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2730 GATEWAY RD; ; CB132477; Permit
11-04-2013 City of Carlsbad 1635 Faraday Av Carisbad, CA 92008 Commercial/Industrial Permit Permit No: CB132477 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No; Valuation: Occupancy Group: Project Title: 2730 GATEWAY RD CBAD Tl Sub Type: INDUST 0000000000 Lot #: 0 $23,000.00 Construction Type: NEW Reference # PIZZA PORT: STORAGE RACKS Status: Applied: Entered By: Plan Approved: Issued: Inspect Area Plan Ctieck #: ISSUED 10/09/2013 JMA 11/04/2013 11/04/2013 Applicant: CROWN LIFT TRUCKS Owner: 12725 STOWE DR POWAY CA 92064 619-696-6747 Building Permit $254.27 Meter Size Add'l Building Permit Fee $0.00 Add'l Red. Water Con. Fee $0.00 Plan Check $177.99 Meter Fee $0.00 Add'l Building Permit Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $4.83 PFF (3105540) $0.00 Park Fee $0.00 PFF (4305540) $0.00 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $0.00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $0.00 Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $0.00 other Building Fee $0.00 MECHANICAL TOTAL $0.00 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $0.00 Add'l Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (SB1473) Fee $1.00 HMP Fee ?? Fire Expedidted Plan Review $250.00 Green Bldg Standards Plan Chk ?? TOTAL PERMIT FEES $688.09 Total Fees; $688.09 Total Payments To Date: $688.09 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: Clearance; NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Govemment Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has oreviouslv othenwlse expired. CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: building@carlsbadca.gov www.carlsbadca.gov Plan Check No. Est. Value ^2S, 0^ Plan Ck. Deposit Date SWPP JOB ADDRESS LOT# 7 PHASE # SUITE#/SPACE#/UNIT# CT/PROJECT# # OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE OCC. GROUP DESCRIPTION OF WORK: Include Square Feet of >«ffected Area(s) EXISTING USE APPUCANTNSM^Prima^onte^^ PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE YESO #_ NOD AIR CONDITIONING YES • NO • FIRE SPRINKLERS YES • NO • APPLICANT NAME (Secondaiy Contact) ADDRESS Sii^uxe /Or ADDRESS CITY fc STATI CITY STATE ZIP PHONE PHONE FAX EMAIL EMAIL PROPERTY OWNER NAIVIE CONTRACTOR BUS. NAME ADDRESS ~ SfATE ^ , ADDRESS STATE ^ ZfP CITY Ce, ZIP CITY PHONE FAX PHONE FAX EMAIL EMAIL ARCH/DESIGNER NAME & ADDRESS , STATE LIC. # ec. 7031.5 Business and Profession! Code: Any City or County which requires a pe STATE UC.# ^ CLASS- ( CITY BUS. LIC.# _^ (Sec. 7()31.5Buslness and Professions Cod^ Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, /rior to Its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuantto the provisions ofthe Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 ofthe Business and Professions Code) or that he Is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). Workers' Compensation Declaration: / hereby affirm under penalty of perjury one ofthe following declarations: n I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the perforrrance of the work for wtiich this permit is issued. I have and will maintain workers' compensation, as required by Section 3700 of Ihe Labor Code, for the performance of the work for which this permil is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. l^lfHj'^. 2^i.tr."<iK Policy No. iOC '^'-/'fJO^ Expiration Date / ^// ^ This section need not be completed if the permit is for one hundred dollars ($100) or less. n Certificate of Exemption: I certify that In the performance of the work for which this permit Is Issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shali subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, dapujies^as^ro^^ for in Se^on 3706 of the La^r code, interest and attorney's fees. IS^ CONTRACTOR SIGNATURE s fees. 1 / ;!^GENT DATE //yt//3 OWNER-BUILDER DECL. I hereby affirm fhaf / am exempt from Contractor's License Law for (he following reason: • I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or Improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale), • I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec, 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or Improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law), n I am exempt under Section Business and Professions Code for this reason: 1,1 personally plan to provide the major labor and materials for conslruction ot the proposed property improvement. • Yes • No 2,1 (have / have not) signed an application for a building permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): 4,1 plan to provide portions of the work, but I have hired the following person lo coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): 5,1 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): ^1 PROPERTY OWNER SIGNATURE •AGENT DATE HIS SECTIOM FOR N O N - R E S I O E N T 1 A L BUILDING PERMITS <kNLY Is the applicant or future building occupant required to submit a business plas. acutely hazardous materials registration form or risk management and prevention program under Sections 25606,26633 or 26634 of the Presley-Tanner Hazardous Substance Account Act? nYes ^3^0 Is the applicant or future building occupant required to obtain a permil from the air pollulion control districl or air quality management districl? • Yes W3lo Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? • Yes SPNO 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. CONSTRUCTION LENDING AGENCY 1 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 Af P LICANT CERTIFICAT ION Lender's Address I certif that I have read the application and state that theabovelnfbnriatlon is conect and that the Infbirriation on ttie plans Is accurate. I agree to complywith all Q I hereby authorize representative of the City of Caiisbad to enter upon the above mentioned properly for inspection purposes. 1 ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT, OSHA: An OSHA permit is required for excavations over 5'0' deep and demditkxi or constmctKin of stmctures over 3 stories in height EXPIRATION: Every permit issued by Ihe BuiWing Offkiial under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such pennit is not commenced within 180 days from the date of such peimit or if the buikJing authoi^tPby such^^nrjiLis suspended or abandoned at any time after the work is commenced fbr a period of 180 days (Section 106.4.4 Unifomi Building Code). APPLICANT'S SIGNATURI DATE Inspection List Permit*: CB132477 Type: Tl INDUST PIZZA PORT: STORAGE RACKS Date Inspection Item Inspector Act Comments 06/09/2014 19 Final Structural -Rl PIZZA PORT STORAGE RACK 10-12 PLEASE 06/09/2014 19 Final Structural MC Fl 06/03/2014 19 Final Structural -Rl PIZZA PORT STORAGE RACK FINAL 06/03/2014 19 Final Structural MC PA WAITING FOR EOR 11/20/2013 14 Frame/Steel/Bolting/Weldin MC AP 11/20/2013 19 Final Structural MC CO NEED REVISED BRACING PLAN Tuesday, June 10, 2014 Page 1 of 1 ^^t. INSPECTION RECORD BI INSPECTION RECORD CARD WITH APPROVJED PLANS MUST BE KEPT ON THE JOB m CALL BEFORE 3:30 pwi FOR NEXT WORK DAY INSPECTION m FOR BUILDING INSPECTION CALL: 760-602-27Z5 OR GO TO: www.Cari»lMwica.gov/BMfl«iiinig AND CLICK ON "Reifuest InspfKtlon" OATE:/A/M/^ •iP.thlG IN A QOi-CARD TO: 163.5 f A'^< t CB132477 2730 GATEWAY RD PIZZA PORT: STORAGE RACKS Ti INDUST Lot#: CROWN LIFT TRUCKS RECORD COPY •>mon TO RCQUeSTiWG A FINAL BMIIDING IflSPECTlON. S AT THt= PHONE NUMBhft"; PROVIDcl' BKuOW, Al-r"r< 30, EMAIL T€> Bl.r.iGlf4rPrc110f.}5'iCAf?L,StiAn'CA, GOV <-'..B,AO. CA 92008 DuiLDii-iiS 1'-^.IPE.-TOHS CAr.t OE V or VOUFi If'iSPCCTION, NO YES Required Prior to Requesting Building Final if Checiied YES Date inspector Net«i Planning/Landscape 760-9444463 Allow 48 hours CM&I (Engineering Inspections! 760438-389! Can t>efbre 2 pm Fire Prevention 760-602-4660 Allow 48 hours Type of Inspection Date Inspector Date Inspector #11 FOUNDATION ' #31 •ELECIRtC UNDERGROUND •UFER #12 REINFORCED STEEL #34 ROUGH ELECTRIC #66 MASONRY PRE GROUT #33 • ELECTRIC SERVICE •TEMPORARY • GROUT • WALL DRAINS #35 PHOTOVOLTAIC #10 TILT PANELS #39 nWAL #11 POUR STRIPS #11 COLUMN FOOTINOS #41 UNDERGROUND DUCTS & PIPING #14 SUBFRAME • FLOOR •CEIUNG #44 • DUCT & PLENUM • REF. PIPING #1S ROOFSHEAININfi #43 HEATTAIR COND. SYSTEMS #13 EXT. SHEAR PANEU #49 FINAL #16 INSULATION #1S EnERIORUTH #81 UNDERGROUND (11,U,2U1) #17 INTERIOR UTH & DRYWALL #82 DRyWALL,EXrUTH,GASTES(17,lS.23) #51 POOLEXCA/SIEEL/BOND/FENCE #83 ROOF SHEATING, EXT SHEAR (13,1S) #55 PREKASfER/FINAL #84 FRAME ROUGH COMBO (14,24,34,44) *19 FINAL #85 T'Bar (14,24,34,44) EBHIIBSQSSHBHII Date Inspector #89 FlllUL0CCUPANGYil9,29.39,49) #22 DSEWBtABl/CO DPL^CO Date inspector #21 UNDERGROUND OWASTEQ WTR #24 TOP OUT • WASTE aWTR A/S UNDBIGROUND VISUAL #27 TUBA SHOWER PAN A/S UNDERGROUND HYDRO #23 • GAS TEST • GAS PIPING A/S UNDERGROUND FLUSH #25 WATER HEATER A/S OVERHEAD VISUAL #28 SOLM WATER A/S OVERHEAD HYDROSTATIC #29 FINAL A/S FINAL F/A ROUGH-IN #600 PRE-CONSTRUCTION MEEHNG F/AHNAL #603 FOUOW UP INSPECTION FKED EXnNGUISHINGS^TEM ROUGH-IN #605 NOTICE TO CLEAN nXED EXnNG SYSTEM HYDROSTATIC TEST #607 WtniEN WARNING nXEO EXTINGUISHING SYSTEM FINAL #609 NOTICE OF VIOLATION MEDICAL GASPRESSURETEST #610 VERBALWARNING MEDICAL OAS FINAL SEE BACK FOR SPECIAL NOTES ^^tructural "Engineering GRAIN TO GREEN C/O PIZZA PORT 2730 GATEWAY RD. CARLSBAD.CA. 92008 Date: NOVEMBER 19TH, 2013 RB: BRACING Mr. Latidy, Per our discussion please note we have reviewed the frame members and have determined that the manufacturer has changed their bracing pattems slightly. This change in no way compromises the integrity of the racking sj'stem in question. Please accept this letter as om* approval of tlie modification and feel flree to call with any questions you may have regiirding this matter. Respectfiill; Bob Sharifi Structural Concepts Engineering, Inc MOV 1 Q 20IJ 1200 N. JefFereon St, Ste F Aiohelm, CA 92&07 Te!: m.e32.733C» Fox: m.e32.7763 e-mall: moll@scelnc.net Product Update: Bolted Selective I^i.../ies Page 1 of 3 Subscribe \ Sharon I Past issues j Trans Pioduc< Updato: BolUd SeleclWo Framot August 1,2013 As a market leader, we at Interlake Mecalux pride ourselves on bringing you the best, most up-to-date products. For this reason, we are excited to be among the flrst to offer a product line adberlnji to the most recent RMI specMcatlons. With amendments to our iioKed aeteotive frame, we olfer many benefits, inctudfng: • Updated capacity charts for static toads that meet the 2008 RMi specificattons. • Revised brai^ng patterns, standardizing the bracing for seismic and non-seismic designs, • Addition of 18 digit codes for easier part acknowledgment. < Updated names for alrea<ty existing column profiies make Identifying the modeis easlen 3B77,3BeO, 3B82,4B101 and 6B122. • TWO new coiumn profiles: 3B81 and 4B102. Effective today, August 1,2013, orders for bolted selective frames wilt be processed with the new design. We wlli be transitioning ali other bolted products to the nm frame design over thie. The welded selective frame product line vAW renoain unchanged. Please contact your Account Executive or Distributor Engineering In Melrose Park at (866) 632-2689 with any questions. Thank you for your buslnessi Intertake Mecalux, inc. http://usl.campaign-aicliive2.com/?u=3267a6f0606022aa9a6421724&id=5f6dl2a4b0&e=2... 8/6/2013 Product Update: Bolted Selective i aes Page 2 of3 Subscribe Share Past l88 'iyF);)ll(udnb^^i:$J(^^^^ • •.Fb{t{l)dl^a1$liuli3i.lG^'>paiitti • .^•flonWiMimti's^Ml '*;iis(toiiK<Wj|iliiit^t6^ .6 V j- A* 1 Y"*" i M J 1. .-l . , L iVst •Un \ m: ^: i •im. -m I L. J •A. '.•ft- .B X... v,S mi- if.- 9";!!ix: .xs pii^iiiiiii! ' w pji^r^ ;^ • . ^j^ff^ ,-,5,^. .^^^gjj \m f^m !ft.«». iWiW^ y>m <»M Copyright ® 20i3 Merfake Meoalux, M rfghts reserved. Trans http://«8l.campRign-archive2.cot»i/?u»3267a6f0606022aa9a6421724&id=5f6dl2a4b0&e=<2,.. 8/6/2013 Structural Concepts Engineering GRAIN TO GREEN C/O PIZZA PORT 2730 GATEWAY RD CARLSBAD, CA 92008 Date: November 19, 2013 Re: Bracing Mr. Landy, Per our discussion please note we have reviewed the frame members and have determined that the manufacturer has changed their bracing patterns slightly on one of the configurations (Type D ). This change in no way compromises the integrity of the racking system in question. In addition, please note that the use of Titen HD Anchors at all base locations are also ok for installation. Please accept this letter as our approval of the modification and feel free to call with any questions you may have regarding this matter. Respectfully, Bob Sharifi StructuraLCJoncepts NOV 2 0 2^3 1200 N Jelfcrson St. Suite F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 E-mail: mai%sceinc.net BDJ Consulting, Inc. A Califomia Corporation 6SSI Warner Ave,#l04 Huntington Beach, CA 92647 Cell (714)863-9180 Pager (949)227-8668$ Fax (877) 764-3939 F • CONSULTING, INC. Observation Report and Observation Agreement Architect Material Desi Observei<^ Engineer Contractor 0ue Samples: uantity= Subcontractor Description of Work Observed: DATE: // / 3 r/1 \/^/Tb^. nl /i^/<? /^<r a>^*-( cyg^v-/\ tf>r^^f?-t ^rt-^ By this signature on the this Observation Report. I acknowledge that BDJ Consulting, Inc. performed the above observation. Approved by: Project SuperintendeiTt - Foreman - Other Certification of Compliance Ws haieby csitif/ that, at the time of this observsUan, we have observed all of the above reported work, unless olheiwlse noted. To the best of our knowledge end beTef, we have found tHs wori< to comply wRh the efipnived plans, specifications, and applicable sectiDn{^ of the Unlfbirn Bulding Code, as api^fcable to the locaTit}' where this project Is k>cated. This report cannot be constmed to be a recomrnendaHon of work ot eny nature to be perfonned. The performance of our ofasenfatton servlcas Is subject to the ternis and conditions as described cn ths reverse skle of this Obseniedon Repott The Owner or a successor In Interest shall hold hannless BDJ Consulting, Inc ftom any and all legal proceedings of any nature whatsoever, Siat Is related to thgijbSBaatlfiO services provld^ SIgnati leglstered Observer Specially No. Agency WHITE-OFHCE COPY, CANARY-J^CCOUNTINS COPY, PINK-OBSERVERS COPY, BOTTOH^ WHrfE-JOBSFTE COPY ^3tructurc}l ^Engineering GRAIN TO GREEN C/O PIZZA PORT 2730 GATEWAY RD. CARLSBAD, CA. 92008 Date: NOVEMBER 19TH, 2013 RE: BRACING Mr. Landy, Per our discussion please note we have reviewed the frame members and have determined that the manufacturer has changed their bracing pattems slightly. This change in no way compromises the integrity of the racking system in question. Please accept this letter as our approval ofthe modification and feel free to call with any questions you may have regarding this matter. Respectfiilly, Bob Sharifi Stmctural Concepts Engineering, Inc MOV 1 9 2 1200 N. Jefferson St, Ste F Anaheim, CA 92307 Tel: 714-.iS32.7330 Fax: 714.632.77(53 e-mail: mall@scelnc.net Product Update: Bohed Selective Frames Page 1 of 3 Subscribe Share ^ ; Past issues Trans Product Update; Bolted Selective Frames August 1,2013 As a market leader, we at Interialte Mecalux pride ourselves on bringing you the best, most up-to-date products. For this reason, we are excited to be among the first to offer a product line adhering to the most recent RMI specifications. With amendments to our bolted selective frame, we offer many benefits, including: • Updated capacity charts for static loads that meet the 2008 RM\ specifications. • Revised bracing patterns, standardizing the bracing for seismic and non-seismic designs. • Addition of 18 digit codes for easier part aclmowiedgmeni • Updated names for already existing coiumn profiles make identifying the models easier. 3B77, 3B80,3B82,48101 and 5B122, • Two new column profiles: 3B81 and 4B102. Effective today, August 1,2013, orders for bolted selective frames will be processed with the new design. We will be transitioning all other bolted products to the new frame design over time. The welded selective frame product line will remain unchanged. Please contact your Account Executive or Distributor Engineering in Melrose Park at (866) 632-2589 with any questions. Thank you for your business! Interlake Mecalux, Inc. http://usl.campaign-archive2.com/?u=3267a6«)606022aa9a6421724&id=5f6dl2a4b0&e=2... 8/6/2013 Product Update: Bolted Selective Frames Page 2 of 3 Subscribe Share ^ Past Iss MJ(ip9d!3jari3lilfiiitatJ'>^.j^^^ ;#(amlsa|srisiiia'<fl to • upfa slittls sf»:6l apart »Flist (4)dla90(dl siiuls3t 16' p^st: • 8Dn-)in5((iBS4'4i>Mt *FI<Stll0lfKflt}li)IUt.3i8' Trans ,- A.. • v. y>....... A. •i ^ % -i ; B S J .i i i i ,}BJ7 i i i ,}BJ7 m\ <ism Upil^tKlr)|l;t A<ltt4 Hm ns )>;« )•»: mi>m 3|r 3«fS . im r an m. «» • • ir,m ! M,<» U.156 1 l?.?J3 i.jjiise 3t.S56 11' .WA:* ^ • !^«« ;J);1» i>.3>!0 M' j;BK> • i.m i u..{<:4 ••iifioa • H.K« («' JtJSS 4.R>5 ;S^M : \}m im-: i6(<j<ti;«s:irti»l^ WMi li(S)ts ik^^ Copyright © 2013 Interiake Mecalux, fiJt rights reserved. .«P.8Hb.SCr.l{j.e.ICftm.t}i.i8..i.i?.t I fcryXfti:d.t.O,.!3i..fj[iftO.<l | .«p.Me .subscription fii:g.f9iej3s.e§. http://usl.campaign-archive2.com/?u=3267a6f0606022aa9a6421724&id=5f6dl2a4b0&e=2... 8/6/2013 EsGil Corporation In Partnership witR government for BuiCdtng Safety DATE: 11/1/2013 • APPLICANT .aTjURIS. JURISDICTION: City of Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 13-2477 SET: II PROJECT ADDRESS: 2730 Gateway Road PROJECT NAME: Storage Racks for Pizza Port The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. r~| The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I 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. I I EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Fax #: Mall Teleplione Fax In Person • REMARKS: By: David Yao Enclosures: EsGil Corporation • GA • EJ • MB • PC 10/28 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In (Partners Hip -with government for (Building Safety DATE: 10/21/2013 • APPLICANT • JURIS. JURISDICTION: City of Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 13-2477 SET: I PROJECT ADDRESS: 2730 Gateway Road PROJECT NAME: Storage Racks for Pizza Port I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. XI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. XI The applicant's copy of the check list has been sent to: Monte Landy I I EsGil Corporation staff did not advise the applicant that the plan check has been completed. 1X1 EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Monte Landy Telephone #: 619-218-9579 Date contacted: iof 2-1> (by: t^v, ) Email: monte.landy@crown.com Fax #: 6 Mail Telepiione Fax In Person • REMARKS: By: David Yao Enclosures: EsGil Corporation • GA • EJ • MB • PC 10/14 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 City ofCarlsbad 13-2477 10/21/2013 GENERAL PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PLAN CHECK NO.: 13-2477 PROJECT ADDRESS: 2730 Gateway Road DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL CORPORATION: 10/14 10/21/2013 REVIEWED BY: David Yao FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. • To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? • Yes • No City OfCarlsbad 13-2477 10/21/2013 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. Provide a rack layout plan showing the location of all racks. (The storage rack layout shows B and D only. Where is A and C?) 2. Dimension all diagonal and horizontal brace locations on the plans. (Sheet E-1 does not dimension the location of horizontal and diagonal brace.) 3. Obtain Fire Department approval. 4. Page 14 of the calculation shows the second bay next to the brace is 48" wide. Sheet E- 1 shows 42". Still adequate? 5. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. City of Carlsbad 13-2477 10/21/2013 ^DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 13-2477 PREPARED BY: David Yao DATE: 10/21/2013 BUILDING ADDRESS: 2730 Gateway Road BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) racks per city 23,000 Air Conditioning Fire Sprinklers TOTAL VALUE 23,000 Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance • j Plan Check Fee by Ordinance • ] Type of Review: El Complete Review $254.27 $165.28 • Structural Only r~l Repetitive Fee Repeats • Other j—j Hourly EsGil Fee Hr. @ * $142.39 Comments: Sheet 1 of 1 macvalue.doc + CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-29 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.eov DATE: 10/10/13 PROJECT NAIVIE: INTERIOR STORAGE RACKS PROJECT ID: PLAN CHECK NO: CB132477 SET#: ADDRESS: 2730 GATEWAY RD APN: ^ This plan check review is complete and has been APPROVED by the PLANNING Division. By: GINA RUIZ A Final Inspection by the PLANNING Division is required • Yes ^ No You may also have corrections from one or more ofthe divisions Usted below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. Q This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to: IVIONTE.LANDY@CROWN.COIVI For questions or clarifications on tlie attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov 1 1 Kathleen Lawrence 760-602-2741 Kathieen.Lawrence@carisbadca.gov Greg Ryan 760-602-4663 GreiSory.Rvan@carlsbadca.fiov j 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.fiov Cindy Wong 760-602-4662 Cvnthia.Wonfi@carlsbadca.fiov • • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.fiov Remarks: STATES ON THE PLANS THAT THE RACKS ARE TO BE INSIDE OF THE EXISTING BUILDING ^ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL BLDG. DEPT CO?^ Community & Economic Development Department 1635 Faraday Avenue Carisbad CA 92008 www.carlsbadca.gov DATE: 10/25/2013 PLAN CHECK NO: 2 SET#: 1 PROJECT NAIVIE: PIZZA PORT ADDRESS: 2730 GATEWAY RD PROJECT ID: CB132477 APN: 213-263-27 m • This plan check review is complete and has been APPROVED by the FIRE Division. By: GR A Final Inspection by the FIRE Division Is required |^ Yes • No This plan check review Is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: CROWN LIFT TRUCKS You may also have corrections from one or more of the divisions Usted below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from aU divisions. For questions or clarifications on tiie attached checklist please contact the foliowing reviewer as marked: ENGINEERING 76a-6b2r275b 1 1 Chris Sexton 760-602-4624 Chrls.Sexton@carisbadca.fiov 1 1 Kathleen Lawrence 760-602-2741 Kath ieen. Lawrence@carlsbadca .fiov X Greg Ryan 760-602-4663 Gregorv.Rvan@carlsbadca.fiov 1 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov Cindy Wong 760-602-4662 Cynth ia.Wonfi@ca rlsbadca.gov • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: SEEAHACHED Carlsbad Fire Department BLUU. DEPT COPY Plan Review Requirements Category: Tl, INDUST Date of Report: 10-25-2013 Reviewed by: ^. R^OiK Name: Address: CROWN LIFT TRUCKS 12725 STOWE DR POWAY CA 92064 Permit #: CB132477 Job Name: Job Address: PIZZA PORT: STORAGE RACKS 2730 GATEWAY RD CBAD Please review carefully all comments attached. CITY OF CARLSBAD FIRE DEPARTMENT - APPROVED: w/ REQUIREMENTS THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERIVIIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. 1. At or prior to Final Fire and Building inspection an Emergency lighting facilities test shall be conducted by CFD personnel during pre-dawn or dusk hours when ambient light is at 0.00 Lux or 0.0 Foot-candle. This test shall be conducted to test the initial loss of power reading of illumination that is at least an average of 1 foot candle (11 lux) and a minimum of 0.1 foot-candle (1 lux) measured along the path of egress at the floor level. And tested after 60-minutes to 0.6 fc (6 lux). Failure to provide sufficient lighting in egress aisles, corridors, exit enclosures, exit passageways and stair enclosures is the AOR's responsibility. CFC Ch. 10, Sec. 1006. 2. Articles 1 and 23 ofthe California Fire Code shall require that the owner/occupant obtain and maintain an Operational Use Permit for high-piled combustible storage. This permit is issued annually and is subject to inspection with reasonable notice given. 3. The applicant SHALL be held to make the following corrections prior to or at time of permit issuance. Tl Site Plan: 1. Revise Note 2 to read- from the Carlsbad Fire Prevention Bureau. 2. Revise Note 3 to read- CBC 1008.1.9. 3. Revise Note 4 to read- CBC 1011.5.3. Under FIRE NOTES: 1. Revise Note 9 to cite CFC 1018.4 Exception 2. 2. Add the following note to the plans: Small hose connections {1-1/2-inch) may be required bythe authority having jurisdiction for first aid firefighting and overhaul operations. 3. Add the following note to the plans: Plans and hydraulic calculations for upgrade to the existing fire sprinkler system, as required by the High Piled Combustible Storage Report, shall be submitted to the Carlsbad Fire Department under a separate permit. Plans shall include small hose connections. 4. Add the following note to the plans: CFC permit for high-piled combustible storage is required and shall be issued by the Carlsbad Fire Department at or prior to final inspection. Sheet L2b: Label the rack storage area dry-goods served by exit doors 102,106 and 108. Entry: 10/25/2013 By: GR Action: PA BLDG. DEPT COPY Page i of i CONDITIONAL RECOMMENDATION FOR APPROVAL CONDITION - OVER THE COUNTER CORRECTIONS REQUIRED Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 T. (760) 724-7001 Email: kitfire@sbcglobal.net Checked by: Daryl Kit James Date: October 22. 2013 APPLICANT: Monty Landy Crown Lift JURISDICTION: Carlsbad Fire Department PROJECT NAME: Pizza Port PROJECT ADDRESS: 2730 Gateway Road PROJECT DESCRIPTION: CB132477 Storage Racks and High-Piled Storage Report SCOPE OF REVIEW THIS REVIEW IS LIMITED TO THE INSTALLATION OF PRE-MANUFACTURED STORAGE RACKS PLAN AND THE FIRE AND LIFE SAFETY REQUIREMENTS WITHIN THE HIGH-PILED STORAGE REPORT SPECIFIC TO THE INSTALLATION OF PRE-MANUFACTURED STORAGE RACKS. This plan was performed to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. OVER THE COUNTER CORRECTIONS ARE REQUIRED FOR THE FOLLOWING ITEMS T1 Site Plan General Notes Note 2. Revise to read, from the Carlsbad Fire Prevention Bureau. Notes. Revise code section reference to CBC 1008.1.9. Note 4. Revise code reference to CBC 1011.5.3. Fire Notes Note 9. Revise CFC reference to cite CFC 1018.4 Exception 2. Add the following note to the plans: Small hose connections (V/4 inch) may be required by the authority having jurisdiction for first aid firefighting and overhaul operations. Add the following note to the plans: Plans and hydraulic calculations for upgrade to the exiting fire sprinkler system, as required by the High-Piled Storage Report, must be submitted to the Fire Department under separate permit. Plans must include small hose connections if required by AHJ. Add the following note to the plans: CFC permit for high-piled storage required and will be issued by the Fire Department. L2b Label the rack storage area Dry Goods served by exit doors 102,106 & 108. >tm|^tural woncepts ngineering 1200 N. Jefferson St., Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 Project: GRAIN TO GREEN C/O PIZZA PORT Project #: N-082913-4 Date: 10/25/13 2730 GATEWAY RD. CARLSBAD,CA. 92008 PC#13-2477 Plan Review Responses STRUCTURAL CORRECTIONS 1. PLEASE SEE REVISED PLANS AS REQUIRED. 2. PLEASE SEE REVISED PLANS AS REQUIRED. 3. TO BE COMPLETED BY HIGH PILE FIRE CONSULTANT. 4. PLEASE SEE REVISED PLANS WHERE DWGS. HAVE BEEN REVISED TO 48" AS REQUIRED. PLEASE FEEL FREE TO CALL WITH ANY QUESTIONS YOU MAY HAVE REGARDING THE ABOVE MATTERS. BOB SHARIFI 0 Q(^l 2 5 2013 RECEIVED OCT 2 8 2013 CITY OF CARLSBAD BUILDING DIVISION tmctural ncepts ngineering 1200 N. Jefferson St, Suite F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 e-mail: mail@sceinc.net Project Name : ©RAIN TO C5REEN C/O PIZZA PORT Project Number : N-C<32^13-4 Date : 10/03/13 Street Address : 2730 GATEWAY RD City/State : CARLSBAD, CA 92003 OCT 0 2 5 2013 Scope of Work : SELECTIVE RACK/DRIVE IN RACK/PUSHBACK Structural C "2- oncepts E ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: PIZZA PORT Projects N-082913-4 TABLE OF CONTENTS Title Page Table of Contents Design Data and Definition of Components . Critical Configuration Seismic Loads Column Beam and Connector Bracing Anchors Base Plate Slab on Grade Other Configurations 1 2 3 4 5 to 6 7 8 to 9 10 11 12 13 14 r\2Ik PORT-TYPE B MECALUX Page 3^ of 10/3/201 '3tri|ctural C. ' oncepts p^^^ Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: PIZZA PORT Projects N-082913-4 Design Data 1) The analyses conforms to the requirements of the 2010 CBC and the 2008 RMI/ANSI MH 16.1 Rack Design Manual Steel Storage Racks (RMI) and the ASCE 7-05, section 15.5.3 2) Transverse braced frame steel conforms to ASTM A570, Gr.SS, with minimum strength, Fy=55 ksi Longitudinal frame beam and connector steel conforms ID ASTM A570, Gr.55, with minimum yield, Fy=55 ksi All other steel conforms to /^STM A36, Gr. 36 with minimum yield, Fy= 36 ksi 3) Anchor bolts shall be provided by installer per ICC reference on plans and calculations herein. 4) All welds shall conform to AWS procedures, utilizing E70)oc 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. 5) The slab on grade is 5" thick with minimum 2500 psi compressive strength. Soil bearing capacity is 1000 psf. Definition of Components Frame Height Beam Beam Length Beam Spacing Front View: Down Aisle (LongitudinaO Frame Column Beam to Column Connector Base Plate and Anchors / Horizontal Brace Diagonal Brace T Panel Height J. h Frame J Deoth I Depth Section A: Cross Aisle fTransverse) Frame PIZZA FORT^TYPE B MECALUX Pa-ge 3 of SU^ I 0/3/20 I 3 ^tructiwal Ooncepts ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.6?;.77^ By; S.P. Project PEZA PORT Projects N.082913-4 Configuration & Summary: TYPE B SELECTIVE RACK MECALUX 24- 24" 24" 24" 24- 24- 24- **RACK COLUMN REACJIONS ASDLOADS AXIAL DL= 2501b AXIAL LL= 5,0001b SBSMICAXIAL Ps=+/-2,7591b BASEMOMEhrr= 0 in-lb 4-4^ 42- Seismic Criteria # Bm LvIs Frame Depth Frame Height # Diagonals Beam Length Frame Type Ss=1.097, Fa=1.061 5 42 in 240.0 in 8 96 in Single Row Component Description STRESS Column FV=55 ksi Mecalux USO P=3950 lb, M=7151 m-lb 0.54-OK Column & Backer None None None N/A Beam FV=55 ksi Intik 40E 4Hx2.75TO<0.063'Thk Lu=96 in Capacity: 4898 Ib/pr 0.51-OK Beam Connector Fy=55 ksi Lvl 1: 3 pin OK Mconn=5289 in-lb Mcap=12691 in-lb 0.42-OK Brace-Diagonal Fy=55 ksi Mclx U515 Sgl 1.97xl.38xl6ga(U80) 0.17-OK Base Plate Fy=36 ksi 8x5x3/8 Rxity= 0 in-lb 0.59-OK Anchor 2 per Base 0.5" X 3.25" Embed TITEN HD ESR 2713 Inspection Reqd (Net Seismic Uplift=1396 lb) 0.708 - OK Slab & Soil 5" thk X 2500 psi slab on grade. 