I iii I ii ITT lid I i J Ill I -- 12.9 Unsprinklered Unsprinklered Combustible Concealed Spaces. 12.9.1* When using the density/area method or room design method, unless the requirements of 12.9.2 are met for build- ings having unsprinklered combustible concealed spaces as described in 8.15.1.2 and 8.15.6, the minimum area of sprin- kler operation for that portion of the building shall be 3000 ft2 (280 mtt ). 12.9.1.1 The design area of 3000 ft2 (280 mtt) shall be applied . only to the sprinkler system or portions of the sprinkler system that are adjacent to the qualifying combustible concealed space. 12.9.1.2 The term adjacent shall apply to any sprinkler system protecting a space above, below, or next to the qualifying con- cealed space except where abalTier with a fire resistance rat- - ing at least equivalent to the water supply duration completely separates the concealed space from the sprinklered area. . Copyright 2015 National Fire Protection Association (NFPA).Licensed, by agreementifor,indivtdual use and download on November 14, 2015 to KLALJSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensing©nfpa.org. . I GENERAL REQUIREMENTS FOR STORAGE 13-149 Table 12.8.6 Hose Stream Allowance and Water Supply Duration . .. . . . Number of I . Ceiling . Size of Hose Stream Allowance Water Sprinklers Design . Supply Sprinkler in Design Area at Duration I .. . Commodity . Sprinider Type Spacing Type . Area* Ceiling gpm L/min (minutes) I up to lonrtc.2 I .. I rd A I d HI I IHd-. I . 1 \11) ..I . I . . Standard Up to 12 (,.IIIIIuiiH, Over 12 to . I _),I]]l, . 15 H j,,d1H I Over 15 to 25 I( . . 1 Control Mode Over 25 Specific I . Application Up to 6 (CMSA) Upto8f Over 6 to 8 Extended-coverage Over 8 to . 12 .. I . Over 12 Uplol2 I . Over 12 to Early Suppression . 15 Fast Response Standard (ESFR) Over 15 to .1•. .. •,.. 25 . Over 25 . On-floor rubber tire Standard and storage up to 5 ft I CMDA & CMSA extended-coverage (1.5 m) in height . . Any (110 rn2) 250 950 Over 1200 ft2 (111 m2) up to 1500 ft2 (140m2) 500 1900 Over 1500 ft2 (139m2) up to 2600 ft2 (240 m2' 500 1900 II. IUIII) NA 250 950 NA 500 1900 NA 500 1900 NA 500 1900 NA 250 950 NA 250 950 NA 500 1900 NA 500 1900 NA . 500 1900 NA 250 950 NA 500 1900 NA 500 1900 NA 500 1900 Any 250 950 120 60 90 120 150 60 . 60. 90 120 150 :. 60 90 . = 120 150 120 (continues) 2016 Edition ..' .Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for.individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY - -- I -' KLAUSBRUCKNER. 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. 13-172 INSTALLATION OF SPRINKLER SYSTEMS .I 16.1.11.1.1 Nominal 6 in. (150 mm) longitudinal flue spaces 16.2.1.3 Protection Criteria for Rack Storage ofClasslThrough shall be provided in double-row racks. . . .. Class1V Commodities Stored Over 12 ft (3.7 m) in Height. 5 16.1.11.1.2 Random variations in the width of the flue space1s or in their vertical alignment shall be permitted T2. I 1 LIJU I (II lII.fiJ(I '11,111 11 II. F11LIIL 16.2 Protection Criteria for Rack Storage of Class'l.Tiiugh IL I. JLIILI(ijllfl 1 '1 1W II I Cl ass IV Commodities Stored .Up to and Including 2. ft ,,. 16__.1.. l._ Ii lJLi1I I IIlI 1< i Jk.lI ( I,L. I i_Il. I (7.6 m) in Height. -, . 1 ] Ill, ii I . I\ IlIllIdlIl fill .4 ILIW1I II 16.2.1 Control Mode Density/Area Sprinider PrtectknCri-'. ILIflI I! 111 1II'IJ II 1111)11 lU 1,1I IIlfli F teria for Rack Storage of Class I'1hrough (1ass' 1 I I 111(1 III III 1 (11 1 JR piii Ii 11)111 111111 I .11111 .1111 ties Stored Lip to and Including 25 ft (7.6 m) in Height. .j 11111 I 11111 I IL Ill 1 'LIIIIL 1 II 1 h,lII 1)1 fi I .16.2.1.1 The area and density for the hydraulically remote I I 1! II Ii II 111 II II 11 1 lIi\l I LI 1111 Ii - - I area and the water supply shall be determined asspeèified-in lb] Ii I ILil II I I I Ill III .11)41 III III II .1 Ii j - , 16.2.1.2 for storage up to 12 ft (3.7 m) and J'6:2.,1:3., to 1IIdII' .1111 11114 11,111 I) .1. Ijy.n III 162.1.3.4 for storage over 12ft(3.7i-n).- '-i.: 111(1 11,11111 lILIJIl1I.1 14)111' fl Ii .i I .14 1 hfi I IF • I .: . - 16.2.1.2 Protection Criteria for Rack Storagef Class I- ]Il II 1111 II '. I II I I}Il IL, II I I 4 III I Il 'I'll Ill I I1( '- III I • Through Class 1V Commodities Stored Upto12ft(3.7 in) in I II II lI"lfi lI IllIlfi IF. F. Height. . .. 16.2.1.3.2.1* Design densities for single- and double-row racks I - . . . . -16.2.1.2.1 The protection criteria a for storage to•. and in- shall be selected to correspond to aisle width. (See Section C. 15.) •.i - cluding 12 ft (3.7 rn) shall be the same as miscellaneous stor- For aisle widths between 4 ft (1.2 m) and 8 ft (2.4 m), the. ag from Chapter 13.: rules for 4 ft (1.2 m) aisle width shall be used or direct linear • 16.2.1.2.2 The protection criteria in Chapter 13shall be ac- interpolation between the densities shall be permitted. . 5 . ceptable for storage of Class I through Class 1V commodities F . The density given for 8 ft (2.4 m) wide aisles shall be up to and including 12 ft (3.7 m) in height. (See lable 13.2.1 for . specific Class I through Class fVstorage height protection criteria.) der than 8 ft (2.4 m). s. applied to aisles wider I 16.2.1.2.3 For storage 12 ft (3.7 m) or less in height that does The density given for 4 ft (1.2 m) wide aisles shall be applied not meet.the definition of Miscellaneous Storage that is on solid to aisles more narrow than 4 ft (1.2 m) down to 3½ ft (1.1 m). shelf racks, in-rack sprinklers shall be provided in accordance Where aisles are more narrow than 3½ ft (1.1 m), racks 16.1.6 and ceiling sprinkler protection shall be provided shall be considered to be multiple-row racks. * I with in accordance with Chapter 13. . . - ** . . . e•i_ .I . . -• . .. . .' Curve Legend Curve Legend A - Single- or double-row racks E - Single- or double-row racks with 8 ft (2.4 m) aisles with 8 ft (2.4 m) aisles I . with high-temperature and high-temperature ceiling sprinklers and ceiling sprinklers . .. ordinary-temperature F- Single- or double-row racks - - Ceiling sprinkler density (mm/mm)' in-rack sprinklers with 4 ft (1.2 m) aisles - . .. . B - Single- or double-row and high-temperature I 16 C .g4000 0. 3000 .1 5 ,2000 '0 5' i000 racks with 8 ft (2.4 m) ceiling sprinklers 370 . aisles with ordinary- G - Single- or double-row racks temperature ceiling with 8 f (2.4 m) aisles °' 0. sprinklers and ordinary- and ordinary-temperature 280 0 temperature in-rack ceiling sprinklers . sprinklers H - Single- or double-row racks . C - Single- or double-row racks with 4 ft (1.2 m) aisles h. 186 2 with 4 ft (1.2 m) aisles and ordinary-temperature 0 or multiple-row racks with ceiling sprinklers 5* is high-temperature ceiling - Multiple-row racks with sprinklers and ordinary- 8 f (2.4 rn) or wider temperature in-rack .0.1 0.15 0.2 0.25 0.3 0.35 0.4 0.45 -- sprinklers .' vvv - - - 2 Ceiling sprinkler density (gpm/ft ) i 0- Single- or double-row racks 0 temperature ceiling sprinklers - - with 4 ft (1.2 m) aisles or multiple-row racks with - Multiple-row racks with - - ... . ordinary-temperature ceiling sprinklers and ordinary- 8 ft (2.4 m) or wider •. aisles and ordinary- I - . , . - . . • temperature in-rack temperature ceiling - - . - . . sprinklers sprinklers . • FIGURE -16.2.1.3.2(a) Sprinkler System Design Curves - 20ft (6.1 m) High Rack Storage . I Class I Nonencapsulated Commodities - Conventional Pallets. . . - - 2016 Edition' .- I Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement,.for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensing©nfpa.org. ' . PROTECTION OF RACK STORAGE OF CLASS I THROUGH CLASS IV COMMODITIES 13-175 Ceiling sprinkler density (mm/mm),.. Curve Legend Curve Legend ' '-. - 61' 9 1fl7 122 14 1 1AI 1ttt 9fl4 4000 0. j3000 '°' 2000 0 M a '•v . _ 1000 I 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 -- . a 2 a 0 . Ceiling sprinkler density (gpm/ft ) 0 I FIGURE 16.2.1.3.2(f) Single- or Double-Row Racks - 20 ft (6.1 m) Hugh Rack Storage - Sprinkler System Design Curves - Class III Encapsulated Commodities - Conventional Pallets Ceiling sprinkler density (mm/mm) 465 ' Curve Legend Curve Legend 10 2 12 2 14 3 16 3 18 3 20 4 22 4 24 5 A -8 ft (2.4 m) aisles with C -4 ft (1.2 m) aisles with 8 4000 a CL 3000 02000 I .1. - LM 1000 . . 0.25 0.30 0.35 0.40 0.45 0.50 0.55 0.60 Ceiling sprinkler density (gpm/ft2)- . :FIGURE 16.2.1.3.2(g) Single- or Double-Row Racks - 20 ft (6.1 m) High Rack Storage - Sprinkler System Design Curves - Class IV Encapsulated Commodities - Conventional Pallets. r - I ahk 16.2.1.3.2 Sini.,k or I)tju[skRovs Rak'. 't n ags Ht lsu. Osi r 12 It I 7 ns 1 p to and lisclsidnia, 25 It 7.6 iii) c 370 A -8 ft (2.4 m) aisles with C- 4 ft (1.2 m) aisles with .' high-temperature ceiling high-temperature ceiling sprinklers and ordinary- sprinklers and ordinary- temperature in-rack temperature in-rack 280 ... sprinklers sprinklers B- 8 ft (2.4 m)aisles with . D- 4 ft(1.2 m)aisles with ordinary-temperature ordinary-temperature cL 186 ceiling sprinklers and ceiling sprinklers and '• .: , .. ordinary-temperature ordinary-temperature in-rack sprinklers in-rack sprinklers 93 2 . :5 570 E2 u.m.q..umom ...euuly nmyn-iemperdture ceiling sprinklers and ordinary- sprinklers and ordinary- . .. - temperature in-rack temperature in-rack 280 sprinklers sprinklers B- 8 ft (2.4 m)aisles with D- 4 ft (1.2 m)aisles with ordinary-temperature ordinary-temperatureCL ceiling sprinklers and ceiling sprinklers and 186 0 ordinary-temperature ordinary-temperature cc in-rack sprinklers in-rack sprinklers a C 93 Lm Ceiling Sprinkler Water Demand Aisles* With In-Rack Sprinklers Without In-Rack Sprinklers Apply' Commodity . . ' ' ' Sprinklers, Mandatory Apply Figure Figure 16.2.1.3.4.1 Height Class Encapsulated ft in In-Rack Figure Curves 16.2.1.3.4.1 Figure Curves . No 4 ' 1.2 No 6.2.1.3.2(a) C and 0 162. . . . 1 3 2'a' Fand H Yes 8 •, ., 2.4 A and B £ and C Yes ' 4 . 1.2 No Cand 0 16.2.1.3.2(e) Cand H Yes 8.. 2.4 16.2.1.3.2(e) A and l3 EandF No 4 ' ' 1.2 No 16.2.1.3.2(b) C and D 16.2.1.3.2(b) C and H Yes -, 8 . ___ 2.4 A and B Land F 162132(e) 4 12 I C and O Gandli Aandli I ' " • Ill' I' Yes No , 4 ' 1.2 No , 16.2.1.3.2(c) C and O 16.2.1.3.2(c) G and H Yes 8 • . 2.4 A and B Land F 4 1.2 C and D - Yes I level 16.2.1.3.2(t) - - - 8 , 2.4 A and B Iv No 4 ' • 1.2 No 16.2.1.3.2(d) C and D 16.2.1.3.2(d) C and H Yes 8 - 2.4 • Aand II Land F 4 1.2 C and D Yes • I level I6.2.I.3.2(g) - - - __________ 8 _________ 2.4 • A and B Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensing@nfpa.org. 13-174 .. INSTALLATION OF SPRINKLER SYSTEMS ''S Curve Legend Curve Legend Ceiling sprinkler density (mm/mm) • ,-. A - Single- or double-row racks E- Single- or double-row racks with 8 ft (2.4 m)'aisles with 8 ft (2.4 m) aisles I ' 8.2 10.2 '12.2 14.3 16.3 18.3. '20.4 22.4 24.5 ' with high-temperature and high-temperature 4000 n-i TI III fl-fT [I Sn le bi'nj '. 370 . ceiling sprinklers and ceiling sprinklers -. d Si n onl ordinary-temperature F- Single- or double-row racks A B n e g Y\,1 in-rack sprinklers with 8 ft (2.4 m) aisles .2 3000 '280 2 B Single- 0r double-row racks and ordinary-temperature I :Ti with 8 ft (2.4 m) aisles ceiling sprinklers c 4 , with ordinary-temperature G- Single- or double-row racks 2000 . '186 ceiling Sprinklers and with 4 ft (1.2 m)aisles - c G4 ordinary-temperature and high-temperature Co in-rack sprinklers ceiling sprinklers I ,ca C -Single- or double-row racks H- Single- or double-row racks 1000 93 with 4 ft (1.2 m) aisles or with 4 ft(1.2 m)aisles .0.20 0.25 0.30 0.35 0.40 0.45 .0.50 -'C 0.55 0.60 , multiple-row racks with and ordinary-temperature . 2 m 0 Ceiling sprinkler density (gpm/ft ) 0 high-temperature ceiling ceiling sprinklers - I - . Note: Curves sprinklers and ordinary- temperature in-rack C and D also apply to ceiling sprinklers only for multiple-row sprinklers rack storage up to and including 15 ft (4.6 m) high, and Figure 16.2.1.3.4.1 D - Single- or double-row racks shall not beapplied. . with 4 ft (1.2 m) aisles or multiple-row racks with I - ordinary-temperature Ceiling sprinklers and - ordinary-temperature - in-rack sprinklers I FIGURE 16.2.1.3.2(d) Sprinkler System Design Curves -20 ft (6.1 m) High Rack Storage - Class 1V Nonencàpsulated Commodities - Conventional Pallets. Curve Legend flC11FT 1!nd - A-8ft(2.4m) aisles with E 1 - - - high-temperature ceiling sprinklers and ordinary- inc . , . temperature in-rack F -8 ft (2.4 m) aisles with - . . . . sprinklers ordinary-temperature - • - __ Ceiling-sprinkler density (mm/mm) B -8 ft (2.4 isles with ceiling sprinklers • . E 6.1 8.2 10.2 12.2 14.3 16.3 18.3 20.4 or ' -temperature ceiling prinklers and ordinary- G-4ft(1.2 m) aisles with ' I'°°° [] point 370 :sprinklers tu ireare mnack rs high-temperature ceiling I _____ A - B ICL - C - D -J- t g- C -4 ft (1.2 m) aisles with ordinary-temperature 3000 I 1 280 ceiling sprinklers - sprinklers and ordinary- G temperature in-rack ! oo I sprinklers 186 16 D-4ft(t2m) aisles with ca ordinary-temperature ceiling .. temperature in-rack I .0' . 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 sprinklers a Ceiling sprinkler density (gpm/ft2 ) 0 FIGURE 11.2.1.3.2(c) 'tiitt'' üi Dihk-I-o Racks - 211 It .I nil lEigh Rack tntur- Pilll.CLSI - . rptiit1ki Sst -,n 1)r''ign ( iiri' C la',- 1 ,tjid ( hi-,'. II Eat apcidai&'d (oinnttcIiiu ( on'. ution ii - I i - . . , - . , -• I 2016'Edition 1I (160)54319 ci6 955381 I ___ jj1jxI __ c'— I JRSTATE I Pft OTECTION I a 4 I ATTACHMENT #7 I ADDITIONAL REQUIREMENTS AuToMATId FIRE SPRINKLER REQUIREMENTS 1 * I I * I 1 I , I 1• 4 H •' .1 t - 4 HIGH-PILED COMBUSTIBLE STORAGE 3203.7.3 Group C plastics. Group C plastics are plastic materials having a heat of combustion .and'aburning rate similar to those of ordinary combustibles. Examples of Group C plastics include, but are not limited to, the fol- lowing: Fluoroplastics (PCTFE, polychlofbtrifluoreihylene; PTFE, polytetrafluoroethylene) Melamine (melamine formaldehyde) Phenol PVC (polyvinyl chloride, rigid or plasticized less than S percent, e.g., pipe, pipe fittings) .L PVDC (polyvinylidene chloride) . PVDF (polyvinylidene fluoride) '. . PVF (polyvinyl-fluoride) . . Urea (urea formaldehyde) . 3203.7.4 Limited quantities of Group Aplastics in mixed commodities. Figure 3203.7.4 shall be 'used to determine the quantity of Group A plastics allowed to be stored in a package or carton or 0n a pallet without increasing the commodity classification SECTION 3204 DESIGNATION OF HIGH-PILED STORAGE AREAS 3204.1 General. High-piled storage areas, and portions of high-piled storage areas intended for storage of a different commodity -class than adjacent areas, shall be designed and specifically designated to contain Class 1, Class 11, Class 111, Class IV or high-hazard commodities. The designation of a high-piled combustible storage area, or portion thereof intended for storage of a different commodity class, shall be based on the highest hazard commodity class stored except as provided in Section 3204.2. 3204.2 Designation based on engineering analysis. The designation of a high-piled combustible storage area, or por- tion thereof,' is allowed to be based on a lower hazard class than that of the highest class o o limited quantity of the higher demonstrated by engineering a EXTENT OF tected by the automatic spri P #ensi, K.,y engineering analysis shall con kier system to deliver the higher . higher hazard commodity. The higher density shall be based on the actual storage height of the pile or rack andt1e mini- mum allowable design area for sprinkler operation as set forth-, in the density/area figures provided inNFPAl3. The contiguous area occupied by the higher hazard commodity ,shall not exceed .120 square feet (11 m2) and additional areas of higher hazard commodity shall be separated from other such areas by 25 feet (7620 mm) oi?more The sprin- kler system,shall be capable of delivering the higher density over a minimum area of 900 square feet (84 m2) for wet pipe systems and 1,200 square feet (lii m2) for dy pipe sys- tems. The shape of the design area shall be in áccodance with Section 903. SECTION 3205 HOUSEKEEPING AND MAINTENANCE 3205.1 Rack structures. The structural integrity of racks shall be maintained. 3205.2 Ignition sources. Clearance from ignition sources. shall be provided in accordance with Section 305. 3205.3 Smoking. Smoking shall be prohibited. Approved "No Smoking" signs shall be conspicuously posted in accor- dance with Section 310. 3205.4 Aisle maintenance. When restocking is not being conducted, aisles shall be kept clear of storage, waste mate- rial and debris. Fire department access doors, aisles and exit doors shall not be obstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches (610 mm) shall be maintained in 48- inch (1219 mm) or smaller aisles, and a minimum unob- structed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 48 inches (1219 mm). During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches (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 3207.3. .' 3205.6 Designation of storage heights. Where required by the fire code official, a visual method of indicating the maxi- mum allowable storage height shall be provided. . ,. 3205.7 Arrays. Arrays shall comply with Section 3207.4. 3205.8 Flue spaces. Flue spaces shall comply with Section 3208.3. 0 0 SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES 3206.1 General. Fire protection and life safety features. for high-piled storage areas shall be in accordance with Sections 3206.2 through 3206.10. 32116.2 1 xftiu rnd 1'F f pioRLrlun Whcrc Injmrcd 1)1 I ihk "200., Iii rtiori \ lLfll rnoL od Ho lI1 irrd lit rir Ito. priril Li d.oILn di ti H ill L\ftnd tIlL of H Lu 47 niH h& H [IlL Iiih pilLd [or IL H CA or to j prni lrrliit p1l[Ioll Iir portion Iiih priod tr Fi\L dIIfL[Lrlt lirL pr [rLtl ii I Lqu11LI1ILl1tL hCL,lusu 01 L oirrlrodlt\ nrrthod of Ltor ir 01 t I t Ill iii iii lift prolLLtlon ft liii. ILlIIrLd Pt I Ihir JIL ithiii tIns IrLI LII II H H H on (IlL in I rLJrftrl\L dLLI U iLqinrL iliLlilt - . - 3206.3 Separation of high-piled storage areas. High-piled storage areas shall be separated from other portions of the building where required by Sections 3206.3.1 through 3206.3.2.2. - 2016 CALIFORNIA FIRE CODE .- . , .373 I II o c0PYjgt © 2016 CA BSC. ALLRIGHTS RESERVED. Accessed by ElSe k'Ioosbrucknerors Dec 9, 2ol6&s-s3o AM pursuant to License Agreement with CA RSC. No IurshLr k i I I . - reproduction or distribution onlhdrized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE : - LICENSE AGREEMENT, AND SUBJECTTO CIVIL AND CRIMINAL PENALTIES THEREUNDER. . - 1 : Copyright 2015 National FireProtedion Ass6ciation (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAusBRucKNER:No other reproduction or transmission in any-form permitted .without written permission of NFPA. For inquires or to report unauthorized use, contact licensing©nfpa.org. . GENERAL REQUIREMENTS FOR STORAGE 13-147 '. of supplemental, quick-response in-rack sprinklers located di- 12.6* Storage Applications. rectly below the top' tier of storage and at every'flue space ' intersection. . ii 12.6.1 •For storage applications with densities of 0.2 gprn/ft (8.1 mm/min) or less, standard-response sprinklers with a 12.1.3.4.7 When applying the supplemental in-rack sprinkler K-factor of K-5.6 (80) or larger shall be permitted. .- option, the ceiling density shall be based upon the given stor- age height with an assumed acceptable clearance to c'eilin'g. 12.6.2 For general storage applications, rack storage, rubber 12.1.3.4.8 If in-rack sprinklers are required for the actual tire storage, roll paper storage, and baled cotton storage being storage height with an acceptable clearance to ceiling in rack protected with upright and pendent spray sprinklers with re- quired densities of greater than 0.2 to 0.34 gpm/ft2 gpm/ft2 sprinklers shall be installed as indicated by that criteria.. . . (8.1 mm/mm to 13.9 mm/mm), standard-response sprinklers .12.1.4 High Volume Low Speed (HVLS) Fans. . with a nominal K-factor of K-8.0 (115) or larger shall be used. 12.1.4.1* The installation of HVLS fans in buildings equipped 12.6.3 For general storage applications, rack storage, rubber with sprinklers, including ESFR sprinklers;- shall comply with tire storage roll paper storage and baled cotton storage being the following: . - ...- protected with upright and pendent spray sprinklers with re'' The maximum fan diameter shall be 24ft (7.3 m). quired densities greater than 0.34 gpm/ft2 (13.9 mm/mm), , . standard-response spray sprinklers with a K-factor of K-11.2 (161) The HVLS fan shall be centered approxitnately between four adjacent sprinklers. - '. .' " or larger that are listed for storage applications shall be used. The vertical clearance from the HVLS fan to .sprinkler 12.6.4* Unless the requirements of 12.6.5 are met the re deflector shall be a minimum of 3 ft (900mm.).. . All HVLS fans shall be interlocked to shut down immedi- quirements of 12.6.2 and 12.6.3 shall not apply to modifica- . - . . . . . . . -'' ately upon receiving a waterfiow signal from the alarm tions to existing storage application systems, using sprinklers . system in accordance with the requirements of NFPA 72. with K-factors of K-8.0 (115) or less. 12.2* Hose Connections. , . . -. . 12.6.5 Where applying the requirements of Figure 17.2.1.2.1(b) and Figure 17.2.1.2.1(c) utilizing the design 12.2.1 Small hose connections [11/2 in. (38 mm)] shall be criteria of 0.6 gpm/f12 per 2000 ft2 (24.4 mm/min per Provided where required by the authority having jurisdiction 186 m2) to existing storage applications, the requirements -in, accordance wi.-__1_ 414''g and over- of 12.6.3 shall apply. haul operations. , - EXTENT OF . . 12.6.6 The use of quick-response spray sprinklers for storage .12.2.2 Small ho . ired for the - 'protection of CIa PROTECTION stored 12 ft applications shall be permitted when listed for such use. -. (3.7 m) or less in . ' 12.6.7 CMSA and ESFR sprinklers shall be permitted to pro- - - - 12 \dj n.xtt Hazards or Dtsion ?Itt1tod. F I tect storage of Class I through Class W commodities Group A I I I II I T1I 11 (1 1)1 I .T ill, III,,' plastic commodities miscellaneous storage and other storage as specified in Chapter 12 through Chapter 20 or by other NFPA standards. . I I C 1 it TIld f I I I I I il II I 1 IT I Ij il II I 1 11 tI III I 12.6.7.1 ESFR sprinklers designed to meet any criteria in II III IlIllIlfi 111111k11 III III IM III IM I! Chapter 12or Chapter 14 through Chapter 20 shall bepei-rnit Ij)T 1111 I( p1 t II iT I III.,I~ I I h,i,n ted to protect any of the following Ill \I 11 I 15 it I TII ii III! Il_I JI T 11111 II Light hazard occupancies I II11 ('1 Ill Ti I ii III Ii I I Ili I c ii I 1,1 III F I Al I TI T. II II., I lii III I'm) I lrl I I ii Ordinary hazard occupancies I 1111111 ii I Ill II iC I I III! Ill Iii I Ii TIll TI11 111111 f Any storage arrangement in Chapter 13 referencing III ill IIIj I I III 11 11 1111 III II ii iIr I II iii I ()IIl (:1)1-12 lI-{1 and EI-I2 design criteria I I Ij Ii I iC III III ii I III I III II 1111 II I II III 12.6.7.2 Quick response CMSA sprinklers designed to meet IIIiTTI, J I 111F 1, Ii III Ill I ij,ll III III I any criteria in Chapter 12 or Chapter 14 through Chapter 20 I III I 11111(1111 lii I I I CII II II I II I I IIIC \k II shall be permitted to protect any of the following II Ti I III II 11111 IIIIIIlI 1111111111 111 III 1'PI I hI I III 1111 II ITT II 111,,,, 1, I III II dl dli 1111 I (1) Light hazard occupancies III II I ,jl I II II II IT I III TI 1c,\ c], I I 'I'I 2 IT Ordinary hazard occupancies I rll 1111 II II Ii I III a Ilil III I Any storage arrangement in Chapter 13 referencing It IlIllI 111Th II III III I I] I III II I! 1111 II II II ()1-11 (1)1-12 EII'Il and 11-12 design criteria .... -_...-.. 12.6.7.3 Standard-response CMSA sprinklers designed to 12 48 Wet Pipe Systems meet any criteria in Chapter 12 or Chapter 14 through Chap- 12 4 1 Sprinkler systems shall be wet, pipe systms ter 20 shall be permitted to protect any of the following 12.4.21'In areas that are subject to freezii1mg or where special ' Ordinary hazard occupancies Any storage arrangement in Chapter 13 referencing conditions exist, dry pipe systems and prëac'tion systems shall be permitted to protect storage occupancies. OH1, 0H2, EH1, and EH2 design criteria 12.5 Dry Pipe and Preaction Systems. Fordry pipe systems 12.6.8 The design figures indicate water demands for ordinary- and preaction, systems, the area of sprinkler operationshall be increased by 30 percent 'ithout revising the density. . temperature-rated and nominal high-temperature-rated sprin-' klers at the ceiling. - , q 2016 Edition' HIGH-PILED COMBUSTIBLE STORAGE high-hazard commodities shall be not less than 44 SECTION 3208 I I inches (1118 mm) wide. RACK STORAGE •. Aisles shall be not less than 96 inches (2438 i:nm) 3208.1 General. Rack storage shall be in accordance with wide in areas accessible to the public where mechanical Section 3206 and this section. Bin boxes exceeding 5 feet stocking methods are used. V '' (1524 mm) in any dimension shall be regulated as rack stor- .3206.9.1.2 Nonsprinklered buildings. Aisles in non- age. . V. sprinklered buildings shall be not less than 96 inches 3208.2 Fire protection. Where automatic sprinklers are V (2438 mm) wide. required by Table 3206.2, an approved automatic sprinkler V I 3206.9.2 Clear height. The required aisle width ihall system shall be installed throughout the 'building or to 1-hour I: extend from floor to ceiling. Rack structural supports and fire barriers constructed in accordance with Section 707 of catwalks are allowed to cross aisles at a miiiimu'm'height the California Building Code. Openings in such fire barriers of 6 feet 8 inches (2032 mm) above the finished floor shall be protected by opening protectives having a 1-hour fire . I . level, provided that such supports do not interfere with fire protection rating. The design and installation of the automatic - I department hose stream trajectory. ' V " sprinkler system and other applicable fire protection shall be in accordance with Section 903.3.1.1 and the California ' 3206.9.3 Dead-end aisles. Dead-end aisles shall not Building Code. V I ' . exceed 20 feet (6096 mm) in length in Group M occupan- cies. Dead-end aisles shall not exceed 50 feet (B'240 mm) 3208.2.1 Plastic shelves. Storage on plastic shelves shall . V in length in all other occupancies.' , V be protected by approved specially engineered fire protec- tion systems. I Exception: Dead-end aisles are not limited where the' length of the dead-end aisle is 'less than' 2:5 times the 3208.2.2 Racks with solid shelving. Racks with solid least width of the dead-end aisle. ' ' shelving having an area greater than 20 square feet (1.9 m2), measured between approved flue spaces at all four 3206.10 Portable fire extinguishers. Portable fire I extin- guishers shall be provided in accordance with Section 906. edges of the shelf, shall be in accordance with this section. ' Exceptions: 1. Racks with mesh, grated, slatted or similar SECTION 3207 shelves'having uniform openings not more than 6 I SOLID-PILED AND SHELF STORAGE , inches (152 mm) apart, comprising not less than r 5. 3207.1 General. Shelf storage and storage in solid piles, solid 50 percent of the overall shelf area, and with V piles on pallets and bin box storage in bin boxes not exceed- approved flue spaces are allowed to be treated as I .ing 5 feet (1524 mm) in any dimension, shall be in accor- racks without solid shelves. dancewith Sections 3206 and this section. . 2. Racks used for the storage of combustible paper 3207.2 'Fire. protection. Where automatic sprinklers are records, with solid shelving, shall be in accor- required by Table 3206.2, an approved automatic sprinkler dance with NFPA 13. V system shall be installed throughout the building or to 1-hour 3208.2.2.1 Fire protection. Fire protection for racks ' fire barners constructed in accordance with Section 707 of with solid shelving shall be in accordance with NFPA the 'California Building Code. Openings in such fire barriers ' 13. V shall be protected by opening protectives having a I-hour fire i 'protection rating. The design and installation of the utomatic 3208.3 Flue spaces. Flue spaces shall be provided n accor- sprinkler system and other applicable fire protection shall be dance with Table 3208.3. Required flue spaces shall be main, in accordance with the California Building Code and NFPA tame d. 13. V ' ' 3208.3.1 Flue space protection. Where required by the" I, '3207.2.1 Shelf storage. Shelf storage great ' '(0 official, flue spaces required by Table 3208.3, in 1 (3658 mm) but less than 15 feet (4572 mm) ''COLUMN ...4ouble- or multiple-row rack storage installations be'in accordance with the fire protection red V V )equipped with approved devices to protect the V forth in NFPA 13 Shelf storage 15 feet PROTECTION.((Jlue spaces Such devices shall not be removed or more in height shall be protected in an app ,.., V ' with special fire protection such as in rack sprinklers 3208.4 (_ 011illirl protection 11011 't(VtI buildin. Iiiiiiti, "hall P I 3207 3 Pile dimension and height limitations Pile dimen ft d iii i rd ii iii NI P \ - sions, the maximum permissible storage height and pile vol- 3208.5 Extra-high-rack storage systems. Approval of the V ume shall be in accordance with Table 3206.2. -v fire code official shall be obtained prior to installing extra- V V 3207.4 Array. Where an automatic sprinkler system design high-rack combustible storage. ' utilizes protection based on a closed array, array clearances 3208.5.1 Fire protection. Buildings with extra-high-rack shall-be provided and maintained as specified by the standard combustible storage shall be protected with a specially used . V , V. , ' ' ' ' engineered automatic sprinkler system. Extra-high-rack V V. I" ' - V ' '. . - . . . ' E • 376 2016 CALIFORNIA FIRE CODE V I • JCopyright © 2016 CA BSC, ALL RIGHTS RESERVED. Accessed by Ellie Kbosbrockoe,on Dec 19,20t6654:30 AM portocni to LiccnseAgce,mcnt with CA '5C No fortbr ' V ilk k ' 1111, lj j[, I'reproduction or distribution authori7.cd.'ANY UNAUTHORIZED REPRODUCTIONOR DISTRIBUTION ISA VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TOCIVIL AND CRIMINAL PENALTIES THEREUNDER, . KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact Iicensing©nfpa.org. I Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user, ELLEY 13-170. INSTALLATION OF SPRINKLER SYSTEMS 5 ft (1.5 m) .-; ' -- (3) Provision of ceiling sprinkler density for a minimum of _ax_] Horizontal barrier: : 2000 ft2 (186 mtt) with ordinary 165°F (74°C) or high- IT temperature 286°F (140°C) rated sprinklers as shown in - . •- Table 16.1.4.1 for storage heights above 15 ft (4.6 m), up to and including 20 ft (6.1 m) (4) Provision of CMSA or ESFR ceiling sprinkler protection Table 16.1.4.1 Ceiling Sprinkler Densities for Protection of Steel Building Columns Aisle Width 4ft(1.2in) 8ft(2.4m) Classification gpm/ft2 (L/min)/m2 gpm/ft2 (L/M2 Commodity . -a It - rin Class I 0.37 15.1 0.33 13.4 Class II 0.44 17.9 0.37 . 15.1 I - Class III 0.49 20.0 0.42 17.1 - Class IV 0.68 27.7 0.57 23.2 : L - - •••-L. S • . a . Plan View . •-. . 16.1.4.2 Where storage heights are in excess of 15 ft (4.6 m) - and vertical rack members support the building structure, the. 3 In. (75 mm) max gap at rack upright vertical rack members shall be protected in accordance with . ,. S - - one of the options in 16.1.4.1. . . . . 16.1.4.3 The flow from a column sprinkler(s) shall be per- mitted to be omitted from the sprinkler system hydraulic calculations. 12ft(3.7IT) . -. ________ : ________ _______ max 16.1.5 High-Expansion Foam. 16.1.5.1 High-Expansion Foam Ceiling Sprinkler Density. •.- - • .1 ' -... 16.1.5.1.1 Where high-expansion foam systems are used in combination with ceiling sprinklers, the minimum ceiling , r - . Q . 0 0 0- sprinkler design density- shall be 0.2 gpm/fttt (8.1 mm/mm) .. for Class I, Class II, or Class III commodities or 0.25 gpm/fttt . : . . '.. (10.2mm/min) for Class lVcommodities for the mosthydrau- lically remote 2000 ft2 (186 mtt) operating area. ' 12.ft(3.7m) S max 16.1.5.1.2 Where high-expansion foam systems are used in combination with ceiling sprinklers, the maximum submer- gen IL ce time shall be 7 minutes for Class I, Class II, or Class III I _______. commodities and 5 minutes for Class IV commodities. . ,//////////a . 16.1.5.1.3 Where high-expansion foam systems are used for , nView ..•. . storage over 25 ft (7.6 m) high up to and including 35 ft (11 m) high, they shall be used in combination with ceiling COLUMN- . ternative Protection forMultple- sprinklers. S . I, -PROTECTION -;. 16.1.5.1.3.1 The maximum submergence time for the high- . . • .5 . .• expansion foam shall be 5 minutes for Class I, Class II, or Class III commodities and 4 minutes for Class IV commodities. 1 •16.14 Fire Protection of Steel Columns - Columns Within 16.1.5.2 In-rack sprinklers shall not be required where high- Stora - age Racks. See Section C.10. I expansion foam systems are used in combination with ceiling sprinklers. . . • - I . I ii - 1-11w i i ••H- I 4 mi 16.1.5.3 Detectors for High-Expansion Foam Systems. - tiinfillljl]iii IlIiL[1I ,iIIlI]kII II IiII\flIIIIIII 'II i-fl I ri ilfi ii- II I12 111, 16.1.5.3.1 Detectors shall be listed and shall be installed in 1 I I H sli d] 1 ic, wd n I 1,111, one of the following configurations: \ nun I Ii II IInnitn . I- (1) At the ceiling only where installed at one-half the listed linear spacing [e.g., 15 ft x 15 ft (4.6 ni x 4.6 m) rather - - in]] Iii F! fin rI.i rn infI' thanat30ftx30 fit (9.lmx9.l in) ];at the ceiling atthe - .. . I il I I in i - I i- Ii iii listed spacing and in racks at alternate levels 2016 Edition ..( I ° I Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form-permitted without written permission of NFPA. For inquires or to report unauthorized use, contact ticensing@nfpa.org; - INSTALLATION OF SPRINKLER SYSTEMS '. 8.5.4.1.3 For-ceilings that have insulation installed directly against underside of the ceiling or roof structure, the deflec- tor distance shall be measured from the bottom of the insula- tion' and shall be in accordance with 8.5.4.1.3.1 or 8.5.4.1:3.2. 8.5.4.1.3.1 For ihsulation that is installed directly against the 'ceiling or roof structure and is installed flat and parallel to the ceiling or roof structure, the deflector distance shall be mea- sured to the underside of the insulation. 8.5.4.1.3.2 For insulation that is installed in a inanr that I -causes it to deflect or sag downfrom the ceiling or roof struc- ture, the deflector distance shall be measured as half of the distance of the deflection from the insulation -high. point to - the insulation low point. (A) - If the deflection or sag in the insulation exceeds 6 in. (150 mm), the deflector distance shall be measured to the high point of the insulation. - 4 - - - (B) The deflector shall not be positioned above the low point I of the insulation. - 8.5.4.1.41 Heat collectots shall not be used as a means to assist the activation of a sprinkler. -- I- 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. - I-. 8.5.5.1* Performance Objective. Sprinklers shall be located so as to minimize obstructions to discharge as defined in 8.5.5.2 and 8.5.5.3, or additional sprinklers shall be provided to en- sure adequate coverage of the hazard. (See Figure A. 8.5.5. 1.) I .8.5.5.2* Obstructions.to Sprinkler Discharge Pattern Develop- ment. - - 8.5.5.2.1 Continuous or noncontinuous obstructions less I -than or equal to 18 in. (450 mm) below the sprinkler deflector - that prevent the pattern from fully developing shall comply with 8.5.5.2. -- , --8.5.5.2.2 ,Sprinklers shall be positioned in accordance with I. the minimum distances and special requirements of Sec- Lion 8.6 through Section'8.12 so that they are located suffi- ciently away from obstructions such as truss webs and chords, -pipes, columns, and fixtures. - g;;Ient Sprinkler Discharge from zl plane more sprinkler deflector in a man- reaching the protected haz - iiiil.I-t n-.i,dftI I1IHi -I .i\I1 - II H \ I I I II1 2liHill Hillil I )))I1 H11111].] i' jiIJ ] I Ii liI1)!II I IhIli III 7 1 1 11 1 1 T 111111 111(11 (1 III 1 I))I I .. 8.5.5.3.1.2 Where sprinklers are located adjacent to the ol.. --struction, they shall be of the intermediate level rack type. 8.5.5.3.1.3 The deflector of automatic sprinklers installed un- der fixed obstructions shall he positioned no more than 12 in. (300 mm) below the bottom of the obstruction. - - 8.5.5.3.1.4 Sprinklers shall not be required -under noncom- - -bustible obstructions over 4 ft (1.2 m) wide where the bottom of the obstruction is 24 in. (600 mm) or less above the floor or deck. 8.5.5.3.2 Sprinklers shall not be required under obstructions that are not fixed in place, such as conference tables. 8.5.5.3.3 Sprinklers installed under obstructions shall be of - -; the same type (spray, CMSA, ESFR, residential) as installed at • the ceiling except as permitted by 8.5.5.3.3.1. 8.5.5.3.3.1 Spray sprinklers shall be permitted to be utilized -, under overhead doors. 8.5.5.3.4* Sprinklers installed under open gratings shall be of the intermediate level/rack storage type or otherwise shielded from the discharge of overhead sprinklers. 8.5.5.4 Closets. In all closets and compartments, including .' those closets housing mechanical equipment, that are not -: larger than 400 W(11.3 m3) in size, a single sprinkler at the highest ceiling level shall be sufficient without regard to ob- structions or minimum distance to the wall. 8.5.6 Clearance from Deflector to Storage. 8.5.6.1* Unless the requirements of 8.5.6.2, 8.5.6.3, 8.5.6.4, or - 8.5.6.5 are met, the clearance between the deflector and the top of storage or contents of the room shall be 18 in.' (450 mm) or greater. - 8.5.6.2 Where other standards specify greater clearance to - storage minimums, they shall be followed. 8.5.6.3 A minimum clearance to storage of 36 in. (900 mm) - r shall be permitted for special sprinklers. 8.5.6.4 A minimum clearance to storage of less than 18 in. (450 mm) between the top of storage and ceiling sprinkler deflectors shall be permitted where proven by successful large- - scale fire tests for the particular hazard. , 8.5.6.5 The clearance from the top of storage to sprinkler deflectors shall be not less than 36 in. (900 mm) where rubber tires are stored. 8.5.7 Skylights. 8.5.7.1 Sprinklers shall be permitted to be omitted from sky- lights not exceeding 32 ft2 (3.0 mtt) in area, regardless of haz- ard classification, that are separated by at least 10 ft (3.0 m) horizontally from any other unprotected skylight or unpro- tected ceiling pocket. -, 8.5.7.1.1 When a sprinkler is installed directly beneath a sky- light not exceeding 32 ft2 (3.0 m2), the distance to the ceiling - shall be measured to the plane of the ceiling as if the skylight was not present. 8.5.7.2 Skylights not exceeding 32 ft2 (3.0 m2) shall be per- mitted to have a plastic cover. 8.6 Standard Pendent and Upright Spray Sprinklers. - - 8.6.1 General. All -requirements of Section 8.5 shall apply to standard pendent and upright spray sprinklers except as - modified in Section 8.6. - 8.6.2 Protection Areas per Sprinkler (Standard Pendent and Upright Spray Sprinklers). - 8.6.2.1 Determination of Protection Area of Coverage. 8.6.2.1.1 Except as permitted by 8.6.2.1.2, the protection area of coverage per sprinkler (A,.) shall be determined in accordance with 8.5.2.1. I Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, forindividual use and download on November 14,201510 KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY - KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensing@nfpa.org. 13-146 INSTALLATION OF SPRINKLER SYSTEMS Chapter 12 General Requirements for Storage 12.1 General. The requirements of Section 12.1 shall apply to all storage arrangements and commodities othe'rthan miscel- laneous storage (see Chapter 13) and as modified by specific sections in Chapter 14 through Chapter 20. 12.1.1 Roof Vents and Draft Curtains. See Section C.6.- -12.1.1.1* Manually operated roof vents or automatic Proof vents with operating elements that have a higher teñ-qieiture classification than the automatic sprinklers shall be ermitted. 12.1.1.2 Early suppression fast-response (ESFR) sprinklers shall not be used in buildings with automatic heat or smoke vents unless the vents use a high-temperature rated; standard- response operating mechanism. :CEILING s shall not be used within ESFR sprin- ç S LO t.. ns separating ESFR sprinklers at system I mode sprinklers or between hazards S e e 8.4.6.4.) 1.l.2 (crr lopr-. f1( 1.11 jiiI i- \III1 Cll in 1 ii I I ,i i 4 1 i I i i 1p)I\i UI(1II1.\IIh mi Ii ,ii I \ I " 1 1111 iiiil ,iii liii Iii II nh1I( Ii i I Iii I 20 12.1.3* Building and Storage Height. 12.1.3.1 The maximum building height shall be measured to the underside of the roof deck or ceiling or in accordance with 12.1.3.1.1 through 12.1.3.1.3. 12.1.3.1.1 For corrugated metal deck roofs up to 3 in. (75 mm) in depth, the maximum roof height shall be mea- sured from floor to the bottom of the deck. 12.1.3.1.2 For decks deeper than 3 in. (75 mm); the maxi- mum roof height shall be measured to the highest point on the deck. 12.1.3.1.3 For ceilings that have insulation installed directly against underside of the ceiling or roof structure, the maxi- mum roof height shall be measured to the bottom of insula- tion and shall be in accordance with 12.1.3.1.3.1 or 12.1.3.1.3.2. , 12.1.3.1.3.1 For insulation that is installed directly against the ceiling or roof structure and is installed flat and parallel to the ceiling or roof structure, the maximum roof height shall be measured to the underside of the insulation. 12.1.3.1.3.2 For insulation that is installed in .a manner that causes it to deflect or sag down from the ceilingor- roof struc- ttire, the maximum roof height shall be measured as half of the distance of the deflection from the insulation high.point to the insulation low point. If the deflection or sag in the insu- laiidn exceeds 6 in. (150 min), the maximum roof height shall be measured to Lh6 high point of the insulation. ' .12.1.3.1.4* Where the building height changes within acom- partment, the sprinklers directly over the storage shall .be Ca- pable of protecting storage directly beneath. - 12.1.3.1.4.1 Where a barrier to heat and smoke in accor- dance with 12.3(2) or 12.3(3) is not present, the sprinkler criteria 15 ft (4.6 m) into the perimeter of the lower. ceiling area shall be the same as the sprinkler protection for the high ceiling area. 12.1.3.2 ESFR sprinklers shall be used only in buildings equal to, or less than, the height of the building for which they have been listed. 