1000 psf Soil Bearing Pressure 0.71-OK Level Load Story Force St»ry Force Coiumn Column Conn. Beam Per Level Beam Spcg Brace Transv Longit. Axial Moment Moment Connector 1 2,500 Ib 10.0 In 24.0 in 241b 13 Ib 5,250 lb 1,834 "# 5,289 "* 3 pin OK 2 2,500 lb 56.0 in 24.0 in 1561b 87 Ib 3,950 lb 7,151 "# 6,904 "# 3 pin OK 3 2,500 lb 58.0 in 24.0 in 293 lb 164 lb 2,650 lb 6,139 "# 5,631 "# 3 pin OK 4 2,500 lb 58.0 in 24.0 in 431 lb 241 Ib 1,350 lb 3,757 "# 3,427 "# 3 pin OK 5 Olb 58.0 in 24.0 in 32 lb 181b 501b 261 "# 98 "# 3 pin OK 24.0 in 24.0 in 16.0 in Total: 936 Ib 5241b Notes NO LOAD @ TOP LVL. P1Z2A PORT-TYPE B MECALUX Patge ^ of g^j^ "Structural concepts E ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: PIZZA PORT Projects N-082913-4 Seismic Forces Configuration: TYPE B SELECTIVE RACK MECALUX Lateral analysis is performed with regard to the 2010 CBC Sec. 2208.1,2008 RMI/ANSI MH 16.1 Sec 2.6 & ASCE 7-05 sec 15.5.3 Transverse (Cross Aisle) Seismic Load V= Cs*Ip*Ws=Cs*lp*(0.67*LL*PLrf+DL) CSl= [SdS/R] * 0 67 0£7bctor per mi ammenlvy Sec 2JSiSx2JLM States KaUmt to ASD IOMSV Cs-max * Ip= 0.1300 V™,= 0.015 Eff Base Shear=Cs= 0.1300 Ws= C0.67*Pl«fi * PL)+DL = 7,200 Ib = 0.1300 Cs2= 0.14*Sds*0.67 = 0.0728 Cs3= [0.5*S1/R] * 0.67 = 0.0348 Cs-max= 0.1300 Transverse Elevation Base Shear Coeff=Cs= 0.1300 ASD Format Loads Vtransv=Vt= 0.13 * (500 Ib + 6700 Ib) EL= 936 Ib ASD Level Transverse seismic shear per upright Ss= 1.097 Sl= 0.416 Fa= 1.061 Fv= 1.584 Sds=2/3*Ss*Fa= 0.776 Sdl=2/3*Sl*Fv= 0.439 Ca=0.4*2/3*Ss*Fa= 0.3104 CTransveree, Braced Frame Dir.) R= 4.0 Ip= 1.0 PLRFI= 1.0 Pallet Height=hp= 46.0 in DL per Beam Lvl= 100 lb Level PRODUC L0AD/LV1,PL PL*0.67*PLrf DL hi wi*hi R R*(hl-t-hp/2) 1 2,500 Ib 1,675 lb 100 lb 10 in 17,750 23.7 lb 782-# 2 2,500 Ib 1,675 Ib 100 Ib 66 in 117,150 156.2 lb 13,902-# 3 2,500 lb 1,675 Ib 100 Ib 124 In 220,100 293.4 Ib 43,130-# 4 2,500 lb 1,675 Ib 100 Ib 182 in 323,050 430.7 lb 88,294-# 5 Olb Olb 1001b 240 in 24,000 32.0 lb 8,416-# sum: 10,000 lb 6,700 Ib Longitudinal (Downaisle) Seismic Load 500 lb W=7200 Ib 702,050 9361b 1=154,523 |Simi!arlY for longitudinal seismic loads, using R=6.0 Csl=Sdl/(T*R)= 0.0491 Cs2= 0.0728 Cs3= 0.0232 Cs-max= 0.0728 Ws= (0.67 * PLRf2 * PL) + DL = 7,200 Ib Cs=Cs-max*Ip= 0.0728 PL4a=2= 1.0 (Longitudinal, Unbraced Dir.) R= 6.0 T= 1.00 sec VIong= 0.0728 * (500 Ib + 6700 Ib) EL= 5241b ASD Level Langit se^mk: shear per upiight N^^M F>?jy f?w;| Level PRODUC LOAD/LVL,PL PL*0.67*PLrf DL hi wi*hi R 1 2,500 lb 1,675 lb 100 lb 10 in 17,750 13.2 lb 2 2,500 Ib 1,675 Ib 100 Ib 66 in 117,150 87.4 lb 3 2,500 Ib 1,675 lb 100 lb 124 In 220,100 164.3 lb 4 2,500 Ib 1,675 lb 100 Ib 182 in 323,050 241.1 lb 5 Olb Olb 100 Ib 240 in 24,000 17.9 lb Front View 6,700 lb 500 lb W=7200 lb 702,050 5241b PIZZA PORT-TYPE B MECALUX Page 5 I 0/3/20 I 3 Structural woncepts ngmeermg 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: PIZZA PORT Projects N-082913-* Downaisle Seismic Loads Configuration: TYPE B SELECTIVE RACK MECALUX Determine the story moments by applying portal analysis. The base plate is assumed to provide no fixity. Seismic Storv Forces Vlong= 524 lb Vcol=Vlong/2= 262 lb Fl= 13 Ib F2= 87 Ib F3= 1641b Typical frame made of two columns ^fiJf.\Nj ^^^^ 1 t * 96" S.\V\N.V Typical Frame made of two columns Top View Front View Seismic Storv Moments Conceptual System = 7in Mbase-max= 0 in-lb <=== Default capaaty Mbase-v= (Vcol*hleff)/2 = 917 in-lb <=== Moment going to base Mbase-eff= Minimum of Mbase-max and Mbasev = 0 in-lb PINNED BASE ASSUMED M 1-1= [Vcol * hleff]-Mbase-eff M 2-2= [Vcol-(Fl)/2] * h2 = (262 Ib * 7 in)-0 in-lb = [262 lb - 43.7 lb]*56 In/2 = 1,834 In-lb = 7,151 in-lb Mseis= (Mupper-t-Mlower)/2 hl-eff= hi - beam clip height/2 Vcol Beam to Column Elevation Mseis(l-1)= (1834 in-lb + 7151 in-lb)/2 Mseis(2-2)= (7151 in-lb -1- 6139 in-lb)/2 = 4,493 in-lb = 6,645 in-lb Summary of Forces LEVEL hi /\xial Load Column Moment Mselsmic Mend-fixity Mconn** Beam Connector 1 10 in 5,250 Ib 1,834 in-lb 4,493 in-lb 2,560 in-lb 5,289 in-lb 3 pin OK 2 56 in 3,950 lb 7,151 in-lb 6,645 in-lb 2,560 in-lb 6,904 in-lb 3 pin OK 3 58 in 2,550 lb 6,139 in-lb 4,948 in-lb 2,560 in-lb 5,631 in-lb 3 pin OK 4 58 in 1,350 lb 3,757 in-lb 2,009 in-lb 2,560 in-lb 3,427 in-lb 3 pin OK 5 58 in 50 Ib 261 in-lb 131 in-lb 0 in-lb 98 In-lb 3 pin OK Mconn= (Mselsmic + Mend-fixity)*0.75 Mconn-allow(3 Pln)= 12,691 in-lb PIZZA PORT-TYPE B MECALUX Page Q of 1 0/3/20 I 3 ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: PIZZA PORT Projects N-0829134 Column (Longitudinal Loads) Configuration; TYPE B SELECTIVE RACK MECALUX Conforms to the requirements of Chapter C5 of the /VISI Cold Formed Steel Design Manual for combined bending and axial loads. Section Properties Section: Mecalux U80 Aeff = 0.616 in''2 Ix = 0.946 ln'^4 Sx = 0.596 in'^3 rx = 1.240 in Of= 1.67 E= 29,500 ksi Iy = 0.503 InM Sy = 0.347 in'^S ry = 0.903 in Fy= 55 ksi Cmx= 0.85 Kx= 1.7 Lx = 54.0 in Ky = 1.0 Ly = 24.0 in 2-7oo m Cb= 1.0 Loads Considers loads at level 2 COLUMN DL= 150 lb COLUMN PL= 3,750 Ib Mcol= 7,151 in-lb 0.11Sds= 0.085349 0.14Sds= 0.108626 Axial Analvsis Critical load case ly^ Sec Zl, item 4: (l+0.11Sds)DL + (1+0.14SDS)PL*0.75+EL*0.75 <- 1.0, ASDMethod Axial Load=P= {1085349*150 ib)+(i.i08626*3750lb'0.75) Moment=Mx= Mcol*0.75 = 3,281 Ib = 7151 in-lb * 0.75 = 5,363 in-lb KxLx/rx = 1.7*54"/1.24" = 74.0 Fe= n'^2E/(KL/r)max'^2 = 53.1ksl Pn= Aeff*Fn = 25,111 Ib P/Pa= 0.25 > 0.15 KyLy/ry = l*24"/0.903" = 26.6 Fy/2= 27.5 ksi Qc= 1.92 Fe > Fy/2 Fn= Fy(l-Fy/4Fe) = 55 ksi*[l-55 ksi/(4*53.1 ksi)] = 40.8 ksi Pa= Pn/£Jc = 25111 lb/1.92 = 13,078 Ib Bending Analvsis Check: P/Pa -t- (Cmx*Mx)/(Max*px) < 1.0 P/Pao + Mx/Max < 1.0 Pno= Ae*Fy = 0.616 in'^2 *55000 psi = 33,880 lb Max= My/nf = 32780 ln-lb/1.67 = 19,629 in-lb (jx= {l/[l-(nc*P/Pcr)]}'^-l = {1/[1-(1.92*3281 lb/32694 Ib)]}''-1 = 0.81 Pao= Pno/flc = 33880lb/1.92 = 17,646 lb Myield=My= Sx*Fy = 0.596 in''3 * 55000 psi = 32,780 in-lb Pcr= n'^2EI/(KL)max'^2 = n'^2*29500 ksi/(1.7*54 ln)'-2 = 32,694 Ib Combined Stresses (3281 lb/13078 Ib) + (0.85*5363 in-lb)/(19629 in-lb*0.81) = 0.54 < 1.0, OK (EQ C5-1) (3281 lb/17646 Ib) -i- (5363 in-lb/19629 in-lb) = 0.46 < 1.0, OK (EQ C5-2) PIZZA PORT-TTPE B MECALUX 10/3/201 3 Strj lOH^tural w oncepts ngineering 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: PIZZA PORT Project #: N-082913-4 BEAM Configurabon: TYPE B SELECTIVE RACK MECALUX DETERMINE ALLOWABLE MOMENT CAPACITY Al Check compression flange for local budding (82.1) w= c - 2*t -2*r = 1.75 in - 2*0.063 in - 2*0.063 in = 1.498 in w/t= 23.78 l=lambda= [1.052/(k)'^0.5] * (w/t) * (Fy/E)'^0.5 = [1.052/(4)'^0.5] * 23.78 * (55/29500)'^0.5 = 0.54 < 0.673, Flange is fully effective B) check web for local buckling per section b2.3 fl(comp)= Fy*(y3/y2)= 49.90 ksi f2(tension)= Fy*(yl/y2)= 101.67 ksi Y= Z75in .1.75 in ^ Eq. B2.1-4 Eq. B2.1-1 4.000 in ] ..I 1.625 in 0.063 in Beam= Intik 40E 4Hx2.75Wx0.063'Thk = -2.037 Ix= 1.634 in'^4 k= 4 + 2*(1-Y)'^3 + 2*(1-Y) Eq. B2.3-4 Sx= 0.767 in'^3 = 66.10 Ycg= 2.640 in flat depth=w= yi+y3 t= 0.063 in = 3.748 in Bend Radius=r= 0.063 in w/t= 59.49206349 OK Fy=Fyv= 55.00 ksi l=lambda= [1.052/(k)^0.5] * (w/t) * (fl/E)'^0.5 Fu=Fuv= 65.00 ksi = [1.052/(66.1)^^0.5] * 3.748 * (49.9/29500)^^0.5 E= 29500 ksi = 0.317 < 0.673 top flange=b= 1.750 in be=w= 3.748 in b2= be/2 Eq B2.3-2 bottom flange= 2.750 In bl= be(3-Y) = 1.87 in Web depth= 4.000 in = 0.744 Fy Lflange-top=Lf= 1.498 In m= 0.192*(Fu/Fy) - since fu/Fv= and then (EQ A7.2-2) bl+b2= 2.614 in > 1.234 in, Web is fully effective Determine effect of cold working on steel yield point (Fva) per section A7.2 Fya= C*Fyc + (l-C)*Fy (EQ A7.2-1) Lcomer=Lc= (p/2) * (r -i-1/2) 0.148 In C= 2*Lc/(Lf-i-2*Lc) = 0.165 in 0.068 (EQ A7.2-4) = 0.1590 Bc= 3.69*(Fu/Fy) - 0.819*(Fu/Fy)'^2 -1.79 = 1.427 1.18 < 1.2 r/t= 1 < 7 OK Fyc= Bc * Fy/(R/t)'^m 78.485 ksi 58.88 ksi (tension stress at top) Fya-bottom= Fya*Ycg/(depth -Ycg) = 114.29 ksi (tension stress at bottom) Check allowable tension stress for bottom flanoe Lflange-bot=LflD= Lbottom - 2*r*-2*t = 2.498 in Cbottom=Cb= 2*Lc/(Lfb-i-2*Lc) = 0.106 Fy-bottom=Fyb= Cb*Fyc -n (l-Cb)*Fyf = 57.49 ksi Fya= (Fya-top)*(Fyb/Fya-bottom) = 29.62 ksi if F= 0^95 Then F*Mn=F*Fya*Sx=| 21.58 in-k | fl(comp) (EQA7.2-3) f2(tension} Thus, Fya-top= yi= y2= y3= Ycg-t-r= 2.514 in depth-Ycg= 1.360 in y2-t-r= 1.234 in Strufijturai wonceyts engineering 1200 N. Jefferson Ste, Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: PIZZA PORT Project #: N-082913-4 BEAM Configuration: TYPE B SELECTIVE RACK MECALUX RMI Section 5.2, PT II Section Beam= Intik 40E 4Hx2.75Wx0.063'Thk Ix=Ib= 1.634 inM Sx= 0.767 in'^3 t= 0.063 in E= 29500 ksi Fy=Fyv= 55 ksi F= 150.0 Fu=Fuv= 65 ksi L= 96 in Fya= 58.9 ksi 2.75 in 1^75 in ^ 4.000 in Bending Mcenter=F*Mn= W*L*W*Rm/8 W=LRFD Load Factor= 1.2*DL + 1.4*PL+1.4*(0.125)*PL RMI 2.2, item S FOR DL=2<'/o of PL, W= 1.599 Rm= 1 - [(2*F*L)/(6*E*Ib -H 3*F*L)] 1 - (2*150*96 in)/[(6*29500 ksi*1.634 in'^3)-i-(3*150*96 in)] = 0.913 if F= 0.95 Then F*Mn=F*Fya*Sx= 42.90 in-k Thus, allowable load per beam pair=W= F*Mn*8*(# of beams)/(L*Rm*W) = 42.9 in-k * 8 * 2/(96in * 0.913 * 1.599) — 4,898 lb/pair Mend= W*L*(l-Rm)/8 = (4898 lb/2) * 96 in * (l-0.913)/8 = 2,557 in-lb Deflection 1.625 in 0.063 in Dmax= Dss*Rd Rd 1 - (4*F*L)/(5*F*L -1- 10*E*Ib) 1 - (4*150*96 in)/[(5*150*96 in)-i-(10*29500 ksi*1.634 in'^4)] 0.896 in ifDmax= L/180 and Dss= 5*W*L'^3/(384*E*Ib) 17180= 5*W*L'^3*Rd/(384*E*Ib*# of beams) solving for W yields, W= 384*E*I*2/(180*5*L'^2*Rd) = 384*1.634 in'^4*2/[180*5*(96 in)'-2*0.896) = 4,981 lb/pair Allowable load= 4,898 Ib/pairl ngineering 1200 N. Jefferson Ste, Ste F Anaheim. CA 92807 Tet: 714.632.7330 Fax: 714.632.7763 By: S.F. Froject: FIZZA FORT Froject #: N-0829 I 3-4 3 Pin Beam to Column Connection TYPE B SELECTIVE RACK MECALUX I he Deam ena moments shown herein show the result ot the maximum induced hxea ena monents rorm seismic -H static loads and the code mandated minimum value of 1.5%(DL+PL) -T- Mconn max= (Mselsmic + Mend-fixity)*0.75 = 5,289 In-lb Load at level 1 Connector Type= 3 Pin Shear Capacity of Pin Pin Diam= 0.44 in Ashear= (0.438 in)'^2 * Pi/4 = 0.1507 in'^2 Fy= 55,000 psi Pshear= 0.4 * Fy * /^shear = 0.4 * 55000 psi * 0.1507^^^2 = 3,315 lb Bearing Capacity of Pin tcol= 0.075 in Omega= 2.22 Fu= 65,000 psi a= 2.22 Pbearing= alpha * Fu * diam * tcol/Omega = 2.22 * 55000 psi * 0.438 in * 0.075 in/2.22 = 2,135 lb < 3315 lb Moment Capacity of BracRet Edge Distance=E= 1.00 in C Pin Spacing= 2.0 in P1-I-P2-I-P3 tclip= 0.18 in Pl-l-Pl*(2.5"/4.5")-l-Pl*(0.5"/4.5") 1.667 * PI Mcap= Sclip * Fbending = 0.127 in'>3 * 0.66 * Fy = 4,610 in-lb C*d= Mcap = 1.667 Fy= 55,000 psi Sclip= 0.127 in-^S d= E/2 = 0.50 in Pclip= Mcap/(1.667 * d) = 4610.1 in-lb/(1.667 * 0.5 in) = 5,531 lb Thus, Pl= 2,135 lb Mconn-allow= [Pl*4.5"+Pl*(2.574.5")*2.5"-i-Pl*(0.5"/4.5")*0.5"] = 2135 LB*[4.5"+(2.5"/4.5")*2.5"+ (0.5"/4.5")*0.5"] = 12,591 in-lb > Mconn max, OK PIZZA FORT-TYPE B MECALUX Page ^ of I 0/3/20 I 3 Structural w oncepts E ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: PIZZA PORT Project #: N-082913-4 Transverse Brace Configuration: TYPE B SELECTIVE RACK MECALUX Section Properties Diagonal Member= Mclx U515 Sgl 1.97xl.38xl6ga{U80) Area= 0.228 in''2 r min= 0.446 in Fy= 55,000 psi K= 1.0 ac= 1.92 24.0 in Frame Dimensions 1.969 in t 1.376 in 0.060 m Bottom Panel Height=H= 24.0 in Frame Depth=D= 42.0 in Column Width=B= 2.7 in Clear Depth=D-B*2= 36.6 in X Brace= NO Diagonal Member Critical load case RMI Sec 21, item 4: (l+0.11Sds)DL + (1+0.14SDS)PL*0.75+EL*0.75 <= 1.0, ASDMethod, DL=PL=0 fbr upright brace members D • Vb=Vtransv= 936 Ib Ldiag= [(D-B*2)^2 -H (H-6")'^2]'>l/2 = 40.8 in Pmax= V*(Ldiag/D) * 0.75 = 6821b Pn= AREA*Fn = 0.228 in'^2 * 33254 psi SINCE Fe>Fy/2, (kl/r)= (k * Ldiag)/r min = (1x40.8in/0.446 in) = 91.5 in Fe= pi'^2*E/(kl/r)'^2 = 34,776 psi Fn= Fy*(l-f//4fe) = 33,254 psi Tvpicai Panel Check End Weld Lweld= 2.5 in Pallow= Pn/£J Fu= 65 ksi = 7572 Ib /1.92 tmin= 0.060 in = 3,944 lb Weld Capaclty= 0.75 * tmin * L * Fu/2.5 = 2,925 lb OK Pn/Pallow= 0.17 <= 1.0 OK PIZZA PORT-TYPE B MECALUX Pa-ge \0 of I 0/3/201 3 Structural woncepts ngineenng 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: PIZZA PORT Project #: N-082913-4 Single Row Frame Overtuming Configuration: TYPE B SELECTIVE RACK MECALUX Loads Load case per RMI Sec 2.1, item 3: (0.6-0.11Sds)DL -t- (0.6-0.14Sds)PLapp*0.75 - EL*0.75 Vtrans=V= 936 Ib DEAD LOAD PER UPRIGFrr=DL= 500 Ib PL PER UPRIGHT=PL= 10,000 lb PLapp=PL*0.57= 6,700 Ib /Vst=(0.514651*DL+0.491374*PLapp*0.75)= 2,726 lb PL @ TOP= 2,500 lb DiyLvl= 100 Ib X(R*hi)= 154,523 in-lb Total Dead Load per Bay=DL= 500 lb Load Case 1: Fully Loaded rack (0.6-0. llSds)= 0.5147 (0.6-0.14Sds)= 0.4914 Frame Depth=D= 42.0 in Hto|>-lvl=H= 182.0 in # Levels= 5 # Anchors/Base= 2 h= 263.0 in hp= 46.0 In SIDE ELEVATION Vtrans= 936 lb Movt= I(R*hi)*0.75 Mst= Wst * D/2 T= (Movt-Mst)/D = 115,892 in-lb = 2726 Ib * 42 In/2 = (115892 in-lb - 57246 in-lb)/42 in = 57,246 in-lb = 1,396 Ib Net Uplift per column Load Case 2: Top Level Loaded Only Otical Level = 4 h= 263.0 in Vl=Vtop= Cs * Ip * Ws Pinned Base Movt= [Vl*h -I- V2 * H/2]*0.75 = 0.13* (2500 lb) = [325 lb*263 In -1-65 lb*182 in/2]*0.75 = 325 Ib = 68,543 in-lb V2=VDL= Cs*Ip*DL = 65 lb T= (Movt-Mst)/D Mst= (0.514651*DL+0.491374*PL*0.75) *D/2 = (68543 in-lb - 24752 ln-lb)/42 in = (100 lb*5 * 0.514651 -I- 2500 lb*0.491374*0.75)*42 in/2 = 1,043 Ib = 24,752 in-lb Net Uplift per column Anchor Check (2) 0.5" X 3.25" Embed TITEN HD anchor(s) per base plate. Special inspection is required per ESR 2713. Pullout Capacity=Tcap= 970 Ib Shear Capacity=Vcap= 1,840 Ib Tcap*Phi= 970 lb Vcap*Phl= 1,840 Ib LA. City Jurisdiction? NO Phi= 1 Fully Loaded: Top Level Loaded: (698 lb/970 Ib)'^ 1 (234 lb/1840 Ib)'^ 1 = 0.85 (522 lb/970 lb)'^l -f (81 lb/1840 lb)^l = 0.58 <= 1.2 OK <= 1.2 OK PIZZA PORT-TYPE B MECALUX Page "j j of 2^ I 0/3/20 I 3 'Stryctural concepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: PIZZA PORT Project #: N-082913-4 Base Plate Configuration: TYPE B SELECTIVE RACK MECALUX Section Baseplate= 8x5x3/8 EffWldth=W= 7.00 in Eff Depth=D = 5.00 in Column Width=b = 3.20 in Column Depth=dc = 2.70 in L = 1.90 in Plate Thickness=t = 0.375 in Down Aisle Loads a = 2.50 in Anchor cc. =2*a=d = 5.00 in N=# Anchor/Base= 2 Fy = 36,000 psi Downaisle Elevation Critical load case IWI Sec 2.1, item 4: fl+0.11Sds)DL + fl+0.14SDS)PL*0.75+EL*0.75 <= 1.0, ASD Metiiod COLUMN DL= 250 lb COLUMN PL= 5,000 lb Axial=P= (1.085349*250 Ib)+(1.108626*50a0 lb*0.75) Mb= Base Moment*0.75 Base Moment= 0 in-lb 4,429 (b = 0 in-lb * 0.75 0.11Sds= 0.085349 = 0 in-lb 0.14Sds= 0.108626 1 Axial Load P = 4,429 Ib Mbase=Mb = 0 in-lb Effec. Effec. 1 Axial stress=fa = P/A = P/(D*W) Ml= wL''2/2= fa*L^2l2 = 127 psi = 228 in-lb Moment Stress=fb = M/S = 6*Mb/[(D*B'^2] Moment Stress=fb2 = 2 * fb * L/W = 0.0 psi = 0.0 psi Moment Stress=fbl = fb-fb2 M2= fbl*L''2)/2 P = 0.0 psi = 0 in-lb M3 = (l/2)*fb2*L*(2/3)*L = (l/3)*fb2*L'-2 Mtotal = Ml-hM2+M3 = 0 in-lb = 228 in-lb/in S-plate = (l)(t^2)/6 Fb = 0.75*Fy = 0.023 in'^3/ln = 27,000 psi fb/Fb = Mtotal/[(S-plate)(Fb)] 0.36 OK Fp= 0.7*Fc = 1,750 psi OK Tanchor = (Mb-(PLapp*0.75*0.46)(a))/[(d)*N/2] Tallow= 970 lb OK = -1,3631b No Tension Cross Aisle Loads orbaik^camRm5a:zi,im4-.(iio.iisikpL+(M.i^scsfi'v.7SiB.v.7s<=i.o^ CHeck upllft load on Baseplate Pstatic= 4,429 Ib Movt*0.75= 115,892 in-lb Frame Depth= 42.0 in Pseismic= Movt/Frame Depth = 2,759 Ib P=Pstatic-t-Pseismic= 7,188 Ib b =Column Depth= 2.70 in L =Base Plate Depth-Col Depth= 1.90 in fa = P/A = P/(D*W) = 205 psi Sbase/in = (l)(t'^2)/6 = 0.023 in'^3/ln fb/Fb = M/[(S-plate)(Fb)] 0.59 OK Check uplift forces on baseplate with 2 or more anchors per RMI 7.2.2. "AWhen the base plate configiration consists of two anchor bolts located on either side 3f the column and a net uplift force exists, the minimum base plate thickness Shalt lie determined based on a design bending moment in the plate equal to the uplift force on one anchor times 1/2 the distance from the centerline of the anchor to the nearest edge of the rack column" I T h- c M= wL^2/2= fa*L'^2/2 = 371 in-lb/in Fbase = 0.75*Fy = 27,000 psi Ta Mu Ta b i Elevation Uplift per Column: Qty Anchor per BP^ Net Tension per anchor=Ta: C: Mu=Moment on Baseplate due to uplift^ [flD/Fb]*0.75= 0.157 1,396 lb 2 698 lb 1.90 in Ta*c/2 = 663 In-lb Splate= 0.117 in'^3 OK PIZZA PORT-TYPE B MECALUX Page ia-.of 3^ I 0/3/20 I 3 c3tructural C oncepts E ngmeermg 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: PIZZA PORT Projects N-082913^ Slab on Grade Configuration: TYPE B SELECTIVE RACK MECALUX slab ^^^111111II lllllllllllllllllllllll llllllll ^ • ^ ' y • L • SLAB ELEVATION • Down Aisle Baseplate Plan View Base Plate Effec. Baseplate width=B= 7.00 in Effec. Baseplate Depth=D= 5.00 In Column Loads Concrete fc= 2,500 psi tslab=t= 5.0 in teff= 5.0 in phi=0= 0.6 Soil fsoil= 1,000 psf Movt= 115,892 in-lb Frame depth= 42.0 in Sds= 0.776 0.2*Sds= 0.155 width=a= 3.20 in depth=b= 2.70 in rradwray dst face of column to edge of p(ate=c= 5 ]_Q jp midway tSst face of column to edge of piate=e= 3.85 Ifl DEAD LOAD=DL= 250 Ib per column Load Case 1) (1.2-i-0.2Sds*DL) -i- (0.85-i-0.2Sds*PL) + 1.5*EL RMI SEC 2.2 EQTN 5 unfactored ASD load = 1.35518*250 Ib -1-1.00518*5000 Ib -1- 1.5*2759 Ib PRODUCT LOAD=PL= 5,000 lb per column = 9,503 lb unfactored ASD load Load Case 2) (0.9-0.2Sds)DL -i- (0.9-0.2Sds)*PLapp + 1.5EL RMI SEC 2.2 EQTN 6 P-seismic=EL= (Movt/Frame depth) = (0.74482*250 Ib) + (0.74482*3350 Ib) + (1.5*2759 lb) = 2,759 Ib per column = 6,820 lb unfyctoredASD load Load Case 3) 1.2*DL + 1.4*PL RMI SEC 2.2 EQTN 2 = 1.2*250 Ib + 1.4*5000 Ib = 7,300 Ib Effective Column Load=Pu= 9,503 Ib per column Puncture Apunct= [(c+t)+(e-(-t)]*2*t Fpunct= 2.56*phi*sqrt(fc) = 189.50 in'^2 = 79.8 psi Slab Bending fv/Fv= Pu/(/^punrt*Fpunct) 0.628 < 1 OK Pse=DL+PL-i-E= 9,503 lb Asoil= (Pse*144)/(fsoil) = 1,368 in'^2 x= (L-y)/2 = 11.3 in Fb= 5*(phi)*(fc)'^0.5 = 150. psi L= (Asoil)'^0.5 = 36.99 in M= w*x'^2/2 = (feoil*x'^2)/(144*2) = 441.6 in-lb y= (c*e)''0.5 -H 2*t = 14.4 in S-slab= l*teff'^2/6 = 4.17 in'^S fb/Fb= M/(S-slab*Fb) 0.707 < 1, OK PIZZA FORT-TYPE B MECALUX Page of 10/3/201 3 tru^turai woncepts E ngmeermg 1200 IM. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: PIZZA PORT Project #: N-082913-4 Configuration & Summary: TYPE C PUSH BACK 2 DEEP EXT. 240" 68" 68" 68" 10" 96" **PACKCOLUMN /ACTIONS ASDLOADS AXIAL DL= 2001b AXIAL LL= 4,4001b SBSMIC AXIAL Ps=+/-2,1491b BASEMOMEm= 0 in-lb )f- 54" 48" -J( Seismic Criteria # Bm LvIs Frame Depth Frame Height # Diagonals Beam Length Frame Type Ss=1.097, Fa=1.061 4 48 in 240.0 in 6 96 in Single Row Component Description STRESS Column Fy=55 ksi Hannibal IF3012-3x3xl2ga P=1900 Ib, M=5668 in-lb 0.19-OK Column 8i Backer To Level 2 Hannibal IF3012-1514 - 3x3xl2ga/3xl-5/8xl4ga p= 3250 lb, M= 7545 in-lb 0.18-OK Beam Fy=55 ksi HMH 41140/4.125" Face x 0.075" thk Lu=96 in Capacity: 6175 Ib/pr 0.42-OK Beam Connector Fy=55 ksi Lvl 2: 4 pin OK Mconn=6950 in-lb Mcap=31729 in-lb 0.22-OK Brace-Horizontal Fy=55 ksi Hannibal l-l/2xl-l/2xl6ga 0.19-OK Brace-Diagonal Fy=55 ksi Hannibal l-l/2xl-l/2xl6ga 0.21-OK Base Plate Fy=36 tei 8x5x3/8 Rxity= 0 in-lb 0.36-OK Anchor 2 per Base 0.5" X 3.25" Embed TTTEN HD ESR 2713 Inspection Reqd (Net Seismic Upllft=961 lb) 0.508 - OK Slab 8i Soil 6" thkx 2500 psi slab on grade. 1000 psf Soil Bearing Pressure 0.39-OK Level Load Per Level Beam Spcg Brace Story Force Transv Story Force Longit. Column Axial Column Moment Conn. Moment Beam Connector 3 pin OK 3 pin OK 5 pin OK ^ pin OK 2,600 Ib 2,600 Ib 2,600 lb 1,000 lb 10.0 in 68.0 in 68.0 in 68.0 in 42.0 in 42.0 in 42.0 in 42.0 in 42.0 in 18.0 in 251b 1971b 3691b 2261b 14 Ib 110 Ib 2071b 1271b 4,600 Ib 3,250 Ib 1,900 Ib 5501b 1,374 "# 7,545 "# 5,668 "# 2,154 "# 5,339 "# 6,950 "# 4,928 "# 1,575 "# Total: 818 Ib 4581b Notes [TYPE PB UNIT 2 WIDE x 2 DEEP x 1300# PALLET @ LVLS 1-3, 500# PALLET« BEAM C4 WFTH 4 PIN FROhfT EXT, BEAM 41140 Wim 3 PIN @ REAR. I LVL 4. FIZZA PORT-TYPE C PUSH BACK EXT. HMH Page | ^ of .2_J^ I 0/3/20 I 3 ngineenng 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632,7330 Fax: 714.632.7763 By: S.P. Project: PIZZA PORT Projects: N-082913-4 Configuration 8t Summary: TYPE C PUSH BACK 2 DEEP INT. 240" r 68" 68" 68" 10" 1 96" 4 **RACK COLUMN REACTIONS ASD LOADS AXIAL DL= 2001b AXIAL LL= 8,800 ib SBSMIC AXIAL Ps=+/-4,146 ib BASEMOMENr= Oin-ib )f- 54" 48" Seismic Criteria # Bm LvIs Frame Depth Frame Height # Diagonals Beam Length Frame Type 55=1.097, Fa=1.061 4 48 in 240.0 in 6 96 in Single Row Component Description STRESS Column Fy=55 ksi Hannibal IF3012-3x3x12ga P=3700 Ib, M=10943 in-lb 0.44-OK Column 8i Backer To Level 2 Hannibal IF3012-1514 - 3x3xl2ga/3xl-5/8xl4ga p= 6350 Ib, M= 14623 in-lb 0.44-OK Beam Fy=55 tei HMH 50140/5" Face x 0.075" thk Lu=96 in Capacity: 7881 Ib/pr 0.66-OK Beam Connector Fy=55 tei Lvl 2: 4 pin OK Mconn=13529 in-lb Mcap=31729 in-lb 0.43-OK Brace-Horizontal Fy=55 tei Hannibal l-l/2xl-l/2xl6ga 0.36-OK Brace-Diagonal Fy=55 tei Hannibal l-l/2xl-l/2xl6ga 0.41-OK Base Plate Fy=36 tei 8x8x3/8 Fixity= 0 in-lb 0.69-OK Anchor 2 per Base 0.5" x 3.25" Embed TTTEN HD ESR 2713 Inspedion Reqd (Net Seismic Uplifl:=1871 lb) 0.983 - OK Slab & Soil 6" thk X 2500 psi slab on grade. 1000 psf Soil Bearing Pressure 0.89-OK Level Load Per Level Beam Spcg Brace Story Force Transv Story Force Longit. Column Axial Column Moment Conn. Moment Beam Connector 5,200 lb 5,200 Ib 5,200 Ib 2,000 lb 10.0 in 68.0 in 68.0 in 68.0 in 42.0 in 42.0 in 42.0 in 42.0 in 42.0 in 18.0 in 50 lb 28 Ib 9,000 Ib 2,664 "# 10,425 "# 4 pin OK 3861b 2171b 6,3501b 14,623 "# 13,529 "# 4 pin OK 7231b 405 1b 3,7001b 10,943 "# 9,566 "# 4 pin OK 4261b 2391b 1,0501b 4,055 "# 3,036 "# 4 pin OK Total: 1,585 lb 8881b Notes TYPE PB UNIT 2 WIDE x 2 DEEP x 1300# PAILET @ LVLS 1-3, 500# PALLET @ LVL 4. PIZZA PORT-TYPE C PUSH BACf; INT. HMH Page \K, of I 0/3/20 I St m^tural w oncepts E ngineenng 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: PIZZA PORT Project #: N-082913^ Configuration & Summary: TYPE D SELECTIVE RACK MECALUX 240" 76" 76" 76" 240" —F- 16" 24" 24" 24" 24" 24" 24" 24" **RACK COLUMN REACTIONS ASDLOADS AXIAL DL=r 150 ib AXIAL LL= 4,0001b SBSMIC AXIAL Ps=+/-1,761 Ib BASEMOMENT= 5,000 in-ib 4--— 96" 4 48" -^ ^ 48" Seismic Criteria # Bm LvIs Frame Depth Frame Height # Diagonals Beam Length Frame Type Ss=1.097, Fa=1.061 3 48 In 240.0 in 8 96 in Single Row Component Description STRESS Column FV=55 tei Mecalux U80 P=4150 lb, M=10038 in-lb 0.9-OK Column 8i Backer None None None N/A Beam Fy=55 tei Intik 40E 4Hx2.75Wx0.063"Thk Lu=96 in Capacity: 4898 Ib/pr 0.82-OK Beam Connector P/=55 tei Lvl 1: 3 pin OK Mconn=8798 in-lb Mcap=12691 in-lb 0.69-OK Brace-Diagonal Fy=55 tei Mclx U515 Sgl 1.97xl.38xl6ga(U80) 0.17-OK Base Plate Fy=36 tei 7x5x3/8 Rxity= 5000 in-lb 0.5-OK Anchor 2 per Base 0.5" X 3.25" Embed TITEN HD ESR 2713 Inspection Reqd (Net Seismic Uplift=1271 Ib) 0.608 - OK Slab 8i Soil 5" thk X 2500 psi slab on grade. 1000 psf Soil Bearing PrKsure 0.56-OK Level Load Story Force Story Force Column Coiumn Conn. Beam Per Level Beam Spcg Brace Transv LAngit. Axial Moment Moment Connector 1 4,000 Ib 76.0 in 24.0 in 2371b 1331b 4,150 Ib 10,038 "# 8,798 "# 3 pin OK 2 4,000 Ib 76.0 in 24.0 in 4741b 255 1b 2,100 lb 5,309 "# 5,135 "# 3 pin OK 3 0 Ib 76.0 in 24.0 in 26 Ib 14 Ib 501b 272 "# 102 "# 3 pin OK 24.0 in 24.0 in 24.0 in 24.0 in 16.0 in Total: 7361b 4121b Notes NO LOAD @ TOP LVL. PIZZA PORT-TYPE D MECALUX 9/1 7/201 3 Strufitui-al ngineenng 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 Drive In Rack Analysis Stmctural ' \Jr oncepts ngineenng 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: Bob S Project: PIZZA PORT Project*: N082913-4 Design Data 2 Arm x 2 Deep Drive In 1) The analyses conforms to the requirements of the 2010 CBC 2) Steel yields conform to: Column-Fy= 50,000 psi Frame Brace-Fy= 36,000 psi OTB-Fy= 50,000 psi Rail-Fy= 36,000 psi Strap-Fy= 36,000 psi Baseplate-Fy= 36,000 psi 3) Anchor bolts shall be provided by Installer per ICC reference on plans and calculations herein. 4) Bolts shall be minimum Grade 5 quality or better installed to snug tight fit (Finger tight plus 2/3 turn by wrench) 5) 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. 6) The slab on grade is 6" thick with minimum 2500 psi compressive strength. Soil bearing capacity is 1000 psf. Definition of Components Front (Longitudinal) Elevation Side (Transverse) Elevation Component Schedule 1 Column 6 Diagonal Brace 2 Overhead Tie Beam (0TB) 7 Horizontal Brace 3 Rail Support Beam (RSB) 8 Base Plate 4 Load Rail 9 Rear Vertical X Brace 5 Rail Support Arm 10 Plan X Brace Structural ngineenng 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: Bob S Project: PKZA PORT Project*: N082913-4 Summary of Results 2 Arm x 2 Deep Drive In 52 in Front Elevation Load per Pallet= Front Elevation 2,000 lb COLUMN BACKER TO 124" HEIGHT Description Component Stress Column C3x3.5/C3x3.5 66.5% OTB/RSB 0TB: C4X4.5., RSB: C3X3.5 4.1% RSB/OTB to Col Conn RSB: 2 BOLT, 0TB: 3 BOLT 0.0% Dlag Brace Ll-l/2xl-l/2xl/8 58.9% Horiz Brace Ll-l/2xl-l/2xl/8 40.3% Brace Weld 3 long X 0.125 in thk E70xx 7.4% Rear Vertical X Brace 2" X 7 GA STRAP every 2 bay(s) with 0.75 in diam Grade 5 Bolt 26.9% Top Plan X Brace 2" X 7 GA STRAP with 0.75 in diam Grade 5 Bolt (See plan x brace schedule) 14.9% Load Rail L3x3x3/16 71.0% Anchor (1) 0.5 In diam x 3.25 in min. embedment HILTI KWIK BOLTTZ (4 per base at rear) 0.7% Slab & Soil 6 in thick x 2500 psi with 1000 psf soil 27.0% Base Plate 5 in X 8 In X 3/8, Except at rear post 8x8x3/8 0.0% Page^^ of ^ Stri mctural w oncepts ngineenng 1200 N. Jefferson Ste. Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: Bob S Project: PIZZA PORT Project*: N082913-4 Summary of Results 1 Arm X 2 Deep Drive In 52 In Front Elevation Load per Pallet= 2,000 Ib COLUMN BACKER TO 124" HEIGHT Description Component Stress Column C3x3.5/C3x3.5 21.3% OTB/RSB OTB: C4X4.5., RSB: C3X3.5 2.0% RSB/OTB to Col Conn RSB: 2 BOLT, OTB: 3 BOLT 0.0% Diag Brace Ll-l/2xl-l/2xl/8 29.5% Horiz Brace Ll-l/2xl-l/2xl/8 20.1% Brace Weld 3 long X 0.125 in thk E70xx 3.7% Rear Vertical X Brace 2" X 7 GA STRAP every 2 bay(s) with 0.75 in diam Grade 5 Bolt 11.4% Top Plan X Brace 2 • X / GA ii 1KAP witii U.75 in diam Grade 5 Bolt (See plan x brace schedule) Load Rail L3x3x3/16 71.0% Anchor (1) 0.5 In diam x 3.25 in min. embedment HILTI KWIK BOLT TZ (4 per base at rear) 0.3% Slab & Soil 6 in thick x 2500 psi with 1000 psf soil 14.0% Base Plate 5 in X 8 In X 3/8, Except at rear post 8x8x3/8 0.0% Stn rit^tural w Oncepts woncep •ngmeermg 1200 N. Jefferson Ste. Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: Bob S Project: PIZZA PORT Project*: N082913-4 Forces 2 Arm x 2 Deep Drive In Transverse (Braced Frame) Seismic Load Lateral analysis is pert^ormed with regard to the 2010 CBC. All loads based on tributary area per post. Ss= 1.0970 V= F*SDS*I*(LL*0.67+DL)/(R*1.4) Fa= 1.061 Vmin= 0.015 (RMI Sec 2.5.1.2) R-transv= 4.0 SDS= 2/3 * Ss * Fa Ip= 1.0 = 0.7759 Eff Base Shear= 0.1386 1.0 R-long= 4.0 n= 1.00 F= 1.00 Vtransv= 0.1386 * 2814 Ib Ws= (DL + LL*0.666) * # Level = 390 Ib (Per Post) = (75 lb + 2000 Ib * 0.666) * 2 = 2,814 lb # Arm Level=N= 2 Live Load/Pallet=LL= 2,000 lb Longitudinal Seismic Load Dead Load/Level=DL= 75 lb Rlong= 4.0 Vlong = Vtransv * (Rtransv/Rlong) = 390 Ib (Per Post) Seismic Force Distribution Level (LL*0.666) DL hi wi*hi Fi Pcol M 1 1,332 Ib 75 Ib 124 in 165,168 155 lb 2,664 Ib 15,516 in-lb 2 1,332 Ib 75 lb 188 in 250,416 235 Ib 1,332 lb 13,774 in-lb 3 Olb Olb 0 in 0 0 lb Olb 0 in-lb 4 Olb Olb 0 in 0 0 lb Olb 0 in-lb 5 Olb 0 lb 0 in 0 0 Ib 0 lb 0 in-lb 415,584 390 lb Height of Resultant Force, a= I(Fi*hi)/Vlong = 163 in H Ground Elev 1 a ' • " ' D ' M2 flop Tie Elev Rl Moment at resultant=M= V*a*b/H = 20,395 in-lb M Column Load Diagram Rl=Load to Floor= V*b/H = 125 lb R2=LoadToTop Brace= V*a/H = 265 lb R2 J=3 F2 h2 Jl ^ hi L. Front Elevation H= 240 in hl= 124 in h2= 64 in h3= 0 in h4= 0 in b= 77 in Frame Depth= 54 in Column Loads # Arm Levei=N= 2 Live Load/Pallet=LL= 2,000 lb Dead Load/Level=DL= 75 Ib Pcol-stafac= N * (LL + L)L) = 4,150 Ib Mcol= 20,395 in-lb pseismic= (vtransvj'^^^a/ueptn = 2,354 Ib Structural Woncepts ngmeermg 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: Bob S Project: PIZZA PORT Project*: N082913-4 Column (Longitudinal Loads) 2 Arm x 2 Deep Drive In Analysis conforms to Chapter H of the 9th Edition MSI ASD Manual. Section Properties Column Member= C3x3.5/C3x3.5 Aeff = 1.766 ^^^2 Ix = 2.828 inM SX = 1.886 in^3 rx = 1.267 In Iy = 1.637 in'^4 Sy = 1.191 in^3 ry = 0.964 In Loads Fy= 50,000 psi Kx= 1.0 Lx= 240.0 in Ky= 1.0 Ly= 42.0 in Cm= 1.00 P= 2,6641b Mcol= 15,516 in-lb <== Loads at arm level 1 Axial Analvsis (kl/r)x = (1*240 in/1.267 in) = 189.42 (kl/r)max= 189.42 SINCE (KlVr)max > Cc, USE EQTN E2-2 Fa = 12n^2E/23(kl/r^^2 23(kl/r)'^2 = 4,162 psi fa= P/AREA = 1,508 psi Bending Analvsis (kl/r)y = (1*42 in/0.964 in) = 43.57 Cc = (2n'^2E/Fy)'^0.5 = 107.0 fa/Fa= 0.36 > 0.15 fbx= M/Sx Fbx= 0.6*Fy = 8,227 psi = 30,000 psi F'ex= (12*n'^2*E)/(23*(KL/r)'^2) fb/Fb= 0.27 = 4,162 psi (l-fa/F'e)= 0.6375 Combined Stresses (Hl-1): (Hl-2): fa/Fa + Cm*fbx/[Fbx * (1-fa/F'ex)] = 0.79 < 1.33 OK fa/(0.6*Fy) + fb/Fb = 0.32 < 1.33 OK Page^ i. of Structural ngineenng 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: Bob S Project: PIZZA PORT Project*: N082913-4 Column (Transverse) 2 Arm x 2 Deep Drive In Analysis conforms to Chapter H of the 9th Edition AISI ASD Manual. Section Properties Column Member= C3x3.5/C3x3.5 Aeff = 1.766 ^^^2 Ix = 2.828 in'^4 Sx = 1.886 in'^3 rx = 1.267 in Iy = 1.637 in'^4 Sy = 1.191 in'^3 ry = 0.964 in Fy= 50,000 psi Kx= 1.0 Lx= 240.0 in Ky= 1.0 Ly= 42.0 in Cm= 1.00 Loads Pstatic= 4,150 Ib Pseismic= 2,3541b Pmax= Pstatic + Pseismic = 6,504 Ib Mcol= 0 in-lb Axial Analvsis (kl/r)x = (1*240 In/1.267 in) = 189.42 (kl/r)y = (1*42 in/0.964 in) = 43.57 (kl/r)max= 189.42 Cc = (2n'^2E/Fy)'^0.5 = 107.0 SINCE (KL/r)max > Cc, USE EQTN E2-2 Fa = 12n'^2E/23(kl/r)'^2 23(kl/r)'^2 = 4,162 psi fa= P/AREA = 3,683 psi fa/Fa= 0.88 > 0.15 Bending Analvsis fbx= M/Sx = 0 psi Fbx= 0.6*Fy = 30,000 psi F'ex= (12*n^2*E)/(23*(KL/r)'^2) = 4,162 psi fb/Fb= 0.0 (l-fa/F'e)= 0.115 Combined Stresses (Hl-1): fa/Fa + Cm*fbx/[Fbx * (l-fa/F'ex)] = 0.88 < 1.33 OK (Hl-2): fa/(0.6*Fy)-1-fb/Fb = 0.12 < 1.33 OK Page;^3 of ngineenng 1200 N. Jefferson Ste, Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: Bob S Project: PIZZA PORT Project*: N082913-4 Overhead Tie Beam (OTB) 2 Arm x 2 Deep Drive In Analysis conforms to Chapter H of the 9th Edition AISI ASD Manual. Section Properties Top Tie (OTB)= C4X4.5 Aeff = 1.192 in'^2 IX = 3.270 ln'^4 Sx = 1.635 \n^3 rx = 1.656 in ry = 0.464 in Loads Fy= 50,000 psi Kx= 1.0 Lx= 51.5 in Ky= 1.0 Ly= 51.5 In Cm= 1.00 OTB / M "HA OTB Elevation P=Vlong*N= 780 Ib Axial Analysis MoTB= 0 in-lb N= 2 (kl/r)X = (1*51.5 in/1.656 in) = 31.10 (kl/r)y = (1*51.5 in/0.464 In) = 110.99 (kl/r)max= 110.99 Cc = (2n'^2E/Fy)'^0.5 = 107.0 SINCE (KL/r)max > Cc, USE EQTN E2-2 Fa = 12n^2E/23(kl/r)^2 23(kl/r)'^2 = 12,122 psi fa= P/AREA = 654 psi Bending Analvsis fa/Fa= 0.05 < 0.15 fbx= M/Sx = 0 psi Fex= (12*n^2*E)/(23*(KL7r)'^2) = 154,403 psi Fbx= 0.6*Fy = 30,000 psi fb/Fb= 0.0 (l-fa/Fe)= 0.9958 Combined Stresses (Hl-3): fa/Fa + flj/Fb= 0.05 < 1.33 OK Page^ of w oncepts ngineenng 1200 N. Jefferson Ste. Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: Bob S Project: PIZZA PORT Project*: N082913-4 Transverse Brace 2 Arm Level 4 deep Drive Thru Section Properties Diagonal Member= Ll-l/2xl-l/2xl/8 Horizontal Member= Ll-l/2xl-l/2xl/8 Area= 0.350 in'^2 Area= 0.350 in'^2 r min= 0.285 in r mln= 0.285 in Fy= 36,000 psi Fy= 36,000 psi K= 1.00 K= 1.00 Qc= 1.92 Frame Dimensions Panel Height=H= 42.0 in Frame Depth=D= 54.0 in Column Width=B= 2.75 in Clear Depth=D-B*2 - 2"=Dc= 46.5 In Diagonal Member V=Vtransv*2= 780 Ib Ldiag P= fa= [(Dc)'^2 -1- (H-2")'^2]^l/2 61.3 in V*(Ldlag/D) 885 Ib P/Area 885 lb/0.35 in'^2 2,529 psi (kl/r)= (k * Ldiag)/r min = (1 x 61.3 In /0.285 in ) = 215.1 in Fa= (12pi'^2*E)/[23*(kl/r)'^2] = 3,228 psi fa/Fa= 0.78 <= 1.33 OK Check Brace Weld Side Elevation Lweld= Fu= 3.0 In 70 tei tweld= 0.125 in Weld Capacity= 0.3*Fv*Lweld*tweld*1.33 = 10,474 Ib OK Horizontal brace Pmax=V= 780 Ib (kl/r)= (k * Lhoriz)/r min = (1 x 54 in) /0.285 in = 189.5 In fa= P/Area Fe= (12pi'^2*E)/[23*(kl/r)^2] = 780 lb/0.35 ^^^2 = 4,158 psi = 2,229 psi fa/Fa= 0.54 <= 1.33 OK Anchors Brand= HILTI KWIK BOLTTZ # per Baseplate= 1 Column Uplift= Olb Diam= 0.500 in Tallow= 1,250 lb Base Shear/Col= 125 Ib Embed= 3.25 in Vallow= 1,840 lb Shear/Bolt= 125 Ib Movt= 2*Vtransv*a DL= 150 Ib Tension/Bolt= Olb = 146,211 in-lb LL= 2,664 Ib Exp= 1.66 Wst= (0.9*DL+LL)*2*D/2 = 151,146 in-lb (0 lb)/(1250lb*1.33) '^1.66 + (125 lb)/(1840 lb*1.33)'^1.66= 0.007 <= 1.0 OK Page;^3-ef^ StRUCturai w oncepts "^"^^^t ngineering ^J^y 1200 N. Jefferson Ste. Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: Bob S Project: PIZZA PORT Project*: N082913-4 Distribution of Seismic Forces 2 Arm x 2 Deep Drive In 2 1 Brace every "x" bays: Eff seismic load to brace (Vp): Entry Plan X Brace Schedule 4 1 1,060 Ib 530 Ib Plan X Brace 2 Arm x 2 Deep Drive In Agross=Ag= 0.358 in'^2 Anet=An= 0.358 in'^2 t= 0.188 in Bolt Diam= 0.750 in Vp=Max load to brace= 1,060 Ib Vz= Vp*U/U = 1,535 lb Strap Capacity 1= 0.6 * Fy * Ag * 1.33 = 10,285 lb OK Strap Capacity2= 0.5 * Fu * An * 1.33 = 13,808 Ib OK Fy= 36,000 psi Fu= 58,000 psi Fv= 21,000 psi Lx=Post c.c.= 51.5 in Ly=Frame Depth= 54.0 in Lz= 74.6 in Bolt Shear Capacity= (Bolt Area) * Fv * 1.33 = 12,339 Ib OK Bolt Bearing Capaclty= 1.2*Fu*Bolt Area*tmln*1.33 = 13,052 lb OK Brace Plan •tKictural w oncepts ^Er ngineenng 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: Bob S Project: PIZZA PORT Project*: N082913-4 Rear Vertical X Brace 2 Arm x 2 Deep Drive In Check loads on the rear transverse vertiical X brace in resisting the total of the "R2" reactions from the top X bracing Agross=Ag= 0.358 in'^2 Anet=An= 0.358 in^2 t= 0.188 in Bolt Diam= 0.750 in # Frame/Brace=Nb= 2 # Bay Deep=Nd= 2 R2= 265 lb Vrv=R2*Nd*Nb= 1,060 Ib Sb-ap Capacityl= 0.6 * Fy * Ag * 1.33 = 10,285 Ib OK Strap Capacity2= 0.5 * Fu * An * 1.33 = 13,808 Ib OK Fy= 36,000 psi Fu= 58,000 psi Fv= 21,000 psi Lx= 51.5 in Ly= 124.0 in L2= 134.3 in Vz= Vrv*L2/Lx = 2,763 Ib Bolt Shear Capaclty= (Bolt Area) * Fv * 1.33 = 12,339 Ib OK Bolt Bearing Capacity= 1.2*Fu*Bolt Area*tmin*1.33 = 13,052 lb OK Brace Elevation Load Rail 2 Arm x 2 Deep Drive In Analyze the rail carrying half of one pallet uniform load Rail= L3x3x3/16 Ix= 0.962 in'^S Sx= 0.441 Pallet Weight=W= 2,000 lb Bending M= (W/2) * L/8 = 6,750 in-lb fb= M/Sx = 15,306 psi L= 54 in Fy-rail= 36,000 psi Fb= 0.6*Fy = 21,600 psi Side Elevation Deflection flj/Fb= 0.71 A= 5*w*L'^4/(384*E*I) 0.07 Dallow= iyi80 = 0.3 Defl ratio= 0.23 Page 5 Stnjctu rai V/oncepts ngineenng 1200 N. Jefferson Ste. Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: Bob S Project: PIZZA PORT Project*: N082913-4 Slab on Grade 2 Arm x 2 Deep Drive In slab SLAB ELEVATION Base Plate 11 IIHIIIIIIHIII Illllllllllllll 1 *— X -»• 1- c ^ L —> Down Aisle Baseplate Plan View Concrete fc= 2,500 psi tslab=t= 6.0 in phi=0= 0.65 Soi! fsoil= 1,000 psf 8.00 in 5.00 in width=a= 2.75 in depth=b= 3.00 in Static Loads eff. baseplate width=c= 8.00 in eff. baseplate depth=e= 5.00 in P-DL= 150 Ib P-LL= 4,000 lb Ps=DL-(-LL= 4,150 Ib Puncture Pu= 1.4*PDL -!- 1.7*PLL Fpunct= 2.65*phi*sqrt(fc) = 7,010 lb = 86.5 psi Apunct= [(c-i-t)-i-(e-i-t)]*2*t fv/Fv= Pu/(Apunct*Fpunct) = 300 in'^2 = 0.27 <= 1.0 OK Slab Bending Asoil= (Ps*144)/(fsoil) L= (Asoil)'^0.5 y= (c*e)'^0.5 -1-1*2 = 598 m^l = 24.45 in = 18.3 in x= (L-y)/2 M= w*x'^2/2 S-slab= 1*^^2/6 = 3.1 in = (fsoil*x'^2)/(144*2) = 6.0 ln'^3 = 32.5 in-lb Fb= 5*(phi)*(fc)'^0.5/1.7 fb/Fb= M/(S-slab*Fb) = 95.59 psi (Sec 1922.5.1) = 0.06 <= 1.0 OK Seismic Loads P-DL= 150 Ib P-LL= 4,000 lb E= 3,296 Ib Pse= =DL-l-LL-HE/1.4= 7,446 lb Puncture Pu= 1.1*(DL*1.2 + 0.5*LL -1- 1*E) Fpunct= 2.66*phi*sqrt(fc) = 6,024 Ib = 86.5 psi Apunct= [(c+t)-t-(e-i-t)]*2*t fv/Fv= Pu/(Apunct*Fpunct) = 300 in'^2 = 0.23 <= 1.0 OK Slab Bending Asoil= (Ps*144)/(fsoil*1.33) L= (Asoil)^0.5 y= (c*e)'^0.5 -1-1*2 = 806 in'^2 = 28.39 in = 18.3 in x= (L-y)/2 M= w*x'^2/2 S-slab= l*t^2/6 = 5.0 in = (fsoil*x'^2)/(144*2) = 6.0 in'^3 = 88.0 in-lb Fb= 5*(phi)*(fc)'^0.5/1.4 fb/Fb= M/(S-slab*Fb) 116.07 psi (Sec 1922.5.1) 0.13 <= 1.0 OK Page *> Additional Info: Sevisioii Cominents Date By 1.0 Preliminary research June 25, 2012 EK DISCLAIMER This report is the property of Klausbruckner & Associates, Inc. and was prepared exclusively for use by Pizza Port for the storage & occupancy conditions described in this report. Pizza Port conditions and operations addressed herein are based on information provided to the report by Pizza Port. Discrepancies between the information presented herein and actual conditions and conditions presented on plans are the sole responsibility of Pizza Port. Verification of compliance with the Code requirements and provisions addressed herein is outside the scope of this report. Copies of this report retained by Pizza Port shall be utilized only by Pizza Port for the storage and occupancy conditions and the 2010 California Fire Code conditions and requirements addressed in this report. This report shall not be used for the purpose of construction for this project or any other project or for any other purpose. Rev 1.0-Pizza Port ^J^V Kl-AUSHRUCKNKR Page iii 2730 Gateway Rd., Carlsbad, CA }}f ANO ASSOCIATES Table of Contents 1. SUMMARY TABLE 1 1.1 COMBUSTIBLE STORAGE 1 2. INTRODUCTION 4 3. BUILDING CONSTRUCTION, DESIGN, AND OCCUPANCIES 5 3.1 BUILDING CONSTRUCTION & DESIGN 5 3.2 OCCUPANCIES 5 4. HIGH PILED STORAGE 6 4.1 AUTOMATIC FIRE SPRINKLER SYSTEM 7 4.1.1 Beer Cooler - High Piled Storage 7 4.1.2 Dry Storage - High Piled Storage 7 4.1.3 Food Cooler - Non-High Piled Storage 8 4.1.4 Ojfices & Restaurant Seating Areas 9 4.1.5 Restaurant Service Areas 9 4.1.6 Manufacturing A reas 9 4.2 ALARM/MONITORING 10 4.3 BUILDING ACCESS/DOORS 10 4.4 SMOKE AND HEAT VENTS 11 4.5 DRAFT CURTAINS 11 4.6 FIRE EXTINGUISHERS 11 4.7 AISLE WIDTHS 11 4.8 GENERAL FIRE PROTECTION & MAINTENANCE 12 5. INDOOR COMBUSTIBLE DUST GENERATION 13 5.1 GRAINS 13 5.2 HOPS 13 6. MEANS OF EGRESS 14 6.1 RESTAURANT AREAS [A-2 OCCUPANCY] 14 6.2 OFFICES [B OCCUPANCY] 14 6.3 MANUFACTURING [F- 1 OCCUPANCY] 14 6.4 STORAGE [S-1 OCCUPANCY] 14 7. EXPOSURES 15 7.1 OCCUPANCY SEPARATION 15 7.2 ALLOWABLE AREA AND SIDEYARDS 15 8. CONCLUSION 16 9. APPENDIX A: ATTACHMENTS 17 Rev 1.0-Pizza Port i^Y Ki-AUSBRUCKNER }tf ANO ASSOC!ATES Page iii 2730 Gate-way Rd., Carlsbad, CA i^Y Ki-AUSBRUCKNER }tf ANO ASSOC!ATES 1. Summary Table 1.1 Combustible storage TOPIC CODE SECTION CRITERIA/REQUIREMENTS Construction Type New Construction - Type IIIB, Fully Sprinklered Approximate Square Footage Architectural Plans First Floor Storage: High Piled Storage: Manufacturing: Restaurant: Offices: Second Floor Storage: High Piled Storage: Manufacturing: Restaurant: Offices: Pizza Port TI Unimproved Areas: Total Building: 8,494 [S-1 Occupancy] 2,593 ft^ [S-1, Occupancy] 12,486 [F-1 Occupancy] 1,697 ft^ [A-2 Occupancy] 0 tf [B Occupancy] 317 tf [S-1 Occupancy] 0 tf [S-1, Occupancy] 0 tf [F-1 Occupancy] 1,754 tf [A-2 Occupancy] 2,832 tf [B Occupancy] 27,580 ft^ [B/A-2/F-1/S-1 Occupancy] 9,279 tf [B/F-l/S-1 Occupancy] 36,859 tf [B/A-2/F-1/S-1 Occupancy] Occupancy & Occupancy Separation CBC Sections 302 -312, 508.3 & Architectural Plans Mixed Use Groups: B (Office), F-1 (Manufacturing), and S-1 (Storage). No occupancy separation required between A-2 and B, F-1, and S- when non-separated use conditions are met in accordance with Section 508.3. Storage Commodity CFC Sections 2303.1,2303.2, 2303.3, 2303.4 Beer Cooler Class I-III: Beer [16 gal or less containers], Wine & Hops Food Cooler: Class I-III: Food [onions, cheese, dough, etc.] in plastic binboxes/ containers, non-combustible liquids in plastic containers, etc. Dry Storage: Class I-III: Food in plastics containers, food in non-combustible containers, flour & sugar in paper bags, grains [barley, rice, oats] in cartons Automatic Sprinkler Protection CFC 2308.1, 2308.2 and Table 2306.2 NFPA-13, 2010, Sections 3.9.3.7.5, 3.9.3.7.7, Table 16.2.1.3.2, Figure 16.2.1.3.2(c), Table 16.2.1.3.5, Table 8.6.2.2.1(d) and Sections 12.6.3 and 8.5.6.1 Beer Cooler - High Piled Storage • Maximum Storage Height: < 20'-0" • Maximum Ceiling Height; < 22'-0" • Aisle Widths: > 8'-0" " Approximate Square Footage: 1,500 • Commodity: Class I-III " Single-Row Racks • Open shelves, area > 50% open Ceiling Sprinkler Design Density Required: • High temperature (286°F), Control mode density area (CMDA) ceiling sprinklers • Minimum density 0.37 gpm/tf, over 2,000 ft^ remote area • Minimum 11.2 k-factor • Minimum spacing between ceiling sprinklers for storage with density >0.25 = 12'-0" Rev 1.0 - Pizza Port 2730 Gateway Rd, Carlsbad CA ASSOCIAVE-i Page 1 TOPIC CODE SECTION CRITERIA/REQUIREMENTS NFPA-13, 2010, Sections 3.9.3.7.5, 3.9.3.7.7, 13.2.1, Table 13.2.1, Figure 13.2.1, Table 8.6.2.2.1(b), and Sections 12.6.1 and 8.5.6.1 NFPA-13, 2010, Sections 3.9.3.7.5, 3.9.3.7.7, Table 16.2.1.3.2, Figure 16.2.1.3.2(c), Table 16.2.1.3.5, Table 8.6.2.2.1(d) and Sections 12.6.3 and 8.5.6.1 NFPA-13, 2010 Section A5.2, Fig. 11.2.3.1.1 and Table 11.2.3.1.2 NFPA-13, 2010 Section A.5.3.1, Rev 1.0-Pizza Port 2730 Gateway Rd, Carlsbad, CA • Maximum coverage area with density >0.25 = 100 tf each • Hose allowance 500 gpm • Minimum clearance between the sprinkler deflector and the top of storage shall be at least 18" Food Cooler - Non-High Piled Storage • Maximum Storage Height: < 8'-0" • Maximum Ceiling Height: < 22'-0" • Aisle Widths: > 8'-0" • Approximate Square Footage: 640 • Commodity: Class I-III • Single-Row Racks • Open shelves, area > 50% open Ceiling Sprinkler Design Density Required: * High temperature (286°F), Control mode density area (CMDA) ceiling sprinklers • Minimum density 0.2 gpm/ft^, over 1,500 tf remote area • Minimum 5.6 k-factor • Minimum spacing 15'-0" between sprinklers • Maximum coverage area 130 tf each • Hose allowance 250 gpm • Minimum clearance between the sprinkler deflector and the top of storage shall be at least 18" Dry Storage - High Piled Storage • Maximum Storage Height: < 20'-0" • Maximum Ceiling Height: < 24'-0" " Aisle Widths: > 8'-0" • Approximate Square Footage: 1,093 • Commodity: Class I-III • Single-Row Racks • Open shelves, area > 50% open Ceiling Sprinkler Design Density Required: • High temperature (286°F), Control mode density area (CMDA) ceiling sprinklers • Minimum density 0.37 gpm/ft^, over 2,000 tf remote area • Minimum 11.2 k-factor • Minimum spacing between ceiling sprinklers for storage with density >0.25 = 12'-0" • Maximum coverage area with density >0.25 = 100 tf each • Hose allowance 500 gpm • Minimum clearance between the sprinkler deflector and the top of storage shall be at least 18" Offices. Restaurant Seating Areas For information only - not within the scope Light Hazard Occupancy 0.1/1500; 100 gpm hose demand w/ duration of 30 min. Restaurant Service Areas KLAUSBRUCKKiER AND ASSOCIATES Page 2 TOPIC CODE SECTION CRITERIA/REQUIREMENTS Fig. 11.2.3.1.1 and Table 11.2.3.1.2 NFPA-13, 2010 Section A.5.3.2, Fig. 11.2.3.1.1 and Table 11.2.3.1.2 For information only - not within the scope Ordinary Hazard Group 1 Occupancy 0.15/1500; 250 gpm hose demand w/ duration of 60 min. Manufacturing Areas For information only - not within the scope Ordinary Hazard Group 2 Occupancy 0.2/1500; 250 gpm hose demand w/ duration of 60 min Recommended: 0.37/2000 plus 500 gpm hose allowance for more future flexibility [e.g. storage of food products as indicated above] Smoke and Heat Vents CFC Table 2306.2, Section 910.2, Table 910.3 Not required for high piled storage of Class I-III commodity area <12,000 ftl Flue Spaces CFC Table 2308.3 Single Row Racks: Transverse - 3-inches required Longitudinal not required Draft Curtains CFC Table 2306.2 Draft Curtains are not required by Chapter 23 if the building is sprinklered Building Access & Doors CFC Table 2306.2, Section 503.1.3, Section 2306.6 and 2306.6.1 • Access roads required by CFC Section 503 • Access doors are not required by Chapter 23 as high piled storage of Class I-IIl commodity < 12,000 ft^ • Access roads are existing and have been approved as part of the shell building plans. Hose Connections Not required unless exit passageways are proposed within the high piled storage areas. Aisle Width CFC 2306.9 CFC Table 4604.18.2 • Minimum required aisle width is 44" • Dead ends <50' 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, pumps, tanks, water levels and temperatures, critical air pressure and water-flow switches on all sprinkler systems shall be electrically monitored. Fire Extinguishers CFC 906.1 & Table 906.3(1) High-piled Storage Areas: 4A20BC; max travel distance 75'; max area per extinguisher 4,000 ft^ Haz/Materials N/A NA. Not Part of the Scope of This Report except for combustible dust generation within the Mill Room. See section 5 of this report. Allowable Area CBC Table 503 Existing Building. No proposed changes to type of construction, building square footage or occupancy. Rev 1.0-Pizza Port tS\ KLAUSBRUCKWER Jff AND ASSOCIATES Page 3 2730 Gateway Rd, Carlsbad CA tS\ KLAUSBRUCKWER Jff AND ASSOCIATES 2. Introduction The following is a high-piled combustible storage code compliance report for Pizza Port, located at 2730 Gateway Rd., Carlsbad, Califomia. This report does not include all the requirements for office, shipping, or the hazardous materials storage and use, except for the indoor storage and use of grains & hops. This report is intended to help both the owners and the fire department in expediting plan review and effectively determine the requirements necessary to meet the Fire Code. This report is based on the 2010 Editions of the California Fire Code and the Building Code, and the 2010 edition of NFPA-13, Standard for the Installation of Sprinkler Systems. Rev 1.0-Pizza Port >)f AND ASSOCIATES Page 4 2730 Gateway Rd, Carlsbad, CA >)f AND ASSOCIATES 3. Building Construction, Design, and Occupancies 3.1 Building Construction & Design Pizza Port plan to occupy 27,580 sq ft of the proposed building. The proposed square footage of the building is approximately 36,859 sq ft. Approximately 2,593 sq ft will be used by Pizza Port for high piled storage. {Attachment #1). 3.2 Occupancies The facility is currently used as a warehouse, assembly area and office space. Rack storage, in single row racks with open shelves and aisles of at least 8'-0" is present in the storage areas. Pizza Port will be classified overall as an A-2/B/F-1/S-1 Occupancy as defined by CBC 302-311. (Attachment #2) Area Approximate Square Occupancy Footage Pizza Port First Floor Storage: 8,494 S-1 High Piled Storage: 2,593 S-1 Manufacturing: 12,486 F-1 Restaurant: 1,697 A-2 Offices: 0 B Pizza Port Second Floor Storage: 317 S-1 High Piled Storage: 0 S-1 Manufacturing: 0 F-1 Restaurant: 1,754 A-2 Offices: 2,832 B Pizza Port TI 27,580 A-2/B/F-1/S-1 Unimproved Areas 9,279 B/F-l/S-1 Total Building: 36,859 A-2/B/F-1/S-1 Rev 1.0-Pizza Port ivV KLAUSBRUCKWE^K YfJ AND ASSOCIATES Page 5 2730 Gateway Rd., Carlsbad, CA ivV KLAUSBRUCKWE^K YfJ AND ASSOCIATES 4- High Piled Storage The commodities are Class I-III stored non-encapsulated, uncartoned, on conventional pallets on open shelving in single row racks. The overall commodity classification per CFC Section 2303.2 through 2303.7.1 is designated as Class III. (Attachment #3). Products (Attachment #3) Method of Storage Storage Height Cartoned? Encapsulated? Commodity Class Location Beer, Wine & Hops Rack < 20'-0" No No Class I-III Beer Cooler Food [onions, cheese, dough, etc.] in plastic binboxes/ containers, non- combustible liquids in plastic containers, etc. Rack < 8'-0" Yes No Class I-III Food Cooler* Food in plastics containers, food in non-combustible containers, flour & sugar in paper bags, grains [barley, rice, oats] in cartons Rack < 20'-0" Yes No Class I-III Dry Storage * Area is not considered as high pilec storage. Per CFC Section 2304.1, a high-piled combustible storage area shall be based on the highest hazard commodity class stored except as provided in Section 2304.2. The highest commodity stored in this building is Class III. (Attachment #4) Based on Table 2306.2, the following fire protection requirements will be provided by Pizza Port to meet the requirements of CFC Chapter 23 and NFPA 13 for the entire storage area (Attachment #5): Rev 1.0-Pizza Port KLAiJS8»UCK.NrR Iff A^^O AS&OClATeS Page 6 2730 Gateway Rd., Carlsbad, CA KLAiJS8»UCK.NrR Iff A^^O AS&OClATeS 4.1 Automatic Fire Sprinkler System 4.1.1 Beer Cooler - High Piled Storage The following requirements are based on NFPA 13 (2010 Edition) (Attachment #6): Type of Rack: Type of Rack Shelving: Approximate Square Footage: Commodity Stored: Flue Spaces for Standard Racks: Single Row Racks 50% or greater open 1,500 Class III commodities Single Row Racks - 3' Transverse; Longitudinal not required Aisle Widths: Storage Height: Ceiling Height: > 8'-0" <20'-0" < 22'-0" Ceiling Sprinkler Density Required: Control Mode Density Area (CMDA) upright or pendent sprinklers, minimum 11.2 k-factor sprinkler, density of 0.37 gpm/ft^ over 2,000 ft^ remote area, maximum coverage area 100 ft^, maximum spacing between sprinklers 12'-0", high temperature sprinklers, minimum clearance from top of storage to sprinkler deflector of 18", hose allowance 500 gpm 4.1.2 Dry Storage - High Piled Storage The following requirements are based on NFPA 13 (2010 Edition) (Attachment #6): Type of Rack: Type of Rack Shelving: Approximate Square Footage: Commodity Stored: Flue Spaces for Standard Racks: Single Row Racks 50% or greater open 1,093 Class III commodities Single Row Racks - 3' Transverse; Longitudinal not required Rev 1.0-Pizza Port KLAUSBRUCKNEW \}f A^j!3 ASSOCIATES Page 7 2730 Gateway Rd., Carlsbad, CA KLAUSBRUCKNEW \}f A^j!3 ASSOCIATES Aisle Widths: Storage Height: Ceiling Height: > 8'-0" <20'-0" <24'-0" Ceiling Sprinkler Density Required: Control Mode Density Area (CMDA) upright or pendent sprinklers, minimum 11.2 k-factor sprinkler, density of 0.37 gpm/ft^ over 2,000 ft^ remote area, maximum coverage area 100 ft^, maximum spacing between sprinklers 12'-0", high temperature sprinklers, minimum clearance from top of storage to sprinkler deflector of 18", hose allowance 500 gpm 4.1.3 Food Cooler - Non-High Piled Storage The following requirements are based on NFPA 13 (2010 Edition) (Attachment #7): Type of Rack: Type of Rack Shelving: Approximate Square Footage: Commodity Stored: Flue Spaces for Standard Racks: Aisle Widths: Storage Height: Ceiling Height: Single Row Racks 50% or greater open 640 Class I-III commodities, cartoned Not required > 8'-0" < 8'-0" <22'-0" Ceiling Sprinkler Density Required: Control Mode Density Area (CMDA) upright or pendent sprinklers, minimum 5.6 k-factor sprinkler, density of 0.2 gpm/ft^ over 1,500 ft^ remote area, maximum coverage area 130 fl^, maximum spacing between sprinklers 15'-0", high temperature sprinklers, minimum clearance from top of storage to sprinkler deflector of 18", hose allowance 500 gpm Rev 1.0-Pizza Port KLAiJSBRUCK.NER Page 8 2730 Gateway Rd., Carlsbad, CA >)f AND ASSOCIATES 4.1.4 Offices & Restaurant Seating Areas The following requirements are based on NFPA 13, 2010 Edition. (Attachment #8): CFC Occupancy Classification: NFPA 13 Occupancy: Design Density Proposed: Hose Stream: B/A-2 Light hazard 0.1/1500 100 gpm for combined inside and outside hose stream demand w/ duration of 30 min. The above information is for background information. Complete compliance of office areas and restaurant seating areas are not within the scope of this report. 4.1.5 Restaurant Service Areas The following requirements are based on NFPA 13, 2010 Edition. (Attachment #9): CFC Occupancy Classification: NFPA 13 Occupancy: Design Density Proposed: Hose Stream: F-1 Ordinary Hazard Group 1 0.15/1500 250 gpm for combined inside and outside hose stream demand w/ duration of 60 min. The above information is for background information. Complete compliance of office areas and restaurant seating areas are not within the scope ofthis report. 4.7.6 Manufacturing Areas The following requirements are based on NFPA 13,2010 Edition. (Attachment #10): CFC Occupancy Classification: NFPA 13 Occupancy: Design Density Proposed: Hose Stream: Recommended: F-1 Ordinary Hazard Group 2 0.2/1500 250 gpm for combined inside and outside hose stream demand w/ duration of 60 min. 0.37/2000 plus 500 gpm hose allowance for more future flexibility [e.g. storage of food products as indicated above] The above information is for background information. Complete compliance of office areas and restaurant seating areas are not within the scope of this report. Rev 1.0 - Pizza Port iS\ KLALSSBRUCKiVEf* \jf Af^D ASSCClATe-^ Page 9 2730 Gateway Rd., Carlsbad, CA iS\ KLALSSBRUCKiVEf* \jf Af^D ASSCClATe-^ 4.2 Alarm/Monitoring Per CFC 903.4, all valves controlling the water supply for automatic sprinkler systems, pumps, tanks, water levels and temperatures, critical air pressures, and water-flow switches on all sprinkler systems (if serving >20 sprinklers) shall be electrically supervised by a listed fire alarm control unit. Alarm, supervisory and trouble signals shall be distinctly different and shall be automatically transmitted to an approved supervising station or, when approved by the fire code official, shall sound an audible signal at a constantly attended location. One exterior approved audible device shall be connected to every automatic sprinkler system in an approved location. 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 building fire alarm system is installed, actuation of the automatic sprinkler system shall actuate the building fire alarm system. Visible alarm notification appliances shall not be required except when required by Section 907. (Attachment #11) 4.3 Building Access/Doors Where access is required in CFC Section 503, fire apparatus access roads shall be provided within 150 feet of all portions of the exterior walls of the first story of the building or facility as measured by an approved route. 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 an increase in the minimum access widths where they are inadequate for fire or rescue operations. Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be surfaced so as to provide all-weather driving capabilities. The required tuming 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 tuming 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 angles of approach and departure for the fire apparatus access roads shall be within the limits established by the fire code official based on the fire department's apparatus. (Attachment #12) Access doors are not required by chapter 23, as high piled storage of Class I-IV commodities does not exceed 12,000 ft^ (Attachment #12). Rev 1.0-Pizza Port KLAUSBRUCKNER Yff AfriD ASSOCIATES Page 10 2730 Gateway Rd., Carlsbad, CA KLAUSBRUCKNER Yff AfriD ASSOCIATES 4.4 Smoke and Heat Vents Based on CFC Table 2306.2, smoke and heat vents are not required for high piled storage areas of Class I-IV commodities if < 12,000 ft^. (Attachment #13) Based on CFC Section 910.2.1, smoke and heat vents are not required in buildings and portions thereof used as a Group F-1 or S-1 occupancy having less than 50,000 square feet of undivided area. (Attachment #13) Smoke and heat vents are not proposed for this project. 4.5 Draft Curtains No draft curtains are required by Chapter 23, Table 2306.2 ofthe CFC. (Attachment #14) 4.6 Fire Extinguishers Per CFC Section 906, portable fire extinguishers shall be installed in occupancies and locations as required by the chief (Attachment #15) Storage Areas: 4A20BC (a Travel Distance < 75 Feet The owners agree to comply with the requirements for fire extinguishers. One extinguisher may provide coverage to a maximum of 4000 ft^. Fire extinguisher types and locations will be provided by the owners or fire extinguisher vendor and approved by the fire department. 4.7 Aisle Widths Per CFC 2306.9.1.1, aisles in sprinklered buildings shall be a minimum of 44 inches. Per CFC 2306.9.1 (Exception 1) cross aisles used only for employee access between aisles shall be a minimum of 24 inches in width. (Attachment #16). Dead ends greater than 50 feet in high piled storage areas is not recommended. The owners agree to meet the above requirements for aisle widths, and dead ends. Rev 1.0-Pizza Port i/V\ KtAUSBRUCKNESf >f 1 AMD ASSOCIATES Page 11 2730 Gateway Rd., Carlsbad CA i/V\ KtAUSBRUCKNESf >f 1 AMD ASSOCIATES 4.8 General Fire Protection & Maintenance The following are general maintenance and safety requirements, of which Pizza Port agrees to comply with: • Per CFC 2305.3, smoking shall be prohibited. Approved "NO SMOKING" signs shall be conspicuously posted. (Attachment #17) • Per CFC 2305.4, 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 unobstmcted. During restocking operations using manual stocking methods, a minimum unobstmcted aisle width of 24 inches of the required aisle width shall be maintained in 48 inch or smaller aisles. (Attachment #17). Per CFC 2308.3, flue spaces shall be maintained for rack storage (Attachment #17). • Single Row Racks: Transverse - 3-inches & Longitudinal- None Required Rev 1.0-Pizza Port iV\ KLALSSBRUCKWEff Page 12 2730 Gateway Rd., Carlsbad, CA \ff AND ASSOCIATES 5. Indoor Combustible Dust Generation 5.1 Grains The grain augur delivers grain from outdoor silos to the mill room, which is a closed system use. The grain is milled in the mill room and then conveyed to the Ketfle using an augur [closed system use]. Therefore the only portion of the system where grain is used in open system use is in the milling room. Dust collection is proposed for the mill room directly over the milling equipment to collect the dust at the point of generation. (Attachment #18). All equipment within the room shall be listed for its use. Additionally Class II, Division 2 is recommended for the room to per CEC. (Attachment #18) Per CFC Section 1303, the following additional requirements apply (Attachment #18): • Smoking or the use of heating or other devices employing an open flame, or the use of spark-producing equipment is prohibited in areas where combustible dust is generated, stored, manufactured, processed or handled. • Accumulation of combustible dust shall be kept to a minimum in the interior of buildings. Accumulated combustible dust shall be collected by vacuum cleaning or other means that will not place combustible dust into suspension in air. Forced air or similar methods shall not be used to remove dust from surfaces. 5.2 Hops Not applicable. Hops are taken from the Beer Cooler and poured directly into the kettles. Other than grain, no other materials are milled or ground such that combustible dust is generated. Rev LO-Pizza Port JvV KLAUSBRUCKf^ER Page 13 2730 Gateway Rd., Carlsbad, CA yjf AND ASSOCtATES 6. 