12.1.3.3 The sprinkler system design shall be based on the storage height and clearance to ceiling that routinely or peri- odically exist in the building and create the greatest water demand. Where storage is placed above doors, the storage height shall be calculated from the base of storage above the door. 12.1.3.4 Clearance to Ceiling. 12.1.3.4.1* The clearance to ceiling shall be measured in ac- cordance with 12.1.3.4.1.1 through 12.1.3.4.1.3. 12.1.3.4.1.1 For corrugated metal deck roofs up to 3 in.. (75 mm) in depth, the clearance to ceiling shall be measured from the top of storage to the bottom of the deck. 12.1.3.4.1.2 For corrugated metal deck roofs deeper than 3 in. (75 mm), theclearance to ceiling shall be measured to the highest point on the deck. 12.1.3.4.1.3 For ceilings that have insulation attached di- rectly to underside of the ceiling or roof structure, the clear- ance to ceiling shall be measured from the top of storage to the bottom of the insulation and shall be in accordance with 12.1.3.4.1.3(A) or 12.1.3.4.1.3(B). For insulation that is attached directly to the ceiling or roof structure and is installed 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. (150 mm), the clearance to ceiling shall be measured from the top of storage to the high point of the insulation. 12.1.3.4.2 For spray sprinkler criteria where the clearance to ceiling exceeds those identified in this section, the require- ments of 12.1.3.4.3 through 12.1.3.4.8 shall apply. 12.1.3.4.3 Where the clearance to ceiling exceeds 20 ft. (6.1 m) for Chapters 14 and 15, protection shall be based upon the storage height that would result in a clearance to - ceiling of 20 ft (6.1 m). 12.1.3.4.4 Where the clearance to ceiling exceeds 20 ft (6.1 m) for Section 16.2, protection shall be based upon the storage height that would result in a clearance to ceiling of 20 ft (6.1 m) or providing one level of supplemental, quick- response in-rack sprinklers located directly below the top tier Of storage and at every flue space intersection. 12.1.3.4.5 Where the clearance to ceiling exceeds 10 ft (3.0 m) for Section 16.3 or Section 17.2, protection shall be based upon the storage height that would result in a clearance to ceiling of 10 ft (3.0 m) or providing one level ofsupplemen- tal, quick-response in-rack sprinklers located directly below the top tier of storage and at every flue space intersection. - 12.1.3.4.6 Where the clearance exceeds 10 ft (3.0 m) for Sec- tion 17.3, protection shall be based upon providing one level 2016 Edition ., I, Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, forindividual use and download on November 14, 2015 to KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER; No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensingnfpa.org. I ' . . - - ANNEX A 13-295 .4 . .. , . - - International Shore Connection-2, •' . Iii I lilt Ii ii I . Threads to mate hydrants Threads to mate:hydrants i I and hose at shore facilities and hose on. ship —7 I I -, . . . •--. - lii \li: 11111 9/e In. (14 mm) F .' 1 '- rrIini[rIut1 1 III '.UI [Ill'! IJI'.lIllI1ltlIIIll. - I, I 'p - .2 I fl ii ni Ii 2 Li it 'I I I . 1.1 1,1 I - . . I -I I I I I -. - - I I I - I I F' 1 itt: ii I f II r-mll iii Ii mm,, I II liii I. ii I H ' .' . --- H 2 LLU I 7O). (90) Note that it is not the committee's intent to automatically - -r' __________ '• equate library bookshelves with ordinary hazard occupancies. . 1 ....' . I . S • 25 in or with library stacks. Typical library bookshelves of approxi- 1.5 i.(32 mm) mately 8 ft (2.4 m) in height, containing books stored vertically 1 . on end, held in place in close association with each other, with , - 6.75 . aisles wider than 30 in. (750 mm) can be considered to be light .0.75 in. . - . ,,- . 0.75in. hazard occupancies. Similarly, library stack areas, which are more ,.I. (20 mm) , . . . . (20mm) akin to shelf storage or record storage, as defined in NFPA 232, should be considered to be ordinary hazard occupancies. Shore - * Ship . . . A.5.3 For purposes of these definitions, Class I, Class II,. Material: Any suitable for 150 psi Material: Brass or bronze . (10.3 bar) service (shore) suitable for 150 si (10.3 bar) Class III, and Class IV commodities would be considered to Flange surface: Flat face service (ship) ' - . have moderate rates of heat release, while Group A plastics - Gasket material: Any suitable for . • Vt.' '. would be considered to have high rates of heat release. Stock- 150 psi (10:3 bar) service . , - . piles are considered to include display merchandise (mercan- Bolts: Four /8 in. (16 mm) minimum . , . . tile) and arrangements of combustibles ancillary to operations . ., -diameter, 2 in: (50 mm) long, - .' . . - threaded to within 1 in. (25 mm) within the occupancy as opposed to dedicated storage areas I - . i of bolt head ' where the fire loading s generally more severe. • Nuts: Four, to fit bolts Washers: Four, to fit bolts, A.5.3.1 Ordinary hazard (Group 1) occupancies include oc- I . . . . cupancies having uses and conditions similar to the following: . FIGURE £3.10.7 International Shore Fire Connection. (1) Automobile parking and showrooms . . - - (2) Bakeries . (3) -Beverage manufacturing . 'A.4.6 Non-system components can adversely affect the oera- (4) Canneries tion' and longevity of the fire sprinkler system. Objects con- (5) Dairy products manufacturing and processing neéted to the sprinkler system can displace sprinkler system (6) Electronic plants . piping, causing obstruction to the spray pattern of sprinklers, (7) Glass and glass products manufacturing I ; delay the activation of a sprinkler, or cause chemical compat- ( ) Laundries ibility problems that can cause the failure of sprinkler system (9) Restaurant service areas components. . - (10) Porte cocheres .• - - . (11) Mechanical rooms ., A.5.1 Occupancy, examples in the listings as shown in the i . I vrious hazard clasifications are intended to represent the A.5.3.2 Ordinary hazard (Group 2) occupancies include oc-. norm for those occupancy types. Unusual or abnormal fuel cupancies having uses and conditions similar to the following: - . loadings or combustible characteristics'and susceptibility for (1) Agricultural facilities . • . ' changes in these characteristics, for a particular occupancy, (2) Barns and stables I.' are considerations that should be weighed in the selection and (3) Cereal mills . classification. (4) Chemical plants - ordinary The light hazard classification is intended to encompass (5) Confectionery products • • -. residential occupancies; however, this is not intended to pre- (6) Distilleries dude the use of listed residential sprinklers in residential oc- (7) Dry cleaners - cupancies or residential portions of other occupancies. . (8) Exterior loading docks (Note that exterior loading' . . • - .., . '1 docks only used for loading and unloading of ordinary - -A.5.2, -, I iLl) Ii,ii,iii I.lII I: Ill l,I(,II II . I combustibles should be classified as 0H2. For the han- ill H dling of flammable and combustible liquids, hazardous materials, or where utilized for storage, exterior loading, :2 111111, I'll docks and all interior loading docks should be protected'- based upon the actual occupancy and the materials ' — I 1i.- - I ii VYI I I I I I I I I I I I i:hi 11 -I 1l IJIL liii 51111 handled on the dock, as if the materials were actually I, .tIll sl hit I- I: stored in that configuration.) I I ii i I I (9) Feed mills - - I II lilt Is]Ill iIIIIIII' 11 111111 I:i,s,ii,:I :1112 li-tIll ItS 1_: (10) Horse stables ... liii: (11) Leather goods manufacturing 2016 Edition I I Copyright 2015 National Fire Protection Association (NFPA). Licensed, by agreement, for,individual use and download on November 14,201510 KLAUSBRUCKNER AND ASSOCIATES for designated user ELLEY KLAUSBRUCKNER. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensing@nfpa.org. DESIGN APPROACHES 13-143 Dc n it. aim [1 '4 3 1 I' II 1 5 0 10 U 15 U .1 0 115 5 30 [air 0. all I l G URE 11.2.3.1.1 1)-rrsi Xrua (UI'S k'. J'hIo 11.2. 0.! .2 Hui' S liiitt A n 1Ioace and \a(ti' Suj)plv Dtu .tLtotl Ra1ttjr,tneit Ls for Hs di auficalhr(.jlc ul,il&-d S 'I") tal ( C.... Itisitli.' ,tfl(l ( )kit"d' In,r,do II'.' ho.' 1)itr,tu,ti 0 tLJ).)ItC\ 'pm I tnii gprit L 111111 Itiii,Iut< I nIl In ] Ordinary. 0, 50, or 0, 190, or 250 950 60-90 hazard 100 380 Extra hazard 0, 50, or 0, 190, or 500 1900 90-120 100 380 to the bottom of solid wood joists or, solid limited- combustible construction or noncombustible construction so as to create enclosed joist spaces 160 ft" (4,5:S) or less in volume, including space below insulation that is laid di- rectly on top or within the ceiling joists man otherwise spnnklered concealed space. (5) Concealed spaces where rigid materials are used and the exposed surfaces have a flame spread index of 25 or less and the materials have been demonstrated to not propa-' : gate fire more than 10.5 ft (3.2 m):when tested in accor- dance with. ASTM E84, Standard Test Method for Surface Burning Characteristics of Building Materials, or ANSI! UL 723, Standard for Test for Surface BurniñgCharOcteristics of Building Materials, extended for an additional 20 min- utes in the form in which they are installed in the:space. Concealed spaces in which the exposed.materials are constructed entirely of fire-retardant-treated wood as de- 'fined by NFPA 703. Concealed spaces over isolated small rooms not exceed- ing 55 ft° (5.1 m2) in area. Vertical pipe chases under 10 ft2 (0.9: m2), provided that in multifloor buildings the chases are firestoppéd at ,each floor using materials equivalent to the floor con- struction, and where such pipe chases' contain, no sources of ignition, piping shall be noncombustible, and pipe penetrations at each floor shall be properly sealed. 5 140 Exterior columns under 10 ft2 (0.9 11 in area formed by studs or woodjoists, supporting exterior canopies that are fully protected with a sprinkler system. . (10)*Light or ordinary hazard occupancies where noncom- bustible or limited-combustible ceilings are attached to the bottom of composite woodjoists either directly or on to metal channels not exceeding 1 in. (25 mm) in depth, provided the adjacentjoist channels are firestopped into volumes not exceeding 160 ft3 (4.5 m3') using materials equivalent to ½ in. (13 mm) gypsum board, and at least. 31/2 in. (90 mm) of batt insulation is installed at the bot- tom of the joist channels when the ceiling is attached utilizing metal channels. 11.2.3.2 Density/Area Method. 11.2.3.2.1 Water Supply. . 11.2.3.2.1.1 The water supply requirement for sprinklers only shall be calculated from the density/area curves of Figure 11.2.3.1.1 or from Chapter 22 where density/area criteria are specified for special occupancy hazards. 11.2.3.2.1.2 When using Figure 11.2.3.1.1, the calculations shall satisfy any single point on the appropriate density/area curve. . 11.2.3.2.1.3 When using Figure 11.2.3.1.1, it shall not be nec- essary to meet all points on the selected curves. 11.2.3.2.2 Sprinklers. 11.2.3.2.2.1 The densities and areas provided in Figure 11.2.3.1.1 shall be for use only with spray sprinklers. 11.2.3.2.2.2 Quick-response sprinklers shall not be permitted for use in extra hazard occupancies or other occupancies where there are substantial amounts of flammable liquids or combustible dusts. 11.2.3.2.2.3 For extended coverage sprinklers, the minimum design area shall be that corresponding to the hazard in Fig- ure 11.2.3.1.1 or the area protected by five sprinklers, which- ever is greater. 11.2.3.2.2.4 Extended coverage sprinklers shall be listed with and designed for the minimum flow corresponding to the density for the hazard as specified in Figure 11.2.3.1.1. , U 2016 Edition I . FIREPROTECTION SYSTEMS automatic sprinklers and the top of piles of combustible 903.3.8.5 Calculations. Hydraulic calculations in I fibers. . :. . accordance with NFPA 13 shall be provided to demon- Exception: Kitchen equipment under exhaust hoods strate that the available water flow and pressure are. I protected with a fire-extinguishing systerT ii accor- adequate to supply all sprinklers installed in any single dance with Section 904.. . fire area with discharge densities corresponding to the . hazard classification. 903.3.4 Actuation. Automatic sprinkler systems shall be automatically actuated unless specifically pr6vided for in 903.3.9 Floor control valves. Floor control valves and this code. . .. i . waterflow detection assemblies shall be installed at each floor where any of the following occur: 903.3.5 Water supplies. Water supplies for automatic sprinkler systems shall comply with this sèbidn-'and the Buildings where the floor level of the highest stoly is standards referenéed in Section 903.3.1. The potable water located more than 30 feet above the lowest level of fire department vehicle access. . ,supply.shall be protected against backflow in accordance with Health and Safely Code 13114.7. For connections to Buildings that are four or more stories in height. public waterworks systems, the water supply test used for design of fire protection systems shall be adjusted to Buildings that are two or more stories below the account for seasonal and daily pressure fluctuations based highest level offire department vehicle access. on information from the water supply authority .,and as Exception: Group R-3 and R-3. I occupancies floor .approved by the fire code official. . . . control valves and Tvaterflow detection assemblies shall not be required. . 903.3.5.1 Domestic services. Where the. domestic, ser- 'vice provides the water supply for the automat srii- 903.4 Sprinkler slein supervision arid alariirs.\ dvcs kler system, the supply shall be in accordancewiththiS eoritrollnra the \ssrer uppl ii airtoni tic spflilklcr Systenis section. . . . . . .r . I, pumps. t,urks. \\Ster IcieR and teniperariircs cut al sri pre — .. *.. . 903.3.5.2 Residential combination sentice. 1A single tuiC Hid sister flosi sic its lie in all sprinkler is ter1rs shall ht: ic,d] by hued [Ire electi supeivised r water supply shall be allowedprovided alirrir control 111w .combination that the domestic demand is added to the sprinkler Exceptions: , ,demand as required by NFPA 13R. 903.3.6 Hose threads. Fire hose threads and fittings used I Autommic spirt Hcr s ,,,tents pr otectiuui. one- and tr-1,iitiil drreiliri in connection with automatic sprinkler systems shall be as prescribed by the fire code official. . . . I ItliltUd inca ipruikier iRni, Hi tccordauicc \'. tb I 903.3.7 Fire department connections. Fire department sect tori 10 . connections, for automatic sprinkler systems, shall be \irtOrtl,itic ipi inkier s stCnir inruailcd iii accordance installed in accordance with Section 912. . . . '\ with "1 s P ii irci c a counniorr suppis nina is 903.3.8 Limited area sprinkler systems. Limited .area Li cii to siippls bitEr donrestie sister and the atit,- I: . sprinkler systems shall be in accordance with the standards ril e pnin.ler is teni. and a separate shutofi rais e listed in Section 903.3.1 except as provided in Sections ic r tile ,tutrirtatic sprinkler sr stcutt i not pros ided 903.3.8.1 through 903.3.8.5. ... .. . .,. 1. Jo le trap ritrol sires that tie seaicd ri h sled I . 903.38.1 Number of sprinklers. Limited area spriri- in tire pelt pititi kiersysteths shall, not exceed six spinkIers in any sir- . tutu i Is c to corirrEierciai kitchen hoods paint gle fire area. . c . spray tooth i dip tnki that tie scaled or Iockd in . 903.3.8.2 Occupancy 'hazard classilicatioü. Only rite open position. ;.I areas classified by NFPA fl as Light Hazard or Ordi 0 \ .rlre critrolltrr tire mel suppEr ti fire prittip nary Hazard Group 1 shall be permitted to,be.prótect,ed . cnrsirre that ire se sled or locked in the open poi- by limited area sprinkler systems. 903..8.3 Piping arrangementl Where .limitèd:area. lain r a Ire to pre lit C sic itche rn rIP pre.rctiiri sprinkler system is installed in a building.withan auto . and rielii,c spi irrllei ss dents that ,ir sc nlcd matic wet standpipe system, sprinklers shall .be. up. bc1 cd iii lic rrc ii pillion plied by the standpipe system. Where a !iite area . sprinkler. system is installed in a building' ithout an 03.4.1 initlrIII. \l inn, uperc 015 and troirlile automatic wet standpipe system, water shall beérhiit- ntis hall he di trrictlr dnIlercnt arid hail be autortistic id ted to .be supplied by the plumbing system',provided transmitted to sri ippr red HJ1CS\ isuin statn a or isirer c that the plumbing system is capable of simultaneouly ppr ed hr tl c iii 0 de lb cia I sh II ' ni ii art .e di He supplying domestic and sprinkler demandr sioriai at i cia tar 1]' ,ittcuidcrl location • 903.3.8.4 Supervision. Control valves shall. not be . IccpIioiis: • .intalled between the water supply and sspriikls I I ridersr turd kc\oll huh \A1 i s rim r Oddbs t h5 unless the valves are of an approved indicating jyp I pr' idci Its die manic ip.ilits on public utilits ire that are'-supervised or secured in the open ppsition...' '. nit rcqrinn ci Ii I c rn riitorsd 152 2016 CALIFORNIA FIRE CODE. IN R fill i @115_71F Copyright © 201ri CA BSC. ALL RIGHTS RESERVED. Accessed byttilie Kiaasbruckaseron Dec 19,20166:54:30 AM pursuant to License Agreement with CA BSC. No further —_ reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACF AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. ' FIRE PROTECTION SYSTEMS 2 Bacl<ll pru\enhlri dOVILO ie-i \ .iko I.ited in jCalifornia Code of Regulations, Title 19, Division 1, limited atea spi nikIci ven1 nmpIv pipiria IiiH 4 §904.7(& through (c)/. Inspection, Testing, and Mainte- ' be louked In th pen pn.itiiii In neipanucu. mince Requirements for Engineered and Pre-engineered 1n'red to F e uputpç ed 'a 11[11 a P11 e .mlam in .' tern Fixed Extinguishing Systems. lie haJ.11o'a pre enter mR shill hc 5I2 Inspection, Testing, and Maintenance shall be peiformed in I Is upec vi ed I' a tililpt.ri 55km i'at,il el in accordance with: aesordaci e ssiiim NFf' \ 1 and i ratei :mnnuii- - -------------- iated. California .Code of Regulations, Title 19, Division 1, - I 903.4.2 tla ntis. 1 i o r approved mmidihle des n.e Section 9O4(a904(a)(2),904(a)(2), - located on the e\terimr ill iIi hiiIdiiie illill Ippl 05 the manufacturer's written instructions, which are S S , Ioeii con shill he u iii eeted to cash .iiitonimtn. prinklui approved and onfile with the Office of the Stale Fire Mar- ssstein uuli prmnklur ss ater-floss -alarm des iou hmIl he , shal; and S I ',.' kti\ ited Ps 'aater floss umiluimi ii tile floss ofi siiile the applicable standards adopted in Calornia Code of - - prinlIer o the smalic I orifice son. itistalied in the - ' Regulations, Title 24, Part 9, ('California Fire Code). - I - - ciii \\'here a lice -almiimi ssitermi is mnt,mIIed autumn nol ' lie mun inatis sprinkler Os steui shall mutilate huIdiii2 lii alai 'tOrn I e in 55 iiihl 1/Al 904.1.1 Certification of service personnel for fire-extin- S guishing equipment. Service personnel providing or con-- - ducting maintenance on automatic fire-extinguishing - S systems, other than automatic sprinkler systems, shall pos- - . .. - --- - - ---- - 903.4.3 Floor control valves. Approved supervised mdi- sess a valid certificate issued by an approved -governmen- - - tal, agency, or other approved organization for the type of,,,,, -- -. - •tr cating control valves shall be provided at the point of con- system and work performed. - - Group I-2-occupancies having occupied floors located - nectiôn to the riser on each floor in high-rise buildings and '5- 904.2 Where permitted. Automatic fire-extinguishing Sys- more than 75 feet above the lowest level offire department terns installed as an alternative to the required automatic, sprinkler systems of Section 903 shall be approved by the fire . vehicle access. - • code official. . - 903.5 Testing andmaintenance. Sprinkler systems shall be I . tested and maintained in accordance with Section 901. - 904.2.1 Restriction on using automatic sprinkler sys- tern exceptions or reductions. Automatic fire-extinguish- - I 903.6 Where, required in existing buildings and struc- ing systems shall not be considered alternatives for -the I - - tures. An automatic sprinkler system shall be .provided in purposes of exceptions or reductions allowed for auto- I - I -existing buildings and structures where re4uired in Chapter matic sprinkler systems or by other requirements of this code. I -- - 904.2.2 Commercial hood and duct systems. Each I' - S SECTION 904 ' ALTERNATIVE AUTOMATIC -. S - required commercial kitchen exhaust hood and duct sys- tern required by Section 609 to have a Type I hood shall be ---,, - - - FIREEXTINGUISHING SYSTEMS . . protected with an approved automatic fire-extinguishing - 904.1 General. Automatic fire-extinguishing systems, other - system installed in accordance with this code - than automatic sprinkler systems, shall be designed,' installed, 904.3. Installation. Automatic fire-extinguishing systems inspected, tested and maintained in accordaice with the pro- : shall be installed in accordance with this section. -.. visions of this section and the applicable ,referenced stan- 904.3.1 Electrical wiring. Electrical wiring shall be in '., - S dards. - •, - ' accordance with the California Electrical Code. I - '[California-Code of Regulations, Title 19, Division 1, 904.3.2 Actuation. Automatic fire-extinguishing systems §904(a).(2)] Required Inspection, Testing,.,and.Maintenance shall be automatically actuated and provided with a man- -. - Frequencies. , . - '; . ,. ual means of actuation in accordance with Section (2) Engineered and pi-e-engineered fi*ed ex/iiiuishing 904.11.1. Where more than one hazard could be simulta--: - neously involved in fire due to their proximity, all hazards systems shall be n spected, tested and miiainfained-.àl least - • semi-annually, and immediately after a systeñz aciivaiibn. shall be protected by a single system designed to proteót I- [California Code of Regulations, Title 19, Division 1, §904(c)] Required Inspection, Testing, and Mdintenance all hazards that could become involved. - - a - - Exception: Multiple systems shall be permitted to be - - - - -Frequencies. . '. , . - .- - installed if they are designed to operate simultaneousl'., (c) Engineered and :pre-engineered fixed' extinguishing 904.3.3 System interlocking. Automatic equipment inter-- - - I -systems, regardless of installation date, shall be 'inspected, - tested 'periodJspècflèd in and maintained within the time locks with fuel shutoffs, ventilation controls, door closers, .- - - window shutters, conveyor openings, smoke and heat vents, - -. - - - -. California Code of Regulations, Title 19, Division 1, Sec- and other features necessary for proper operation of the fire- - - - - - - - - - ': , -. - - - - tion 904(a) (2) above. extinguishing system shall be provided as required by the - - - - - design and installation standard utilized for the hazard.........- 2016 CALIFORNIA FIRE -CODE ,__ - - - '153 i . 1 Copyright © 20.16 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Kbosbruckocron Der 19,20166:5-9230 AM porsowtl to License Agreement with CA BSC. No further - - III - - - reproduction or distribution nuthorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE - - . - - • . - LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. -, 1' H". HIGH-PILED COMBUSTIBLE STORAGE - TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS ALL STORAGE 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 AREAa (square feet) Automatic fire- - Fire detection . Building Smoke and Maximum (see Sections 3206.2 and extinguishing system access heat removal Maximum pile permissible Maximum - 32064) • system (see Section . (see Section (see Section (see Section dimension (feet) storage heightd pile volume (cubic feet) - . 3206.4) -. (feet) • Not Not NT t Not0-500 Not Not Not Not Required' Required Req r Required Required Required 501-2,500 Not •'.Yes' Required N'jt Req ired Not Required 100 40 100 000 2501-12000 Yes , Not .' N t Not 100 40 400,000 Public accessible Required RecM Ved'Required Ycc ' . Not Net Not iipuHIie ,:cclhIL - - ReuircJ' Required 100 40 400,000 Required 2,501-12,000 Not Nonpublic accessible , Required '. Yes Yes Yes' 100 301 200,000 (Option 2) 12,001-20,000 - . , Yes - Not ' Required Yes Ye& 100 40 400,000 20,001-500,000 Yes . Not Required Yes Ye& 100 40 400,000 ,Greater than 500,000 Yes Not Required Yes Yes' 100 40 400,000 * 0-500 ' Not . Not Not Not 50 Not Not Required' Required Required' Required Required Required 501-2,500 Yes Not . Not Not 50 30 75,000 Public accessible ' Required Requiredc Required 501-2500 . Not Not Not Nonpublic accessible . Yes . Required Required Required 50 30 75 000 High (Option]) hazard 501-2,500 Not Nonpublic accessible , Required ' - Yes Yes Yes' 50 20 50,000 • (Option 2) ____________ 2501-300000 Yes • Not Required Yes Ye& 50 ' 30 75,000 300,001500,000" Yes • : Not Required Yes Yes' 50 30 75,000 I For SI: I .foot = 304,8 mm, I cubic foot = 0.02832 m3, I square foot = 0.0929 m2. a, 'Where automatic sprinklers are required for reasons other than those in Chapter 32, the portion of the sprinkler system protecting the high-piled storage area shall be designed and installed in accordance with Sections 3207 and 3208. b. For aisles, see Section 3206.9. I c. Piles shall be separated by aisles complying with Section 3206,9, A 'For storage in excess of the height indicated, special fire protection shall be provided in accordance with Note g where required by the fire code official. See Chapters and 57 for special limitations for aerosols and flammable and combustible liquids, respectively. 'II_Jpj\ I f. For storage exceeding 30 feet in height, Option I shall be used. Special fire protection provisions including, but not limited to, fire protection of exposed steel columns; increased sprinkler density; additional in-rack sprinklers, without associated reductions in ceiling sprinklerd'ensity; or additional fire department hose connections shall be provided when required by the fire code official. High-piled storage areas shall not exceed 500,000 square feet. A 2-hour fire wall constructed in accordance with Section 706 of the California Building Code I shall be used to divide high-piled storage exceeding 500,000 square feet in area. i. - ,Not required where an automatic fire-extinguishing system is designed and installed to protect the high-piled storage area in accordance with Sections 3207 and 3208. - j. Not required where storage areas it an exit access (rave/distance of 250 feet (76 200 nini) or less are protected by either early suppression fast response I .(ESFR) sprinkler systems or control mode special application sprinklers with a response time index of 50 (m - s)i or less that are listed to control a fire in the stored commodities with 12 or fewer sprinklers, installed in accordance with Section 903.3.1.1. I i . . -: .. . - 2OI6 CALIFORNIA FIRE CODE Copyright 0 2016 CA BSC. ALLRiGHTS RESERVED. A,c,sscd by Ellie KI,osbruckneron Dec 19,201663o AM puru*,,i to Lice,,, Agreement with CA BSC. NoIuriher I k i k 81k - IJJJ. i JIL reproduction or distribution rih6dzcd. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE - LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. I FIRE SERVICE FEATURES DEPARTMENT MASTER KEY. .: [California Code of Regulations, Title 19, Division 1, I :FIRE FIRE LANE. . ... §3.05(a)] Fire Department Access and Egress. (Roads) KEY BOX. . (a) Roads. Required access roads from every building to a . public street shall be all-weather hard-surfaced (suitable I TRAFFIC CALMING DEVICES. . .. . for use by fire apparatus) right-of-way not less than 20 feel in width. Such right-of-way shall be unobstructed and [ SECTION 503 maintained only as access to the public street. I FIRE APPARATUS ACCESS ROADS Exception: The enforcing agency may waive or modify • I03. I \Vlicie required. F ii e ippar rIm aceS i oasIs slmll be, this requirement if in his opinion such all-weather • r ivided and niiint.iinrd in ecordance ron 1.1 hard-sutfaced condition is not necessary in the interest iliroiili 1 of public safety and welfare- I - 5)03.1.1 EuiIdin and facilil ies. Allire app.lra- - — 503.2.1 Dimensions. F ire 1pa4rrus asees riv*ds iiall tn aeces tad sh ill lie pros ided for es 105 151101115 h,ise an nohtructed ss idth ot not le than dii cci thUds ] huildrnf or portion of-,1 1iinldiiiL liereilier coriOruered : nun. e\cInIsi\e at sho1ulders e\cPi or iPliri ed cctlrut moved into or ssithm the wi diction. Hie line apparatus qaic . in ae rdance ssith ecttin U JULI an till oh- I access road shill conipir svrtlr the requrr nients of this structed seical learar cc il not IC10 rhin I teat 0 inehs ' • certin iiid shall estend to ssithni I U feet 4 2t) nini 41 F S ninit ..........- fall portion.,, ot die f;iiIit md ill pornti tine eSte- 503.2.2 AtiIIiori. The lire cite iflie id hiII misc die •. tar Ils of the fir t stirs of the htnhilinc is titearired hr autlnorits in require or permit niodilicitions to theq reuire d .I a n appros ed rule wound the esierlil ol lie hnuldinc or eass widths stheie thes are niadequite lii lire 1 re clue liei]i\ iiperalions of sshcre necessirs to meet the put Ire ife t I- ceptioIIs: ohkerises at the uirsdierin I I . I he die code olficial is ,iuthori'ed to increase the 503.2.3 surface. Fire ap aratits accss I aids slial I he • dimen Inn sf I i) feet 45 d) mni ilieti uris of de toned arid nr tint tuned to support the nnposed loads ot • lie I Ilost in conditions occur tire ulmanittu arid shall h • urtaceC 51 i ii provide "Ill-, eseithner Uris in,, eIpihilrtie. .I F I I q huililin a equipped thu unhour sith an • sippi os ccl automatic sprinkler r stein 03.2.4 1 urniimst radius. [he required fortune radios of a • - in lulled in accordance ss Iii dection Inc apparatus access roacl sh,i ll he detcriniined hr die lire I do I I I U or I I I Fire apparatus idLes i oid cinriot he code oltirisul I 503.2.5 Dead ends. L)ejd-erid line appiritus access roads • . mctilleil teen e of U ciuion ii pripertv. ri esees if ISfi led i4r F) fin in Iensttli shall he prm - roporapFis, ssaterssiyc. ooririeotiahle1, vided with in uliprosed area for turnn i an urici lire appa- ci ide in othei mii tic c iil ii ions, arid an raruo I appros ad iltertittis e means of life protection 503.2,0 Iridgcs and ete ated surfaces. Where a hi idie • . : -s is provided or ur elesated surface r, part of a tire appir Iris iccC55 1 • . I I . I here are riot more tlrsuri iiso I iritrp P-3, it • road, the hride shall he rotistnucred arid ruaunirairied in :1 (oroup L iccirpancios ' accordiuree sutlt \ \li 11) HR-1 7 Aridges irrd elesated snrlices shall he for a Irse load tillicient to c.irr\ • -ire • \ here supprosed he ille lcode tillieral. lire . ' - . • the urnposed loads of fire apporatu \• chieF ' bid h •unts i apparrrris access nol hill he pernnttcd to I shall he pu ted it tith entrances to hri Fees sheie I ectutired I I eenipted or rro dilied for In plotosisht.ric • - - h the fire code oIl coil \\ lien e des sited urlace cleCi cited • 055cr cerieratior] lasrlrties - • for eiuien eerier s ehrele use are idtienF to trr I ices that - are • 503.1.2 Addilional access. he lire eode outs il i irutho- not ste cried for such use appros ad ho rier opposed • • • • riced to requiie no)rc than one due app maIns eces touch hacd in he potential for rinpairinierli cuf ,i siricle raid hr slims or hoth ih ill lie insraltcd nid marirlutned rshicre • recluirech his the tire code utficial 11 '1 • veluele c treesirin, Cofl,1111011 ol 1,:l r,2111 clturiatie eondi- • - 03.2. (dc. [lie crude Of file Inc ipp uratus ieee ss I oad • • lions or ill her lii or diii sri lii I in it i cuss • . - shall be ssithtu the limits est,ihhihicd hr the lire ecdc entli- 503.1.3 IIisth-piled slnraie. F ire dep. ritilent sehiiele erat hosed iii the [dc depirtinent s appal ,itsns •.I- - • OceesS to huildtns used for hr'h-pifed eorimhui tihlc star- • - • 5Il3._i noIcs of ipproacli 1110 delulrtllle. I tie an'' lc' • - • ate shill cciiipls with the applicable r5 ion of ( hi ten u • - at approach and deparririe Ion fire ipisirutius access rids F ' - - 503.2 Specifications. F tic mUlti mills ic e usots hall U5 • ' - shill Ic vitluri ilje lunu mtal li-died b he die code dli- : eiah hi cit on the tine dcpartuienrs app.iralurs - installed and airautced on accord nice ssrthi stec tionts 5lu 2 1 - • - - • • . . ttu oLutiF] s110 S t H)3.3 \IarIing. \\ here icquired hs lie fo-e code ollicual. I • - jippr)sc . - it suns of oilier sipprased finlices or ni uuktitc' hit H • ' ', - - ' I- - - • • ' ', -' •'.;:- - 2016 CALIFORNIA FIRE CODE I 'II '94 • k i & • Copyright©2016CABSC. ALL RIGHTS, RESERVED. AcessedbyEIui- Kbosbrocktw,on Dec 19,2016 60.430 AM Pursuant to License Agrecmcnl with CA BSC. No further k k I I I7, ra I reproduction or distribution ostihorizod. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE' - - •- - . - '-- • LICENSE AGREEMENT. AND SUBJECTTO CIVIL AND CRIMINAL PENALTIES THEREUNDER I' FIRE SERVICE FEATURES iriclti lc the \\ rd No PARKIN( FIR F 1 hi I he I with locks, the locking devices shall be designed p° dud tor In C iPP,IrAtI,,, issu I 'I'k to iduni 1\ Slid] roads I to permit ready entrance by the use of the chain or pr id ii hit I lie oh trin in ri liii. ret hr insuns hr ss Iii Ii hi bolt-cutting devices with which the local law lanes ,ire dusrenatud h'rII he irianitanrud ill 1 sluaii nd IuuihIt, enforcement andfire-protection agencies may be soridition .11 alt tmius and he rupltssd i repaired srhen neeus- equipped. It pros ide adequate virihihty " €cTR ate,,. ie 11Cr] crn ito, tus ros 03.4 ('Thslru tiun of lire apparatus access roads. File' a tire app scams asue.ss road shall buapprov ed hr thu 'dir ippn sins access roads chall n I he iihstrrisiud Iii i[iV inairirer. iris ludin tiiu,parl. n trl vehicle he n mini run widths and ulearanLes u tahlishud in Seciiow, (N 2.! arid SIN sh,ill I sIne]. \\ hers usnrit'' catrs are nsral]ud. they shall hare iii ip]r\ ed means of uiriurnuiie\ spur au n Flie se ur its lies eiriur,enc\ opuiition 5ha11 he mnaiiit,nncd op 'ration ii he nr,nnt,nned n all times it all tInier Fllectri L,,itc opsrators rshure pros dud. shall he hahl 503.4.1 Traffic Traffic calniirig deices 1. i,itflc eahiimn desri. 's he prolnhmmed unless ipprosud hr [lie InS enile MCI-to listed in assordansu sr ith 11 '2. N,ilus intended toi maIm tipurata n shall he desmuned. constructed arid installed o conilik ss ith the tui]i ireirmunis ct \ I I 220) • • 503,5 Required gaics or barricades. Thu his sods offo iii i anthom rand to ruquii e time installation and maintenanse of j ii stes or titer appr ovud h,ii I is adu'- arm oss file ippar lulls . . SECTION 504 ACCESS TO BUILDING OPENINGS AND ROOFS uses-s rids. Ii mis ci otliem uses, sssar s not iiisiiidinmu pnhlis 504.1 Required access. Exterior doors and openings required by this code or the California Building Code shall be main- treets, alle s or 1img1iss ar s I lestris Lile operators. \\ lis're tro dud, 'diall he listed in assordanse voth I I 2n. (i,ites, tamed readily accessible for emergency access by the fire ruts trIed for ,imitoniatmc operation sItu]] he designed s'oti- department. An approved access walkway leading from fire' trusted and ri t dies] to Conlpk svitli tire t erlrtirerlierits of Fi\l [22t N when apparatus access roads to exterior openings shall be provided. required by the fire code official. 503.. I Secui ed gates and barricades. VvJiere required . [California Code of Regulations, Title 19, Division '], nates atid h,irrisades shall he sunned iii iii imppiosed iir,in - §3.05('b)] Fire Department Access and Egress. (Roofs) ' ncr. Roads, trails uris] other isLe '-ssass that hire beers loser] and oh trusted in Ire mn,nnier pi ussr Fed hr estntrt "li S .slra]l riot he trespassed on or ned urilss'. iurhoriaed hr the owner ,irmsl the lire rode oiFicml, i ' I Ire ru r metiir( (oil use shall tint ippls to Roofs. No person shall install or maintain any security barrier such as barbed wire fencing, razor wire fencing, chain link fencing, or any other fencing material, cable, aerial, antenna, or other obstruction on the roof ofany coni- mercial establishment in such a manner as to obstruct or ren-- puhims stirrers astnimrrssmtlitii lie '-0j )C Of drmur der egress or access hazardous in the event offire or other 503.5.2 -Fences and Gates. School grounds may be fenced emergency. . I ' and gales therein may be equipped with locks, provided' that safe dispersal areas based on 3 square feet (0.28 m2) per occupant are located between the school and the fence. Such required safe dispersal areas shall not be less than 50 feet (15 240 mm)from school 'build- Exception: Guy wire, rods and aerial antenna masts may be attached to a roof structure having a slope of less-than 30 degrees provided there is full clearance ofseven feet or' more between the roof and said obstruction. Guy wire, or "located rods required to support aerial or antenna masts may be, ings. , .. . attached to a roof structure a lateral distance from the Every public and private school shall confo'-m with Sec- , mast not in excess of one-six/h the height of the mast. , 'I lion 32020 of-the Education Code which states: The governing 'board of every pubII'school district, and the governing authority of every &i- ' vale school, which maintains any bui/Ii1ng.used for the instruction or housing of school pupils on : 'land entirely enclosed (except for biiili1in wa11s) by fences of 'op walls, shall, through' oeration - with the local law enforcement andfire-protection - agencies having jurisdiction of the area, make a provision for the erection of gales In such fences or walls. The gates shall be of sufficient size permit the entrance of the ambulances,'- pd/ice ' equipment a dfi nre-fighting apparatus used by.the . 504.2 Maintenance of exterior doors and openings. Exte- '. nor doors and their function shall not be eliminated without' prior approval. Exterior doors that have been 'rendered non-, functional and that retain a functional door exterior appear- ance shall have a sign affixed to the exterior side of the doo with the words THIS DOOR BLOCKED. The'sign shall con- sist of letters having a principal stroke of not less than '/,.inch (19.1 mm) wide and not less than 6' inches (152 mm) high on contrasting background. Required fire department access, - doors shall not be obstructed or eliminated. Exit and exit' access doors shall comply with Chapter 10. Access doors for high-piled combustible storage shall comply with Section 3206.6.1. - law enforcement and fire-protection, agencies. 504.3 Stairway access to roof. New buildings four or more There ,shall be no less than one such access gate .. stories above grade plane, except those with a roof slope and-there shall be as many such gates as needed - to assure access to all major buildings and greater than four units vertical in 12 units horizontal (33.32 percent slope), shall be provided with a stairway to the roof ground areas. If such gates are to be equipped Stairway access to the roof shall be in accordance with Sec- - 2016 CALIFORNIA FIRE CODE I IIll Copyright © unto CA BSC. ALL RIGHTS RESERVED, Accessed by Ellie Ktousbrtsckner on Dec 19.2016 6t54t30 AM pursuant to License Agreement with CA BSC. No further - r 1]! I'JII1IJ I reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. -HIGH-PILED COMBUSTIBLE STORAGE TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS STORAGE AREAS ,,ALL SOLID-PILED STORAGE, SHELF SIZE OF HIGH-PILED b (See Sections 3206, 3207 and 3208) STORAGE AND PALLETIZED STORAGE STORAGE AREA (see Section 3207.3) Automatic fire- . extinguishing - Fire detection 'system Building access Srnok, and heat re f4 Maximum pile Maximum permissible Maximum COMMODITY CLASS (square feet) (see Sections 3206.2 and 32064 - system '. (see Section - (see Section (see Section 5. eectcOn dimension (feet) storage heightd. pile volume (cubic feet) 3206.4) I 'I (feet) 0-500 Not Not Not Nt Not Not Not Required*, Rquired Required' Reqired Required Required Required 501-2 500 - Not Required Yes' Not Required N Req ired 100 40 100 000 2,501-12,000 Yes Not ' Not N 100 40 400,000 Public accessible i Requred Required Re ed 2±fl]-L (ft1 - Not Not rip:ih!ie uI I<qrLI 100 40 400 000 ____________ Required Requiredr 2501-12000 Not Nonpublic accessible Required ,,, Yes Yes Yes' 100 301 200,000 (Option 2) • 12,001-20,000 Yes Not Required Yes Ye& 100 40 400,000 20001-500 000 Yes Not Required Yes Ye& 100 40 400,000 Greater than 500,0000 Yes Not Required Yes Ye& 100 40 400,000 0-500 Not Not Not Not 50 Not Not Required', Required Required' Required Required Required 501-2,500 Yes Not • Not Not 50 30 75,000 Public accessible 0 Required Required Required 501-2500 Not - Not Nonpublic accessible Yes Required Required Not50 Required 30 75,000 High (Option 1) hazard' -501-2,500' Nonpublic accessible Not Required- Yes Yes Yes' 50 20 50,000 (Option 2,501-300 000 0 Yes • Not Required Yes Ye& 50 30 75,000 300,001-5 0000000h Yes Not Required Yes Ye& 50 30 75,000 I l-or SI: I toot = 304.8 mm, I cubic foot = 0.02832 m', I square foot = 0.0929 m. a.' Where automatic sprinklers are required for reasons other than-those in Chapter 32, the portion of the sprinkler system protecting the high-piled storage area shall be designed and installed in accordance with Sections 3207 and 3208. b. For aisles, see Section 3206.9. I c. Piles shall be separated by aisles complying with Section 3206.9. d., For storage in excess of the height indicated, special fire protection shall be provided in accordance with Note g where required by the fire code official. See Chapters 51 and 57.for special limitations for aerosols and flammable and combustible liquids, respectively. e. Section 503 shall apply for fire'ajiparatus access. I f. For storage exceeding 30 feet in height, Option I shall be used. Special fire protection 'provisions including, but not limited to, fire protection of exposed steel columns; increased sprinkler density; additional in-rack' sprinklers, without associated reductions in ceiling sprinkler density; or additional fire department hose connections shall be provided when required by the fire code official. High-piled storage areas shall not exceed 500,000 square feet. A 2-hour fire wall constructed in accordance with Section 706 of the California Building Code I . shall be used to divide high-piled storage exceeding 500,000 square feet in area. -i.' Not required where an automatic fire-extinguishing system is designed and installed to protect the high-piled storage area in accordance with Sections 3207 and 3208. j. Not required whee storage.areas.with an exit access travel distance of 250 feet (76 200 mm) or less are protected by either early suppression fast response I .. (ESFR) sprinkler'systems or control mode special application sprinklers with a response time index of 50 (m s)"2 or less that are listed to control a fire in the stored commodities with 12 or fewer sprinklers, installed in accordance with Section 903.3.1.1. : - . 