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 #19): 6.1 Restaurant Areas [A-2 Occupancy] • Per CBC 1005, egress width components other than stairways shall be 0.2/occupant. • Per CBC 1028.8, the common path of egress travel shall not exceed 30 feet from any seat to a point where an occupant has a choice of two paths. • Per CBC Table 1015.1, one means of egress allowed for spaces with maximum occupant load of 49. • Per CBC Table 1016.1, exit access travel distance shall not exceed 250 feet. • Per CBC 1018.4, dead ends in corridors shall not exceed 20 feet. 6.2 Offices [B Occupancy] Per CBC 1005, egress width components other than stairways shall be 0.2/occupant. Per CBC 1014.3, the common path of egress travel shall not exceed 100 feet. Per CBC Table 1015.1, one means of egress allowed for spaces with maximum occupant load of 49. Per CBC Table 1016.1, exit access travel distance shall not exceed 300 feet. Per CBC 1018.4, dead ends in corridors shall not exceed 50 feet. 6.3 Manufacturing [F-1 Occupancy] Per CBC 1005, egress width components other than stairways shall be 0.2/occupant. Per CBC 1014.3, the common path of egress travel shall not exceed 100 feet. Per CBC Table 1015.1, one means of egress allowed for spaces with maximum occupant load of 49. Per CBC Table 1016.1, exit access travel distance shall not exceed 250 feet. Per CBC 1018.4, dead ends in corridors shall not exceed 50 feet. 6.4 Storage [S-1 Occupancy] Per CBC 1005, egress width components other than stairways shall be 0.2/occupant. Per CBC 1014.3, the common path of egress travel shall not exceed 100 feet. Per CBC Table 1015.1, one means of egress allowed for spaces with maximum occupant load of 29. Per CBC Table 1016.1, exit access travel distance shall not exceed 250 feet. Per CBC 1018.4, dead ends in corridors shall not exceed 50 feet. Rev 1.0 - Pizza Port 2730 Gateway Rd, Carlsbad CA K L A iJ S B R U C K N E rf Af^O ASSOCIATES Page 14 7. Exposures 7.1 Occupancy Separation Based on CBC Table 508.3.3, there are no requirements for mixed occupancy fire barrier walls between B, F-1, and S-1 occupancies (Attachment #20). Additionally per CBC 508.3.3, no separation is required between non-separated occupancies [i.e. no separation is required between A-2 and B, F-1 or S-1] if the following conditions are met: • Nonseparated occupancies shall be individually classified in accordance with Section 302.1. The requirements of this code shall apply to each portion of the building based on the occupancy classification of that space except that the most restrictive applicable provisions of CFC Chapter 9 shall apply to the building or portion thereof in which the nonseparated occupancies are located. • The allowable building area and height of the building or portion thereof shall be based on the most restrictive allowances for the occupancy groups under consideration for the type of construction ofthe building in accordance with Section 503.1. Per CFC Section 2306.3.2.1, the aggregate of all high-piled storage areas within a building shall be used for the application of Table 2306.2 unless such areas are separated from each other by 1-hour fire barrier walls constmcted in accordance with the California Building Code. Openings in such walls shall be protected by opening protective assemblies having a 1-hour fire protection rating. One-hour fire barrier walls will be provided between Pizza Port and any adjacent tenants in the future if the adjacent tenant chose to store in a high piled storage array. 7.2 Allowable Area and Sideyards Not within the scope of this report. See architectural plans. Rev 1.0-Pizza Port iS\ KLAUSBRUCKNtPf Jjf AND ASSOCfATSS Page 15 2730 Gateway Rd., Carlsbad CA iS\ KLAUSBRUCKNtPf Jjf AND ASSOCfATSS 8. Conclusion It is the opinion of Klausbruckner & Associates that the above will meet the requirements, and/or intent of the 2010 Edition of the Califomia Fire Code, the 2010 edition of the California Building Code, and the 2010 edition of NFPA 13 Standard for the Installation of Sprinkler Systems, for the type of occupancy and storage. By way of my signature, Pizza Port agrees to meet the storage conditions required and specified in this report. Pizza Port Representative Sign & Print Name Date Rev 1.0-Pizza Port 2730 Gateway Rd., Carlsbad, CA KLAUSBBUCKNEK AfriD ASSOCIATES Page 16 9, Appendix A: Attachments Rev 1.0-Pizza Port Kt.AiJS6RUCKNER >|f AMD ASSOCIATES Page 17 2730 Gateway Rd., Carlsbad, CA Kt.AiJS6RUCKNER >|f AMD ASSOCIATES ATTACHMENT #1 TENANT IMPROVEMENT FOR: PIZZA PORT BRESSI RANCH LOT 10 CARLSBAD, CA SiMO>aao,U 92130 (SSB) 793 - 4777 I 793-47B7 P» ABBREVIATIONS PROJECT DIRECTORY BUILDING TABULATION PARNNQ TABULATION SHEET INDEX ABBREVlATKMSt •05TMG Z0«: "FC / «" BRE5S RANCH HASTED PLAN: "PV EXSTMC LWOUSC DSIRKT: IT DRAWING SYMBOLS O Q -o WALL Oil DETH. KCTOI WAtl OR DCTML KCnM OKRAUMUM KCinil MJUNB) DETAI. snESJ. sm BUUM DATfe FUOOR AREA: STOnCS: coNsmjcnoN m>E.- FKE SPRMKLm FBZA WT 1 MTIIOWILEME WUZ TPM. 2.AII tm tJM 0 i,t5UM OmCE 14 / tooo LFJ • STORAOE n / 1,000 RESTAUMNT AIO EATWO (40 SPACES PLUS II EXCESS OF 4.000 g a^j • ir.tMi Sf; 11.410 Sf^ PUUA • J.491 Si=. • > so s.^. » 9ACES 43 SPACES n SPACES 4a SPACES TOTAL ACCESaonY AREA& D STAos IU" X m COMPACT (TALIS II' X «1i ADA STALiSi tl VAX SPACE REOUnSN TOTAL I WCYCIE PAKKMG PROVDED: SHCMT-TBM omct MAMFACTURMG: STORAGE: RESTAURAMT 12.466 1.697 Z.S32 12.486 Bjni 3.451 S PKMOED CODES APN \ LEGAL DESCRIPTION SUBMITTAL ITEMS A.PM. 213-263-24, 25. 26 SPECIAL INSPECTIONS PROJECT ADDRESS SriEPLAN APPROVALS PERMIT NUMBER SCOPE OF WORK ZrjM S.F. TENANT IVROVEHEIIT M AN EXBTM COtD BHBl CONSBTS OF A RESTAWIAHT. OmCCS. HAMIFACniHNG AMD STOMGE USES. MANUFACTUnstt ACTIHTES tni SCUDE Sffil PUWUCTIM AM> STORAOt AMD BUU FOOD PRffARATDN FOR oeTTIBUTKM TD PlUA PORT RESTAWANIS. VIONITYMAP PROJECT SHE* OC o Soc ujo DC D. << ou = 0. I- < z UJ Ptan Check BMSel PamHSel TSI SUE PLAN 55 o o ~EX SriNGi ROi-. BUILDING TABULATION PROJECT ZONING: SITE AC SITE S.F. SHELL BUILDING DATA: FLOOR AREA: STORIES: CONSTRUCTION TYPE: FIRE SPRINKLED: EXISTING ZONE: "PC / PM" BRESSI RANCH MASTER PLAN: "PM" EXISTING LANDUSE DISTRICT: "PI" 2.845 ACRES 123,928 S.F. 36,859 S.F. (31.956 S.F. 1ST FLOOR, 4.903 S.F. 2ND FLOOR 2 STORY TYPE lll-B YES SITE ACCESSORY AREAS: EQUIPMENT YARD: EATING PLAZA: 897 S.F. 849 S.F. TOTAL ACCESSORY AREAS; 1,728 S.F. PIZZA PORT TENANT IMPROVEMENT AREAS: 1ST FLOOR 2ND FLOOR TOTAL OFFICE: 0 2,832 2,832 MANUFACTURING: 12,486 0 12,486 STORAGE: 8,494 317 8,811 RESTAURANT: 1,697 1,754 3,451 22,677 4,903 27,580 PARKING T4^ULATI0N BUILDING USES: PIZZA PORT Tl UNIMPROVED LEASE SPACE TOTAL OFFICE: 2.832 1.097 3.929 MANUFACTURING: 12.486 4.563 17.049 STORAGE: 8,811 3,619 12.430 RESTAURANT: 3.451 0 3.451+849 TOTAL: 27.580 9,279 36.859 PARKING REQUIRED: OFFICE (4 / 1.000 S.F.) 0 3.929 S.F.: MANUFACTURING (2.5 / 1.000 S.F.) 0 17.049 S.F.: STORAGE (1 / 1.000 S.F.) 0 12.430 S.F.: RESTAURANT AND EATING PLAZA 13 3.451 S.F. + 849 S.F. PLAZA (40 SPACES PLUS 1 SPACE / 50 S.F. IN EXCESS OF 4.000 S.F.) 16 SPACES 43 SPACES 13 SPACES 46 SPACES TOTAL: PARKING PROVIDED: STANDARD STALLS (8.5' X 20'): COMPACT STALLS (8' X 15'): ADA STALLS: (1 VAN SPACE REQUIRED) TOTAL : BICYCLE PARKING PROVIDED: SHORT-TERM: LONG-TERM: 118 REQUIRED 87 (74%) 26 (23%) 5 (1 VAN) 118 PROVIDED 6 6 (5%) (5%) 12 PROVIDED I /->l«KI«IUnDIU>Olt M/Bocc m/'r\ 1ST FLOOR EGRESS AND OCCUPANCY PLAN SCALE; 3/32- > r-O" SOU, im- • !•-«• TRUE NORTH ATTACHMENT #2 BUILDING TABULATION PROJECT ZONING: SITE AC SITE S.F. SHELL BUILDING DATA: FLOOR AREA: STORIES: CONSTRUCTION TYPE: FIRE SPRINKLED: EXISTING ZONE: "PC / PM" BRESSI RANCH MASTER PLAN: "PM" EXISTING LANDUSE DISTRICT: "PI" 2.845 ACRES 123,928 S.F. 36,859 S.F. (31.956 S.F. 1ST FLOOR, 4,903 S.F. 2ND FLOOR; 2 STORY TYPE lll-B YES SITE ACCESSORY AREAS: EQUIPMENT YARD: EATING PLAZA: 897 S.F. 849 S.F. TOTAL ACCESSORY AREAS: 1.728 S.F. PIZZA PORT TENANT IMPROVEMENT AREAS: 1ST FLOOR 2ND FLOOR TOTAL OFFICE: 0 2.832 2.832 MANUFACTURING: 12,486 0 12,486 STORAGE: 8,494 317 8,811 RESTAURANT: 1,697 1,754 3,451 22,677 4.903 27,580 PARKING TAiBULATION BUILDING USES: PIZZA PORT Tl Ur^PROVED LEASE SPACE TOTAL OFFICE 2.832 1.097 3.929 MANUFACTURING: 12.486 4.563 17.049 STORAGE: 8.811 3.619 12.430 RESTAURANT: 3.451 0 3.451+849 TOTAL: 27.580 9.279 36.859 PARKING REQUIRED: OFFICE (4 / 1.000 S.F.) 0 3.929 S.F.: MANUFACTURING (2.5 / 1.000 S.F.) 0 17.049 S.F.: STORAGE (1 / 1.000 S.F.) 0 12.430 S.F.: RESTAURANT AND EATING PLAZA 0 3.451 S.F. • 849 S.F. PLAZA (40 SPACES PLUS 1 SPACE / 50 S.F. IN EXCESS OF 4,000 S.F.) 16 SPACES 43 SPACES 13 SPACES 46 SPACES TOTAL: PARKING PROVIDED: STANDARD STALLS (8.5' X 20'): COMPACT STALLS (8' X 15'): ADA STALLS: (1 VAN SPACE REQUIRED) 118 REQUIRED 87 (74%) 26 (23%) 5 (1 VAN) TOTAL : BICYCLE PARKING PROVIDED: SHORT-TERM: LONG-TERM: 118 PROVIDED 6 6 (5%) (5%) 12 PROVIDED CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION SECTION 301 GENERAL 301.1 Scope. The provisions of this chapter shall control the classification of all buildings and structures as to use and occu- pancy. SECTION 302 CLASSIFICATION 302.1 Gmmi. StmctiHes ss potdoas of stmctuns ttaSi be classified with respect to occupancy in one or more ^ the groups Usted below. A room ot cpace that is intended to be occupied at different times for diffierent puiposes shall comply with all of Ihe lequirements that an applicable to each of the puiposes for whidi die room or ipaoe will be occofned. Stnic- tutes with multiple occupaacies or uses shall comply with Sec- tion 506. Where a strtictiBe is proposed fm: a purpose that is not specifically provided for in this code, sudi structure shall be classified in the group that the occupancy most nearly resem- bles, accon&tg to die fire safety and relative hazard involved. 1. Assembly (see Section 303): Groups A-l, A-2, A-3, A-4 aad AH5 2. Bushiess(seeSectioB304):GrMipB 3. Educational (see Section 303): Group E 4. VtKtoiy and Indsttial (see Section 306); Groups F-1 »idF-2 5. High Hazard (see Section 307): QrcHips H-1, H-2,H-3. H-4azidH-5 6. InstitutioBal(seeSection3(%): Groups I-l, 1-2,1-3 and SiliilBBtiiiMliliiii^ 7. Laboratory (ue Sectbm WZi: Grm^ B, unless <dassi- fied as Group L (see Section443) or Group H (see Sec- tion 307). 8. Mercantile (see Section 309): Group M 9. {SFMJ Organizfd Cmnps (see Section 440): Group CIO. 10. {SFMJ Research Leboratories (see Section 443): Qra^L JL Reskl^tial^see See^ 310): Qtoaps R-l, R-2, R-2.1, R-3,j?-i.iftBdft4 12. Storage (see Sectioa 31 ly. CkK^ S-1 a&d S-2 13. Utility and Miscellaneous (see Section 312): Group U {SFMJ Existing buildings housing existing protective social care homes or faciUties estabUshed prior to 1972 (see Section 3413). 392.L1 Reserved 302.1J Reserved 302.1.3 Pharmacies; veterinary facilities; bartering, cos- metology or electrolysis establishments; and acupuncture offices. See Chapter 12. SECTION 303 ASSEMBLY GROUP A 303.1 Assembly Group A. Assembly Group A occupancy includes, among others, the use of a building or structure, or a portion thereof, for the gathering of persons for purposes such as civic, social or religious functions; recreation, food or drink consumption or awaiting transportation or motion picture and television production studio sound stages, approved produc- tion facilities and production locations. Exceptions: 1. A building or tenant space used for assembly pur- poses with an occupant load of less than 50 persons shall be classified as a Group B occupancy. 2. A room or space used for assembly purposes with an occupant load of less than 50 persons and accessory to another occupancy shall be classified as a Group B occupancy or as part of that occupancy. 3. A room or space used for assembly purposes that is less than 750 square feet (70 m^) in area and accessory to another occupancy shall be classified as a Group B occupancy or as part of that occupancy. 4. Assembly areas that are accessory to Group E occu- pancies are not considered separate occupancies except when applying the assembly occupancy requirements of Chapter IIB. 5. Accessory religious educational rooms and religious auditoriums with occupant loads of less than 100 are not considered separate occupancies. Assembly occupancies shall include the following: A-l Assembly uses, usually with fixed seating, intended for the production and viewing of the performing arts or motion pictures including, but not limited to: Motion picture and television production studio sound stages, approved production facilities and production locations, (with live audiences). Motion picture theaters Symphony and concert halls Television and radio studios admitting an audience Theaters A-2 Assembly uses intended fm food and/or diink con- sumption including, but •aot linuted to: Banquet halls Night clubs 2010 CAUFORNIA BUILDINQ CODE 59 USE AND OCCUPANCY CLASSIFICATION Restauruitr Tav«n» and bars A-3 Assembly uses intended for worship, recreation or amusement and other assembly uses not classified else- where in Group A including, but not limited to: Amusement arcades Art galleries Bowling alleys Community halls Courtrooms Dance halls (not including food or drink consump- tion) Exhibition halls Funeral parlors Gymnasiums (without spectator seating) Indoor swimming pools (without spectator seating) Indoor tennis courts (without spectator seating) Lecture halls Libraries Museums Places of religious worship Pool and billiard parlors Waiting areas in transportation terminals A-4 Assembly uses intended for viewing of indoor sporting events and activities with spectator seating including, but not limited to: Arenas Skating rinks Swimming pools Tennis courts A-5 Assembly uses intended for participation in or viewing outdoor activities including, but not limited to: Amusement park structures Bleachers Grandstands Stadiums 303.2 Fixedguideway transit systems. [SFM] Fixed guideway transit system buildings shall conform to the requirements of this code for their occupancy classification in addition to the provisions set forth in Section 433. 303.3 Subterranean spaces for winery facilities in natural or manmade caves. [SFM] For fire and life safety requirements, see Section 436. SECTION 304 BUSINESS GROUP B 304.1 Bttdness Gnmp B. Business Gsmp B occupancy includes, at«>ng olhen^ the use (tf a buikiiag or structure, or a portitm theretrf, to (^!^,profes^Hud or sc^idce-type transac- tions, faKdudtng MOfi^ of reccHds and accounts. Business occupancies diaBiacA^ but not be lirruted to, diefollowing: Airport traffic ccMitrol towers Auriittlatcxy health care facilities ser^g five or fewer patients (see SecttM ^8Jl.2fwrffa^lits sermtg num than five patiettts) Amumal hospitals, kennds and pounds Banks Harbor and beauty shops Car wash Civic admimstration Clinic—-oti^patient [SFMJ (not dass^ed as Grmqt 1-2.1) Dry cleaning and laundries: pick-i^ and ddiveiy statioDS and self-service Educational occupancies for students above the i 2lh grade ]Sectronic data proceasii^ LaboratfHies: testing, researdi md [SFM] instmcthn Maisx vehicte showrtxMns Post offices I^ntshqi^ tYofesdoDal services (ardhitects. attorneys, deatists. physicians, engineers, etc.) Radio and television stations Telephone exchanges Training and skill development not within a school or academic program 304.1.1 I>eflidtioi& Tbe foltowiiig wotds Md for die puiposes of this section and M used alseirhMe in tfA code, have the meanings ibowa hereh. CLINIC, OUTPATIENT. BuUd^ or poittoM thereof used to provide medical care on tesslhaa ft 24<iKwr basis to individuals who are not clairt/Mof nomuntefalofy or frctf- ridlden or rendered incapable of ielf<p(eservatiaa by fhe ser> vices provided. SECTION 305 EDUCATIONAL GROUP E 305.1 Educational Group E. Educational Group E occupancy includes, among others, the use of a building or structure, or a portion thereof, by more than six persons at any one time for educational purposes through the 12th grade. Religious educa- tional rooms and religious auditoriums, which are accessory to places of religious worship in accordance with Section 303.1 and have occupant loads of less than 100, shall be classified as A-3 occupancies. Exception: [SFM] A residence used as a home school for the children who normally reside at the residence. Such resi- dences shall remain classified as Group R-2, or Group R-3 occupancies. 305.2 Day care. The use of a building or structure, or portion thereof, for educational, supervision or personal care services for more than six children 2 years of age and older, shall be classified as a Group E occupancy. Exception: [SFM] A Day-care facility not otherwise classi- fied as an R-3 occupancy, where occupants are not capable of responding to an emergency situation without physical assistance from the staff shall be classified as Group 1-4. ti 60 2010 CALIFORNIA BUILDING CODE USE AND OCCUPANCY CLASSIFICATION SECTION 306 FACTORY GROUP F 306.1 Factory Industrial Group E Factory Industrial Group F occupancy includes, among others, the use of a building or structure, or a portion thereof, for assembling, disassembling, fabricating, finishing, manufacturing, packaging, repair or pro- cessing operations that are not classified as a Group H hazard- ous or Group S storage occupancy. 3062 Factory Industrial F-1 Moderate-hazard Occupancy. Factory Industrial uses which are not dassified as Factcny Indistriid F-2 Low Hazard shall be classified as F-1 Moderate Hazard and shall include, but not be limited to. (be following: Aircraft (manufacturing, not to include repair) A|>{diances AStiis&ceqvipiastA Attt^^piK^iles and other motor vehicles Bid^l^'' Beveii^: over 16-perceat alctAol content Bicycles Boats Brooms or brushes Business machines Cameras and photo equipment Gaitm or sindlar fabric Carpets and nigs (indudes cleaning) C3od^ CoostructicHi uid agricultural machinery Disfaiiectants Ekiy cleaning and dyeing ElMtric g^tttatioa plants Electrcxiics Engines (including rebuilding) Fbod {»ocessing Furniture Hen^ products Jute products Laundries Leather products Machinery Metals Millwoik (sash and door) [SFMJ Motion picture and television production studio Sound Stages, Approved Production Facilities and production locations (without live audiences) Musical instruments C^cal goods Paper mills or products Photograjduc film IHastic{»t>ducts Printing CH: publishing Recreational vehicles Refuse incinaation Shoes So^ and detergents Textiles Tobacco Upholstoing Wood; distillation Woodworkii^ (cabinet) 306.3 Factory Industrial F-2 Low-hazard Occupancy. Fac- tory industrial uses that involve the fabrication or manufactur- ing of noncombustible materials which during finishing, packing or processing do not involve a significant fu-e 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 Ceramic products Foundries Glass products Gypsum Ice Metal products (fabrication and assembly) 306.4 Places of meat and poultry inspection. [AGR] 306.4.1 Meat and poultry processing plants. [AGR] See Section 1240. 306.4.2 Collection centers and facilities. [AGR] See Sec- tion 1241. 306.4.3 Renderers. [AGR] See Section 1242. 306.4.4 Horsemeat and pet food establishments. [AGR] See Section 1243. SECTION 307 HIGH-HAZARD GROUP H [F] 307.1 High-hazard Group H. High-hazard Group H occupancy includes, among others, the use of a building or structure, or a portion thereof, that involves the manufactur- ing, processing, generation or storage of materials that consti- tute a physical or health hazard in quantities in excess of those allowed in control areas complying with Section 414, based on the maximum allowable quantity limits for control areas set forth in Tables 307.1(1) and 307.1(2). Hazardous occu- pancies are classified in Groups H-1, H-2, H-3, H-4 and H-5 and shall be in accordance with this section, the requirements of Section 415 and the Califomia Fire Code. Hazardous mate- rials stored, or used on top of roofs or canopies shall be classi- fied as outdoor storage or use and shall comply with the Califomia Fire Code. Exceptions: The following shall not be classified as Group H, but shall be classified as the occupancy that they most nearly resemble. 1. Buildings and stractures occupied for the applica-, tion of flammable finishes, provided that such build- ings or areas conform to the requirements of Section 416 and the Califomia Fire Code. 2010 CALIFORNIA BUILDING CODE 61 USE AND OCCUPANCY CLASSIFICATION 'closely associated rooms, for persons not members of the same family group, under joint occupancy and single management, as in college dormitories or firatemity houses. FULL-TIME CARE. Shall mean the establishment and rou- tine care of persons on an hourly, daily, weekly, monthly, yearly or permanent basis, whether for 24-hours per day or less, and where sleeping accommodations are provided. INFANT. For the purpose of these regulations, shall mean any child who because of age only, is unable to walk and requires the aid of another person to evacuate the building. In no case I I shall the term "infant" mean a child 2 years of age or older MENTALLY RETARDED PERSONS, PROFOUNDLY OR SEVERELY. ShaU mean any retarded person who is unable to evacuate a building unassisted during emergency conditions. Note: The determination as to such incapacity shall be made by the Director of the State Department of Public Health or his or her designated representative pursuant to Health and Safety Code Section 13131.3. NONAMBULATORY PERSONS. Persons unable to leave a building unassisted under emergency conditions. It includes, but is not limited to, persons who depend on mechanical aids such as crutches, walkers and wheelchairs and any person who is unable to physically and mentally respond to a sensory sig- nal approved by the state fire marshal or an oral instruction relating to fire danger. The determination of ambulatory or nonambulatory status of f persons with developmental disabilities shall be made by the Director of Social Services or his or her designated representa- tive, in consultation with the director of Developmental Services or his or her designated representative. The determination of ambulatory or nonambulatory status of all other disabled per- sons placed after January 1,1984, who are not developmentally disabled shall be made by the Director of Social Services or his or her designated representative. RESIDENTIAL CARE FACILITY FOR THE CHRONI- CALLY ILL (RCF/Cl). As termed, means a housing arrange- ment with a maximum capacity of 25 residents that provides a range of services to residents who have chronic, life-threaten- ing illnesses. RESIDENTIAL CARE FACILITY FOR THE ELDERLY (RCFE). As defined in Health and Safety Code Section 1569.2, shall mean a facility with a housing arrangement chosen vol- untarily by persons 60 years of age or over, or their authorized representative, where varying levels and intensities of care and supervision, protective supervision or personal care are pro- vided, based on their varying needs, as determined in order to be admitted and to remain in the facility. Persons under 60 years of age with compatible needs, as determined by the Department of Social Services in regulations, may be allowed to be admitted or retained in a residential-care facility for the elderly. Pursuant to Health and Safety Code Section 13133, regula- tions ofthe state fire marshal pertaining to Group R, Division 2 ^Occupancies classified as residential facilities (RF) and resi- ' dential-care facilities for the elderly (RCFE) shall apply uni- formly throughout the state and no city, county, city and county, including a charter city or charter county, or fire protection district shall adopt or enforce any ordinance or local rule or regulation relating to fire and panic safety which is in consis- tent with these regulations. A city, county, city and county, including a charter city or charter county may pursuant to Health and Safety Code Section 13143.5, or afire protection district may pursuant to Health and Safety Code Section 13869.7, adopt standards more stringent than those adopted by the state fire marshal that are reasonably necessary to accom- modate local climate, geological, or topographical conditions relating to roof coverings for residential-care facilities for the elderly. RESIDENTIAL FACILITY (RF). As defined in Section 1502 ofthe Health and Safety Code, shall mean any family home, group care facility or similarfacility determined by the director of Social Services, for 24-hour nonmedical care of persons in need of personal services, supervision, or assistance essential for sustaining the activities of daily living or for the protection of the individual. Such facilities include small family homes and social rehabilitation facilities. Pursuant to Health and Safety Code Section 13133, regula- tions ofthe state fire marshal pertaining to Group R Occupan- cies classified as residential facilities (RF) and residential-care facilities for the elderly (RCFE) shall apply uniformly throughout the state and no city, county, city and county, including a charter city or charter county, or fire pro- tection district shall adopt or enforce any ordinance or local rule or regulation relating to fire and panic safety which is in consistent with these regulations. A city, county, city and county, including a charter city or charter county may pursuant to Health and Safety Code Section 13143.5, or afire protection district may pursuant to Health and Safety Code Section 13869.7, adopt standards more stringent than those adopted by the state fire marshal that are reasonably necessary to accom- modate local climate, geological, or topographical conditions relating to roof coverings for residential-care facilities for the elderly. TERMINALLY ILL. As termed for an individual, means the individual has a life expectancy of six months or less as stated in writing by his or her attending physician and surgeon. TRANSIENT. Occupancy of a dwelling unit or sleeping unit for not more than 30 days. 310.3 Large Family Day-Care Homes. See Section 445. SECTION 311 STORAGE GROUP 8 311.1 Storage Group S. Storage Group S occupancy includes, among others, the use of a building or stracture, or a pottion dieieof, for stoiage that is not classified as a hazardous occu- pancy. 311.2 Moderate-hazard storage, Group S-1. Buildings occupied for storage uses that are not classified as Group S-2, including, but not limited to, storage of the foUowing: Aerosols. Levels 2 wd 3 Aircraft hangar (st(Mage and repair) I Bags: cloth, budap and paper Bamboos and rattan 74 2010 CALIFORNIA BUILDING CODE USE AND OCCUPANCY CLASSIFICATION Baskets Belting: ctmn and leadier Books and pqwr hindls or packs Boots ukd^toes Buttons, including dodi covered, pearl or bone Cardboard and cardboard boxes Oodiing. woolen wearing ifiparel Cordage Dry boat storage (uidoor) i^iture Van CSues. mudlage, pastes and dze Grains H(»ss ttKtcosdbs, odier dum cdltdoid Lei^hn: Iholeim Lumber Motn- vehicle reptfar garages conqidyisg vndi die maximum allowaMe qumddes of hazardous mattsiaU listed in rnible 307.1(1) (see Section 406.6) HhotoMigiaviags ResiHeM flooring So«f« Tiies,bidkMonf»of Ibbacco, c%MS, cifMcttes and snnff U{4K>lttery and mattresses Wax candles 311.3 Low-hazard storage, Group S-2. Includes, among oth- ers, buildings used for the storage of noncombustible materials such as products on wood pallets or in paper cartons with or without single thickness divisions; or in paper wrappings. Such products are permitted to have a negligible amount of plastic frim, such as knobs, handles or film wrapping. Group S-2 stor- age uses shall include, but not be limited to, storage of the fol- lowing: Asbestos Beverages up to and including 16-percent alcohol in metal, glass or ceramic containers Cement in bags Chalk and crayons Dairy products in nonwaxed coated paper containers Dry cell batteries Electrical coils Electrical motors Empty cans Food products Foods in noncombustible containers Fresh fruits and vegetables in nonplastic trays or containers Frozen foods Glass Glass bottles, empty or filled with noncombustible liquids Gypsum board Inert pigments Ivory Meats Metal cabinets Metal desks with plastic tops and trim Metal parts Metals Mirrors Oil-filled and other types of distribution transformers Parking garages, open or enclosed Porcelain and pottery Stoves Talc and soapstones Washers and dryers SECTION 312 UTILITY AND MISCELLANEOUS GROUP U 312.1 General. Buildings and stractures of an accessory char- acter and miscellaneous stractures not classified in any specific occupancy shall be constracted, equipped and maintained to conform to the requirements of this code commensurate with the fire and life hazard incidental to their occupancy. Group U shall include, but not be limited to, the following: Agricultural buildings Aircraft hangars, accessory to a one- or two-family residence (see Section 412.5) Barns Carports Fences more than 6 feet (1829 mm) high Grain silos, accessory to a residential occupancy Greenhouses Livestock shelters Private garages Retaining walls Sheds Stables Tanks Towers SECTION 313 LABORATORIES GROUP L [SFM] 313.1 Laboratories Group L. [SFM] Group L occupancy includes the use of a building or structure, or a portion thereof, containing one or more laboratory suites as defined in Section 443. 2010 CALIFORNIA BUILDING CODE 75 ATTACHMENT #3 Beer Cooler: Maximum Storage Height of 20' of Class I-III - High Piled Storage EQUH€NT YARD •f ^ SCCMPllUtlCN lUilMCKOOK (Bl'.*' won no ruu ,-!.