00'O 0 •,2016 CALIFORNIA FIRE CODE :II 1 Copyright 2oi6CA BSC. ALL RIGHTS RESERVED. ACCCSSCd by Ellie KI,,osbruckorro,, Dec 19, 2016 6,5..30 AM pursuant to LiccnseAgreemenl with CA BSC. No luhhhcr k k I reproduction or dislribolior, authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE - LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 1 .. HIGH,-PILED COMBUSTIBLE T0l(3E Draft Curtains no'Ionger required by Table -3206.2 I . .' 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) COM MODITY - CLASS STORAGE AREA' (square feet) (see Sections 3206.2 and Automatic fire- . C extinguishing, Fire detection Building Smoke and . . Maximum pile Maximum permissible Maximum system (see Section system ' (see Section ' access (see Section heat removal - (see Section dimension (feet) storage height pile volume (cubic feet) 3206.4) 3206.5) I 32066) , 320671 (feet) - 0-500 Not - Not Not Not Not Not Not Required ,- ,Required Required' Required Required Required Required - - 501-2 500 . Not Required - 'es Not Required' Not Required 100 40 100,000 2501-12000 . - Yes Not , Not r . Not 100 40 400,000 'Public accessible Required Required Required -- - --l_ -- -. -- ' -: - I I\ N II; iF I ft R;Nir i 1' ii I I k1uir. i I qililLi jil(l ill 1(I - 2,501-12,ouo Not ' Nonpublic accessible . Required Yes Yes Yes' 100 , 30'200,000 (Opt ion 2) 12,00.1-20,060 ' Yes ' Not Required Yes Yes' 100 40 400,000 - -' 20001-500-000 . '- Yes ' Not Required Yes Ye& 100 40 400,000 Greater than 500 Yes . . Not Required Yes Yes' 100 40 400,000 o-soo -' Not Not Not Not 50 Not Not Required' Required Required' Required Required Required • ' - 501-2,500 Yes Not Not Not 50 30 75,000 - 'Public accessible ' Required Required Required 501-2500 Not Not Not Nonpublic accessible • Yes . . ' -Required Required Required 50 30 75,000 High (Option 1) hazard 501-2,500 - Nonpublic accessible • Not - Required • Yes Yes Yes' 50 20 50,000 (Opt ion 2) 2-5011-300,000 - Yes ' -' - Not Required Yes Yes' 50 ' 30 75,000 300,001-500,0009,' . Yes Not . Required Yes Ye& - 50 30 75,000 For SI: I'foot= 304.8 mm, 1 cubic foot= 0.02832 m3, I square foot =0.0929 m2. Where automatic sprinklers are required for reasons other than those in Chapter 32, the portion of the sprinkler system protecting the high-piled storage area shall be designed and installed in accordance with Sections 3207 and 3208. 'For aisles, see Section 3206.9. Piles shall be separated by aisles complying with Section 3206.9. d. For storagein excess of the height indicated, special fire protection shall be provided in accordance with Note g where required by the fire code official. 'See 'Chapters 51 and 57 for special limitations for aerosols and flammable and combustible liquids, respectively. - e. Section'503 shall apply for fire apparatus access. I ' - f. For storageexceeding 30 feet in height, Option I shall be used. Special fire protection 'provisions including, but not limited to, fire protection of exposed steel columns; increased sprinkler density; additional in-rack sprinklers, without associated reductions in ceiling sprinkler density; or additional fire department hose connections shall be provided when required by the fire code official, High-piled storage areas shall not exceed 500,000 square feet. A 2-hourfire wall constructed in accordance with Section 706 of the California Building Code Shall be used to divide high-piled storage exceeding 500,000 square feet in area. Not required where an automatic fire-extinguishing system is designed and installed to protect the high-piled storage area in accordance with Sections 3207 and 3208. Not required where storage areas with an exit access travel distance of 250 feet (76 200 nini) or less are protected by either early suppression fast response (ESFR) sprinkler systems or control mode special application sprinklers with a response time index of 50 (m . 5)10 or less that are listed to control a fire in the sto'red commodities with 12 or fewer sprinklers, installed in accordance with Section 903.3.1.1. ' - - ., -'-' s' 2016 CALIFORNIA FIRE CODE iii & ti- 1 1 i i r Copynghi OzoinCA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klsosbrssckneron Dec 9. 20166:M 30 AM porsosni to License Agreement with CA BSC. No further Ilk i k LUJk j IJ Ii iii, I reproduction or distribution soihorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE -LICENSE AGREEMENT, AND SUBJECTTO CIVIL AND CRIMINAL PENALTIES THEREUNDER. FIRE PROTECTION SYSTEMS 6. Where the most remote portion of. a ,floor or story is more than 150 feet (45 720 mm) from a hose connec- > L tion, the fire code official is authorized to require that additional hose. connections be provided in approved locations. The distances from a hose connection- shall be measured along the path of travel 905.4.1 Protection. Risers and laterals of Class I stand- pipe systems not located within an interior exit stairway shall be.protected by a degree of fire regitaice equal to that required for vertical enclosures in' the bthlding in which they are located. .Exception: In buildings equipped throughout with an approved automatic sprinkler system, laterals that are not located within an interior exit stairway are not required to be enclosed within fire-resistance-rated construction. 905.4.2 Interconnection. In buildings where more than one standpipe is provided, the standpipes shall be inter- connected in accordance with NFPA 14. 905.5 Location of Class II standpipe hose. connections. Class II standpipe hose connections shall be accessible and shall be located so that all portions of the building are within 30 feet (9144 .mm) of a listed variable stream fog nozzle attached to 100feet(30 480 mm) Of hose. 905.5.1 Groups A-i and A-2. In Group A-I and A-2 occupancies with occupant loads of more than 1,000, hose connections shall be located on each side of any stage, on each side of the rear of the auditorium, on. each side of the balcony, and on each tier of dressing rooms. .905.5.2 Protection. Fire-resistance-rated protection of ris- ers and laterals of Class II standpipe systems is not required. . -, 905.5.3 Class H system 1-inch hose. A'-minimum 1-inch- (25 mm) hose shall be allowed to be used for hose stations in light-hazard occupancies where investigated and listed for this service and where approved by the fire code offi- cial. 905.6 Location of Class III standpipe hose connections. Class III standpipe systems shall have hose connections lOcated as required for Class I standpipes in Section 905.4 and shall have Class II hose connections as required in Sec- tion 905.5. . . . 905.6.1. Protection. Risers and laterals of Class 111 stand- pipe systems shall be protected as required for Class I sys- tems in accordance with Section 905.4.l. 905.6.2 Interconnection. In buildings.where more than one Class.I11 standpipe is provided, the tandpipes shall be interconnected in accordance with NFPA 14: 905.7 Cabinets. Cabinets containing fire-fighting equipment, such as standpipes, fire hose, fire extinguishers Or fire depart- ment valves, shall not be blocked from use or olscured from view. - 905.7.1 Cabinet equipment identification. Cabinets shall be identifiedin an approved manner byapermanently 'attached isign with letters not less than '2. inches (51 mm) high in a color that contrasts with the background color, indicating the equipment contained therein. Exceptions: Doors not large enough to accommodate a writ- ten sign shall be marked with a permanently attached pictogram of the equipment contained therein. Doors that have either an approved visual identi- fication clear glass panel or a complete glass door panel are not required to be marked. 905.7.2 Locking cabinet doors. Cabinets shall be unlocked. Exceptions: Visual identification panels of .glass or other approved transparent frangible material that is easily broken and allows access. Approved locking arrangements. Group 1-3 occupancies and in menial health areas of Group 1-2 occupancies. 905.8 Dry standpipes. Dry standpipes shall not be installed. Exception: Where subject to freezing and in accordance with NFPA 14. 905.9 Valve supervision. Valves controlling water supplies shall be supervised in the open position so that a change in the normal position of the valve will generate a supervisory signal at the supervising station required by Section 903.4. Where a fire alarm system is provided, a signal shall also be transmitted to the control unit. Exceptions: Valves to underground key or hub valves in road- way boxes provided by the municipality or public utility do not require supervision. Valves locked in the normal position and inspected as provided in this code in buildings not equipped . with a fire alarm system. 905.10 During construction. Standpipe systems required ç. during construction and demolition operations shall be pro- vided in accordance with Section 3313. 905.11 Existing buildings. Where required in Chapter 11, existing structures shall be equipped with standpipes installed in accordance with Section 905. ---------- .......,.--------------------- .......... - SECTION 906 -. - PORTABLE FIRE EXTINGUISHERS 906 I \\hLIL riquliLd I tr1 ilk lift cxtiiftm iu Ii ill be nstPIcd nil ol thefoilo\vII1 - I In II\ and in roiip P II I i\I P I P 1 4 I R'4 jiid ipsni - ----- - -- ------ Exception: In Group R-2 occupancies, portable fire - extinguishers shall be required only in locations specified in Items 2 through 6 where each dwelling unit is provided with a portable fire extinguisher having a minimum rating of l-A:10-B:C. . . 2OI6 CALIFORNIA FIRE CODE - 159 -I I • I 4 1 4 1 Copyright 020I6CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Kl,,sbruck,,eron Dec 19,20166:54:30 AM pursuant Io License Agreement with CABSC. Noforther - - reproduction or distribution authorized. ANYUNAUTHORIZEDREPRODUCFIONORDISTRIBUTIONISAVIOLATIONOFTUEPEDER.ALCOPYRIGHTACFANDTHE - - LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER I V. - FIRE PROTECTION SYSTEMS 2.. Within 30 feet (9144 mm) of commercial cooking equipment. . In areas where flammable or combustible liquids are stored, used or dispensed. * On each floor of structures under construction, except Group 'R-3 occupancies, in accordance with Section 3315.1. \\ lii rquIlLd h tilL Lti ii Indu d in NIL ---'- - ------,--- -.---- .-.--. ------- ----a 6: Special-hazard areas, including but not limited to labo- ratories, computer, rooms and generator,: rooms, where required by the fire code official.. . .. Large and small family day-care homes shall be equipped with a portable fire extinguisher having a minimum 2-A: 10-B:C rating. Where required by California Code of, Regulations, Title 19, Division 1. Within 30 fee! (9144 mm) of domestic cooking equip- ment located in a Group 1-2. [California Code of Regulations, Title 19, Division 1, §3.29(a) through (d)J Portable Fire Extinguishing-Equip- men!. General. Portable fire extinguishers conforming to the requirements of California Code of Regulations, Title 19, Division 1, Chapter 3, shall be installed and maintained in accordance with guides established therein. Special Coverage. Additional Class A, B and C units of adequate extinguishing potential shall be providedfor any other hazard, as determined by the enforcing agency. (c) Group A Occupanciei. (1) One additional Class 2-A unit shall be provided in Group A Occupancies as follows: .. On each side of the stage or platform. Exception: Platforms 1000 square fee'! oless in area need have only one such extinguishing unit. On each side of every fly gallery. In basements beneath the stage or platform. In every hallway or passageway leading to a' dressing room. In every property room, carpentershop, or si,ni- la, workroom. (2) Not less than one 10-B:C unit (not less than 4-B:C for existing extinguishers in existing occupancies) shall - . be provided: For each motor andfan room. Adjacent to each switchboard on the stage or platform. - For each . motion picture machine in projection rooms. Exception: One 20-B:C unit (not less.1han.8-B:C for existing extinguishers in existing occupancies) - in each projection room may be 'accepted as pro- viding substantially equal protection: TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS SECTION SUBJECT 303.5 Asphalt kettles 307.5 Open burning 308.1.3 Open flames-torches 309.4 Powered industrial trucks 2005.2 Aircraft towing vehicles 2005.3 Aircraft welding apparatus 2005.4 Aircraft fuel-servicing tank vehicles 2005.5 Aircraft hydrant fuel-servicing vehicles - 2005.6 Aircraft fuel-dispensing stations 2007.7 Heliports and helistops 2108.4 Dry cleaning plants 2305.5 Motor fuel-dispensing facilities 2310.6.4 Marine motor fuel-dispensing facilities 2311.6 Repair garages 2404.4.1 Spray-finishing operations 2405.4.2 Dip-tank operations 2406.4.2 Powder-coating areas 2804.3 Lumberyards/woodworking facilities 2808.8 Recycling facilities 2809.5 Exterior lumber storage 2903.5 Organic-coating areas 3006.3 Industrial ovens 3104.12 Tents and membrane structures - 3315.1 Buildings under construction or demolition 3317.3 Roofing operations 3408.2 Tire rebuilding/storage 3504.2.6 Welding and other hot work 3604.4 Marinas 5203.6 Combustible fibers 5703.2.1 Flammable and combustible liquids, general 5704.3.3.1 Indoor storage of flammable and combustible liquids 5704.3.7.5.2 Liquid storage rooms for flammable and combustible liquids 5705.4.9 Solvent distillation units 5706 2 7 Farms and construction sites-flammable and combustible liquids storage 5706.4.10.1 Bulk plants and terminals for flammable and combustible liquids 5706.5.4.5 Commercial, industrial, governmental or manufac- turing establishments-fuel dispensing 5706.6.4 Tank vehicles for flammable and combustible liquids 5906.5.7 Flammable solids 6108.2 LP-gas 160 . -- . ... ' 2016 CALIFORNIA FIRE CODE. IF ' , Copyright 0 2016C BSC. ALL RIGHTS RESERVED. Accessed by 151k K'Inusbrstcktscroo Dm 9, 2010 6:54:30 AM pursuant to License Agrucosen, with CA BSC. Nofrnihcr k i k k . . k - reproduction or distribution uuthorinrd. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBIETTO CIVIL AND CRIMINAL PENALTIES THEREUNDER FIRE PROTECTION SYSTEMS TITLE 19, DIVISION 1, SECTION 569, TABLE 3 Type of Basic Minimum Maximum Travel Hazard Extinguisher Distance to (in meters) Rating Extinguishers (in feet) 5B . 30 9.15 Light (low) JOB 50 . 15.25 Ordinary JOB 30 9.15 ('moderate) 20B SO 15.25 F-t,a(high). 40B 30 . 9.15 -, 80B 50 15.25 Note 1. The specified rating does not imply thai fires of the magnitudes indicated t,j' these ratings will occur, but rather to give the operators more time and agent to handle difficult spit/fires that may occur. Note 2. For fires involving water soluble flammable liquids, see California Code-of Regulations, Title 19, Division 1, Section 566(d). Note 3. For specific hazard applications, see California Code of Regulations, Title 19, Division I, Section 566. Two or more extinguishers of lower rating shall not be - used to fulfill the protection requirements of California Code of Regulations, ., Title 19, Division 1, Section 569, Table 3. The protection requirements may be fulfilled with extinguishers of high ratings, provided the travel distance to such larger extinguishers shall not exceed 50 feet (15.25 m), as shown in California Code of Regulations, Title 19, Division 1, Section 569, Table 3. [California Code of Regulations, Title 19, Division 1, §570(a) through (e)J Fire Extinguisher Size and Placement for Class B Fires in Flammable Liquids of Appreciable Dept/i. (a) Portable fire extinguishers shall not be installed as the sole protection for flammable liquid hazards of apprecia- ble depth [greater than /4 inch (0.64 cm)] where the sur- face area exceeds 10 square feet (0.93 m211. Exception: Where personnel who are trained in extin- guishing fires in the protected hazards are available on the premises, the maximum surface area shall not exceed 20 square feet. (1.86 n2). (b,) For flammable liquid hazards of appreciable depth, a Class B fire extinguisher shall be provided on the basis of at'least two numerical units of Class 'B extinguishing potential per square feet (0.0929 m') offlammable liquid surface of the largest hazard area. For fires involving cooking grease or water-soluble flammable liquids, see California Code of Regulations, Title 19, Division 1, Sec- tion 566(b) and 566(d). Exception: AFFF- or FFFP -type extinguishers may be provided on the basis of a lB rating of protection per square foot of hazard (c) Two or more extinguishers of lower ratings shall not be used in lieu of the extinguisher requiredfor the largest hazard area. Exception: Up to three AFFF or FFFP extinguishers may be used to fulfill the requirements provided the sum of the Class B ratings meets or exceeds the value requiredfor the largest hazard area. Travel distances for portable extinguishers shall not exceed 50 feet (15.25 m) as shown in California Code of Regulations, Title 19, Division 1, Section 569, Table 3. Scattered or widely separated hazards shall be individ- ually protected An extinguisher in the proximity of a has- ard shall be carefully located to be accessible in the presence of afire without undue danger to the operator. [California Code of Regulations, Title 19, Division 1, §571(a)] Fire Extinguisher Size and Placement for Class C Hazards. (a) Fire extinguishers with Class C ralings shall be .." required where energized electrical equipment can be encountered which would require a nonconducting extin- guishing medium. This requirement includes situations where fire either directly involves or surrounds electrical equipment. Since the fire itself is a Class A or Class B has- aid, the fire extinguishers shall be sized and located on the basis of the anticipated Class A or Class B hazard Note: Electrical equipment should be de-energized as soon as possible to prevent reigniting. 906.3.1 Class A fire hazards. Portable fire extinguishers for occupancies that involve primarily Class A fire haz- ards, the minimum sizes and distribution shall comply with Table 906.3(1). TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS Maximum distance of : too 75 feet 75 feet travel to extinguisher - For SI: 1 foot = 304.8 mm, I square foot = 0.0929 m2, 1 gallon = 3.785 L. - Two 2'/2-gallon water-type extinguishers shall be deemed the equivalent of one 4-A rated extinguisher. California Code of Regulations, Title 19, Division 1, Chapter 3 concerning application of the maximum floor area criteria. Two water-type extinguishers each with a I-A rating shall be deemed the equivalent of one 2-A rated extinguisher for Light (Low) 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 (6.4 mm) shall be selected and placed in accordance with Table 906.3(2). Portable fire extinguishers for occupancies involving flammable or combustible liquids with a depth of greater than 0.25-inch (6.4 mm) shall be selected and placed in accordance with California Code of Regulations, Title 19, Division 1, Chapter 3. LIGHT- " ORDINARY EXTRA (Low) (Moderate) (High) HAZARD HAZARD HAZARD OCCUPANCY OCCUPANCY OCCUPANCY Minimum rated single extinguisher 2-A 4-A' Maximum floor area UU 1,500 1,000 per unit of A )ci square feet square feet - Maximum floor area I .2U 11,250 11,250 for extinguisher' qu.Irc ltd square feet square feet I . - 2016 CALIFORNIA FIRE CODE ' . . . '165 Copyright e 2016 CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie Klisusbritckneron Dec 19, 2016 6:54:30 AM pursuant to License Agreentent with CA BSC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE -. - - LICENSE AGREEMENT, AND SUBIECTTO CIVIL AND CRIMINAL PENALTIES THEREUNDER. FIRE PROTECTION SYSTEMS TABLE 906.3(2) FLAMMABLE OR COMBUSTIBLE LIQUIDS W1TI;,'4. DEPTHS OF LESS THAN OR EQUAL TO 0.25.INCA0 BASIC MINIMUM MAXIMUM DISTANCE OF TYPE OF HAZARD EXTINGUISHER TRAvEL-To;•-4, RATING EXTINGUISHERS (feet) Light (Low) 5-B 1 30 0-B 50 lirdi! \1l ar' i.il) 111-B 30 - Extra(High) J - fl900.7 11 ngcr and hracIeIs. Hindhofd porinh]o fir - - IIIH41C:1 not h iiLcd In LONHICIS, liII he IIt,uIiL-d on lire ii,IIIr'CiL or i.rchN rippIied Hann(:rs or iI.icbetL Lii,rii hul UI O!\ 3flLhorod to tIlO IflOUntInU ',UrldLC iii ,ic ord nrc \\ hi - the rnuntif.itii erk rnsinhlatjoir rnrnLllonr -a- ...s [California Code of Regulations, Title 19, Division 1, §567.3] Installation. - Portable fire extinguishers other than wheeled types shall be - securely installed on the hanger or in the bracket supplied or placed in cabinets or wall recesses. The hanger or bracket shall be securely and orooerlv anchored to the mounting sur- For SI. I inch a 25.4 mm, I foot'- 304.8 mm. . . -J; ' face in accordance with - the manufacturer's instruc- a. For, requirements on water-soluble flammable liquids and alternative lions. Wheeled-type fire extinguishers shall be located in a sizing criteria, see California Code of Regulations, Title 19, Division 1, designated location. . . Chapter 3. ' 906.3.3 Class C fire hazards. Portable fire eti'nguishers [California Code of Regulations, Title 19, Division 1, for-Class C fire hazards shall be selected and placed on the §567.4] Brackets. ,:basis of the anticipated-Class A or B hazard. Extinguishers installed under conditions where they are sub- Class D fire hazards. Portable fire extinguishers ject to dislodgement shall be installed in brackets specifically for occupancies involving combustible metals shall be designed to cope with this problem. selected and placed in accordance with California Code of . [California Code of Regulations, Title 19, Division 1, - Regulations, Title 19, Division 1, Chapter 3. §567.6/ Mounting. - °906.4 Cooking grease fires. Fire extinguishers provided for . the-protection of cooking grease fires shall be of an approved Fire extinguishers having a gross weight not exceeding 40 type compatible with the automatic fire-extinguishing system pounds (18.14 kg) shall be installed so that the top of the fire agent andin accordance with Section 904.12.5. - extinguisher is not more than 5feet (1.53 m) above the floor. Fire extinguishers having a gross weight greater than 40 [California Code of Regulations, Title 19, Division 1, pounds (18.14 kg,) (except wheeled types) shall be so installed,.- §573(a) through (c)] Fire Extinguisher Size and Placement that the top of the fire extinguisher is not more than 3 '2 feet - for Commercial Cooking Operations. - . , (1.07 m) above the floor. In no case shall the clearance Fire extinguishers with a Class K rating shall be 'pro- between the bottom of the extinguisher and the floor be less - - vided for -hazards where there is a potential for fires than 4 inches (10.2 cm). - involving combustible cooking media (vegetable or animal 906.8 Cabinets. Cabinets used to house portable fire extin- -- - - oils andfats). - guishers shall not be locked. • .• Maximum travel distance shall not exceed 30feet (9.15 Exceptions: - m)from the -hazard to the extinguishers. -' (c) Additionalfire extingziishers, required for 0'ihé control Where portable fire extinguishers subject to mali- of other classes offires, shall be providedfor cbmme,'cial cious use or damage are provided with a means of - - cooking areas as required by California Code of Regula- ready access. lions, Title 19, Division 1, Section 567. . In Group 1-3 occupancies and in mental health areas - - - - lI(. ( OhlS[lICtU)U' locatinn. Portable fire r'\trrir.itir hers in Group 1-2 occupancies, access to portable fire' ho (cited iii eott plots ilCitiorL s he o thor II h - extinguishers shall be permitted to be locked or to be. - - - resd ifs us .sihhe and iniiiicdrutels as noble for use. T hiuso located in staff locations provided the staff has keys. -' ios.ttitis shall h oil nsi norton p.nths oh tr,nei. titilo s tire his [California Code of Regulations, Title 19, Division 1, do dfi cml detci nr ne th,rt tite hji,tr d posed indis rtes thor §567.2/ cabinets. - nt-ed ho piiemerrt I rom nor ni,nl suits oh tra\ ci - • -- -------------------------- Cabinets housing extinguishers shall not be locked. - [California Code of Regulations, Title 19, Division 1, - - §567.5] Physical Damage Protection. , . -. ' Exception: Where extinguishers are subject to malicious - - Extinguishers installed under conditions where they, are, sub- use, locked cabinets may be used provided they include a means of emergency access and are approved by the ject to physical damage, (e.g., from impact, iibration, the authority having jurisdiction. - environment,) shall be adequately protected. 4)(J(4.0 I nob-,trnlctt-d i nd ii noh,&u r&d. fort tHe tire tin- [California Code of Regulations, Title 19, Division 1, §56 7. 71 Sealed Cabinets. ': • UI her '.hhl not he 1hstrristcd or ohrenied ti in \ iC\\ lii - rl111' I trer ii - hii{i su.d rhuirtietrori ririrot he Con - Where extinguishers are installed in closed cabinets that are plots-is ivided. rrie,nii ditli he pros idsd to ndis .110 thc exposed to elevated temperatures, the cabinets shall be pro- 11(01 of e'trn(nuI iis-r vided with screened openings and drains. - -I, . 166 4 - - - ' ." - - • 2016 CALIFORNIA FIRE CODE 1 'Copyright 02ot6CA-BSC. ALL RIGHTS RESERVED. Accessed by Ellie KI,otbenckneron Dec 19.2016 6(54(30 AM pursuant to License Agreement with CA BSC. No (nether . . i • I' I reproduction 0r distribution oothorized. ANY UNAUTHORIZED REPRODU&ION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE. ' - -. LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER- FIRE PROTECTION SYSTEMS i:. I. Manufacturers' data sheets indicating model num- bers and listing information for equipment, devices and materials. . Details of ceiling height and construction. The interface of fire safety control functions. Classification of the supervising station. All plans and shop drawings shall use the symbols identified in NFPA 170, Standard for Fire Safely and Emergency Symbols. Exception: Other symbols are allowed wheri.... - approved by the enforcing agency. . 907.1.3 Equipment. Systems and components shall be . California State Fire Marshal listed and approved in accordance with California Code of Regulations, Title 19, Division I for the purpose for which they are installed. 90 7.1.4 Fire-walls and fire barrier walls. For the purpose, of Section 907, fire walls and fire barrier walls shall not define separate buildings. 907.1.5 Fire alarm use. Afire alarm system shall i1ot be usedfor any puipose other than fire warning or mass noti- fication and where permitted by NFPA 72. 907.2 Where required—new buildings and structures. An approved fire alarm system installed in accordance with the provisions of this code and NFPA 72 shall be provided in new buildings and structures in accordance with Sections 907.2.1 through 907.2.23 and provide occupant notification in accordance with Section 907.5, unless other requirements are provided by another section of this code. Not fewer than one manual fire alarm box shall be pro- vided in an approved location to initiate a fire alarm signal for fire alarm systems employing automatic fire detectors or waterfiow detection devices. Where other sections of this code allow elimination of fire alarm boxes due to sprinklers, or automatic fire alarm systems, a single fire alarm box shall be installed at a location approved by the enforcing agency. Exceptions: The manual fire alarm box is not required for fire alarm control units dedicated to elevator recall con- trol, supervisory service and fire sprinkler monitor- ing. The manual fire alarm box is not required for GroOp R-2 occupancies unless required by the fire. code official to provide a means for fire watch personnel to initiate an alarm during a sprinkler system impair- ment event. Where provided, the manual fire alarm box shall not be located in an area that is accessible to the public. . The manual fire alarm box is not required to be' installed when approved by the fire code official. 907.2.1 Group A. A manual fire alarm system that acti- vates the occupant notification system in accordance with Section 907.5 shall be installed in Group A occupancies' where the occupant load due to the assembly occupancy is 300 or more. Group A occupancies not separated from one another in accordance with Section 707.3. 10 of the ' - 2016 CALIFORNIA FIRE CODE ' 167 Copyright © 2016CA BSC. ALL RIGHTS RESERVED. Accessed by Ellie KIsstsbrocksteron Dec 19,20166:S4 AM purs000t to License Agreeosent with CA BSC. No further qi I k III . I k . reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE, LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. SECTION 907. FIRE ALARMAND DETECTION SYSTEMS 907.1 General. This section covers the application, installa- tion, performance and maintenance of fire alarm systems and their, components in new and existing buildings.and struc- tures. The requirements of Section 907.2. are applicable to new buildings and structures. The requirements of Section 907.9 are applicable to existing buildings and structures. 907.1.1 Construction documents. Construction docu- 1-4 for fire alarm systems shall be of sufficient clarity to indicate the location, nature and extent of the work pro- posed and show in detail that it will conform to the provi- sions of this code, the California Building Code, and .relevant.laws, ordinaiices, rules and regulations, as deter- ined.by the fire code official. 907d.2 Fire alarm shop drawings. Shop drawings for fire alarm systems shall be submitted for review and 41 approval prior to system installation, and shall include, but not be'limited to, all of the following where applicable to the system being installed: I. A floor plan that indicates the use of all rooms. 2: Locations of alarm-initiating devices. 3. Locations of alarm notification appliances, includ- ing candela ratings for visible alarm notification appliances. . .. . . Design minimum audibility level for occupant notification. 'Location of fire alarm control unit, transponders and notification power supplies.: Annunciators -,77- ')(h.O F \tiiittnshcr installation. The liistLilhtion of port il Ic lire e'. lien hi shall P ' in ace dice citli ctioii I iliroio'li ,i) 906.4. I F,xtinuisliers eili np 40 pounds or less. Per - ahie fire e iriesiishei Iiaviiie it eros w(:l"1111i not esced- Al) puiid I 5( ke) shall he instdlcd so that their p ire no more th,iii 5 bet 1 24 mni aPes e the hoar 000n9.2 I .s I IntuislIers \S eittjiint nil)! c Ihaii 40 pounds. land-held pirhible fire e\liriCLiisllers has in: a ci ceiIii e\ceedinC 4 pund 18 hall P: in tilled that dwji top are not more thin . luet I ij mm aPes e the hoer 90.9.3 Floor ekaratice. I he em sranee hetweeii flue hi or and the hitoin ol iii' tailed hoid-held portahl tire s\tifl- uilrei Shill not he less than 4 riches1 102 nm 900.1 0 \\ liecicil units. \\'hecled tire eslitiuishers shall he erispis uouIs located in a defienated location, 10.. :Voltage drop calculatioiis. :. . Power connection. Battery calculations. Conductor tvne and sizes. I HIGH-PILED COMBUSTIBLE STORAGE I. 3206.3.1 ;Separation from other uses. Mixed :occupan- cies shall be separated in accordance 'with the' 'California Building Code. . . I 3206 3 2 Multiple high piled storage areas Multiple high piled storage areas shall be in accordance with Sec tion 3206.32.l.or3206.3.2.2. 3206.6.1.1 Number of doors required. Not less than one access door shall be provided in each 100 linear feet (30 480 mm), or fraction thereof, of the exterior walls that face required fire apparatus access roads. The required access doors shall be distributed such that the lineal distance between adjacent access doors does not exceed 100 feet (30 480 mm). '.3206.3.2.1 Aggregate area. The aggregate of all high- Exception: The linear distance between adjacent piled storage areas within a'buil ding, shall be, used for access doors is allowed to exceed 100 feet (30 480 I the application of Table 3206.2 unless such areas are mm) in existing buildings where no change in occu separated from each other by 1-hour<fire barlers con- is - structed in accordance with Section 707 ofthe Califor pancy proposed. The number and distribution of . nia Building Code. Openings in such fire barriers shall access doors in existing buildings shall be approved I '. be protected by opening protectives.'having"a 1-hour 3206.6.1.2 Door size and type. Access doors shall be fire protection rating. . '. '. not less than 3 feet (914 mm) in width and 6 feet 8 inches (2032 mm) in height. Roll-up doors shall not be' 'Multiclass 3206.3.2.2 high-piled storage areas. High- used unless approved. . 1 ,'piled.storage areas classified as Class I through IV not separated from high-piled 'storage areas classified as 3206.6.1.3 Locking devices. Only approved locking high hazard shall utilize the aggregate of all high-piled devices shall be used. I 3206.7 Smoke and heat removal. Where smoke and-heat . 'storage areas as high hazard for the.purposes of the application of Table 3206.2. To be considered as sepa- removal is required by Table 3206.2 it shall be provided in rated, 1,-hour fire barriers shall be constructed in accor- accordance with Section 910. dance' with 'Section 707 of the California Building . Code. Openings in such fire barriers shall be protected 3206.8 Fire department hose connections. Where exit pas- . . . . . ' . . ' I . by opening.protectives having a 1-hour fire protection sageways are required by the California Building Code for . . ratin .' ' . ' ' egress, a Class I standpipe system shall be provided in accor- dance with Section 905. I ' Exception: As provided for' in Section .3204.2. . . . • . • .• .06 9 \i",k S is!. pro. id,n, LL L. 0 L\ its irid P ri,, 32064 Automatic sprinklers Automatic sprinkler systems dL.p irtri'i.ri i..s'<dk,oi i.!i ill P. pro% i.kd in luJi pil.d stor shall be provided in accordance with Sections 3207 3208 and i... are 'is e .i.e.diii_ VU uare li.Lt 40 in in ic.< rd'in.. I 3209 W1111 Oi.<, ii 'eis 200 01 throu,.,h ',200,9 ,S ii.Ii. Lj 'irann.., SJoi i.,e ['u.s rut I ILLS shall oinpis i.iili kl I S I 3206 4 1 Pallets Automatic sprinkler system require merits based upon the presence of pallets shall be in accor- sli ill ilso Lom[ I\ .. (h Chapter 10 dance with NFPA 13 \cipiioii 55 hu,ru. Jt. piu..Irid,.d bV ru Is I 3206 4 11 Plastic pallets Plastic pallets listed and ss ste ins iii. ru ii., nuethods i n. i.e ss md ['mILL ion labeled in accordance with UL 2335 or FM 4996 shall i . ilL .1 be treated as wood pallets for determining required 20(s 9 I \\ iiltli Au 1< i.s ilih lii!! hu ill uLeord ni. \ uth sprinkler, protection 'SL . tuons ,,jI( )1. 1 md 200, 0 I 2 1 32065 Fire detection Where fire detection is required by E xceptions: Table 3206 .2, an approved automatic fire detection system I S i. iii i u.k smiCtUI CS 01 stor I , pilL I shall be installed throughout the high piled storage area The system shall be monitored and be in accordance with Section th it In, ii i.d us for Lmp!o\ i.e ILL. <h ill hi. • 907 nIl . i.i. n 21 16 III mm) mde 2 Si (Li. L[i U uiuiL 5)1.I\LS LI iSSuliLlI "is shell stor -3206.6 Building access Where building access is required Ii hi. V ILL Iii ui by Table 32062 fire apparatus access roads in accordance I with Section 503 shall be provided within 150 feet (45 720 52I'h 9.1 I "rn iiikkriil hlilldinIs,n Au.!. in SILl iii mm) of all portions ofthe-exterior walls of bu '1 ildings used for 'high-piled storage: ' ' ' . ' 'k!eiL'LI hin,!duuu2's,s!i,u!! hi. liot !i.'su lion '11 inches II IS mm) sid. \isfts hull he not less lii nh, ini.hi.s (247,S I i Exception Where fire apparatus access roads cannot be nini i. LI. iii Iuu,,h puftul ru. areas ,ei.4iii. 2 (IlI installed because of topography railways waterways squ ire, cii 12 2 ii ii ire I 1h,11 ire ,i.esihI, Ti thi. nonnegotiable grades or other similar conditions the fire puhllL and LI. i.ii ilL <I k ,cent 'on ht-h-h~iz,iid unnnu Ii code official is authorized to require additional fire protec- I tion'. L\L(11(IOn Si i. lH h oLd so u, ri. us 32066 1 Access doors Wheie building access is required L\Li.L din . l Lu squ ii ILL( ) 2 iii iii ii r th ii by Table 3206.2; fire department access doors shall be in. t hc iuui)uI ii. md i.] i,,,n it. d to I provided in accordance with this section',Access doors I eu liiii 10/ mid Luniili s<) (ILL ilL Pr tecitil Ii shall be accessible without the use of ladder sprin! her t,m li. oi.d I ur niumltiple i i's i u.k I 2016.CALIFORNIA FIRE CODE ., ' 1 ' ' I Iji' . ' Copyright © 2016CA BSC.. ALLRIGHTS RESERVED. Accessed by Ellie Klsosbrsscktterot, Dec 19. 2Ot6653O AM pursuant to License Agreement with CA BSC. No (nether • . k '. , , • reproduction or distribution sothorieed. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. I H I HIGH -PILED COMBUSTIBLE STORAGE irith'-trjiird ,inriir Iiti,,' l oIl t'o riot less rlron 'I 'l SECTION 3208 I iii S iii ni o do RACK STORAGE \ rlo lrrll IL' rut Ic iii iii 'i irrclrc' 1 ni J 3208.1 General. Rack storage shall be in accordance with ide iii .irerc idle to the prihilL \l1L're nlecllonftol Section 3206 and this section. Bin boxes exceeding 5 feet I i kiironietliod,, ir(: uced (1524 mm) in any dimension shall be regulated as rack stor- . 32O.9.I .2 tinpritilIti'et1 huil(l112S. \I spi riiI icr eJ hirildiriroc sillill ic riot icc- than tI(_ )CS 3208.2 Fire protection. Where automatic sprinklers are 248 full) \\ide required by Table 3206.2, an approved automatic sprinkler I, 3200.9.2 ('lear heipht. The leduired or de \idti1 sh4U system shall be installed throughout the building or to 1-hour :-,tend In in Iloor to ciiiiic ROL P cti LlLlL1l0i' Sultilli tc rnJ fire barriers constructed in accordance with Section 707 of c ° rtu\JR are ,lllo\\od to rrcc ,iiLie- or ii minimum Iicrt the California Building Code. Openings in such fire barriers of ( feet S rrJre '(J" inn) oimoe tim imursiied floor shall beprotected by opening protectives having a 1-hour fire I .. F irocided (11 ,11 LUll SlillOrli. do 11(1 ilitLil ole 601 lire protection rating. The design and installation of the automatic ddpartnuerrt ho' tr 00111 II ,ile,ti\ sprinkler system and other applicable fire protection shall be , in accordance with Section 903.3.1.1 and the California 3206.9.3 I)e:id-ciid isle. [)end-end or des chill 1 t L: xeed °)) feet i'0(00 Building Code. I hn r reth op ii ter ii (m 51 occUpn a- emuc i)eod-eiid oi I'e. choil riot e\CeOd t) I 40 miii 3208.2.1 Plastic shelves. Storage on plastic shelves shall Ili ir,nuth in Lill rumor LLiiilliLil. be protected by approved specially engineered fire protec- F ccpi wit: {)eod-eiui ii dr,. ore not mu itcit 0 tion systems. Alto I . ft troth of the Je:rd-r, rid ,iicle is lcc,. titan ° e tirlues time 3208.2.2 Racks with solid shelving. Racks with solid - ir,,cr rdrh ol rho deod-erid shelving having an area greater than 20 square feet (1.9 . 3206.10 Portable fire extinguishers. Portable fire extin- m2), measured between approved flue spaces at all four . the be in I . guishers shill be provided in accordance with SectioI 906. edges of shelf, shall accordance with this section. • , Exceptions: Racks with mesh, grated, slatted' or similar SECTION 3207 shelves having uniform openings not more than 6 SOLID-PILED AND SHELF STORAGE, inches (152 mm) apart, comprising not less than 3207.1 General. Shelf storage and storage in solid piles solid 50 percent of the overall shelf area, and with piles on pallets and bin box storage in bin boxes not exceed- approved flue spaces are allowed to be treated as . ing5 feet (1524 mm)in any dimension, shall be in accor- racks without solid shelves. I dance with Sections 3206 and this section. Racks used for the storage of combustible paper 3207.2 Fire protection. Where automatic sprinklers are records, with solid shelving, shall be in accor- 'r'equired by Table 3206.2, an approved automatic sprinkler dance with NFPA 13. I system shall be installed throughout the building or to 1-hour 3208.2.2.1 Fire protection. Fire protection for racks fire barriers constructed in accordance with Section 707 of with solid shelving shall be in accordance with NFPA the Cal Vornia Building Code. Openings in such fire barriers 13. shall be protected by opening protectives having a I-hour fire I' protection rating. The design and installation of the automatic 3208.3 Flue spaces. Flue spaces shall be provided in accor- sprinkler system and other applicable fire protection shall be dance with Table 3208.3. Required flue spaces shall be main- 'in accordance with' the California Building Code and NFPA tamed. ' • 13. , 3208.3.1 Flue space protection. Where required by the I 3207.2.1 Shelf storage. Shelf storage greater than 12 feet fire code official, flue spaces required by Table 3208.3, in ;(3658 mm) but less than 15 feet (4572 mm) in height shall single-, double- or multiple-row rack storage installations be in accordance with the fire protection requirements set shall be equipped with approved devices to protect the I forth in NFPA 13. Shelf storage 15 feet (4572 mm) or required flue spaces. Such devices shall not be removed or more in height shall be protected in an approved manner modified. with special fire protection, such as in-rack sprinklers. 3208.4 Column protection. Steel building columns shall be ' 3207.3 Pile dimension and height limitations. Pile dimen- protected in accordance with NFPA 13. I sions, the maximum permissible storage height and pile vol- 3208.5 Extra-high-rack storage systems. Approval of the ume shall be in accordance with Table 3206.2. . fire code official, shall be obtained prior to installing extra- '3207.4 Array. Where an automatic' sprinkler system design high-rack combustible storage. I, 'utilizes protection based on a closed array, array:clearances 3208.5.1 Fire protection. Buildings with extra-high-rack shallbe provided and maintained as: specified by the standard combustible storage shall be protected with a specially - used.; ' ' , : . engineered automatic sprinkler system. Extra-high-rack . . 376 . .' rno. 2016 CALIFORNIA FIRE CODE I i Copyright 2016 CA BSC, ALL RIGHTS RESERVED. n., 1911111*411111- I Accessed by Ellie Kkosbruckneron Dec )9,2016 6:54:30 AM pursuant to License Agreement with CA BSC. No further. reproduction or distribution doshod',d. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION ISA VIOLATION Of THE FEDERAL COPYRIGHT AANOTHE ' . LICENSE AGREEMENI, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. I-: - HIGH-PILED COMBUSTIBLE STORAGE 3203.7.3 Group C plastics. Group C plastics.-are pIatic SECTION -_----*.