«« n« lunc njxm A-3/B0CC. 9»/-r^ IST FLOOR EGRESS AND OCCUPANCY PLAN SCALE: 3/3J- . r-O" 8CA.I. V32" • V-V TRUE NORTH HIGH-PILED COMBUSTIBLE STORAGE exceed 40 feet (12 192 mm) in height and storage on racks of high-hazard commodities which exceed 30 feet (9144 mm) in height. HIGH-PILED COMBUSTIBLE STORAGE. Storage of combustible materials in closely packed piles or combustible materials on pallets, in racks or on shelves where the top of storage is greater than 12 feet (3658 mm) in height. When required by the fire code official, high-piled combustible stor- age also includes certain high-hazard commodities, such as rabber tires, Group A plastics, flammable liquids, idle pallets and similar commodities, where the top of storage is greater than 6 feet (1829 mm) in height. HIGH-PILED STORAGE AREA. An area within a building which is designated, intended, proposed or actually used for high-piled combustible storage. LONGITUDINAL FLUE SPACE. The flue space between rows of storage perpendicular to the direction of loading. MANUAL STOCKING METHODS. Stocking methods uti- lizing ladders or other nonmechanical equipment to move stock. MECHANICAL STOCKING METHODS. Stocking meth- ods utilizing motorized vehicles or hydraulic jacks to move stock. SHELF STORAGE. Storage on shelves less than 30 inches (762 mm) deep with the distance between shelves not exceed- ,ing 3 feet (914 mm) vertically. For other shelving arrange- ' ments, see the requirements for rack storage. SOLID SHELVING. Shelving that is solid, slatted or of other constraction located in racks and which obstracts sprinkler dis- charge down into the racks. TRANSVERSE FLUE SPACE. The space between rows of storage parallel to the direction of loading. SECTION 2303 COMMODITY CLASSIFICATION 2303.1 CSasdfkatioB of omimodUies. Cmnmodities shall be classified as Oass 1^ D, HI, IV or high hazard in accordance widi this se^ikm. Matenals &ted wtddn eadi commodity clas- sificafion are assumed to be onmodified fwinysroved combus- tibility characteristics. Use of flame-retiudmg modifiers or the physical form of die material coukt change the classificadon. See Secd(Mi 23(£1.7 ^c]as«ficati<m of Group A, B and C plas- tics. 2303.2 CSass I ctMounodMea. Qass I commodities are essra- tially acMKondnsfibk pro&icts on wooden or imexpanded p(^tb;^tette solid deck pdlets, in mdinary conugated cartons widi ot vHtbout single-ddckness (Sviders, or in (xdinary papn: wrsqiqiings widi or witfaout pallets. Oass I commodities are allowed to ccmtain a Umited amount of Group A plastics in accordance widi Section 23(^.7.4. Exam|^ cS Class I com- modities liKslQite, bm are not linuted to, the following: AlcdK^ beven^ aot exceeding 20-percent alcohol Appliances a<mc<»ntNistible, electrical Cement in bags Ceramics Duiy {Hioducts in oonwkx-coated oontainos (exehtds^ bottles) Dry insectiddes Foods in noncomlmtible containets Fresh fluits and vegetables in nonjdastic trays oroontahiers Frozen foods Glass QlyctA in metal cans Gypsum board Inert materials, bagged Insi^btion, noncombustible NonctHnbustible liquids in plastic containers having less than a 5-gallon (19 L) c^Mdty Noncombustible metal products 2303J Ciaas n comnmdities. Class Q eomaotfties lae Clats I products in slatted wooden crties, B(M «NXidM boxes, vnlli- pk-diickness papeitxiard cartons or aqiiiMlent ownbiNtfble packaging material widi or witbom paflM. ClMt n coanedi ties are aUowed to cont^ a fin^ aimowtt 0f OraMp A datto in accoidance widi Sectkm 2303,7.4. ytit>l>i|iihii of Qm tL commodities indude, but aie not Sodiad tn, the foHow^ Alcoholic beverages not exceeding 20-peieeiM sdoolnl, ia combustible containen Foods in combustible containers Inca^scent or fluorescent light bulbs in caitons TMttly coated fine wire on reels or ia eaitOBS 2303.4 Class m commodities. Qass m eocmno^es are commodities of wood, p^per. natural fiber dodi. or Oroop C plastics or products diereof, widi or widwot pdlets. Ptoduds are allowed to contain limited amoaatt of Groiqi A cr B plas- tics, such as metal Incudes widi i^astic haikBes. pe&ds, seaU and tires. Group A plastics shall be limiled in aocordaace widi Section 2303.7.4. Examples Class 10 cwumodities inchide. but are ncrt limited to, die foUowing: Aerosol, Level i (see Ouqiter 28) CkHttbustible fibeiboaid C<»t. baled Fted. bagged Fertilizers, bagged Food in plastic containers Furniture: wood, natural fiber, iqihdstered, noqilastic, wood or metai wi^ pbotk-padded and covered arnwest^ Glycol in combustible containers not exceeding 25 percent Lubricating or hydraulic fluid in metal cans Lumber Mattresses, excluding foam rubber and foam plastics Noncombustible liquids in plastic containers having a capacity of more dum 3 galkms (t9t^) 322 2010 CALIFORNIA FIRE CODE HIGH-PILED COMBUSTIBLE STORAGE Paints, base, k metal cans Paper, waste, baled Paper and pulp, horizmtal storage, or vMfticd stnage durt is banded or protected with approved wrap Paper in cardboaid boxes Pithrars, excluding foam vekbet and foam plastics nasdc^ooted pqwr fbod ccMitainers Plywood Rags,bakd Rngs, widiout foam baddng Sugar, bagged Wood, baled Wood doors, frames and cabinets Yams of natural fiber and viscose 2303.5 C3ASS rv cwmckHtka. Oass IV commodities are Clau 1, n or m pradncts ooBtatitiag Chotqi A ptastics in 0K&- naiy ecMnHpied cMtons and Qass I, n and m productt widi Gnnqp A fwsdc |«dE«0i4t or 1^ plasties mi&ee-ilSHiiiiit Onap A pl^ dus clw. Tbe totd •BOiiBt flf noi^ee-flowing On»p A plas- tics dnQ be ia acooiduoe «Mi Section 2303.7.4. fixanvles of aass IV etwrnodMcs indade. but are not BiBi^ to, die fd- kmini: AerosoL Leva! a (see Oiaptcsr 28) Akohdic bevera|tf, exceeding 20-perceirt but less dian K^peicent alcohd, hi cam or bottles in caitons doddag, synAetic or nonvisoose Coodwstible metal fwoductt (sdid) nrautwc, fteitfk afbofaMred FurDiture, wood or metai with fdasticcovrais^ and padding Glycd combnatBiie Gontnoers (greater dum 25 percent and h»s diaa SO pcRCttt) lindeon products Painu, otI base in combustible containers Hiarmaceulical, alcoholic dixirs, tonics, etc. Rugs, foam back Shingles, asphdl Thread or yam, synthetic or MjRviscose 2303.6 High-hazard commodities. High-hazard commodi- ties are high-hazard products presenting special fire hazards beyond those of Class I, II, III or IV. Group A plastics not other- wise classified are included in this class. Examples of high-hazard commodities include, but are not limited to, the following: Aerosol, Level 3 (see Chapter 28) Alcoholic beverages, exceeding 80-percent alcohol, in bottles or cartons Commodities of any class in plastic containers in carousel storage Flammable solids (except solid combustible metals) Glycol in combustible containers (50 percent or greater) Lacquers, which dry by solvent evaporation, in metal cans or cartons Lubricating or hydraulic fluid in plastic containers Mattresses, foam rubber or foam plastics Pallets and flats which are idle combustible Paper and pulp, rolled, in vertical storage which is unhanded or not protected with an approved wrap Paper, asphalt, rolled, horizontal storage Paper, asphalt, rolled, vertical storage Pillows, foam rabber and foam plastics Pyroxylin Rubber tires Vegetable oil and butter in plastic containers 2303.7 Classification of plastics. Plastics shall be designated as Group A, B or C in accordance with Sections 2303.7.1 through 2303.7.4. 2303.7.1 Group A plastics. Group A plastics are plastic materials having a heat of combustion that is much higher than that of ordinary combustibles, and a burning rate higher than that of Group B plastics. Examples of Group A plastics include, but are not limited to, the following: ABS (acrylonitrile-butadiene-styrene copolymer) Acetal (polyformaldehyde) Acrylic (polymethyl methacrylate) Butyl rabber E^DM (ethylene propylene rubber) FRPt^iberglass-reinforced polyester) Natural rabber (expanded) Nitrile rabber (acrylonitrile butadiene rabber) PET or PETE (polyethylene terephthalate) Polybutadiene Polycarbonate Polyester elastomer Polyethylene Polypropylene Polystyrene (expanded and unexpanded) Polyurethane (expanded and unexpanded) PVC (polyvinyl chloride greater than 15 percent plasticized, e.g., coated fabric unsupported film) SAN (styrene acrylonitrile) SBR (styrene butadiene rabber) 2010 CALIFORNIA FIRE CODE 323 HIGH-PILED COMBUSTIBLE STORAGE 2303.7.2 Group B plastics. Group B plastics are plastic materials having a heat of combustion and a buming rate higher than that of ordinary combustibles, but not as high as those of Group A plastics. Examples of Group B plastics include, but are not limited to, the following: Cellulosics (cellulose acetate, cellulose acetate butyrate, ethyl cellulose) Chloroprene rabber Fluoroplastics (ECTFE, ethylene-chlorotrifluoroethylene copolymer; ETFE, ethylene-tetrafluoroethylene copolymer; FEP, fluorinated ethylene-propylene copolymer) Natural rabber (nonexpanded) Nylon (Nylon 6, Nylon 6/6) PVC (polyvinyl chloride greater than 5-percent, but not exceeding 15-percent plasticized) Silicone rabber 2303.7J Group C plastics. Group C plastics are plastic materials having a heat of combustion and a buming rate sim- ilar to those of ordinary combustibles. Examples of Group C plastics include, but are not limited to, the following: Fluoroplastics (PCTFE, polychlorotrifluoroethylene; PTre, polytetrafluoroethylene) Melamine (melamine formaldehyde) Phenol PVC (polyvinyl chloride, rigid or plasticized less than 5 percent, e.g., pipe, pipe fittings) PVDC (polyvinylidene chloride) PVDF (polyvinylidene fluoride) PVF (polyvinyl fluoride) Urea (urea formaldehyde) 2303.7.4 Limited quantities of Group A plastics in mixed commodities. Figure 2303.7.4 shall be used to determine the quantity of Group A plastics allowed to be stored in a package or carton or on a pallet without increasing the com- modity classification. SECTION 2304 DESIGNATION OF HIGH-PILED STORAGE AREAS 2304.1 General. High-piled storage areas, and portions of high-piled storage areas intended for storage of a different commodity class than adjacent areas, shall be designed and specifically designated to contain Class I, Class II, Class IH, Class rv 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 2304.2. 2304.2 Designation based on engineering analysis. The des- jignation of a high-piled combustible storage area, or portion thereof, is allowed to be based on a lower hazard class than that of the highest class of commodity stored when a limited quan- tity of the higher hazard commodity has been demonstrated by engineering analysis to be adequately protected by the auto- matic sprinkler system provided. The engineering analysis shall consider the ability of the sprinkler system to deliver the higher density required by the higher hazard commodity. The higher density shdl be based on the actual storage height of the pile or rack and the minimum allowable design area for sprin- kler operation as set forth in the density/area figures provided in NFPA 13. The contiguous area occupied by the higher haz- ard commodity shall not exceed 120 square feet (11 m^) and additional areas of higher hazard commodity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprin- kler system shall be capable of delivering the higher density over a minimum area of 900 square feet (84 m^) for wet pipe systems and 1,200 square feet (Ul m^) for dry pipe systems. The shape of the design area shall be in accordance with Sec- tion 903. SECTION 2305 HOUSEKEEPING AND MAINTENANCE 2305.1 Rack structures. The stractural integrity of racks shall be maintained. 2305.2 Ignition sources. Clearance from ignition sources shall be provided in accordance with Section 305. 2305.3 Smoking. Smoking shall be prohibited. Approved "No Smoking" signs shall be conspicuously posted in accordance with Section 310. 2305.4 Aisle maintenance. When restocking is not being con- ducted, aisles shall be kept clear of storage, waste material and debris. Fire department access doors, aisles and exit doors shall not be obstracted. During restocking operations using manual stocking methods, a minimum unobstracted aisle width of 24 inches (610 mm) shall be maintained in 48-inch (1219 mm) or smaller aisles, and a minimum unobstracted 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 unobstracted aisle width of 44 inches (1118 mm) shall be maintained in accordance with Sec- tion 2306.9. 2305.5 Pile dimension and height limitations. Pile dimen- sions and height limitations shall comply with Section 2307.3. 2305.6 Designation of storage heights. Where required by the fire code official, a visual method of indicating the maximum allowable storage height shall be provided. 2305.7 Arrays. Arrays shall comply with Section 2307.4. 2305.8 Flue spaces. Hue spaces shall comply with Section 2308.3. 324 2010 CALIFORNIA FIRE CODE HIGH-PILED COMBUSTIBLE STORAGE g h- < D. a LU Q z: X LU LL o LU o > >- CQ I- Z LU O (£. LU 0. "0 m o m UJ < m o I H o •n m X ? z o m D •D CO H o PERCENT BY WEIGHT OF UNEXPANDED PLASTIC' FIGURE 2303.7.4 MIXED COMMODITIES' " a. This figure is intended to determine the comtnodity classification of a mixed commodity in a package, carton or on a pallet where plastics are involved. b. The following is an example of how to apply the figure: A package containing a Class HI commodity has 12-percent Group A expanded plastic by volume. The weight of the unexpanded Group A plastic is 10 percent. This cormnodity is classified as a Class IV commodity. If the weight ofthe unexpanded plastic is increased to 14 percent, the classification changes to a high-hazard commodity. c. Percent by volume = Volume of plastic in pallet load Total volume of pallet load, including pallet d. Percent by weight : Weight of plastic in pallet load Total weight of pallet load, including pallet 2010 CALIFORNIA FIRE CODE 325 Food Cooler - Maximum Storage Height of 8'. Dry Storage - Maximum Storage Height of 20' ATTACHMENT #4 HIGH-PILED COMBUSTIBLE STORAGE 2303.7.2 Group B plastics. Group B plastics are plastic materials having a heat of combustion and a buming rate higher than that of ordinary combustibles, but not as high as those of Group A plastics. Examples of Group B plastics include, but are not limited to, the following: Cellulosics (cellulose acetate, cellulose acetate butyrate, ethyl cellulose) Chloroprene rubber Fluoroplastics (ECTFE, ethylene-chlorotrifluoroethylene copolymer; ETFE, ethylene-tetrafluoroethylene copolymer; FEP, fluorinated ethylene-propylene copolymer) Natural mbber (nonexpanded) Nylon (Nylon 6, Nylon 6/6) PVC (polyvinyl chloride greater than 5-percent, but not exceeding 15-percent plasticized) Silicone rubber 2303.7.3 Group C plastics. Group C plastics are plastic materials having a heat of combustion and a buming rate sim- ilar to those of ordinary combustibles. Examples of Group C plastics include, but are not limited to, the following: Fluoroplastics (PCTFE, polychlorotrifluoroethylene; PTFE, polytetrafluoroethylene) Melamine (melamine formaldehyde) Phenol PVC (polyvinyl chloride, rigid or plasticized less than 5 percent, e.g., pipe, pipe fittings) PVDC (polyvinylidene chloride) PVDF (polyvinylidene fluoride) PVF (polyvinyl fluoride) Urea (urea formaldehyde) 2303.7.4 Limited quantities of Group A plastics in mixed commodities. Figure 2303.7.4 shall be used to determine the quantity of Group A plastics allowed to be stored in a package or carton or on a pallet without increasing the com- modity classification. SECTION 2304 DESIGNATION OF HIGH-PILED STORAGE AREAS 2304.1 General. High-piled storage areas, and portions of ni%h-piled storage areas intended for storage of a different fiodity class than adjacent areas, shall be designed and specifically designated to contain Class I, Class II, Class III, Class rv or high-hazard commodities. The designation of a high-piled csmbustible storage area, or portion thereof intended for sto^e of a different commodity class, shall be based on the highest hazard commodity class stored except as provided in Section 2304.2. 2304.2 Designation based on engineering analysis. The des- ignation of a high-piled combustible storage area, or portion thereof, is allowed to be based on a lower hazard class than that of the highest class of commodity stored when a limited quan- tity of the higher hazard commodity has been demonstrated by engineering analysis to be adequately protected by the auto- matic sprinkler system provided. The engineering analysis shall consider the ability of the sprinkler system to deliver the higher density required by the higher hazard commodity. The higher density shall be based on the actual storage height of the pile or rack and the minimum allowable design area for sprin- kler operation as set forth in the density/area figures provided in NFPA 13. The contiguous area occupied by the higher haz- ard commodity shall not exceed 120 square feet (11 m^) and additional areas of higher hazard commodity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprin- kler system shall be capable of delivering the higher density over a minimum area of 900 square feet (84 m^) for wet pipe systems and 1,200 square feet (111 m^) for dry pipe systems. The shape of the design area shall be in accordance with Sec- tion 903. SECTION 2305 HOUSEKEEPING AND MAINTENANCE 2305.1 Rack structures. The stractural integrity of racks shall be maintained. 2305.2 Ignition sources. Clearance from ignition sources shall be provided in accordance with Section 305. 2305.3 Smoking. Smoking shall be prohibited. Approved "No Smoking" signs shall be conspicuously posted in accordance with Section 310. 2305.4 Aisle maintenance. When restocking is not being con- ducted, aisles shall be kept clear of storage, waste material and debris. Fire department access doors, aisles and exit doors shall not be obstracted. During restocking operations using manual stocking methods, a minimum unobstracted aisle width of 24 inches (610 mm) shall be maintained in 48-inch (1219 mm) or smaller aisles, and a minimum unobstracted 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 unobstracted aisle width of 44 inches (1118 mm) shall be maintained in accordance with Sec- tion 2306.9. 2305.5 Pile dimension and height limitations. Pile dimen- sions and height limitations shall comply with Section 2307.3. 2305.6 Designation of storage heights. Where required by the fire code official, a visual method of indicating the maximum allowable storage height shall be provided. 2305.7 Arrays. Arrays shall comply with Section 2307.4. 2305.8 Flue spaces. Hue spaces shall comply with Section 2308.3. 324 2010 CALIFORNIA FIRE CODE ATTACHMENT #5 HIGH-PILED COMBUSTIBLE STORAGE TABLE 2306.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS ALL STORAOE AREAS (SM SwiioM 9306. »07 Md 2308]^ SOLID-PILED STORAGE, SHELF STORAGE AND PALLETIZED STORAGE (see Section 2307.3) COMMODITY CLASS SIZE OF HIGH-PILED STORAGE AREA' (square feet) (see Sections 2306.2 and 2306.4) Airtonialie (Iw •xHngiilshlng syslcin (•MSaellon 23064) Fira dotecllon •yatam (•MSaeUon 2306.S) BulWIng (•MSaeaoii 2306JC) Smolwanil heatramowH (•MSactlon 2306.7) DraR curtain* (tMSactlon 2306.7) Maximum pile dimension" (feet) Maximum permissible storage height" (feet) Maximum pile volume (cubic feet) 0-500 Not Required" Not Required Not Required^ Not Required Not Required Not Required Not Required Not Required 501-2,500 Not Required" Yes' Not Required^ Not Required Not Required 100 40 100,000 2,501-12,000 Public accessible Yes Not Required Not Required' Not Required Not Required 100 40 400,000 I-IV 24K}1-12,000 .Nonpublic accessible (Opdonl) Yes m Seqtdted Not Required' Hot Required 1^ Required 100 40 400,000 I-IV 2,501-12,000 Nonpublic accessible (Option 2) Not Required^ Yes Yes Yesi Yesi 100 30f 200,000 12,001-20,000 Yes Not Required Yes Yes) Not Required 100 40 400,000 20,001-500,000 Yes Not Required Yes Yes> Not Required 100 40 400,000 Greater than 500,0008 Yes Not Required Yes Yes) Not Required 100 40 400,000 0-500 Not Required" Not Required Not Required" Not Required Not Required 50 Not Required Not Required 501-2,500 Public accessible Yes Not Required Not Required*^ Not Required Not Required 50 30 75,000 High hazard 501-2,500 Nonpublic accessible (Option 1) Yes Not Required Not Required"^ Not Required Not Required 50 30 75,000 High hazard 501-2,500 Nonpublic accessible (Option 2) Not Required' Yes Yes Yesi Yesi 50 20 50,000 2,501-300,000 Yes Not Required Yes Yesi Not Required 50 30 75,000 300,001-500,0002>' Yes Not Required Yes Yesi Not Required 50 30 75,000 For SI: 1 foot = 304.8 mm, 1 cubic foot = 0.02832 , 1 square foot = 0.0929 m^ a. When automatic sprinklers are required for reasons other than those in Chapter 23, the portion of the sprinlder system protecting the high-piled storage area shall be designed and installed in accordance wilh Sections 2307 and 2308. b. For aisles, see Section 2306.9. c. Piles shall be separated by aisles complying with Section 2306.9. d. For storage in excess of the height indicated, special fire protection shall be provided in accordance with Note g when required by the fire code official. See also Chapters 28 and 34 for special limitations for aerosols and flammable and combustible liquids, respectively. e. Section 503 shall apply for tire apparatus access. f. For storage exceeding 30 feet in height, Option 1 shall be used. 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 fu-e wall constructed in accordance with the California Building Code shall be used to divide high-piled storage exceeding 500,000 square feet in area. i. Not required when an automatic fire-extinguishing system is designed and installed to protect the high-piled storage area in accordance with Sections 2307 and 2308. j. Not required when storage areas are protected by early suppression fast response (ESFR) sprinkler systems installed in accordance with NFPA 13. This footnote shall not apply to any state institution or other state-owned or state-occupied buildings or other applications listed in Section 1.11 regulated by the Office ofthe State Fire Marshal. % I I 326 2010 CALIFORNIA FIRE CODE ATTACHMENT #6 Copyright 2010 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and single download on October 2, 2010 to Elham Klausbrucltner of Klausbruckner & Associates. 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. 15-22 INSTALLATION OF SPRINKLER SYSTEMS 3.9.1.19* Open-Top Container. A container of any shape that is entirely or partially open on the top. 3.9.1.20 Packaging. A coinmodity wrapping, cushioning, or container. 3.9.1.21 Plastic Pallet. A pallet having any portion of its conslruction consisting of a plastic material. 3.9.1.22* Reinforced Plastic Pallet. A plastic pallet incorpo- rating a secondary reinforcing material (such as steel or fiberglass) within the pallet. 3.9.1.23 RoofHei^t. The distance between the floor and the underside of the roof deck within the storage area. 3.9.1.24 Slave Pallet. A special pallet captive to a material- handling system. (See Figure A.3.9.1.11.) 3.9.1.25 Storage Aids. Commodity storage devices, such as pallets, dunnage, separators, and skids. 3.9.1.26 Unit Load. A pallet load or module held together in some manner and normally transported by material- handling equipment. 3.9.1.27 WoodPallet. Apallel constructed entirely of wood with metal fasteners. 3.9.2 Palletized, SoUd FUe, Bin Box, and Shelf Storage. 3.9.2.1 Array. 3.9.2.1.1 Closed Array. A storage arrangement where air movement through the pile is restricted because of 6 in. (152 mm) or less vertical flues. 3.9.2.1.2* Open Array. A storage aixangement where air movemenl through the pile is enhanced because of vertical flues larger than 6 in. (152 mm). 3.9.2.2 Bin Box Storage. Storage in five-sided wood, metal, or cardboard boxes wilh open face on the aisles. Boxes are self-supporting or supported by a structure so designed that little or no horizontal or vertical space exists around boxes. 3.9.2.3 Palletized Storage. Storage of commodities on pal- lets or other storage aids thai form horizontal spaces be- tween tiers of storage. 3.9.2.4* Pile Stability, Stable Piles. Those anays where col- lapse, spillage of content, or leaning of stacks across flue spaces is not likely to occur soon after initial fire development. 3.9.2.5* Pile Stability, Unstable Piles. Those an ays where collapse, spillage of contents, or leaning of slacks across flue spaces occurs soon after initial fire development. 3.9.2.6* Shelf Storage. Storage on structures up lo and in- cluding 30 in. (0.76 m) deep and separated by aisles at least 30 in. (0.76 m) wide. 3.9.2.6.1* Back-to-Back Shelf Storage. Two solid or perf o- rated shelves up to 30 in. (0.76 m) in depth each, nol ex- ceeding a total depth of 60 in. (1.52 m), separated by a longitudinal vertical barrier such as plywood, particle- board, sheet metal, or equivalent, with a maximum 0.25 in. (6.4 mm) diameter penetrations and no longitudinal flue space and a maximum storage height of 15 fl (4.57 in). 3.9.2.7 Solid-Piled Storage. Stoi age of commodities stacked on each other. 3.9.2.8 Solid Unit Load of a Nonexpanded Plastic (Either Car- toned or Exposed). A load that does not have voids (air) within ihe load and that burns only on the exterior of the load; water from sprinklers might reach most surfaces avail- able to burn. 3.9.3 Rack Storage. 3.9.3.1* Aisle Width. The horizontal dimension between the face of the loads in racks under consideration. 3.9.3.2 Automotive Components on Portable Racks. Automo- tive components on portable racks are defined as the fol- lowing: instrument panels, windshields, melal and plastic gasoline tanks, heater housings, door panels, inteiior trim, bumper facia, wiring harnesses, sheet metal, body compo- nents, engines, driveline components, steering mecha- nisms, auxiliary motors, and lighting — all with or without expanded plastic donnage. This definition does not in- clude the storage of air bags, tires, and seats on portable racks. 3.9.3.3 Bulkhead. A verUcal barrier across the rack. 3.9.3.4* Face Sprinklers. Standard sprinklers thai are lo- cated in transverse flue spaces along the aisle or in the rack, are within 18 in. (0.46 m) of the aisle face of storage, and are used lo oppose vertical developmeni of fire on the ex- ternal face of storage. 3.9.3.5 Horizontal Barrier. A solid barrier in the horizontal position covering the entire rack, including all flue spaces al certain height increments, lo prevent veitical fire spread. 3.9.3.6* Longitudinal Flue Space. The space between rows of storage perpendicular to the direcUon of loading wilh a width nol exceeding 24 in. (610 mm) between storage. 3.9.3.7* Rack. Any combination of vertical, horizontal, and diagonal structural members that support stored male- rials or commodities. [1, 2009] 3.9.3.7.1 Double-Row Racks. Racks less than or equal to 12 ft (3.7 m) in depth or single-row racks placed back to back having an aggregate depth up to 12 fl (3.7 m), with aisles having an aisle width of at least 3.5 ft (1.1 m) between loads on racks. 3.9.3.7.2 Movable iJacfes. Racks on fixed rails or guides. They 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 (3.7 m) in depth or single- or double-row racks separated by aisles less than 3.5 ft (1.1 m) wide having an overall width greater than 12 ft (3.7 m). 3.9.3.7.4 Portable Racks. Racks that are nol fixed in place. They can be an anged in any number of configurations. 3.9.3.7.5 Sin^Raw Racks. Racks that have no longitudi- nal flue space and that have a depth up to 6 fl (1.8 m) wth aisles having a width of at least 3.5 ft (1.1 m) between loads on racks. 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. (152 mm) flue spaces on all four sides, or by the placement of loads that block openings thai would oth- erwise serve as the required flue spaces. Ei 2010 Edition Copyright 2010 National Fire Protection Association (NFPA). Licensed, by agreement, for individuai use and singie download on October 2, 2010 to Eiham Kiausbrucltner of Kiausbrucl<ner & Associates. 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. DEFINITIONS 13-23 3.9.3.7.7 Opai RaiA. Racks witiiout .shetviiig or with shelv- ing in racks that ai? i'lxed in place with shelves having a solid surface and a shelf area equal to or less than 20 ft* (1.9 m*) or with shelves having a wire meth, slatted smface^ or other ma- teria] with openings rcpiesenting at least 50 percent of the shelf area including the htuizuntal area of rack membere and where the flue spaces are maintained. 3.9.3.7.8 Slatted She^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 regidar openings. 3.9.3.7.9 Solid Shelf Rack. A rack where shelves are fixed in place with a solid, slatted, or wire mesh banier used as the shelf material and having limited openings in the shelf area. 3.9.3.8 Solid Shelving. Solid shelving 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. Solid shelves having an area equal to or less than 20 ft^ (1.9 nf^) shall be defined as open racks. Shelves of wire mesh, slats, or other materials more than 50 percent open and where the flue spaces are main- tained shall be 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.) 3.9.4 Rubber Tire Storage Definitions. 3.9.4.1 Banded Tires. A storage method in which a num- ber of tires are strapped together. 3.9.4.2 Horizontal Channel. Any uninterrupted space in excessof 5 ft (1.5 m) in length between horizontal layers of stored tires. Such channels can be formed by pallets, shelv- ing, racks, or other storage arrangements. 3.9.4.3 Laced lire Storage. Tires stored where the sides of the tires overlap, creating a woven or laced appearance. [See Figure A.3.9.4.9(g).] 3.9.4.4* Miscellaneous Tire Storage. The storage of mbber tires that is incidental lo the main use of the building. Stor- age areas shall not exceed 2000 ft^ (186 m^). On-lread stor- age piles, regardless of storage method, shall not exceed 25 ft (7.6 m) in the direction of the wheel holes. Acceptable storage arrangements include (a) on-floor, on-side storage up to 12 fl (3.7 m) high; (b) on-floor, on-lread storage up to 5 fl (1.5 m) high; (c) double-row or niultirow fixed or portable rack storage on-side or on-lread up to 5 ft (1.5 m) high; (d) single row fixed or portable rack storage on-side or on-tread up to 12 ft (3.7 m) high; and (e) laced tires in racks up lo 5 fl (1.5 m) in height. 3.9.4.5 On-Side Tire Storage. Tires stored horizontally or flat. 3.9.4.6 On-Tread Tire Storage. Tires stored vertically or on their treads. 3.9.4.7 Palletized Tire Storage. Storage on portable racks of various types utilizing a conventional pallet as a base. 3.9.4.8 Pyramid Tire Storage. On-floor storage in which tires are formed into a pyramid to provide pile stability. 3.9.4.9* Rubber TtreRadlIttustrations. SeeFiguieA.3.9.4.9(a) through Figure A3.9.4.9(g). 3.9.4.10 Rubber Tires. Pneumadc tires for passenger auto- mobiles, aircraft, light and heavy trucks, trailers, fann equip- ment, constmction equipment (oft-lhe-road), and buses. 3.9.5 Roll Paper Definitions. 3.9.5.1 Array (Paper). 3.9.5.1.1 Closed Array (Paper). A vertical storage arrange- ment in which the distances between columns in both di- rections are short [not more than 2 in. (50 mm) in one direction and 1 in. (25 mm) in the other]. 3.9.5.1.2 Open Array (Paper). A vertical storage arrange- ment in which the distance between columns in both direc- tions is lengthy (all vertical arrays other than closed or stan- dard). 3.9.5.1.3* Standard Array (Paper). A vertical storage ar- rangement in which the distance between columns in one direction is short [1 in. (25 mm) or less] and is in excess of 2 in. (50 mm) in the other direction. 3.9.5.2 Banded Roll Paper Storage. Rolls provided with a circumferendal steel strap [% in. (9.5 mm) or wider] at each end of the roll. 3.9.5.3 Column. A single vertical stack of rolls. 3.9.5.4 Core. The central tube around which paper is wound lo fonn a roll. 3.9.5.5 Paper (General Term). The term for all kinds of felted sheets made from natural fibrous materials, usually vegetable but sometimes mineral or animal, and formed on a fine wire screen from water suspension. 3.9.5.6 Roll Paper Storage. 3.9.5.6.1 Horizontal Roll Paper Storage. Rolls stored wilh the cores in the horizontal plane (on-side storage). 3.9.5.6.2 Vertical Roll Paper Storage. Rolls stored v\ilh the cores in the vertical plane (on-end storage). 3.9.5.6.3* Wrapped Roll Paper Storage. Rolls provided with a complete heavy kraft covering around both sides and ends. 3.9.5.7* Roll Paper Storage Height. The maximum vertical distance above the floor at which roll paper is normally stored. 3.9.6 Baled Cotton Definitions. 3.9.6.1* Baled Cotton. A natural seed fiber wrapped and secured in industry-accepted materials, usually consisting of burlap, woven polypropylene, or sheet polyethylene, and secured with steel, synthetic or wire bands, or wire; also includes linlers (lint removed from the cottonseed) and motes (residual materials from the ginning process). (See Table A.3.9.6.1.) 3.9.6.2* Tiered Stori^e. An arrangement in which bales are stored directly on the floor, two or more bales high. 3.10 Marine Definitions. These definitions apply to Chap- ter 17 only. 3.10.1 A-Qass Boundary. A boundary designed to resist the passage of smoke and flame for 1 hour when tested in accor- dance with ASTM E 119, Standard Test Methods for Fire Tests of Building Construction and Materials. 3.10.2 B-Class Boimdary. A boundaiy designed to resist the passage of flame for VS; hour when tested in accordance wilh 2010 Edition Copyright 2010 Nationai Fire Protection Association (NFPA). Licensed, by agreement, for individuai use and single download on October 2, 2010 to Eiham Klausbruckner of Klausbruckner & Associates. No other reproduction or transmission in any form permitted without written permission of NFPA. For Inquires or to report unauthorized use, contact llcenslng@nfpa.org. INSTALLATION REQUIREMENTS 13-51 8.5.3.3.2 The distance from the wall to the sprinkler shall be measured perpendicular lo the wall. 8.5.3.4 Minimum Distance Between Sprinklers. 8.5.3.4.1 A minimum distance shall be maintained between sprinklers to prevent operating spiinklers from wetting adja- cent sprinklers and lo prevent skipping of sprinklers. 8.5.3.4.2 The minimum distance permitted between sprin- klers shall comply with the value indicated in the applicable seclion for each type or style of sprinkler. 8.5.4 Deflector Position. 8.5.4.1* Distance Below Ceilings. 8.5.4.1.1 The distances between the sprinkler deflector and the ceiling above shall be selected based on the tvpe of sprin- kler and the lype of conslruction. 8.5.4.1.2 For cormgaled metal deck roofs up lo 3 in. (76 mm) in depth, the distance shall be measured to the sprin- kler from the bottom of the deck. For deeper decks, the dis- tance shall be measured to the highest point on the deck. 8.5.4.1.3 For ceilings that have insulation allached direclly to underside of the ceiling or roof structure, ihe deflector dis- tance shall be measured from the bottom ofthe insulation 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 instdation that is attached directly lo the ceil- ing or roof structure and is installed flat and parallel to the ceiling or roof structure, the deflector distance shall be mea- sured to the underside of the insulation. 8.5.4.1.3.2 For insulation that is installed in a manner that causes it lo deflect or sag down from the ceiling or roof struc- ture, the deflector distance shall be measured as half of the distance of the deflection from the insulation high point to the insulation low point. If the deflection or sag in the insula- tion exceeds 6 in. (152 mm), the deflector distance shall be measured to the high point of the insulation. The deflector shall not be positioned above the low point of the insulation. 8.5.4.1.4* Heal collectors shall not be used as a means lo assist the activation of a sprinkler 8.5.4.2 Deflector Orientation. Deflectors of sprinklers shall be aligned parallel to ceilings, roofs, or the incline of stairs. 8.5.5 Obstructions to Sprinkler Discharge. 8.5.5.1* Perfonnance Objective. Sprinklers shall be located so as lo minimize obstmctions lo discharge as defined in 8.5.5.2 and 8.5.5.3, or addilional sprinklers shall be provided to en- .sure adequate coverage of the hazard. (See Figure A.S.5.5.1.) 8.5.5.2* Obstructions to Sprinkler Dischai^e Pattem Develop- ment. 8.5.5.2.1 Continuous or noncontinuous obstructions less than or equal to 18 in. (457 mm) below the sprinkler deflector that prevent the pattern from fully developing shall comply with 8.5.5.2. 8.5.5.2.2 Sprinklers shall be positioned in accordance with the minimum distances and special requirements of Secdon 8.6 through Section 8.12 so that they are located sufHcienUy away fiom obsUiictions such as iRiss webs and chords, pipes, columns, and fixtures. 8.5.5.3* Obstmctions That Prevent Sprinkler Discharge from Reaching the Hazard. Continuous or noncontinuous obstruc- tions that interrupt the water discharge in a horizontal plane more than 18 in. (457 mm) below the sprinkler deflector in a manner to limit the distribution from reaching the protected hazard shall comply wilh 8.5.5.3. 8.5.5.3.1 Sprinklers shall be installed under fixed obstmc- tions over 4 ft (1.2 m) wide such as ducts, decks, open giate flooring, cutting tables, and overhead doors. 8.5.5.3.2 Sprinklers shall not be required under obstructions that are not fixed in place such as conference tables. 8.5.5.3.3* Sprinklers installed under open gratings shall be of the intennediate level/rack storage type or otherwise shielded from the discharge of overhead sprinklers. 8.5.6* Clearance 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 lop of storage shall be 18 in. (457 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 lo storage of 36 in. (914 mm) shall be permitted for special sprinklers. 8.5.6.4 A minimum clearance lo storage of less than 18 in. (457 mm) between the lop of storage and ceiling sprinkler deflectors shall be permitted where proven by succe,ssfvil 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. (914 mm) where mbber tires are stored. 8.5.7 Skylights. 8.5.7.1 Sprinklers shall be permitted to be omitted from sky- lights nol exceeding 32 ft^ (3 m^) in area, regardless of hazard classification, that are separated by at least 10 ft (3 m) horizon- tally from any other unprotected skylight or unprotected ceil- ing pocket. 8.5.7.2 Skylights not exceeding 32 ft" (3 m^) shall be permit- led lo 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 Sprinlder (Standard Pendent and Upright Spray Sprinklers). 8.6.2.1 Determination of the Protection Area of Coverage. 8.6.2.1.1 Except as permitted by 8.6.2.1.2, the protection area of coverage per sprinkler (A,) shall be determined in accordance with 8.5.2.1. 8.6.2.1.2 The reqiurements of 8.6.2.1.1 shall not apply in a small room as defined in 3.3.17; the protection area of cover- age for each sprinkler in the small room shall be the area of the room divided by ihe number of sprinklers in the room. 8.6.2.2 Maximum Protection Area of Coverage. 8.6.2.2.1* The maximum allowable protection area of cover- age for a sprinkler (A,) shall be in accordance with the value indicated in Table 8.6.2.2.1(a) through Table 8.6.2.2.1(d). 2010 Edition Copyright 2010 National Fire Protection Association (NFPA). Licensed, by agreement, for individuai use and single download on October 2, 2010 to Eiham Klausbruckner of Klausbruckner & Associates. No other reproduction or transmission In any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensingi@nfpa.org. Dry Storage & Beer Cooler 1N.STALLAT ION REQUIREMENTS 13-53 T!d}jd<^.2.2.1(d) Protection Areas and Maximum Spacing of Stanaiad Pendent and Upright Spn^ Sprinklers for Hi^Piledl Maximum Spacing ft m Protection Area Construction Type System Type" All Hydraulically calculated with density ^.25 Hydraulically calculated -mth density <0.25 130 12.1 12* 3.7* 15 4.6 *In buildings where solid structural members create bays up to 2.5 ft (7.6 ra) wide, maximum spacing between sprinklers is permitted up to 12 ft 6 in. (3.8 m). 8.6.3.2.4* The requirements of 8.6.3.2.1 shall nol apply within small rooms as defined in 3.3.17, sprinklers shall be permitted to be located not more than 9 ft (2.7 m) from any single wall, and sprinkler spacing limitations of 8.6.3 and area limilalions of Talsle 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 nol be greater than one-half the allowable distance between sprinklers. 8.6.3.3 Minimimi Distances from Walls. Sprinklers shall be lo- cated a minimum of 4 in. (102 mm) from a wall. 8.6.3.4 Minimiun 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 mel, 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 satisfied: (1) (2) Baffles shall be installed and located midway between sprin- klei-s and an-anged to protect the actuating elements. Baffles shall be of noncombustible or limited-combustible material that will stay in place before and during sprinkler operation. (3) Baffles shall be nol less than 8 in. (203 mm) wide and 6 in. (152 mm) high. (4) The lops of baffles shall extend between 2 in. and 3 in. (51 mm and 76 mm) above ihe deflectors of upright sprinklers. (5) The bottoms of baffles shall extend downward lo a level at least even wilh the deflectors of pendent sprinklers. 8.6.3.4.3 In-rack sprinklers shall be permitted lo be placed less than 6 ft (1.8 m) on center 8.6.3.4.4 Old-style sprinklers prolecling fur storage vaults shall be permitted lo be placed less than 6 fl (1.8 m) on cenler 8.6.4 Deflector Position (Standard Pendent and Upright Spray Sprinklers). 8.6.4.1 Distance Below Ceilings. 8.6.4.1.1 Unobstructed Constmction. 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. (25.4 mm) and a maximum of 12 in. (305 mm) ihroughoiit the area of coverage of the sprinkler. 8.6.4.1.1.2 The reqviiremenls of 8.6.4.1.1.1 shall nol apply where ceiling-type sprinklers (concealed, recessed, and flush types) have the operating element above the ceiling and the deflector located nearer to the ceiling where installed in ac- cordance with their listing. 8.6.4.1.1.3 The requirements of 8.6.4.1.1.1 shall nol apply for light and ordinary hazard occupancies wilh ceilings of non- combustible or limited-combustible constmction. (A) Where a vertical change in ceiling elevation within the area of coverage of the sprinkler creates a distance of more than 36 in. (914 mm) between the upper ceiling and the sprinkler deflector, a vertical plane extending down from the ceiling al the change in elevation shall be considered a wall for the purpose of sprinkler spacing as .shown in Figure 8.6.4.1.1.3(A). Maximum ViS- T IT Maximum V2S — - Vertical plane treated as wall for sprinkler spacing X> 36 in. (914 mm) S = Maximum allowable distance between sprinklers FIGURE 8.6.4.1.1.3(A) Vertical Change in Ceiling Elevation Greater Than 36 in. (914 mm). (B) Where the distance between the upper ceiling and the .sprinkler deflector is less than or eqvial to 36 in. (914 mm), the sprinklers shall be permitted to be spaced as though the ceil- ing was flat, provided the obstruction rules are observed as shown in Figure 8.6.4.1.1.3(B). 8.6.4.1.2 Obstmcted Constmction. Under obslivicted con- slruction, the sprinkler deflector shall be located in accor- dance with one ofthe following arrangements: (1) Installed with the deflectors within the horizontal planes of 1 in. to 6 in. (25.4 mm lo 152 mm) below the structural members and a maximum distance of 22 in. (559 mm) below the ceiling/roof deck (2) Installed with ihe deflectors al or above the bottom of the structural member 10 a maximum of 22 in. (559 mm) below the ceiling/roof deck where the sprinkler is in- stalled in confonnance with 8.6.5.1.2 2010 Edition Copyright 2010 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and single download on October 2, 2010 to Eiham Klausbruckner of Klausbruckner & Associates. 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. 13-122 INSTALLATION OF SPRINKLER SYSTEMS 12.4.3 ESFR sprinklers shall only be permitted to be wel pipe systems. 12.5 Dry Pipe and Preaction Systems. 12.5.1 For dry pipe systems and preaction systems, the area of sprinkler operation shall be increased by 30 percent without revising the density. 12.5.2 Densities and areas shall be selected so that the final area of operation after the 30 percent increase is nol greater than 6000 fl*-^ (557.4 m^). 12.6* Storage Applications. 12.6.1 For storage applications with densities of 0.20 gpm/ft^ (8.2 mm/min) or less, standard-response sprinklers with a K-faclor of K-5.6 (80) or larger shafl be pennitted. 12.6.2 For general storage applications, rack storage, rubber tire storage, Foil paper storage, and baled cotton storage being protected with upright and pendent spray sprinklers with re- quired densities of greater than 0.20 gpm/ft to 0.34 gpm/ft^ (8.2 mm/rain to 15.9 mm/min), standard-response sprinklers/ with a nominal K-factor of K-8.0 (115) or larger shall be used 12.6.3 For general storage applications, rack storage, mbh tire storage, roll paper storage, and baled colton storage bmng protected wilh upright and pendent spray sprinklers wiUa-re- quired densities greater than 0.34 gpm/fl^ (13.9 mm/min), standard-response spray sprinklers with a K-factor of K-1I.2 (161) or larger that are listed for storage applications shall be used. 12.6.4* Unless the requirements of 12.6.5 are mel, the re- quirements of 12.6.2 and 12.6.3 shall not apply lo modifica- tions lo existing storage application systems, using sprinklers with K-factoi s of K-8.0 (115) or less. 12.6.5 Where applying the requirements of Figure 17.2.1.2.1(b) and Figure 17.2.1.2.1(c) utilizing the design cri- teria of 0.6 gjjm/ft^ per 2000 ft^ (24.4 mm/min per 186 m^) to existing storage applications, the requirements of 12.6.3 shall apply. 12.6.6 The use of quick-response spray sprinklers for storage applications shall be permitted when listed for such use. 12.6.7 CMSA and ESFR sprinklers shall be permitted lo pro- tect ordinaiy hazard storage of Class I through Class IV com- modities, plastic commodities, miscellaneous storage, and other storage as specified in Chapter 12 through Chapter 20 or by other NFPA standards. 12.6.8 The design figures indicate water demands for ordinary-temperature rated and nominal high-temperature rated sprinklers at the ceiling. 12.6.8.1 The ordinaiy-temperalure design densities cone- spond to ordinary-temperature rated sprinklers and shall be used for sprinklers wilh ordinary- and inlennediate- temperalure classification. 12.6.8.2 The high-lemperature design densities conespond lo high-lemperature rated sprinklers and shall be used for sprinklers having a high-temperatiire rating. 12.6.9 Ordinary- and inlermediale-lemperature sprinklers wilh K-factors of K-11.2 (161) or larger, where listed for stor- age, shall be permitted to use the densities for high- temperature sprinklers. 12.7 Dischaige Considerations. 12.7.1 The water supply for sprinklers only shall be detennined either from the density/area requirements of Chapter 12 through Chapter 20 or shall be based upon the room design method in accordance with Seclion 12.10, al the discretion of the designer 12.7.2* Systems with Multiple Hazard Classiflcations. For sys- tems wLtli multiple hazard classifications, the hose stream al- lowange and water supply duration shall be in accordance with one qf the following: (l)/rhe water supply requirements for the highest hazard classification within the system. The water supply requirements for each individual hazard in the calculations for the de-cl sij (3)*Fc Dry Storage & Beer Cooler higlis izard classifications where the ssitication only lies within single rooms less than r equal lo 400 ft'' (37.2 m'^) 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 requiremenls shall be de- termined by adding the hose stream allowance from Chapter 12 through Chapter 20 to ihe water supply for sprinklers as determined by Chapter 12 through Chapter 20. 12.7.5 The minimum water supply shall be available for the minimum duration specified in Chapter 12 through Chapter 20. 12.7.6 Total system water supply requirements shall be deter- mined in accordance with the hydraulic calculation proce- dures of Cjhapter 22. 12.7.6.1 When using the density/area method, the design area shall meet the requirements of 22.4.4.1.1.1. 12.7.6.2 When using CMSA, the design area shall meet the requirements of 22.4.4.2.1. 12.7.6.3 When using ESFR sprinklers, the design area shall consist of the most hydraulically demanding area of 12 sprin- klers, consisting of four sprinklers on each of three branch lines, unless other specific numbers of design sprinklers are required in other sections of this standard. 12.7.7 Multiple Adjustments. 12.7.7.1 Where multiple adjustments to the area of operation are required to be made, these adjustments shall be com- pounded based on the area of operation originally selected. 12.7.7.2 If the building has imsprinklered combustible con- cealed spaces, the rules of Seclion 12.9 shall be applied after all other modifications have been made. 12.8 Hose Demand. 12.8.1* Tanks shall be sized lo supply the equipment thai ihey serve. 12.8.2* Pumps shall be sized lo supply the equipment that they serve. 12.8.3 Waler allowance for outside hose shall be added lo the sprinkler requirement at the connection to the city main or a yard hydrant, whichever is closer to the system riser. 2010 Edition Copyright 2010 National Fire Protection Association (NFPA). Licensed, by agreement, for Individuai use and single download on October 2, 2010 to Elham Klausbruckner of Klausbruckner & Associates. No other reproduction or transmission In any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact llcenslng@nfpa.org. 13-144 INSTALLATION OF SPRINKLER SYSTEMS 16.1.8 In-Rack Sprinklers. 16.1.8.1 The number of sprinklers and the pipe sizing on a line of sprinklers in racks shall be restricted only by hydraulic calculations and not by any piping schedule. 16.1.8.2 When in-rack sprinklers are necessaiy to protect a higher-hazard commodity lhal occupies only a portion of the length of a rack, in-rack sprinklers shall be extended a mini- mum of 8 ft (2.44 m) or one bay, whichever is greater, in each direction along the rack on either side of the higher hazard. The in-rack sprinklers protecting the higher hazard shall not be required lo extend across the aisle. 16.1.8.3 Where a storage rack, due to its length, requires less than the number of in-rack sprinklers specified, only those in-rack sprinklers in a single rack need to be included in the calculation. 16.1.9* Horizontal Barriers and In-Rack Sprinklers. 16.1.9.1 Where required by other sections of this standard, horizontal barriers used in conjunction wilh in-rack sprinklers to impede vertical fire development shall be constmcted of sheet metal, wood, or similar material and shall extend the full lengih and depth of the rack. 16.1.9.2 Barriers shall be fitted within 2 in. (51 mm) horizon- tally around rack uprights. 16.1.10 Flue Space Requirements for Storage Up to and In- cluding 25 ft (7.6 m). See Section C.13. 16.1.10.1 In double-row and multiple-row racks without solid shelves, a longitudinal (back-to-back clearance between loads) flue space shall not be required. 16.1.10.2 Nominal 6 in. (152.4 mm) transverse flue spaces between loads and at rack uprights shall be maintained in single-row, double-row, and multiple-row racks. 16.1.10.3 Random variations in the width of flue spaces or in their vertical alignment shall be peiTnitled. 16.1.11 Flue Space Requirements for Storage Over 25 ft (7.6 m). 16.1.11.1 Nominal 6 in. (152.4 mm) transverse flue spaces between loads and at rack uprights shall be maintained in single-row, double-row, and multiple-row racks. 16.1.11.1.1 Nominal 6 in. (152.4 mm) longitudinal flue spaces shall be provided in double-row racks. 16.1.11.1.2 Random variations in the width ofthe flue spaces or in their vertical alignment shall be pennitted. 16.1.11.2 In single-row, double-row, or multiple-row racks, a minimum 6 in. (152.4 mm) vertical clear space shall be main- tained between the in-rack sprinkler deflectors and the top of a tier of storage. 16.1.11.2.1 Face sprinklers in such racks shall be located within the rack a miniinum of 3 in. (76 mm) from rack up- rights and no more than 18 in. (460 mm) from the aisle face of storage. 16.1.11.2.2 Longitudinal flue in-rack sprinklers shall be lo- cated at the intersection with the transverse flue space and with the deflector located at or below the bottom of horizontal load beams or above or below other adjacent horizontal rack members. 16.1.11.2.3 Such in-rack sprinklers shall be a minimum of 3 in. (76 mm) radially from the side ofthe rack uprights. 16.2 Protection Criteria for Rack Storage of Class I Throu^ Qass IV Commodities Stored Up to and Including 25 ft (7.6 m) in Height. 16.2.1 Control Mode Density/Area Sprinlder Protection Crite- ria for Rack Storage of Qass I Throu^ Class IV Commodities Stored Up to and Including 25 ft (7.6 m) in Hei^t. 16.2.1.1 The area and density for the hydraulically remote area and ihe waler supply shall be determined as specified in 16.2.1.2 for stoiage up to 12 ft (3.7 m) and 16.2.1.3 to 16.2.1.3.5 for storage over 12 ft (3.7 m). 16.2.1.2 Protection Criteria for Rack Storage of Qass I Throu^ IV Commodities Stored Up to 12 ft (3.7 m) in Hei^t 16.2.1.2.1 The protection criteria for storage up to and in- cluding 12 fl (3.7 m) shall be the same as miscellaneous stor- age, selected from Chapter 13. 16.2.1.2.2 The protection criteria in Chapter 13 shall be ac- ceptable for storage of Class 1 through Class IV commodities up to and including 12 ft (3.7 m) in height. (See Table 13.2. ] for specific Class I through Class IV storage height protection criteria.) 16.2.1.3 Protection Criteria for Rack Storage of Qass I Through Qass IV Commodities Stored Over 12 ft (3.7 m) in Hei^t 16.2.1.3.1* Ceiling sprinkler water demand shall be detennined in accordance witli 16.2.1.3.2 for single- and double-row racks or 16.2.1.3.3 for multiple-row racks. (SeeSection C.14.) 16.2.1.3.2* For single- or double-row racks fbr Class I, Class II, Class III, or Class iV commodities, encapsulated or nonencap- sulated in single- or double-row racks, ceiling sprinkler water demand in terms of density [gpm/ft* (mm/min)] and area of sprinkler operation [ft* (m*) of ceiling or roofj shall be se^ lected from the density/area curves of Figure 16.2.1.3.2(a) through Figure 16.2.1.3.2(g) that are appropriate for each commodity and configuration as shown in Table 16.2.1.3.2 and shall be modified as appropriate by 16.2.1.3.4. These re- quirements shall apply to portable racks arranged in the same manner as single- or double-row racks. 2010 Edition Copyright 2010 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and singie download on October 2, 2010 to Elham Klausbruckner of Klausbruckner & Associates. 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 CLASS 1 THROUGH C;LASS IV COMMODITIES THAT ARE STORED ON RACKS 13-145 Table 16.2.1.3.2 Single- or Double-Row Racks — Storage Height Over 12 ft (3.7 m) Up to and Including 25 ft (7.6 m) Without Solid Shelves Ceiling Sprinkler Water Demand Aisles* With In-Rack Sprinklers Witiiout lii.Rack Sprinklers Height Commodity Class Encapsulated fl m spnnRlers Mandatory In-Rack Figure Cinves Apply Figure I6.2.I.3.4.I Figure Curves Apply Figure I6.2.1.S.4.1 No 4 1.2 No l(5,2,l..'S.2(aj C and I) U),2,l,.3.2(a) F and H Yes No 8 2.4 No l(5,2,l..'S.2(aj A and B U),2,l,.3.2(a) F. and f. Yes I Yes 4 1.2 No U),2,I..S,2(e) C and I) l(j,2,1.3,2(e) G and H Yes Yes No U),2,I..S,2(e) .\ and B l(j,2,1.3,2(e) F. and F Yes Dry Storage & Beer Cooler .\ and B F. and F No Dry Storage & Beer Cooler No 115,2, l.:!.2(l>) t; and D l(j.2.1..3.2(b) G and H Yes No Dry Storage & Beer Cooler No 115,2, l.:!.2(l>) A and B l(j.2.1..3.2(b) F. and F Yes 11 A and B F. and F Over lift (3.7 m), up to aiid inchtding i!0ft(6.1mj 11 ^ 4 1.2 No lr.,2,l.,'i.2(el C: and I) 10,2,1.3,2(e) Gand H Ves Over lift (3.7 m), up to aiid inchtding i!0ft(6.1mj ^ 8 2.4 No lr.,2,l.,'i.2(el A and B ¥c» 10,2,1.3,2(e) E and F Ves Over lift (3.7 m), up to aiid inchtding i!0ft(6.1mj No 4 1.2 No Its'2.JJ •2(e) j C and D ¥c» 10.2,1.3,2(r) G and H Yes Over lift (3.7 m), up to aiid inchtding i!0ft(6.1mj HI No •'Js 2M • No Its'2.JJ •2(e) j AitridB 10.2,1.3,2(r) F, and F Yes HI Yes 4 1,2 1 level 16,2,l,.<i.2(l) C:andD Yes 8 2.4 1 level 16,2,l,.<i.2(l) A and B No 4 1.2 No ll'),2,1.3.2(d) C and n 10,2,1,3.2(d) GandH Yes IV No 8 2.4 No ll'),2,1.3.2(d) A and B 10,2,1,3.2(d) F. and F Yes IV 4 1.2 1 level I6.2,1.3,2(gl (; and D Yes 8 2,4 1 level I6.2,1.3,2(gl A and B No 4 1,2 No l(i,2,l„3.2(a) t; and D 10,2,1.3,2(a) FandH Yes 8 2.4 No l(i,2,l„3.2(a) A and B 10,2,1.3,2(a) F, and G Yes 1 Yes 4 1.2 1 level l(;,2,l,3.2(e) C and D 8 2.4 1 level l(;,2,l,3.2(e) A and B No 4 1,2 No 16,2,1,3,2(1)) C and I) 10,2.1,3,2(b) G and H Yes 11 8 2,4 No 16,2,1,3,2(1)) .\ and B 10,2.1,3,2(b) E and F Yes Over 20 fl (0.1 in), lip to and inciiidiiig 22 fl (i;.7 m) 11 Yes 4 1.2 1 level 16.2,1..3,2(e) C: and D Over 20 fl (0.1 in), lip to and inciiidiiig 22 fl (i;.7 m) 8 2.4 1 level 16.2,1..3,2(e) A and B No Over 20 fl (0.1 in), lip to and inciiidiiig 22 fl (i;.7 m) No 4 1,2 No 10.2,1,3,2(1) C andD No 10,2,1.3,2(r) Gand H Over 20 fl (0.1 in), lip to and inciiidiiig 22 fl (i;.7 m) 8 2,4 No 10.2,1,3,2(1) A and B 10,2,1.3,2(r) E and F Ves III Yes 4 1,2 1 level 10,2 l,'i.2(l") Candt) 8 2,4 1 level 10,2 l,'i.2(l") .\ and B No 4 1,2 No 10.2,l,3,2(il) CatKlD 10,2,1,3,2(d) G and H Ves IV 8 2,4 No 10.2,l,3,2(il) A and B 10,2,1,3,2(d) r. and F Ves IV Yes 4 1,2 1 level 10,2,l„3,2(g) C and n 8 2.4 1 level 10,2,l„3,2(g) A and B 2010 Edition Copyright 2010 Nationai Fire Protection Association (NFPA). Licensed, by agreement, for Individual use and singie download on October 2, 2010 to Elham Klausbruckner of Klausbruckner & Associates. 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 CLASS I THROUGH CLASS IV COMMODITIES THAT ARE STORED ON RACKS 13-147 Ceiling sprinl<ler density (mm/min) 4.1 6.1 8.1 10.2 12.2 14.3 16.3 18.3 20.4 6000 I I I I I h I I I I I I I I I M I I I I I I I I I I I I I I I I I I I I I I I 557 Curve Legend Curve Legend 5000 4000 •R 3000 2000 1000 A .-.B -- 0 - E - - F H - A 465 S 372 279 .5 (S 186 -Single point "design only Mil" 93 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 Gelling sprinkler density (gpm/ft^) A — Single- or double-row racks witli 8 ft (2.44 nn) aisles with high temperature ceiling sprinklers and ordinary temperature in-rack sprinklers B — Single- or double-row racks with 8 tt (2.44 m) aisles with ordinary temperature ceiling sprinklers and ordinary temperature in-rack sprinklers C— Single- or double-row racks with 4 ft (1.22 m) aisles or multiple-row racks with high temperature ceiling sprinklers and ordinary temperature in-rack sprinklers D— Single- or double-row racks with 4 tt (1.22 m) aisles or multiple-row racks with ordinary temperature ceiling sprinklers and ordinary temperature in-rack sprinklers FIGURE 16.2.1.3.2(b) Sprinkler System Design Curves — 20 ft (6.1 m) High Rack Storage — Class II Nonencapsulated Commodities — Conventional Pallets. E— Single- or double-row racks with 8 ft (2.44 m) aisles and high temperature ceiling sprinklers F— Single- or double-row racks with 8 ft (2.44 m) aisles and ordinary temperature ceiling sprinklers G — Singie- or double-row racks with 4 (1 (1.22 m) aisles and high temperature ceiling sprinklers H— Single- or double-row racks with 4 ft (1.22 m) aisles and ordinary temperature ceiling sprinklers / — Multiple-row racks with 8 ft (2.44 m) or wider aisles and high temperature ceiling sprinklers J— Multiple-row racks with 8 ft (2.44 m) or wider aisles and ordinary temperature ceiling sprinklers Dry Storage & Beer Cooler Ceiling sprinkler density (mm/min) 6.1 8.2 10.2 12.2 14.3 16.3 18.3 20.4 Curve Legend Curve Legend 6000 •I 5000 4000 3000 c 2000 1000 A - B D--E illiiiiiii 557 _ 279 >- 186 -Single point "design only IIIIII 93 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 Ceiling sprinkler density (gpm/ft^) A — Single- or double-row racks with 8 ft (2.44 m) aisles with high temperature ceiling sprinklers an;l ordinary temRgfoffire in-rack spwHtiers - or double-row racks 'with 8 ft (2.44 m) aisles with ordinary temperature ceiling sprinklers and ordinary temperature in-rack sprinklers - Single- or double-row racks with 4 ft (1.22 m) aisles or multiple-row racks with high temperature ceiling sprinklers and ordinary temperature in-rack sprinklers - Single- or double-row racks with 4 ft (1.22 m) aisles or multiple-row racks with ordinary temperature ceiling sprinklers and ordinary temperature in-rack sprinklers FIGURE 16.2.1.3.2(c) Sprinkler System Dedgn Curves — 20 ft (6.1 m) Ifi^ Rat& Storage — Class III Nonencapsulated Comm«>dities — Conventional Pallets. Single- or double-row mcks wlth8li(244in)8UMes and hi(Ht ten^wreture ceiling sprlnMws F— Single- or double-row racks with 8 ft (2.44 m) aisles and ordinary temperature ceiling sprinklers G — Single- or double-row racks with 4 ft (1.22 m) aisles and high temperature ceiling sprinklers Single- or double-row racks with 4 ft (1.22 m) aisles and ordinary temperature ceiling sprinklers Multiple-row racks with 8 ft (2.44 m) or wider aisles and high temperature ceiling sprinklers Multiple-row racks with 8 ft (2.44 m) or wider aisles and ordinary temperature ceiling sprinklers H 2010 Edition ATTACHMENT #7 Copyright 2010 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and single download on October 2, 2010 to Elham Klausbruckner of Klausbruckner & Associates. 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. 13-22 INSTALLATION OF SPRINKLER SYSTEMS 3.9.1.19* Open-Top Container. A container of any .shape that is entirely or partially open on the top. 3.9.1.20 Packaging. A commodity wrapping, cushioning, or container. 3.9.1.21 Plastic Pallet. A pallet having any portion of its construction consisting of a plastic material. 3.9.1.22* Reinforced Plastic Pallet. A plastic pallet incorpo- rating a secondary reinforcing material (such as steel or fiberglass) within the pallet. 3.9.1.23 RoofHei^t. The distance between the floor and the underside of the roof deck within the storage area. 3.9.1.24 SlavePaUet. A special pallet captive to a material- handling system. (See Figure A.3.9.1.11.) 3.9.1.25 Storage Aids. Commodity storage devices, such as pallets, dunnage, separators, and skids. 3.9.1.26 Unit Load. Apallel load or module held together in some manner and normally transported by material- handling equipment. 3.9.1.27 WoodPallet. Apallet constructed entirely of wood with metal fasteners. 3.9.2 Palletized, Solid Pile, Bin Box, and Shelf Storage. 3.9.2.1 Array. 3.9.2.1.1 Closed Array. A storage arrangement where air movement through the pile is restricted because of 6 in. (152 mm) or less vertical flues. 3.9.2.1.2* Open Array. A storage aiTangement where air movement through the pile is enhanced because of vertical flues larger than 6 in. (152 mm). 3.9.2.2 Bin Box Storage. Storage in five-sided wood, metal, or cardboard boxes wilh open face on ihe aisles. Boxes are self-supporting or supported by a structure so designed that littie or no horizontal or verUcal space exists around boxes. 3.9.2.3 Palletized Storage. Storage of commodities on pal- lets or other storage aids that form horizontal spaces be- tween tiers of storage. 3.9.2.4* Pile Stability, Stable files. Those anays where col- lapse, spillage of content, or leaning of stacks across flue spaces is not likely to occur soon after initial fire development. 3.9.2.5* Pile Stability, Unstable Piles. Those arrays where collapse, spillage of contents, or leaning of stacks across flue spaces occurs soon after initial fire development. 3.9.2.6* Shelf Storage. Storage on structures up to and in- cluding 30 in. (0.76 m) deep and separated by aisles at least 30 in. (0.76 m) wide. 3.9.2.6.1* Back-UhBack Shelf Storage. Two solid or perfo- rated shelves up to 30 in. (0.76 m) in depth each, not ex- ceeding a total depth of 60 in. (1.52 m), separated by a longitudinal vertical barrier such as plywood, particle- board, sheet metal, or equivalent, with a maximum 0.25 in. (6.4 mm) diameter penetrations and no longitudinal flue space and a maximum storage height of 15 fl (4.57 m). 3.9.2.7 Solid-Piled Storage. Storage of conmiodities stacked on each other. 3.9.2.8 Solid Unit Load of a Nonexpanded Plastic (Either Car- toned or Exposed). A load that does not have voids (air) within the load and that burns only on the exterior of the load; water from sprinklers might reach most surfaces avail- able to burn. 3.9.3 Rack Storage. 3.9.3.1* Aisle Width. The horizontal dimension between the face of the loads in racks under consideration. 3.9.3.2 Automotive Components on Portable Racks. Automo- tive components on portable racks are defined as the fol- lowing: instrument panels, windshields, metal and plastic gasoline tanks, heater housings, door panels, interior trim, ljumper facia, wiring harnesses, sheet metal, body compo- nents, engines, driveline components, steering mecha- nisms, auxiliary motors, and lighting — all wilh or wilhoul expanded plastic donnage. This definition does not in- clude the storage of air bags, tires, and seals on portable racks. 3.9.3.3 Bulkhead. A vertical barrier across the rack. 3.9.3.4* Face Sprinklers. Standard sprinklers that are lo- cated in transverse flue spaces along the aisle or in the rack, are within 18 in. (0.46 m) of the aisle face of storage, and are used to oppose verUcal development of fire on the ex- temal face of storage. 3.9.3.5 Horizontal Barrier. A solid barrier in the horizontal position covering the entire rack, including all flue spaces al certain height increments, to prevent vei"Ucal fire spread. 3.9.3.6* Longitudincd Flue Space. The space between rows of storage perpendicular lo the direction of loading wilh a width not exceeding 24 in. (610 mm) between storage. 3.9.3.7* Rack. Any combination of vertical, horizontal, and diagonal structural members that support stored male- rials or commodities. [1, 2009] 3.9.3.7.1 Double-Row Racks. Racks less than or equal lo 12 ft (3.7 m) in depth or single-row racks placed back to back having an aggregate depth up to 12 ft (3.7 m), wilh aisles having an aisle width of al least 3.5 ft (1.1 m) between loads on racks. 3.9.3.7.2 Movable Racks. Racks on fixed rails or guides. They 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 (3.7 m) in depth or single- or double-row racks separated by aisles less than 3.5 ft (1.1 m) wide having an overall width greater than 12 fl (3.7 m). 3.9.3.7.4 Portable Radts. Racks that are not fixed in place. They can be an anged in any number of configurations. 3.9.3.7.5 Sir^e-Raw Radts. Racks that have no longitudi- nal flue space and that have a depth up to 6 ft (1,8 m) with aisles having a width of at least 3.5 ft (1.1 m) between loads on racks.-"'" 3.9.3.7.6 Rack She^Area. The area of the horizontal sur- face of a shelf in a rack defined by perimeter aisle(s) or nominal 6 in. (152 mm) flue spaces on all four sides, or by the placement of loads thai block openings that would oth- erwise serve as the required flue spaces. 2010 Edition Copyright 2010 National Fire Protection Association (NFPA). Licensed, by agreement, for Individual use and single download on October 2, 2010 to Elham Klausbruckner of Klausbruckner & Associates. 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. DEFINITIONS 13-23 5.9.5.7.7 Open Rack. Racks without shehing or with shelve ing in racks that are fixed in place with sheH'es having a solid surfece and a shelf area equal to or less than 20 ft* (1.9 m*) or with shelves having a wre mesh, slatted sui-fece, or other ma- terial wilh openings representing at least 50 percent of the shdf area including the horizontal area of rack members arid where the flue spaces are maintained. 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 where shelves are fixed in place with a solid, slatted, or wire mesh banier used as the shelf material and having limited openings in the shelf area. 3.9.3.8 Solid Shelving. Solid shelving is fixed in place, slat- led, wire mesh, or other lype of shelves located within racks. The area of a solid shelf is defined by perimeter aisle or flue space on all four sides. Solid shelves having an area equal lo or less than 20 fl^ (1.9 m'^) shall be defined as open racks. Shelves of wire mesh, slats, or other materials more than 50 percent open and where the flue spaces are main- tained shall be defined as open racks. 3.9.3.9 Transverse Flue Space. The space between rows of storage parallel lo the direction of loading. (See Figure A. 3.9 3.6.) 3.9.4 Rubber Tire Storage Definitions. 3.9.4.1 Banded Tires. A storage method in which a num- ber of tires are strapped together. 3.9.4.2 Horizontal Channel. Any uninterrupted space in excess of 5 ft (1.5 m) in length between horizontal layers of stored tires. Such channels can be formed by pallets, shelv- ing, racks, or other storage arrangements. 3.9.4.3 Laced Tire Storage. Tires stored where the sides of the tires overlap, creating a woven or laced appearance. [See Figure A.3.9.4.9(g).] 3.9.4.4* Miscellaneous Tire Storage. The storage of rubber tires that is incidental to the main use of the building. Stor- age areas shall not exceed 2000 ft" (186 m^). On-tread .stor- age piles, regardless of storage method, shall nol exceed 25 ft (7.6 m) in the direction of the wlteel holes. Acceptable storage arrangements include (a) on-floor, on-side stotage up lo 12 fl (3.7 m) high; (b) on-floor, on-tread storage up lo 5 ft (1.5 m) high; (c) double-row or multirow fixed or portable rack storage on-side or on-tread up to 5 ft (1.5 m) high; (d) single row fixed or portable rack storage on-side or on-lread up lo 12 fl (3.7 m) high; and (e) laced tires in racks up lo 5 ft (1.5 m) in height. 3.9.4.5 On-Side Tire Storage. Tires stored horizontally or flat. 3.9.4.6 On-Tread Tire Storage. Tires stored vertically or on their treads. 3.9.4.7 Palletized Tire Storage. Slorage on portable racks of vatious types utilizing a conventional pallet as a base. 3.9.4.8 Pyramid Tire Storage. On-floor storage in which tires are formed into a pyramid lo provide pile stability. 3.9.4.9* «u66er TireRadi Ittustrations. See Figure A.3.9.4.9(a) through Figure A.3.9.4.9(g). 3.9.4.10 Rubber Tires. Pneumatic tires for passenger auto- mobiles, aircraft, light and heavy trucks, trailers, fann equip- ment, construction equipment (off-the-road), and buses. 3.9.5 Roll Paper Definitions. 3.9.5.1 Array (Paper). 3.9.5.1.1 Closed Array (Paper). A vertical slorage arrange- ment in which the distances between columns in both di- rections are short [not more than 2 in. (50 mm) in one direction and 1 in. (25 mm) in the other]. 3.9.5.1.2 Open Array (Paper). A vertical storage arrange- ment in which the distance between columns in both direc- tions is lengthy (all vertical arrays other than closed or stan- dard). 3.9.5.1.3* Standard Array (Paper). A vertical storage ar- rangement in which the distance between columns in one direction is short [1 in. (25 mm) or less] and is in excess of 2 in. (50 mm) in the other direction. 3.9.5.2 Banded Roll Paper Storage. Rolls provided wilh a circumferential steel strap [•% in. (9.5 mm) or wider] at each end of the roll. 3.9.5.3 Column. A single vertical stack of rolls. 3.9.5.4 Core. The central tube around which paper is wound to fonn a roll. 3.9.5.5 Paper (General Term). The lerm for all kinds of felted sheets made from natural fibrous materials, usually vegetable bul sometimes mineral or animal, and formed on a fine wire screen from waler suspension. 3.9.5.6 Roll Paper Storage. 3.9.5.6.1 Horizontal Roll Paper Storage. Rolls stored with the cores in the horizontal plane (on-side storage). 3.9.5.6.2 Vertical Roll Paper Storage. Rolls stored v\ilh the cores in ihe vertical plane (on-end storage). 3.9.5.6.3* Wi-apped Roll Paper Storage. Rolls provided with a complete heavy kraft covering around both sides and ends. 3.9.5.7* Roll Paper Storage Height. The maximum vertical distance above the floor at which roll paper is normally stored. 3.9.6 Baled Cotton Definitions. 3.9.6.1* Baled Cotton. A natural .seed fiber wrapped and secured in industry-accepted maleiials, usually consisting of burlap, woven polypropylene, or sheet polyethylene, and secured wilh steel, synthetic or wire bands, or wire; also includes linlers (lint removed from the cottonseed) and motes (residual materials from the ginning process). (See Table A.3.9.6.1.) 3.9.6.2* Tiered Storage. An arrangement in which bales are stored direclly on the floor, two or more bales high. 3.10 Marine Defimtions. These definitions apply to Chap- ter 17 only. 3.10.1 A-Class Boimdary. A boundaiy designed lo resist the passage of smoke and flame for 1 hour when tested in accor- dance with ASTM E 119, Standard Test Methods for Fire Tests of Building Construction and Materials. 3.10.2 B-Class Boimdary. A boundary designed lo resist the passage of flame for Vi hour when tested in accordance wilh 2010 Edition Copyright 2010 National Fire Protection Association (NFPA). Licensed, by agreement, for Individuai use and single download on October 2, 2010 to Elham Klausbruckner of Klausbruckner & Associates. No other reproduction or transmission in any form permitted without written permission of NFPA. For Inquires or to report unauthorized use, contact licensmg@nfpa.org. INSTALLATION REQUIREMENTS 13-51 8.5.3.3.2 The distance from the wall lo the sprinkler shall be measured perpendicular lo the wall. 8.5.3.4 Minimum Distance Between Sprinklers. 8.5.3.4.1 A minimum distance shall be maintained between sprinklers to prevent operating sprinklers from welting adja- cent sprinklers and lo prevent skipping of sprinklers. 8.5.3.4.2 The minimum distance permitted between sprin- klers shall comply wilh the value indicated in the applicable section for each type or style of sprinkler. 8.5.4 Deflector Position. 8.5.4.1* Distance Below Ceilings. 8.5.4.1.1 The distances between ihe sprinkler deflector and the ceiling above shall be selected based on the lype of sprin- kler and the type of constmction. 8.5.4.1.2 For comigated melal deck roofs up lo 3 in. (76 mm) in deptii, the distance shall be measured lo tiie sprin- kler from the bottom of the deck. For deeper decks, the dis- tance shall be measured lo the highest point on the deck. 8.5.4.1.3 For ceilings that have insulation allached direclly lo underside of ihe ceiling or roof struclure, ihe deflector dis- tance shall be measured from the bottom of the insulation and shall be in accordance wilh 8.5.4.1.3.1 or 8.5.4.1.3.2. 8.5.4.1.3.1 For insulation that is attached directly to the ceil- ing or roof structure and is installed flat and parallel lo the ceiling or roof structure, the deflector distance shall be mea- sured lo the underside of the insulation. 8.5.4.1.3.2 For insulation lhal is installed in a manner lhal causes it lo deflect or sag down from the ceiling or roof struc- ture, the deflector distance shall be measured as half of the distance of the deflection from the insulation high point to the insulation low point If the deflection or sag in the insula- tion exceeds 6 in. (152 mm), the deflector distance shall be measured to the high point of the insulation. The deflector .shall not be positioned above the low point of the insulation. 8.5.4.1.4* Heal collectors shall not be used as a means to assist the activation of a sprinkler. 8.5.4.2 Deflector Orientation. Deflectors of sprinklers shall be aligned parallel lo ceilings, roofs, or the incline of stairs. 8.5.5 Obstructions to Sprinkler Discharge. 8.5.5.1* Performance Objective. Sprinklers shall be located so as lo minimize obstructions lo discharge as defined in 8.5.5.2 and 8.5.5.3, or additional sprinklers shall be provided to en- sure adequate coverage ofthe hazard. (See Figure A.8.5.5.1.) 8.5.5.2* Obstructions to Sprinlder Discharge Pattem Develop- ment. 8.5.5.2.1 Continuous or noncontinuous obstructions less than or equal lo 18 in. (457 mm) below the sprinkler deflector thai prevent the pattern from fully developing shall comply with 8.5.5.2. 8.5.5.2.2 Sprinklers shall be positioned in accordance with the minimum distances and special requirements of SecUon 8.6 through Seclion 8.12 so lhal they are located sufficientiy away from obslrtictions such as Imss webs and chords, pipes, columns, and fixtures. 8.5.5.3* Obstructions That Prevent Sprinkler Discharge from Reaching the Hazard. Continuous or noncontinuous obstruc- tions that interrtipl the waler discharge in a horizontal plane more than 18 in. (457 mm) below the sprinkler deflector in a manner to limit the distribution from reaching the protected hazard shall comply with 8.5.5.3. 8.5.5.3.1 Sprinklers shall be installed under fixed obstnic- tions over 4 ft (1.2 m) wide such as ducts, decks, open gi-ate flooring, cutting tables, and overhead doors. 8.5.5.3.2 Sprinklers shall not be required under obstructions thai are not fixed in place such as conference tables. 8.5.5.3.3* Sprinklers installed under open gratings .shall be of the intemiediale level/rack stoiage lype or otherwise shielded from llie discharge of overhead sprinklers. 8.5.6* Clearance 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 ofstQrage shall be 18 in. (457 mm) or greater. 8.5.6.2 Where other standards specify greater clearance to slorage minimums, ihey shall be followed. 8.5.6.3 A minimum clearance lo slorage of 36 in. (914 mm) shall be permitted for special sprinklers. 8.5.6.4 A minimum clearance to slorage of less than 18 in. (457 mm) between the top of storage and ceiling sprinkler deflectors shall be permitted where proven by successful large- scale fire tests for the particular hazard. 8.5.6.5 The clearance from the lop of storage to sprinkler deflectors shall be not less than 36 in. (914 mm) where mbber tires are stored. 8.5.7 Skylights. 8.5.7.1 Sprinklers shall be permitted to be omitted from sky- lights nol exceeding 32 fl^ (3 m^) in area, regardless of hazard cla.ssification, that are separated by at least 10 ft (3 m) horizon- tally from any other unprotected skylight or unprotected ceil- ing pocket. 8.5.7.2 Skylights not exceeding 32 ft^ (3 m^) shall be pennit- ted 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 Seclion 8.6. 8.6.2 Protection Areas per Sprinkler (Standard Pendent and Upright Spray Sprinklers). 8.6.2.1 Determination of the Protection Area of Coverage. 8.6.2.1.1 Except as perniitled by 8.6.2.1.2, the protection area of coverage per sprinkler (A,) shall be determined in accordance wilh 8.5.2.1. 8.6.2.1.2 The requirements of 8.6.2.1.1 shall not apply in a small room as defined in 3.3.17; the protection area of cover- age for each sprinkler in the small room shall be the area of tiie room divided by the number of sprinklers in the room. 8.6.2.2 Maximum Protection Area of Coverage. 8.6.2.2.1* The maximum allowable protection area of cover- age for a sprinkler (A,) shall be in accordance wilh the value indicated in Table 8.6.2.2.1(a) through Table 8.6.2.2.1(d). 2010 Edition Copyright 2010 National Fire Protection Association (NFPA). Licensed, by agreement, for Individual use and single download on October 2, 2010 to Elham Klausbruckner of Klausbruckner & Associates. No other reproduction or transmission In any form permitted without written permission of NFPA. For Inquires or to report unauthorized use, contact llcensing@nfpa.org. INSTALLATION REQUIREMENTS 13-53 Tiibie 8.6.2.2.1(d) Protection Areas and Maximum Spacing of Standard Pendent and Vptif^t Spray Sfmnklers for Constmction Type System Type Protection Area Maximum Spadng ft m All AU Food Cooler Hydraulically calculated with density 2K>.25 Hydraulically rar calcidai^cKnth de«SJ^<0.25 100 9.3 12* 3.7* 130 12.1 15 4.6 7=^ where solid stmctural members create bays up to 25 ft (7.6 in) wide, maximum spacing between sprinklers is pennitted up to 12 ft 6 in. (3.8 m). 8.6.3.2.4* The reqiurements of 8.6.3.2.1 shall nol apply within small rooms as defined in 3.3.17, sprinklers shall be permitted lo be located not more than 9 ft (2.7 m) from any single wall, and sprinkler spacing limitations of 8.6.3 and area limitations of Table 8.6.2.2.1(a) shall nol 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 lo the nearest sprin- kler shall nol 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. (102 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 mel, sprinklers shall be spaced not less than 6 ft (1.8 m) on cenler. 8.6.3.4.2 Sprinklers shall be permitted lo be placed less than 6 ft (1.8 ni) on center where the following conditions are satisfied: (1) Baffles shall be installed and located midway between sprin- klers and an-anged to protect the actuating elements. (2) Baffles shall be of noncombustible or limiled-coinbuslible material that will stay in place before and during sprinkler operation. (3) Baffles shall be not less than 8 in. (203 mm) wide and 6 in. (152 mm) high. (4) The tops of baffles shall extend between 2 in. and 3 in. (51 mm and 76 mm) above the deflectors of upright sprinklers. (5) 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 pennitted 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 fl (1.8 m) on centei. 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- niuni of 1 in. (25.4 mm) and a maximum of 12 in. (305 mm) throughout the area of coverage of the sprinkler. 8.6.4.1.1.2 The requiremenls of 8.6.4.1.1.1 shall not apply where ceiling-type sprinklers (concealed, recessed, and flush types) have the operating element above the ceiling and the deflector located nearer to the ceiling where installed in ac- cordance with their listing. 8.6.4.1.1.3 The requiremenls of 8.6.4.1.1.1 shall not apply for light and ordinary hazard occupancies wilh ceilings of non- combustible or limiled-combuslible construction. (A) Wliere a vertical change in ceiling elevation within the area of coverage ofthe sprinkler creates a distance of more than 36 in. (914nim) between the upper ceiling and the sprinkler deflector, a verUcal plane extending down from the ceiling at the change in elevation shall be considered a wall for the pur{)o,se of sprinkler .spacing as .showii in Figure 8.6.4.1.1.3(A). Maximum I Maximum [*—V2S — IT - Vertical plane treated as wall for sprinkler spacing X> 36 in. (914 mm) S = Maximum allowable distance between sprinklers FIGURE 8.6.4.1.1.3(A) Vertical Change in Ceding Elevation Greater Than 36 in. (914 mm). (B) Where the distance between the upper ceiling and the sprinkler deflector is less than or equal to 36 in. (914 mm), the sprinklers shall be permitted to be spaced as though the ceil- ing was flat, provided the obstmction rules are observed as shown in Figure 8.6.4.1.1.3(B). 8.6.4.1.2 Obstructed Construction. Under obstructed con- struction, the sprinkler deflector shall be located in accor- dance wilh one of the following arrangements: (1) Installed with the deflectors within the horizontal planes of 1 in. to 6 in. (25.4 mm to 152 mm) below the structural members and a maxiiniini distance of 22 in. (559 mm) below the ceiling/roof deck (2) Installed with the deflectors al or above the bottom of the structural member to a maximum of 22 in. (559 mm) below the ceiling/roof deck where ihe sprinkler is in- stalled in conformance with 8.6.5.1.2 2010 Edition Copyright 2010 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and single download on October 2, 2010 to Elham Klausbruckner of Klausbruckner & Associates. 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. 13-122 INSTALLATION OF SPRINKLER SYSTEMS 12.4.3 ESFR sprinklers shall only be permitted to be wet pipe systems. 12.5 Dry Pipe and Preaction Systems. 12.5.1 For dry pipe systems and preaction systems, the area of sprinkler operation shall be increased by 30 percent without revising the density. 12.5.2 Densities and areas shall be selected so that the final area of operation after the 30 percent increase is nol greater than 6000 ft'^ (557.4 ni^). 12.6* Storage Applications. 12.6.1 For storage appUcations with densities of 0.20 gpm/f A, (8.2 mm/min) or less, standard-response sprinklers with a K-factor of K-5.6 (80) or larger shal! be pennitted. 12.6.2 For general storage applications, rack storage, rubber lire storage, roll paper storage, and baled cotton storage being protected with upright and pendent spray sprinklers with re- quired densities of greater than 0.20 gpm/fl to 0.34 gpin/fl' (8.2 mm/min to 13.9 mm/min), standard-response sprinklers with a nominal K-factor of K-8.0 (115) or larger shall be used. 12.6.3 For general storage applications, rack slorage, mbber lire storage, roll paper storage, and baled colton storage being protected with upiighi and pendent spray sprinklers wilh re- quired densities greater than 0.34 gpm/fl^ (13.9 mm/min), standard-response spray sprinklers wilh a K-faclor of K-11.2 (161) or larger lhal are listed for storage applications shall be used. 12.6.4* Unless the requirements of 12.6.5 are met, the re- quiremenls of 12.6.2 and 12.6.3 shall nol apply lo modifica- tions lo existing slorage application systems, using sprinklers with K-faclors of K-8.0 (115) orless. 12.6.5 Where applying the requiremenls of Figure 17.2.1.2.1(b) and Figure 17.2.1.2.1(c) utilizing the design cri- teria of 0.6 gpin/ft^ per 2000 fl^ (24.4 mm/min per 186 m^) lo existing slorage applications, the requiremenls of 12.6.3 shall apply. 12.6.6 The use of quick-response spray sprinklers for storage applications shall be permitted when listed for such use. 12.6.7 CMSA and ESFR sprinklers shall be permitted lo pro- tect ordinai7 hazard storage of Class I through Class IV com- modities, plastic commodities, miscellaneous storage, and other storage as specified in Chapter 12 through Chapter 20 or by other NFPA standards. 12.6.8 The design figures indicate waler demands for ordinaiy-temperalure rated and nominal high-lemperature rated sprinklers al the ceiling. 12.6.8.1 The ordinaiy-temperalure design densities corre- spond to ordinaiy-temperalure raled sprinklers and shall be used for sprinklers wilh ordinaiy- and inleniiediale- teniperaltire classification. 12.6.8.2 The high-lemperature design densities conespond to high-temperature rated sprinklers and shall be used for sprinklers having a high-temperature raling. 12.6.9 Ordinary- and inlennediale-temperature sprinklers wilh K-factors of K-11.2 (161) or larger, where listed for stor- age, shall be permiued lo use the densities for high- lemperalure sprinklers. 12.7 Dischaige Considerations. 12.7.1 The water supply for sprinklers only shall be detennined either from the density/area requirements of Chapter 12 through Chapter 20 or shall be based upon the room design method in accordance with Seclion 12.10, at the discretion ofthe designer 12.7.2* Systems with Midtiple Hazard Classifications. For sys- tems with multiple hazard classifications, the hose stream al- '°^"lFood Cooler duration shall be in accordance wilh {l)JXhc'w!iler supply requiremenls for the highest hazard classification within the system. (2) The waler supply requiremenls for each individual hazard classification shall be used in the calculations for the de- sign area for lhal hazard. (3) *For systems wilh multiple hazard classifications where ihe higher classification only lies within single rooms less than or equal to 400 fl'"^ (37.2 iii'^) in area with no such rooms adjacent, the waler 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- temiined by adding the hose stream allowance from Chapter 12 through Chapter 20 lo the waler supply for sprinklers as determined by Chapter 12 through Chapter 20. 12.7.5 The minimum water .supply shall be available for the minimum duration specified in Chapter 12 through Chapter 20. 12.7.6 Total system water supply requirements shall be deter- mined in accordance wilh the hydraulic calcidation proce- dures of Chapter 22. 12.7.6.1 When using the density/area method, the design area shall meet ihe requiremenls of 22.4.4.1.1.1. 12.7.6.2 When using CMSA, the design area shall meet the requiremenls of 22.4.4.2.1. 12.7.6.3 When using ESFR sprinklers, the design area shall consist of the most hydraulically demanding area of 12 sprin- klers, consisting of four sprinklers on each of three branch lines, unless other specific numbers of design sprinklers are required in other sections of this standard. 12.7.7 Multiple Adjustments. 12.7.7.1 Where nuiltiple adjustments lo the area of operation are required lo be made, these adjustments shall be com- pounded based on the area of operation originally selected. 12.7.7.2 If the building has unspiinklered combustible con- cealed spaces, the rules of Seclion 12.9 shall be applied after all other modifications have been made. 12.8 Hose Demand. 12.8.1* Tanks shall be sized to supply the equipment lhal they seive. 12.8.2* Pumps shall be sized lo supply the equipment lhal they serve. 12.8.3 Water allowance for outside hose shall be added to the sprinkler requirement at the connection lo the cily main or a yard hydrant, whichever is closer lo the system riser 2010 Edition Copyright 2010 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and single download on October 2, 2010 to Elham Klausbruckner of Klausbruckner & Associates. 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. 13-126 INSTALLATION OF SPRINKLER SYSTEMS Table 12.12.2.1 ESFR Sprinkler Protection for Indoor Storage of Idle Plastic Pallets Type of Sprinkler (Orientation) Location of Storage Nominal K-Factor Maximum Storage Height Maximiun CeiUng/Roof Height Minimum Operating Pressure Hose Stream Allowance Water Supply Duration (hours) Type of Sprinkler (Orientation) Location of Storage Nominal K-Factor ft m ft m psi bar gpm L/min Water Supply Duration (hours) 25 7.6 30 9.1 50 3.4 14.0 (200) 25 7.6 32 9.8 60 4.1 ESFR On floor or rack wilhoul solid shelves 14.0 (200) 35 10.7 40 12.2 75 5.2 250 945 1 (pendent) On floor or rack wilhoul solid shelves 25 7.6 30 9.1 35 2.4 250 945 1 16.8 (240) 25 7.6 32 9.8 42 2.9 16.8 (240) 35 10.7 40 12.2 52 3.6 12.12.2.3 Idle plastic pallets shall be stored only in racks where protected in accordance with the requirements of Table 12.12.2.1. 12.12.2.3.1 When specific test data and a product listing are available, the data shall lake precedence in delermining the required protection of idle plastic pallets stored in racks. 12.12.3 Idle Pallets Stored on Racks, on Shelves, and Above Doors. 12.12.3.1 Idle pallets shall not be stored on racks or shelves, except where permitted in 12.12.1.3, 12.12.2.3, and 12.12.3.2. 12.12.3.2 Idle wood pallets shall be permitted to be stored on the lowest level of storage only where no storage or shelves are located above the stored pallets and the applicable protection criteria referenced in Seclion 12.12 are applied. 12.12.3.3 WTiere idle pallet slorage is above a door, the idle pallet slorage height shall be calculated from the base of stor- age above the door using the applicable protection criteria referenced in Section 12.12. 12.12.4 High-Expansion Foam — Reduction to Ceiling Density. A reduction in ceiling density lo one-half dial required for idle pallets shall be permitted without revising the design area, bul the density shall be no less than 0.15 gpm/fl''' (6.1 mm/min). Chapter 13 Miscellaneous Storage 13.1 MisceUaneous Storage Up to 12 ft (3.7 m) in Height. 13.1.1 Hose Connections. Hose connections shall nol be re- quired for the protection of miscellaneous slorage. 13.2 Design Basis. 1S.2.1 Table 13.2.1 and Figure 13.2.1 shall apply to any of the following situations: (1) MisceUaneous storage of Class I through Oass IV com- modities up to 12 ft (3.7 m) in height (2) Miscellaneous storage of Group A plastics up to 12 ft (3.7 m) in height (3) Miscellaneous storage of rubber tires up to 12 ft (3.7 m) in height (4) MisceUaneous storage of roHed paper up lo 12 ft (3.7 m) in height (5) Storage of Class I through Oass IV commodities up to 12 ft (3.7 m) in height as directed by 14.2.3.1 and 16.2.1.2.1 (6) Storage of Group A plastics up to 5 ft (1.5 m) in height as directed by 15.2.1 and 17.2.1.1 13.2.2 Installalion criteria as permitted by NFPA 13 and de- sign criteria and modifiers as permitted by the density/area method of Chapter 11 for ordinary hazard Group 1, ordinaiy hazard Group 2, extra hazard Group 1, and extra hazard Group 2 occupancies shall be applicable for the protection of any of the following: (1) Miscellaneous storage as described by Table 13.2.1 (2) Commodity Class 1 through Class IV storage 12 fl (3.7 m) or le.ss in height as directed by 14.2.3.1 and 16.2.1.2.1 (3) Storage of Group A plastics up to 5 ft (1.5 m) in height as directed by 15.2.1 and 17.2.1.1 13.3 In-Rack Sprinklers. 13.3.1 General. In-rack sprinklers required by Table 13.2.1 shall meet the requirements of ihis section and the applicable slorage protection and arrangement sections of this chapter. 13.3.2 Discharge Criteria. In-rack sprinklere shall have a K-factor of 5.6 (80) or larger and operate at a minimum of 15 psi (1 bar). 13.3.3 Water Demand. Where one level of in-rack sprinklers is installed for miscellaneous slorage, water demand shall be based on simultaneous operation of the hydraulically most de- manding four adjacent sprinklers. 2010 Edition Copyright 2010 National Fire Protection Association (NFPA). Licensed, by agreement, for Individuai use and single download on October 2, 2010 to Elham Klausbruckner of Klausbruckner & Associates. No other reproduction or transmission In any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact llcensing@nfpa.org. MISCELLANEOUS STORAGE 13-127 Table 13.2.1 Dischaige Criteria for Miscellaneous Storage 12 ft (3.7 m) or Less in Height Storage Height Maximum Ceiling Height Design Curve Figure 13.2.1 Inside Hose Total Combined Inside and Outside Hose Duration (minutes) Commodity Type of Storage ft m ft m Design Curve Figure 13.2.1 Note gpm L/min gpm L/min Duration (minutes) Ciass I to Class fV^ Class I <12 <3.7 --OHl 0. 50. 100 0, 189, 379 250 946 90 Class 11 Palletized, bin box, shelf, and rackand back-totjack £3.05 — — OHl 0,50 100 0.189, 379 946 90 Class 11 Palletized, bin box, shelf, and rackand back-totjack >10 to <12 >'i.Oj to <3.7 — — OH2 0, 50, 100 0. 189, 379 250 946 90 Class Iti;; • shelf storage <12 <3.7 -OH2 0, 50, 100 0. 189. 379 250 946 90 Class IV <10 <3.or> -OH2 0, .50, 100 0, 189, 379 250 946 90 Class IV Palletized, bin box, and slteif >10to <12 >3.0.5 to S3.7 32 — OH2 0. 50. 100 0, 189. 379 250 946 90 Rack back-to-back shelf storage >10to SI 2 >3.or) to S3.7 32 — F.Hl 0.50, 100 0, 189, 379 .WO 1893 120 Group .\ Plastic Storage <a <^.5 --OH2 0, 50, 100 0. 189, 379 250 946 90 >5 to SIO >1.5 to <3.05 l:> 4.B EHl 0. 50. 100 0, 189, 379 500 1893 120 Pallerized. bin box, slielf. and rack and >5 to <10 >i.r) to<3.05 20 B.l F.H2 0.50. 100 0, 189, 379 500 1893 120 Unexpanded and expanded back-to-back shelf storage >10 to <12 >3.03 to <3.7 17 5.2 F.H2 0, 50. 100 0, 189, 379 500 1893 120 Cartoned Unexpanded and expanded >10to <12 >3.05 to <3,7 32 .">,2 OH2 + I level of in-rack 0, 50, 100 0. 189, 379 250 946 90 Palletized, bin box. shelf, and back-to-back shelf storage >10to SI 2 >3.05 to <3,7 32 8.2 EH2 0, 50, 100 0, 189, 379 500 1893 120 Rack >10 to <12 >3.05 to <3.7 32 OH2 + 1 level of in-rack 0, 50, 100 0. 189, 379 250 946 90 (foniiniu's) 2010 Edition Copyright 2010 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and single download on October 2,2010 to Elham Klausbruckner of Klausbruckner & Associates. No other reprodufition or transmission In any form permitted without written permission of NFPA. For Inquires or to report unauthorized use, contact licensing@nfpa.org. CLASS I TO CLASS IV COMMODITIES STORED PALLETIZED, SOUD PILED, BIN BOXES, OR SHELF STORAGE 13-129 Density (mm/min) 2.0 4.1 6.1 8.1 10.2 12.2 14.3 16.3 0.05 0.10 0.15 0.20 0.25 0.30 0.35 Density (gpm/ft^) 0.40 FIGURE 13.2.1 Miscellaneous Storage 12 ft (3.7 m) or Less in Hei^t — Design Curves (see Table 13.2.1). Chapter 14 Protection of Class I to Class IV Commodities That Are Stored Palletized, Solid Piled, Bin Boxes, Shelf Storage, or Back-to-Back Shelf Storage 14.1 General. 14.1.1 This chapter shall apply to a broad range of combus- tibles that are stored palletized, solid piled, bin boxes, shelf storage, or back-to-back shelf storage. 14.1.2 The requirements of Chapter 12 shall apply unless modified by this chapter. 14.1.3* The minimum water supply requirements for a hy- draulically designed occupancy hazard fire control sprinkler system shall be determined by adding the hose stream allow- ance from Table 14.1.3 to the water supply for sprinklers. 14.1.4 This supply shall be available for the minimum dura- tion specified in Table 14.1.3. (See Section C.8.) 14.2* Control Mode Density/Area Sprinkler Protection Criteria for Palletized, Solid Piled, Bin Box, Sbtit Storage, or Badc-to- Back Shelf Storage of Oass I Throu^ Class IV Commodities. 14.2.1 Protection for Class 1 through Class IV commodities in the following configurations shall be provided in accordance with this chapter: (1) Nonencapsulated commodities that are solid piled, pallet- ized, or bin box storage up to 30 ft (9.1 m) in height (2) Nonencapsulated commodities on shelf storage up to 15 ft (4.6 m) in height (3) *Encapsulated commodities that are solid piled, palletized, bin box, or shelf storage up to 15 ft (4.6 m) in height (4) Back-to-back shelf storage up to 15 ft (4.6 m) in height 14.2.2 The area and density for the hydraulically remote area and the water supply shall be determined as specified in 14.2.3 for storage up to and including 12 ft (3.7 m) and 14.2.4 for storage over 12 ft (3.7 m). Table 14.1.3 Hose Stream Allowance and Water Supply Duration Reqiurements Commodity Classification Storage Height Inside Hose Total Combined Inside and Outside Hose Duration (minutes) Commodity Classification ft m gpm L/min gpm L/min Duration (minutes) Class 1,11, and III Over 12 up to 20 Over 3.7 up to 6.1 0, 50, or 100 0,190, or 380 500 1900 90 Class 1,11, and III Over 20 up to 30 Over 6.1 up to 9.1 0, 50, or 100 0,190, or 380 500 1900 120 Class IV Over 12 up to 20 Over 3.7 up to 6.1 0, 50, or 100 0, 190, or 380 500 1900 120 Class IV Over 20 up to 30 Over 6.1 up to 9.1 0, 50, or 100 0, 190, or 380 500 1900 150 2010 Edition ATTACHMENT #8 Copyright 2010 National Fire Protection Association (NFPA). Licensed, by agreement, for Individual use and single download on October 2, 2010 to Elham Klausbruckner of Klausbruckner & Associates. 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. ANNEX A 13-253 International Shore Connection Threads to mate hydrants and hose at shore facilities Threads to mate hydrants and hose on ship —7 0.75 in. (19 mm) Ship Material; Brass or bronze suitable for 150 psi (10.3 bar) service (ship) 0.75 in. (19 mm) Shore Material: Any suitable for 150 psi (10.3 bar) service (shore) Flange surface: Flat face Gasket material: Any suitable for 150 psi (10.3 bar) service Bolts: Four % in. (16 mm) minimum diameter, 2 in. (51 mm) long, threaded to within 1 in. (25.4 mm) of bolt head Nuts: Four, to tit bolts Washers: Four, to fit bolts FIGURE A3.10.7 Intemational Shore Fire Connection. A.5.1 Occupancy examples in the listings as shown in the various hazard classifications are intended to represent the norm for those occupancy types. Unusual or abnormal fuel loadings or combustible characteristics and susceptibility for changes in these characteristics, for a particular occupancy, are considerations that should be weighed in llie selection and classification. The light hazard classification is intended to encompass residential occupancies; however, this is nol intended lo pre- clude the use of listed residential sprinklers in residential oc- cupancies or residential portions of other occupancies. A5.2 Light hazard occupancies include occupancies having uses and conditions similar to the following: Animal shelters Churches Clubs Eaves and overhangs, if of combustible construction with no combustibles beneath Educational Hospitals, including animal hospitals and veterinary fecilides Institutional Kennels Libraries, except lai^e stack rooms Museums Nursing or convalescent homes —^ Offices, including data processing Residential Restaurant seating areas pieaters and auditoriums, excluding stages and prosceniums Unused attics Note that it is not the committee's intent to automatically equate library bookshelves with ordinary hazard occupancies or ^rith library stacks. Typical library bookshelves of approxi- mately 8 ft (2.4 m) in height/containing books stored verti- cally on end, held in place in dose association with each other, with ai.sles wider than 30 in. (762 mm) can be considered to be light hazard occupancies. Similarly, library stack areas, which are more akin to shelf storage or record storage, as defined in NFPA 232, Standard for the Prolectim of Records, should be con- sidered to be ordinary hazard occupancies. A.5.3 For purjjoses of these definitions. Class I, Class II, Class III, and Class IV commodities would be considered lo have moderate rates of heal release, while Group A plastics would be considered to have high rates of heal release. Stockpiles are considered lo include display merchandise (mercantile) and arrangements of combustibles ancillary lo operations within the occupancy as op- posed lo dedicated slorage areas where the fire loading is gener- ally more .severe. A.5.3.1 Ordinaiy hazard occupancies (Group 1) include oc- cupancies having uses and contJilioiis similar lo the following: Automobile parking and showrooms Bakeries Beverage manufacturing Canneries Dairy products manufacturing and processing Electronic plants Glass and glass products manufacturing Laundries Restaurant service areas A5.3.2 Ordinary hazard occupancies (Group 2) include oc- cupancies having uses and conditions similar lo the following: Agricultural facilities Barns and stables Cereal mills Chemical plants — ordinarv' Confectioner)' products Distilleries Di^y cleaners Exterior loading docks Note that exterior loading docks only used for loading and unloading of ordinaiy combustibles should be cla.ssifiecl as OH2. For the handling of fiammable and combustible liquids, hazardous malerials, or where utilized for slorage, exterior loading docks and all interior loading docks should be pro- tected based upon the actual occupancy and the materials handled on the dock, as if the materials were actually stored in lhal configuration. Feed mills Horse stables Leather goods manufacluring Libraries •— large slack room areas Machine shops Melal working Mercantile Paper and pulp mills Paper process plants Piers and wharves 2010 Edition Copyright 2010 National Fire Protection Association (NFPA). Licensed, by agreement, for individuai use and single download on October 2, 2010 to Eltiam Klausbruckner of Kiausbruckner & Associates. 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. 13-118 INSTALLATION OF SPRINKLER SYSTEMS SOOO 20 4.1 6.1 Density (mnVmin) 8.1 10.2 12.2 14.3 16.3 I 4000 •5 2500 I 2000 1500 \ \ 1 r V > OA L w -\ \ -fl - 465 372 279 ? 232 .g ca 186 £ <. 139 0.15 0.20 0.25 Density (gjm/ft^) 0.30 0.35 0.40 11.2.3.1.1 Density/Area Curves. Table 11.2.3.1.2 Hose Stream Allowance and Water Supply Duration Requirements for Hydraulically Calculated Systems Inside Hose Total Combined Inddeand Outside Hose Duration (minutes) Occupancy gpm L/min gpm L/min Duration (minutes) Light hazard 0,50, or 100 0.189, or 379 100 379 30 Ordinary hazard 0, 50, or 100 0, 189, or 379 250 946 60-90 Extra hazard 0, 50, or 100 0, 189, or 379 500 1893 90-120 11.2.3.1.3 The lower duration values in Table 11.2.3.1.2 shall be permitted where the sprinkler system waterflow alarm de- vice (s) and supervisory device (s) are electrically supervised and such supervision is monitored at an approved, constantly attended location. 11.2.3.1.4 Restrictions. When either the density/area method or room design method is used, the f ollowing shall apply: (1) *For areas of sprinkler operation less than 1500 ft* (139 m"^) used for light and ordinary hazard occupancies, the density for 1500 ft^ (139 m^) shall be used. (2) For areas of sprinkler operation less than 2500 ft^ (232 m^) for extra hazard occupancies, the density for 2500 ft'' (232 m'-^) shall be used. (3) *Unless the requirements of 11.2.3.1.4(4) are met for buildings having unsprinklered combustible concealed spaces, as described in 8.15.1.2 and 8.15.6, ihe minimum area of sprinkler operation for that portion of the build- ing shall be 3000 fi^ (279 ni^). The design area of 3000 fi^ (279 m^) shall be applied only to the sprinkler system or portions of the sprinkler system lhal are adjacent lo ihe qualifying combustible concealed space. (4)*The following unsprinklered concealed spaces shall nol require a minimum area of sprinkler operation of 3000 fl^ (279 ni"^); (a) Noncombustible and limiled-combuslible concealed spaces wilh minimal combustible loading having no access. The space shall be considered a concealed space even wilh small openings such as those used as return air for a plenum. (b) Noncombustible and limited-combustible concealed spaces with limited access and not permitting occu- pancy or storage of combustibles. The space shall be considered a concealed space even with small open- ings such as those used as return air for a plenum. (c) Combustible concealed spaces filled entirely with noncombustible insulation. (d) *Light or ordinary hazard occupancies where non- combustible or limited-combustible ceilings are di- rectly allached lo the bottom of solid wood joists or solid limited-combustible conslruction or noncom- bustible construction so as lo create enclosed joist spaces 160 fr'' (4.5 m^) or less in volume, including space below insulation that is laid directiy on top or within the ceiling joists in an olhei-wise sprinklered concealed space. (e) Concealed spaces where rigid materials are used and ihe exposed surfaces have a flame spread index of 25 or less and tiie materials have been demonstrated lo not propagate fire more than 10.5 fl (3.2 m) when tested in accordance wilh ASTM E 84, Standard Test Method of Surface Buming Characteristics of Building Ma- lerials, or ANSI/UL 723, Standard for Test for Surface Buming Characteristics of Building Materials, extended for an additional 20 minutes in the fonn in which they are installed in the space. (f) Concealed spaces in which the exposed materials are constructed entirely of fire-retardanl treated wood as defined by NFPA 703, Standard for Fire Petardant- Trealed Wood and Fire-Retardant Coatings for Building Materials. (g) Concealed spaces over isolated small rooms not ex- ceeding 55 ft^ (5.1 m^) ill area. 2010 Edition ATTACHMENT #9 Copyright 2010 National Fire Protection Association (NFPA). Licensed, by agreement, for individuai use and single download on October 2, 2010 to Elham Klausbruckner of Klausbruckner & Associates. No other reproduction or transmission in any form permitted without written permission of NFPA. For Inquires or to report unauthorized use, contact ilcensing@nfpa.org. ANNEXA 13-253 international Shore Connection Threads to mate hydrants and hose at shore facilities Threads to mate hydrants and hose on ship 0.75 in. (19 mm) Ship Material: Brass or bronze suitable for 150 psi (10.3 bar) service (ship) 0.75 in (19 mm) Shore Material: Any suitable for 150 psi (10.3 bar) service (shore) Flange surface: Flat face Gasket material: Any suitable for 150 psi (10.3 bar) service Bolts: Four % in. (16 mm) minimum diameter, 2 in. (51 mm) long, threaded to within 1 in. (25.4 mm) of bolt head Nuts: Four, to fit bolts Washers: Four, to fit bolts FIGURE A.3.10.7 Intemational Shore Fire Connection. A.5.1 Occupancy examples in the listings as shown in the various hazard classifications are inlended lo represent the norm for those occupancy types. Unusual or abnormal fuel loadings or combustible characteristics and susceptibility for changes in these characteristics, for a particular occupancy, are considerations that should be weighed in the selection and classification. The light hazard classification is intended lo encompass residential occupancies; however, this is not intended to pre- clude the use of listed residential sprinklers in residential oc- cupancies or residential portions of other occupancies. A.5.2 Light hazard occupancies include occupancies having uses and conditions similar to the following: Animal sliellers Churches Clubs Eaves and overhangs, if of combustible construction with no combustibles beneath Educational Hospitals, including animal hospitals and veterinary' facilities Institutional Kennels Libraries, except large slack rooms Museums Nursing or convalesceiil homes Offices, including data processing Residential Restaurant seating areas Tliealers and auditoriums, excluding stages and prosceniums Unused attics Note that il is not the committee's intent lo automatically equate librarv' bookshelves wilh ordinary hazard occupancies or with libraiy slacks. Typical library bookshelves of approxi- mately 8 ft (2.4 m) in height, containing books stored verti- cally on end, held in place in close association with each other, with aisles wider than 30 in. (762 mm) can be considered to be light hazard occupancies. Similarly, library stack areas, which are more akin lo shelf slorage or record slorage, as defined in NFPA 232, Standard for the Protection of Records, should be con- sidered to be ordinary hazard occupancies. A.5.3 For purposes of these definitions. Class I, Class 11, Class 111, and Class IV commodities would be considered lo have moderate rales of heal release, while Group Aplastics would be considered lo have high rales of heal release. Stockpiles are considered lo include display merchandise (mercantile) and arrangements of combustibles ancillary lo operations within the occupancy as op- posed lo dedicated storage areas where the fire loading is gener- ally more severe. A-5.3.I Ordinary hazard occupancies (Group 1) include oc- cupancies having uses and conditions similar to the following: Automobile parking and showrooms Bakeries Beverage manufacturing Canneries Dairy products manufacturii^ and processing Electronic plants Glass and glass products manufocturing Laundries -^ Restaurant service areas A.5.3.2 Ordinary hazard occupancies (Group 2) include oc- cupancies having uses and condilions similar to the following: Agricultural facilities Barns and stables Cereal mills Chemical plants — ordinary Confectioner)' products Distilleries Di"y cleaners Exterior loading docks Note that exterior loading docks only used for loading and unloading of ordinaiy combustibles should be classified as OH2. For the handling of flammable and combustible liquids, hazardous materials, or where utilized for slorage, exterior loading docks and all interior loading docks should be pro- tected based upon the actual occupancy and the materials handled on the dock, as if the materials were actually stored in that configuration. Feed mills Horse stables Leather goods manufacluring Libraries — large slack room areas Machine shops Melal working Mercantile Paper and pulp mills Paper process plants Piers and wharves 2010 Edition Copyright 2010 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and single download on October 2, 2010 to Elham Klausbruckner of Klausbruckner & Associates. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact iicensing@nfpa.org. 13-118 INSTALLATION OF SPRINKLER SYSTEMS 20 4.1 Density (mnn/inin) 6.1 8.1 10.2 12.2 14.3 16.3 5000 1500 0.05 0.10 -4- f ^ - > \% i f y \^ \ — \ 465 372 139 015 0.30 0.35 0.40 Density (^m/ft^) FIGURE 11.2.3.1.1 Density/Area Curves. Table II.2.3.1.2 Hose Stream Allowance and Water Supply Duration Requirements for Hydraulically Calculated Systems Inside Hose Total Combined Inside and Outside Hose Duration (minutes) Occupancy gpm L/min gpm L/mlii Duration (minutes) Light hazard 0, 50, or 100 0, 189, or 379 100 379 30 Ordinary' hazard 0, 50, or 100 0,189, or 379 250 946 60-90 Extra hazard 0, 50, or 100 0, 189, or 379 500 1893 90-120 11.2.3.1.3 The lower duration values in Table 11.2.3.1.2 .shall be permitted where the sprinkler system waterflow alarm de- vice (s) and supervisory device (s) are electrically supervised and such supeivision is monitored at an approved, constantly attended location. 11.2.3.1.4 Restrictions. When either the density/area method or room design method is used, the f ollowing shall apply: (1) *For areas of sprinkler operation less than 1500 fl^ (139 m'^) used for light and ordinary hazard occupancies, the density for 1500 ft^ (139 m^) shall'be used. (2) For areas of sprinkler operation less than 2500 ft^ (232 ni^) for extra hazard occupancies, the density for 2500 ft'"^ (232 m'^) shall be used. (3) *Unless the requirements of 11.2.3.1.4(4) are met for buildings having unsprinklered combustible concealed spaces, as described in 8.15.1.2 and 8.15.6, the miniinum area of sprinkler operation for thai portion of the build- ing shall be 3000 ft^ (279 m^). The design area of 3000 ft' (279 m^) shall be applied only lo the sprinkler system or portions of the sprinkler system lhal are adjacent lo the qualifying combustible concealed space. (4)*The following unsprinklered concealed spaces shall nol require a minimum area of sprinkler operation of 3000 fl^ (279 m'^): (a) Noncombustible and limited-combustible concealed spaces with minimal combustible loading having no access. The space shall be considered a concealed space even wilh small openings such as those used as return air for a plenum. (b) Noncombustible and limited-combustible concealed spaces wilh limiled access and nol permitting occu- pancy or storage of combustibles. The space shall be considered a concealed space even with small open- ings such as those used as return air for a plenum. (c) Combustible concealed spaces filled entirely with noncombustible insulation. (d) *Light or ordinaiy hazard occupancies where non- combustible or limited-combustible ceilings are di- rectiy attached lo the bottom of solid wood joists or solid limited-combustible construction or noncom- bustible construction so as to create enclosed joist spaces 160 ft'' (4.5 m^) or less in volume, including space below insulation that is laid directiy on lop or within the ceiling joisls in an otherwise sprinklered concealed space. (e) 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 lo nol propagate fire more than 10.5 ft (3.2 m) when tested in accoidance with ASTM E 84, Standard Test Method of Surface Buming Characteristics of Building Ma- terials, or ANSl/UL 723, Standard for Test for Surface Buming Characterislics of BuiUing Materials, extended for an addilional 20 minutes in the form in which they are installed in the space. (f) Concealed spaces in which the exposed materials are constructed entirely of fire-retardanl treated wood as defined by NFPA 703, Standard for Fire Retardant- Treated Wood and Fire-Retardant Coatings for Building Materials. (g) Concealed spaces over isolated small rooms not ex- ceeding 55 fl^ (5.1 m^) in area. 2010 Edition ATTACHMENT #10 Copyright 2010 Nationai Fire Protection Association (NFPA). Licensed, by agreement, for Individual use and singie download on October 2, 2010 to Elham Klausbruckner of Klausbruckner & Associates. No other reproduction or transmission In any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licenslng@nfpa.org. ANNEX A 13-253 International Shore Connection Threads to mate hydrants and hose at shore facilities Threads to mate hydrants and hose on ship • Ship Material: Brass or bronze suitable for 150 psi (10.3 bar) service (ship) 0.75 in (19 mm) Shore Material: Any suitable for 150 psi (10.3 bar) service (shore) Flange surface: Flat face Gasket material: Any suitable for 150 psi (10.3 bar) service Bolts: Four Vs in. (16 mm) minimum diameter, 2 in. (51 mm) long, threaded to within 1 in. (25.4 mm) of bolt head Nuts: Four, to fit bolts Washers: Four, to fit bolts FIGURE A3.10.7 Intemational Shore Fire Connection. A.5.1 Occupancy examples in the listings as shown in the v-arious hazard classifications are inlended lo represent ihe norm for those occupancy types. Unusual or abnormal fuel loadings or combustible characterislics and susceptibility for changes in these characteristics, for a particular occupancy, are considerations that should be weighed in llie selection and classification. The light hazard cla.ssificalion is inlended lo encompass residential occupancies; however, this is not intended lo pre- clude the use of listed residential sprinklers in residential oc- cupancies or residenlial portions of other occupancies. A.5.2 Light hazard occupancies include occupancies having uses and conditions similar lo the following: Animal shelters Churches Clubs Eaves and overhangs, if of combustible construction with no combustibles beneath Educational Hospitals, including animal hospitals and veleiinar)' facilities Institutional Kennels Libraries, except large stack rooms Museums Nursing or convalescent homes Offices, including data processing Residenlial Restaurant seating areas Theaters and auditoriums, excluding stages and prosceniums Unused attics Note that il is nol the commillee's intent lo automatically equate librarv' bookshelves with ordinary hazard occupancies or with libraiy stacks. Typical library bookshelves of approxi- mately 8 ft (2.4 m) in height, containing books stored verti- cally on end, held in place in close association wilh each other, with aisles wider than 30 in. (762 mm) can be con.sidered lo be light hazard occupancies. Similarly, library stack areas, which are more akin to .shelf storage or record slorage, as defined in NFPA 232, Standard for the Protection of Records, should be con- sidered to be ordinary hazard occupancies. A.5.3 For puiposes of these definitions, Class 1, Class II, Class III, and Class IV commodities would be considered to have moderate rales of heal release, while Group A plastics would be considered lo have high rales of heat release. Stockpiles are considered lo include display merchandise (mercantile) and airangements of combustibles ancillaiy lo operations within the occupancy as op- posed lo dedicated storage areas where the fire loading is gener- ally more severe. A.5.3.1 Ordinaiy hazard occupancies (Group 1) include oc- cupancies having uses and conditions similar lo the following: Automobile parking and showrooms Bakeries Beverage manufacluring Canneries Daily products manufacturing and processing Electronic plants Glass and glass products manufacluring Laundries Restaurant service areas A.5.3.2 Ordinary hazard occupancies (Group 2) include oc- cupancies having uses and conditions similar to the following: Agiicultural £icilibes Barns and stables Cereal mills CJiemical plants — ordinary Confectionery products Distilleries Dry cleaners Exterior loading docks Note that exterior loading docks only used for loading and unloading of ordinaiy combustibles should be classified as OH2. For the handling of flammable and combustible liquids, hazardous malerials, or where utilized for slorage, exterior loading docks and all inteiior loading docks should be pro- tected based upon the actual occupancy and the materials handled on the dock, as if the malerials were actually stored in that configuration. Feed mills Horse stables Leather goods manufacluring Libraries — large slack room areas Machine shops Metal working Mercantile Paper and pulp mills Paper process plants Piers and wharves 2010 Edition Copyright 2010 National Fire Protection Association (NFPA). Licensed, by agreement, for individual use and singie download on October 2, 2010 to Elham Klausbruckner of Klausbruckner & Associates. No other reproduction or transmission in any form permitted without written permission of NFPA. For inquires or to report unauthorized use, contact licensingi^nfpa.org. 13-118 INSTALLATION OF SPRINKLER SYSTEMS 2.0 4.1 Density (mm/min) 6.1 8.1 10.2 12.2 14.3 16.3 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 Density (gpm/ft*) FIGURE n.2.S.l.l Denaty/Area Curves. Table 11.2.3.1.2 Hose Stream Allowance and Water Supply Duration Requirements for Hydraulically Calculated Systems Inside Hose Totsi Combined Inside and Ootakle Hose Duration (minutes) Occupancy gpm gpm L/min Duration (minutes) Light hazard 0, 50, or 100 0, 189, or 379 100 379 30 Ordinary hazard 0.50, or 100 0.189, or 379 250 946 60-90 Extra hazard 0, 50, or 100 0, 189, or 379 500 1893 90-120 11.2.3.1.3 The lower duration values in Table 11.2.3.1.2 shall be permitted where the sprinkler system waterflow alarm de- vice(s) and supervisory device(s) are eleclrically supeivised and such supervision is monitored at an approved, constantly attended location. 11.2.3.1.4 Restrictions. When either the density/area method or room design method is used, ihe following shall apply: (1) *For areas of sprinkler operation less than 1500 fl^ (139 m'^) used for light and ordinaiy hazard occupancies, the density for 1500 fl^ (139 m^) shall'bc used. (2) For areas of sprinkler operation less than 2500 fl'^ (232 m'^) for extra hazard occupancies, the density for 2500 ft'"^ (232 m-) shall be used. (3) *Unless the requirements of 11.2.3.1.4(4) are mel for buildings having unsprinklered combustible concealed spaces, as described in 8.15.1.2 and 8.15.6, the minimum area of sprinkler operation for that portion of ihe build- ing shall be 3000 ft^ (279 m"''). The design area of 3000 fr (279 m^) shall be applied only to the sprinkler system or portions of the sprinkler system lhal are adjacent lo the qualifying combustible concealed space. (4)*The following unsprinklered concealed spaces shall nol require a iiiinimum area of sprinkler operation of 3000 fl'^ (279 m^): (a) Noncombustible and limited-combustible concealed spaces wilh minimal combustible loading having no access. The space shall be considered a concealed space even wilh small openings such as those used as return air for a plenum. (b) Noncombustible and limited-combustible concealed spaces