------- - - - 3205 -- -- - materials having.a heat of combustion indaburning rate HOUSEKEEPING AND MAINTENANCE - similar to those of ordinary combustibles. -Examples of 3205.1 R:itk sirucluics. I'll,: snnjuial nw -ills at r - - Group C plastics include, but are notIimitedto, the fol- ; - - owing: - - - Fluoroplastics (PCTFE, poIychlootrifluoroethylene; 3205.2 lgiiiliiii sources. Clsaraiice Ii alli 1-"rllilull shall he pras dcl in iss orlaiiee ss tb ecticn 1h - - PTFE, polytetrafluoroethylene) 1-.. - - - -- Melamine (melamine formaldehyde) . - - 320-.3 niokiiip. '-Inokirie sli ill he proh hued \ppias-d I : - - - - Phenol - - N,) swns shall be slnsplcuousl\ psisd III I - : -PVC (polyvinyl chloride, rigid or plasticized less than 5 dans 1 55 oh sCth( fl - - percent, e.g., pipe, pipe fittings) : --- - 3205.4 \isle InalIltenance. V lien iestoekin I not heinc sondmicted sir-s shall he kept eien ii straee. a-ic mate- -- • I - - PVDC (polyvinylidene chloride) - .. - - -- - PVDF (polyvinylidene fluoride) - '-2 -: --- - - nal alld (lubi is 1-11 C depahnieni access li ars ii Ic and cell -- PVF (polyvinyl fluoride) - - -r .. de r sh,i ii not he ohslmete& [)uri no restre P1111_1 pci ati w - - - - -. Urea (urea formaldehyde) - - -- - u-inc manual stckii nicthod- a mnmniniiimn unrh rude.! - I 3203.7.4 -'Limited quantities of Group A plastics in ais1e v. diii a! 24 iiiJics (0 ii) mnfl shall be rmiimaffled iii 4- mixed commodities. Figure 3203.7.4, shall be used to nih 2 nun or snialier aisles and a in inunurn unsh- • - - determine the quantity of Group A plastics allowed to be siiLlctcd aisle v. mdiii of one hill al the rcqui ed lisle ss - -stored in a package or carton or. on a pallet without - - - liii) lie iSlairltained in aisle-s catch than -1 F- inches 12 10 - increasing the commodity classification. - nm Durimie mncchwueal sioc na (pei.ill(nsi lnn urnuni - - - niiThsii ucied isle width 1 44 incIses (II IX cm]) shall he - - mnaimitminel in aecidanec with F-eenn 2Imo 1 - -SECTION 3204 1 3205.5 Pik dimension and Irciplit limitations. tile dinien- I . DESIGNATION OF -HIGH-PILED STORAGE AREAS ions aiid hes'ht lini italian. shall conipls is tb Seciiiii - 3204.1 General. High-piled storage areas, and portions of 2O - - - high-piled storage areas intended for storage of -a different 3205.6 Desi011alioll of storage heights. Whcrc required h commodity class than adjacent areas, shall bedesigned and I lie lire cede i!fm.il, a s isual method ii iiidieaiiiie the niai- - - - -- specifically designated to contain Class I, Class II, Class III, Il-arm ailossable 5113cr lieitilii 11il1 he pro- ided Class-IV or high-hazard commodities. The designation of a - : high-piled combustible storage area, or portion thereof 3205. rras s. Array,, shall comph s iii F-elii n 2(i 4. - intended for storage of a different commodity class, shall be 320521 line spaces. F-Inc sp,ices shall coinpls \siih Scrtin - based on the highest hazard commodity class stored.except as 126 - - - provided in Section 3204.2. - - - 3204.2 Designation based on engineering analysis. The - I SECTION-3206 - -designation of a high-piled combustible storage area, or por- thereof, is allowed to be based on a lower h - tion hazard class GENERAL FIRE PROTECTION - than that of the highest class of commodity stored when a AND LIFE SAFETY FEATURES - I - - limited quantity, of the higher hazard commodity has been demonstrated by. engineering analysis to be adequately pro- 3206.1 General. Fire protection and life safety features for high-piled storage areas shall be in accordance with Sections tected by the automatic sprinkler system provided. The 3206.2 through 3206.10. - -- engineering analysis shall consider the abilityof-the sprin- 3206.2 Extent and type of protection. Where required by - kler system to deliver the higher density required by the Table 3206.2, fire detection systems, smoke and heat removal I- higher- hazard commodity. The higher density shall be based and automatic sprinkler design densities shall extend the - - - on the actual storage height of the pile or rack and the mini- lesser of 15 feet (4572 mm) beyond the high-piled storage - - mum allowable design area for sprinkler operation. as set area or to a permanent partition. Where portions of -- forth in the density/area figures providedin NFPA 13. The storage areas have different fire protection requirements - I contiguous area occupied by the higher hazard commodity because of commodity, method of storage or storage height, shall not exceed 120 square feet (11 m2) .and. additional the fire protection features required by Table 3206.2 within - --- areas of higher hazard commodity shall -be separated from this area shall be based on the most restrictive design require- - other such areas by 25 -feet (7620 mm) or more. The sprin- ments. - I - - kler-system shall be capable of delivering the higher density 3206.3 Separation of high-piled storage areas. High-piled over a minimum area of 900 square feet (84 m2) for wet pipe - - -: systems and 1,200 square- feet (111 m2) for dry pipe sys- - storage areas shall be separated from other portions of the The shape of thedesign area shall be in accordance building where required by Sections 3206.3.1 through - - I tems. - with Section -903. 3206.3.2.2. 2016 CALIFORNIA FIRE CODE - - - 373 I - 11 '1 II1I1 Copyright C 2016 CA-BSC. ALL RIGHTS RESERVED. Accessed by Ellie Kloosbrssckner on Dec 19.2016 65430 AM pursuant to License Agrcclnenl with CA BSC. No lnrthrr cprodoction or distribotionsothorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. I HIGH PILED COMBUSTIBLE STORAGE I high-hazard commodities shall be not less than 44 SECTION 3208 'inches (lll8 mm) wide. RACK STORAGE Aisles shall be not less than 96 inches (2438' mm) 3208.1 General. Rack storage shall be in accordance with wide in areas accessible to the public where mechanical Section 3206 and this section. Bin boxes exceeding 5 feet - I stocking methods are used. ". (1524 mm) in any dimension shall be regulated as rack stor- 32069.1.2 Nonsprinklered buildings. Aisles in non- age. 'sprinkleréd buildings shall be not less than'96 inches 3208.2 Fire protection. Where automatic sprinklers are I (2438 mm) wide required by Table 3206 .2, an approved automatic sprinkler 32 069.2 Clear height. The required aisk widths hall. system shall be installed throughout the building or to 1-hour extend frnm fic,r,r to winco po,i, ctr-tr1'c-tcon,1 fire barriers constructed in accordance with Section 707 of FF catwalks ; allowed to cross aisles ataminirnüiii height the California Building Code. Openings in such fire barriers of 6 feet 8 inches (2032 mm) above the finishèd"floor shall be protected by opening protectives having a 1-hour fire level, provided that such supports do not interferewith fire protection rating. The design and installation of the automatic . departmnt hose streamtrajectory. "t,.'. ' sprinkler system and other applicable fire protection shall be in accordance with Section 903.3.1.1 and the-California 3206.9.3 Dead-end aisles. Dead-end aisles shall not Building Code. exceed 20 feet (6096 mm) in length in Group M occupan- cies:Dead..en Iaisles shali'not exceed 50 feet (I 3208.2.1 Plastic shelves. Storage on plastic shelves shall inlength in all other occupancies :-.,o be protected by approved specially engineered fire protec- 'Exception: 'Dead-end aisles are not limited where the tion systems. length of the dead-end aisle is less than 2.5ti'mes the 3208.2.2 Racks with solid shelving. Racks with solid least width of the dead-end aisle, shelving having an area greater than 20 square feet (1.9 I - . 3206.10 Portable fire -extinguishers'. Portable •fire extin- m2), measured between approved flue spaces at all four edges of the shelf, shall be in accordance with this section, - guishers shall be provided in accordance with Section 906. Exceptions: I. Racks with mesh, grated, slatted or similar SECTION 3207 ., shelves having uniform openings not more than 6' -SOLID-PILED AND SHELF STORAGE inches (152 mm) apart comprising not less than 3207.1General. Shelf storage and storage in solid piles, solid 50 percent of the overall shelf area, and with, - piles on pallets and bin box storage in bin boxes not exceed- approved flue spaces are allowed to be treated as ing 5 feet (1524 mm) in any dimension, shall be in accor- racks without solid shelves. dance with Sections 3206 and this section 2 Racks used for the storage of combustible paper 3207.2 i.Fire protection. Where automatic sprinklers' are records, with solid shelving, shall be in accor-., required 'by .Table 3206.2, an approved automatic sprinkler dance with NFPA 13. system shall be installed throughout the buildingor to 1-hour 3208.2.2.1 Fire protection. Fire protection for racks' fire barriers constructed in accordance with Section',707 of with solid shelving shall be in accordance with NFPA the California Building Code Openings in such fire barriers 13 Shall:beprotectedby opening protectives having al-hour fire .-----• -- - -•------• - ---.-----, T ILiL i& ut. ttt th ii ht pros idtd in ittor protection rating The design and installation of the auton'catic sprinkler system and other applicable fire protection shall be \t iii I sbft i' RttiIiird nut p it thifl ii nh in accordance with the California Building Code and NFPA I I ntod 13 l i 320S.3.1 I lut sp i protiel ion \\ iitt. ft qu irt.J ii 3207 2 1 Shelf storage Shelf storage greater'than 12 feet ti 10 lit 11 III UI Ut tI, I t]ihl d ft I hft ( l ii (3658 mm) but less than 15 feet (4572 mm) in height shall I n it do ii 11t. or flu i pit ro I itk ttora,t I rot iii III out be in accordance with the fire protection requirements set Ii iii ht tljilippt U tt Iii Jpl1I ft 10! kt it.t s to pr tt.0 the forth in NFPA 13 Shelf storage 15 feet (4572 mm) or rltlitlft ill it. it. Such U Itt slii I not he ni 't t U oi more in height shall be protected in an approved manner 1110 I Itt with special fire protection, such as in-rack sprinklers.. 3208.4 Column protection. Steel building columns shall be 3207.3' Pile dimension and height limitations. Pile dimen- protected in accordance with NFPA 13. sions the maximum permissible storage height and pile vol 3208.5 Extra-high-rack storage systems Approval of the ume shall bein accordance with Table 3206.2. :' :-i, 'o ' fire code official shall be obtained prior to installing extra-- 32"07.4 Array. Where an automatic sprinkler system design high-rack combustible storage. "utilizes protection based on. a closed array, array clearances 3208.5.1, Fire protection. Buildings with extra-high-rack shall be provided andmaintained as specified by the standard combustible storage shall be protected with a specially used., -- ' , ' ' ' • '.r engineered automatic sprinkler system. Extra-high-rack 4. 376 , . .... fl . ' 2016 CALIFORNIA-FIRE CODE -'I • i - copyright 02016 CA-BSC. ALL RIGHTS RESERVED. Accessed by Ellie Kloosbruckneron Dec 19,20166:54:30 AM pursuant to LicenseAgreentent with CA BSC. Nc foriher reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE •' LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. I -combustible storage shall be provided with additional spe- I cial fire protection, such as separation from other -build- - ings.and additional built-in fire protection features and fire department access, where required by. the fire code offi- cial. SECTION 3209 AUTOMATED STORAGE 3209.1 General.- Automated storage shall .be in accordance - with this section. 3209.2 Automatic sprinklers. Where automatic sprinklers I 'are required by Table 3206.2, the building shall be equipped throughout with an approved automatic sprinkler system in -accordance with Section 903.3.1.1. .3209.3 Carousel storage. High-piled storage areas having . greater than 500 square feet (46 m2) of.carousel storage shall - - be provided with automatic shutdown in accordance with one of the following: .,. I ' .1. An utomatic smoke detection system installed in accordance with -Section 907, with coverage extending 15 feet (4575 mm) in all directions beyond unenclosed - carousel storage systems and that .sounds a local alarm -. I -- at the operator's station and stops the carousel storage system upon the-activation of a single detector. . 2. An automatic smoke detection system installed in - . • I. -- accordance with Section 907 and within enclosed car- * - ousel storage systems, that sounds a local alarm at the 'operator's station and stops the carousel storage system upon the activation of a single detector LI -1. HIGH-PILED COMBUSTIBLE STORAGE- 3. A single dead-man-type control switch that allows the - - operation of the carousel storage system only when the - operator is present. The switch shall be in the same. room as the carousel storage system and located to pro- . '•, - vide for observation of the carousel system. 3209.4 Automated rack storage. High-piled storage areas with automated rack storage shall be provided with a manu- ally activated emergency shutdown switch for use by emer- gency personnel. The switch shall be clearly identified and shall be in a location approved by the fire chief. SECTION 3210 -. SPECIALTY STORAGE 3210.1 General. Records storage facilities used for the rack -. or shelf storage of combustible paper records greater than 12, - - - feet (3658 mm) in height shall be in accordance with Sections 3206 and 3208 and NFPA 13. Palletized storage of records shall be in accordance with Section 3207. 0. • TABLE 3208.3 - . - REQUIRED FLUE SPACES FOR RACK STORAGE - - . - - -- AUTOMATIC SPRINKLER , SPRINKLER AT THE CEILING WITH OR WITHOUT MINIMUM IN-RACK SPRINKLERS IN-RACK SPRINKLERS NONSPRINKLERED - - RACK - PROTECTION - - - AT EVERY TIER - CONFIGURATION '- 25 feet - • Option I - Option 2 > 25 feet Any height Any height - - - Storage height H I ndICS Not Applicable 3 inches Not Required Not Required Hi L i I Not 1 niuir d Not Applicable Yes Not Applicable Not Required - - NOt Roqonred 1,oi:oiHdInII INto- Not Applicable Not Required Not Required Not Required Iino}1 i! 3 inches Not Required Not Required It it lo r I r iii fluo p 100 \ ill I N I qiini N I I intir I Yes Not Applicable Not Required N f-tIIiI iii lii p ii N it 11 12 quit N 6 inches Not Required Not Required iii h - - - .Sizeb . 6 inches Not Applicable 6 inches Not Required Not Required Multirow rack Transverse 'flue -space Vertically Not Required Not Applicable Yes Not Applicable - - Not Required aligned Longitudinal, flue space - Not Required Not Applicable Not Required Not Required .377 Not Required - For ST: I inch = 25.4 mm, I foot 304.8 mm. -- I - a: Three-inch transverse flue spaces shall be provided not less than every lO feet where ESFR sprinkler protection is provided. - 3nd-iN ns II a Ttbt ij - - - - I t 2016 CALIFORNIA FIRE CODE - - -- IJ • 1 Copyright © 2016CABSC.,ALL RIGHTS RESERVED. Accessed by Ellie Klnsssbrssckneron Dec 9. 2010 6159130 AM pursuant to License Agreement with CA BSC. No further - . reproduction or distribution authorized.-ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT. AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. . - 0 1005.3.1 Stairways. The capacity, in inches, of means of • I egress stairways shall be calculated byrnultiplying the occupant load served by such stairways by a' means of egress capacity factor of 0.3 inch (7.6 mm) per occupant. - Where stairways serve more than one story, only the occu- I pant load of-each story considered individually shallbe used in calculating the required capacity of the stairways serving that story. • I . Exceptions: For other than Group H and 1-2 occupancies, the - capacity, in 'inches, of means of egress stairways shall be calculated by multiplying the occupant 'I . load served by such stairways by a means of egress capacity factor of 0.2 inch '(5.1 mm) per occupant in buildings equipped throughout with an automatic sprinkler system installed in accor- 'I dance with Section 903.3.1.1 or 903.31.2 and an emergency voice/alarm communication system in I accordance with Section 907.5.2.2. Facilities with smoke-protected assembly seating - - ' shall be permitted to use the capacity factors in Table 1029.6.2 indicated for stepped aisles for exit access or exit stairways where the entire path for means of egress from the seating to the exit - discharge is provided with a smoke control sys- - - tern complying with Section 909. I Facilities with outdoor smoke-protected assem- bly seating shall be permitted to the capacity fac- tors in Section 1029.6.3 indicated for stepped I - - aisles for exit access or exit stairways -where the entire path for means of egress from the seating to the exit discharge is open to the outdoors. For Group H-I, H-2, H-3 andH-4 occupancies the total width of means of egress in inches (mm) I shall not be less than the to/al occupant load served by the means of egress multiplied by 0. 7 - ' inches (7.62 mm) per occupant. I ' For rooms or spaces used for assembly purposes without smoke proteclion see Section 1029 IO(h 3 2 0t her evress iorIIpoII(nt 1 1k kp klt\ I!! . ' iflChL'S. ol [IROOS of C!2fCk- ceiupoiicnls 011k'! tban 1 s 1iaII LilcuIatod f muhipl'.'ino tho oupiitIhod -Lr\Ld 10, ULh Of') 111)01! t)\ I )1I1 I eLicsll cap lLIt\ I 1)0 ol I)? inIi I ion pr I . ' 1. For other than Group H and 1-2 occupancies, the - capacity, in inches, of means of. egress compo- - .. nents other than stairways shall be calculated by multiplying the occupant load served by such - component by a means of egress capacity factor - of 0.15 Inch (3.8 mm) per occupant in buildings I ' -equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2 and an emergency voice! alarm communication 'system in accordance with I -Section 907.5.2.2. MEANS OF EGRESS Facilities with smoke-protected assembly seating shall be permitted to use the capacity factors in - Table 1029.6.2 indicated for level or ramped aisles for means of egress components other than stairways where the entire path for means of egress from the seating to the exit discharge 'is provided with a smoke control system complying with Section 909. 'Facilities with outdoor smoke-protected assem- bly seating shall be permitted to the capacity fac- tors in Section 1029.6.3 indicated for level or ramped aisles for means of egress components other than stairways where the entire path for means of egress from the seating to the exit dis- charge is open to the outdoors. For Group H-], H-2, H-3 and H-4 occupancies the total width of means of egress in inches (mm) shall not be less than the total occupant load served by the means of egress multiplied by 0.4 inches (5.08 mm) per occupant. Means of egress complying with Section 1029. 1005.4 Continuity. The minimum width or required capacity of the means of egress required from any story of a building shall not be reduced along the path of egress travel until arrival at the public way. - - 1005.5 Distribution of minimum width and required capacity. Where more than one exit, or access to more than one exit, is required, the means of egress shall be configured such that the loss of any one exit, or access to one exit, shall not reduce the available capacity or width to less than 50 per- cent of the required capacity or width. 1005.6 'Egress convergence. Where the means of egress from stories above and below converge at an intermediate level, the capacity of the means of egress from the point of convergence shall be not less than the largest minimum - width or the sum of the required capacities for the stairways or ramps serving the two adjacent stories, whichever is - larger. 1005.7 Encroachment. Encroachments into the required means of egress width shall be in accordance with the provi- sions of this section. 1005.7.1 Doors. Doors, when fully opened, shall not reduce the required width by more than 7 inches (178 mm). Doors in any position shall not reduce the required width by more than one-half. Exceptions: In other than Group 1-2 occupancies, surface- mounted latch release hardware shall be exempt from inclusion in the 7-inch maximum (178 mm) encroachment where both of the following condi- tions exist: I.I. The hardware is mounted to the side of the door facing away from the adjacent wall where the door is in the open posi- - tion; and 2016 CALIFORNIA BUILDING CODE - - 365 - - ' Copyright 02016 CA-BSC. ALL RIGHTS RESERVED. Accessed by Ellie Kbsotbrocksser on Dec 19,20166:54:30 AM pursuant to License Agreement with CA BSC. No further - - reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE - • LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. • . * - 'I I 4 .ri •MEANS OF EGRESS I - - -,---.-- 11 TABLE 10062.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY P N OCCU A Cl MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE (fectl MAXIMUM OCCUPANT WithoutSprinkier System (feet) LOAD OF SPACE Occupant Load With Sprinkler Systeni OL~30 OL>30 41) - 75 75 111W 1 75 75 H-1, H-2, H-3 3 NP NP 25' H-4, H-5. 10 NP NP 75b ,1-2 d, 1-2.1,14 10 NP NP 750 1-3 10 . NP NP 100 R-1 10 NP NP 75 R-2 10 NP NP 125° R-2.1 . 10 . NP NP 75 -R-3',R-3.1' . - 10 NP NP 1250 10 . NP 1250g I Q 100 '75 Ky) U' . 49 100 75 75° L See Section 453.6.1 I-or Si: I toot=304.itmm. NP = Not Permitted. a. 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. - b. Group H occupancies equipped throughout with an automatic sprinkler system in accordance with Section 903.2.5. For a room or space used for assembly purposes having fixed seating, see Section 1029.8. For the travel distance limitations in Group 172 or 1-2.1, see Section 407.4. e. The length of ommon path of egress travel distance in.a Group R-3 occupancy located in a mixed occupancy building or within a Group R-3 or R-4 congregate living facility. The length of common path of egress travel distance in a Group S-2 open parking garage shall be not more than 100 feet. For the travel distance limitations in Group R-3 andR-4 equipped throughout with an automatic sprinkler system in accordance with Sec/ion 903.3.1.3, see Sec/ion 1006.2.2.6. For holding cells, see Section 408.3.11. ** . 1 ffl1.2.2.c Vehi'iiIar ram Vehicular ram nc shall When,-,., binemenle ,o,.en ,,e,.,d f,,,- _,,,,-,,,.e,,,' I .not be considered as an exit access ramp unless pedes- trian facilities are-provided. 1006.2.2.6 Group R-3 and R-4. Where Group R-3 I . occupancies are permitted by Secthn 903.2.8 to be protected by an automatic system syste installed in . . accordance with Section 903.3.1.3, the exit access - travel distance for Group. R-3 shall not, be more than I .. . 125 feel. Where Group R-4 occupancies tn are permitted by Sectthn 903.2.8 to be protected by an 'automatic sprinkler system installed in accordance with Section 903. 3.1.3, the exit access travel disiancfdr Group R-4 I . . shall not be mote than 75 feet. . - 1006.2.2.7 Large family day-care home. Every story or basement of a large family day-care horne.shall be pro- vided with two exits which are remote located from each other. Evety required exit shall be, of a size to per- mit the installation of a door not less. than 32 inches ,n,n (813 ) in clear width and not less than 6 feet 8 : I . inches (2032 mm) in height. A manually operated hori- zontal sliding door may be used as one of the two required exits. 0_y-,_0., . 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 sprinkler 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 enforc- ing agency. Exit doors, including manually operated horizontal, sliding doors, shall be openable from.the inside without use of a key or any special knowledge or effort. Tables 1006.3.2(1) and 1006.3.2 (2) are not applica- ble to this occupancy classification. 4 2016 CALIFORNIA BUILDING CODE - . . 367 . ,, Copyright © 2016 CA BSC. ALL ltIGi-ITS RESERVED. Accessed by Stir Klisnsbruckoer on Dec 19.20166:54:3o AM pursuant to License Agreement with CA BSC. No f,,rsher A Iii reproduction ordissributio,iouthorieed. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE . . LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. I H. MEANS OF EGRESS 1 I 1016.2.2 Basement exits in Group 1-2 occupancies. For additional requirements for occupancies in Group 1-2 or 1- 2. 1, see Section 407. . SECTION 1017 EXIT ACCESS TRAVEL DI STAN çE.... 1017.1 General. Travel distance within-,the exit.accesspor- tionof. the means of egress system shall be iñaccordance with this section. 1017.2 Limitations. Exit access travel distance shall not exced the values given in Table 1017.2. 1017.2.1 Exterior egress balcony increase, Exit acdes travel distances speêified in Table 1017':2 shall be increased up to an additional 100 feet (30 480 mm) pro- vided the last portion of the exit access leading to the exit occurs on an exterior egress balcony constructed in accor- dance with Section 1021. The length of such balcony shall be not less than the amount of the increase taken. 1017.2.2 Group F-i and S-I increase. The maximum exit access travel distance shall be 400 feet (122 m) in GroupF-1 or 5-1 occupahcies where all of the following conditions are met: The portion of the building classified as Group F-I : or S-I is limited to one story in height. The minimum height from'the finished floor to the bottom of.the ceiling or roof slab or deck -is 24 feet .(7315 mm). The building is equipped throughout with an auto- matic sprinkler system in accordance with Section 903.3.1.1. 1017.3 Measurement. Exit access travel distance shall be measured from the most remote point within a story along the natural and unobstructed path of horizontal and vertical egress travel to the entrance to an exit. Exception: In open parking garages, exit access travel dis- tance is permitted to be measured to the closest user of an exit access stairway or the closest slope of an exit. access ramp. 10173.1 Exit access stairways and ramps. Travel'dis- tance on exit access stairways or ramps shall be included in the exit access travel distance measuremeit TheThea- surement along stairways shall be made on a plane parallel and tangent to the stair tread nosings in the center of the stair and landings: The measurement along ramps shall be made on the walking surface in the center of the ramp and landings. - - 'SECTION 1018 AISLES * 1018.1 General. Aisles and aisle accessways serving as a portion-of the exit access in the means of egress system:shall comply with the requirements of this section. Aisles or aisle accessways shall-be provided from all occupied portions of the exit access that contain seats,-tables, furnish ing,'displays: TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE OCCUPANCY 'WITHOUT SPRINKLER SYSTEM (feet) WITH SPRINKLER SYSTEM Not Permitted 2i Il 200 F-2, S-2, U 300 4000 H-I Not Permitted H-2 Not Permitted 100d H-3 Not Permitted 150 H-4 Not Permitted 175d H-S Not Permitted 200' 1-2, 1-2.1, 1-3' 1-4 Not Permitted 2000 L Not Permitted 2001 For SI: 1 foot = 304.8 mm. See the following Sections for modifications to exit access travel distance requirements: Section 402.8: For the distance limitation in malls. Section 404.9: For the distance limitation through an atrium space. Section 407.4: For the distance limitation in Group 1-2 or 1-2.1. Section 408.3.10: For increased limitation in Group 1-3 Sections 408.6.1 and 408.8.1: For the distance limitations in Group 1-3. Section 411.4: For the distance limitation in special amusement buildings. Section 412.7: For the distance limitations in aircraft manufacturing facilities. Section 1017.2.2: For increased limitation in Groups F-I and S-I. Section 1006.2.2.2: For the distance limitation in refrigeration machinery rooms. Section 1006.2.2.3: For the distance limitation in refrigerated rooms and spaces. Section 1006.3.2: For buildings with one exit. Section 1017.2.2: For increased distance limitation in Groups F-I and S-I. I Section 1029.7: For increased limitation in assembly seating. Section 3103.4: For temporary structures. Section 3104.9: For pedestrian walkways. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2. See Section 903 for occupancies where automatic sprinkler systems are permitted in accordance with Section 903.3.1.2. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. Group H occupancies equipped throughout with an automatic sprinkler system in accordance with Section 903.2.5.1. Group R-3 and R-4 buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.3. See Section 903.2.8 for occupancies where automatic sprinkler systems are permitted in accordance with Section 903.3.1.3. f Not permitted in nonsprinklered Group 1-3 occupancies. and similar fixtures or equipment. The minimum width or required capacity of aisles shall be unobstructed. Exception: Encroachments complying with Section 1005.7. 1018.2 Aisles in assembly spaces. Aisles and aisle access- ways serving a room or space used for assembly purposes shall comply with Section 1029. IDS.-4-AcJ In addition to the requirements of this section, means of egress, which provide access to, or egress from, 392... . .•:, 2016 CALIFORNIA BUILDING CODE I • . Copyright © 2016CA BSc.- ALL RIGHTS RESERVED. Accuosed by Ellie Klousbntck*seron Dec 19. 2016 6:50:30 AM por100rrt to License Agreement with CA BSC. No further A I • reproductionordistribtrtiónouthorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. I MEANS OF EGRESS means of egress doors opening directly to'the..exte- areas where there will not be stretcher or bed movement I nor. Exterior doors specified in this exception are for access to care or as part of the defend-in-place strategy required to be at ground level.10203 Obstruction The minimum width or required capac 2 A fire resistance rating is not required for corridors ity of corridors shall be unobstructed I contained within a dwelling unit or sleeping unit in Exception Encroachments complying with Section - , an occupancy in Group R. 1005.7. 3 A fire resistance rating is not required for corridors 1 in open parking garages. TABLE 1020.2 MINIMUM CORRIDOR WIDTH I 4 A fire resistance rating is not required for corridors in an occupancy in Group B that is a space requiring only a single means of egress complying with Sec- tion 1006.2. 5• corridors adjacent tothe exterior walls.of buildings shall 'be ,permitted to have unprotected openings on I . - unrated exterior walls where unrated walls are per- mitted by Table 602 and unprotected openings are . permitted by Table 705.8. - 6. A fire-resistance rating is not 'requiredfor corridors I . >within, suites in a Group 1-2 or 1-2.1 constructed in 1 1 accordance with Section 407.4.4.5 or 407.4.4.6. : . TABLE 1020.1 CORRIDOR FIRE RESISTANCE RATING OCCUPANCY OCCUPANT LOAD SERVED BY CORRIDOR REQUIRED FIRE-RESISTANCE RATING (hours) Without sprinkler system With sprinkler systeme H- 1, H-2, H-3 - All Not Permitted .I. 1-14, H-5, L Greater than 30 Not Permitted ,. I A, B, F, M, S, U Greater than 30 1 1 0' ,R-/, R-2, R-3, R 3 1 R 4 . . Greater than 10 1 1 1_20, 1-2.1,14 Greater than 6. Not Permitted H 1-3, R-2.1 Greater than 6 Not Permitted; H. 1k E .1 G . reater than 10 1 1 OCCUPANCY MINIMUM WIDTH Any facilities not listed below 44 Access to and utilization of mechanical, 24 plumbing or electrical systems or equipment With a required occupancy capacity less than 50 36 Within a dwelling unit 36 In Group E with a corridor having a required 72 capacity of 100 or more In corridors and areas serving stretcher traffic 72 in ambulatory care facilities Group 1-2 in areas where required for bed 96 movement Corridors in Group 1-2 and 1-3 occupancies serving any area caring for one or more 96 nonambulatory persons. For SI: 1 inch = 25.4 mm. 10204 D ead &nds \\ her 111111.. thin one i.\11 01 LI_It il.Ll.i.s doonLav Is rel(uirod, the exit ,icci.s h:ii L:rrand such th it there are tic) dead ends in oriidors fli Ii. th ii 20 feet (44 11110) iii It rith [Txccp(ioiis: I. In occupancies in Group 1-3 of Condition 2, 3 or 4, the dead end in a corridor shall not exceed 50 feet (1524 '• 0 .. mm) - - -...------..'-..--.•---.• ...--. . 2 hi 0.1_tip mi_i_i. iii (riupi. H 4 I \i 111-1 P - 2 2 1, 4-4. S iiid 4'. '.i. hore the huiIdln2 Is iped a For, requirements for occupancies in Group 1 2 and 121 see Sections hi u...hul ith rn tUti luau.. i.priuikltu I Skill Iii 4072 and 4073 kI_oud 111.0 \Lth Stuioii 4) 1 1 (hi. LI1LII1 ol tiit b For a reduction in the fire resistance rating for occupancies in Group 1-`3, di. i.i iii 0[1I 1115 1111 it(,( i.i. d s I '7-240 see Sections 408 1 2 and 408 8 c Buildings equipped throughout with an automatic sprinkler system in 1 accordance with Section 903 3 1 1 or 903.3.1.2 where allowed 3 A dead end corridor shall not be limited in length I d Group R 3 and R-4 buildings equipped throughout with an automatic where the length of the dead-end corridor is less sprinkler system in accordance with Section 903.3.1.3.See Section 903.2.8 for occupancies where automatic sprinkler system mut Ins are permuted than than 2 5 times the least width of the dead-end con i- I in accordance with Section 903 3 1 3 e. [SFM] See Section 1029. , ,. . '. uOr. 1020.5 Air movement in corridors. Corridors shall not . '102012 Width and capacity. The required capacity of-corn- serve as supply, return, exhaust, relief or ventilation air ducts. dors sha!!:be determined as 'Specified in Section, 1005.l, but Exceptions: the minimum width shall be not less than that specified in I Use of a corridor as a source of makeup air for I Table 1020.2.exhaust systems in rooms that open directly onto Exception In Group 1-2 occupancies corridors are not such corridors including toilet rooms bathrooms required to have a clear width of 96 inches (2438 mm) in dressing rooms and janitor closets shall be permit < I ted provided that each such corridor is directly sup I I U ' .394 - . . . ,, " . . .1... 2016 CALIFORNIA BUILDING CODE, I U - 1 Copyright 02016 CA BSC. ALL RIGHTS RESERVED Accessed by Ellie Klausbruckner on Dec 19,201665430 AM pursuant t License Agreement w th CA BSC No further III I i K • reproduction or distribution oulhorizcd: ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT AND SUBJECTTO CIVIL AND CRIMINAL PENALTIES THEREUNDER. .. .• -.i._ I GENERAL BUILDING HEIGHTS AND AREAS, TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) - S =Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3:1.1. = Buildinas not equipped throughout with an automatic sprinkler system r rn n installed in accordance with Section 903.3.1.1. NP Not permitted. a See Section 420. . . . b. The required separation from areas used only for private or pleasure vehicles shall be reduced by I hour but to not less than 1 hour. C. See Section 406.3.4. Separation isnot required between occupancies of the same classification. [SEM] Group land Fl occupancies and Group R-2. / and F-I occupancies shall have a 3 hour separation. f [SFM] Contmercial kitchens not associated with cafeterias and similar dining facilities in Group 1-2 and Group R-2.1 shall have a 2-hour separation and I I . shall be protected by an aulon,atic sprinkler system. 1 I .508.4.3 Allowable height. Each separated :occupancy tions associated with a given occupancy that generally pose a shall comply with the building height limitations based on greater level of risk to that occupancy and are limited to those- uses listed in Table 509. . the type of construction of the building in accordance with Section 503.1. . Exception: Incidental uses within and serving a dwelling Exception: Special provisions permitted by Section unit are not required to comply with this section. 509.2 Occupancy classification. Incidental uses shaft notbè °510,shall permit occupancies at building heights other -. - • than provided in Section 503.1. • . individually classified in accordance with Section 302.1. - 508.4.4 Separation. Individual occupancies shall be sepa- Incidental uses shall be included in the building occupancies rated from adjacent 6ccupancies in accordance with Table within which they are located. 508.4. • 509.3 Area limitations. The aggregate floor area of inciden- tal uses shall not occupy more than 10 percent of the building fire barriers constructed in accordance with Section 707 area of the story in which they are located. or horizontal assemblies constructed in accordance 509.4 Separation and protection. The incidental uses listed I .. with Section 711, or both, so as to completely separate in Table 509 shall be separated from the remainder of the- adjacent oc&upancies. . building or equipped with an automatic sprinkler system, or both, in accordance with the provisions of that table. SECTION 509 .' 509.4.1 Separation. Where Table 509 specifies a fire- 'INCIDENTAL USES resistance-rated separation, the incidental uses shall be 509.1 General Incidental uses located within single occu- separated from the remainder of the building by a fire bar- rier constructed in accordance with Section 707 or a hori- pancy or mixed occupancy buildings shall comply, with the provisions of this section. Incidental uses are ancillary func- zontal assembly constructed in accordance with Section 2016 CALIFORNIA BUILDING CODE . 187 I Copyright © 2016 CA BSC.. ALL RIGHTS RESERVED. uEr ii 1JJ L I Accessed by Ellie Klaosbrssckuer on Dee 19,2016 6:54:30 AM pursuant to License Agreement with CA BSC. No briber reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION Is A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. EMEMMIN NEEME uuII..IulmuuIINuI:I.uhI: I I I-H 1 -F 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: areai Multiple high-piled storage areas shall be in accordance with Sec- tion 3206.3.2.1 or 3206.3.2.2. 21 ,rg1emea. fhr ii_ ft (1 all hiji pift. I br i_L ir i \\Ithin i huildiu IiiII 11C iiLd br tho application of ToNIc 3tt6.2 uulc ucIi areas arc rpw itd br in ih ntlirr h\ hour 1-irc Lou tiurtLd in irdJiiu. \Lilli Sccnoii "tI' Li ftc u/i/ut u a / iiii liii i I ()pc ii ri,u u LW. Ii lii N ui rs ch II be pioiccted h' opeuinu. ilcetivec 1iavu60 i. -hour tue pleftetu iiI'MR11 L 3206.3.2.2 Multiclass high-piled storage areas. High- piled storage areas classified as Class I through IV not separated from high-piled storage 'areas classified as high hazard shall utilize the aggregate of all high-piled storage areas as' high hazard for the purposes of the application of Table 3206.2. To be considered as sepa- rated, 1-hour fire barriers shall be constructed in accor- dance with Section 707 of the California Building Code. Openings in such fire barriers shall be protected by opening protectives having a 1-hour fire protection -rating. 3206.6.1.1 Number of doors required. Not less than one access door shall be provided in each 100 linear feet (30 480 mm), or fraction thereof, of the exterior walls that face required fire apparatus access roads. The required access doors shall be distributed such that the lineal distance between adjacent access doors does not exceed 100 feet (30 480 mm). Exception: The linear distance between adjacent access doors is allowed to exceed 100 feet (30 480 MITI) in existing buildings where no change in occu- pancy is proposed. The number and distribution-of - access doors in existing buildings shall be approved. 3206.6.1.2 Door size and type. -Access doors shall be not less than 3 feet (914 mm) in width and 6 feet 8 - inches (2032 mm) in height. Roll-up doors shall not be used unless approved. 3206.6.1.3 Locking -devices. Only approved locking devices shall be used. 3206.7 Smoke and heat removal. Where smoke and heat removal is required by Table 3206.2 it shall be provided in accordance with Section 910. 3206.8 Fire department hose connections. Where exit pas- sageways are required by the California Building Code for egress, a Class I standpipe system shall be provided in accor- dance with Section 905: HIGH-PILED COMBUSTIBLE STORAGE Exception:'-As provided for in Section 3204.2. 3206.4 Automatic sprinklers. Automatic sprinkler systems shall be provided in accordance with Sections 3207, 3208 and 3209. 3206.4.1 -Pallets. Automatic sprinkler system require- ments -based upon the presence of pallets shall be in accor- dance with NFPA 13. 3206.4.1.1 Plastic pallets. Plastic pallets listed and labeled in accordance with UL 2335 or FM 4996 shall -be treated as 'ood pallets for determining required sprinkler. protection. 3206.5 -Fire detetion. Where fire detection is required by Table 3206.2, an approved automatic fire detection system shall be installed throughout the high-piled, storage area. The system shall be monitored and be in accordance with Section 907 3206.6 -Building' access. Where building access is required .by.Tabl 3206.2, fire apparatus access roads in accordance With Section 503 shallbe provided within 150 feet (45 720 mm) of all portions of the exterior walls of-buildings used for high-piled storage. ' "p Exception: Where fire apparatus access roads-cannot be installed because of.-topography, railways, waterways, -nonnegotiable grades or other similar conditions, the fire code official is authorized to require additional fire protec- tion. 3206.6.1 Access doors. Where building access is required by Table 3206.2, fire department access -doors shall be provided in accordance with this section. Access doors shall be accessible without the use of ladder.. 3206.9 Aisles. Aisles providing access to exits and -fire department access doors shall be provided in high-piled stor- age areas exceeding 500 square feet (46 m2), in accordance with Sections 3206.9.1 through 3206.9.3. Aisles separating storage piles or racks shall comply with NFPA 13. Aisles shall also comply with Chapter 10. - Exception: Where aisles are precluded by rack. storage systems, alternate methods of access and protection are allowed when approved. 3206.9.1 Width. Aisle width shall be in accordance with Sections 3206.9.1.1 and 3206.9.1.2. Exceptions: Aisles crossing rack structures or storage piles, that are used only for employee access, shall be not less than 24 inches (610 mm) wide. - Aisles separating shelves classified as shelf stor- age shall be not less than 30 inches (762 mm) wide. 3206.9.1.1 Sprinklered buildings. Aisles in sprin- klered buildings shall be not less than 44 inches (I 118 mm) wide. Aisles shall be not less than 96 inches (2438 mm) wide in high-piled storage areas exceeding 2,500 square feet (232 m2) in area, that are accessible to the public and designated to contain high-hazard commodi- ties. , Exception: Aisles in high-piled storage areas exceeding 2,500 square feet (232 m2) in area, that are accessible to the public and designated to' con- tam high-hazard commodities, are protected by a sprinkler system designed for multiple-row racks of 2016 CALIFORNIA FIRE CODE -' 375 - - - Copyright 0 2016 CA RSC. ALL RIGHTS RESERVED. Accessed by Ellie Klaotbruckocr on Dec 19,20166:5't:30 AM pursuant to License Agreement with CA BSC. No Itsrther. A - -reproductionordisiribution - authorizcd.'ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE - - - * LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER,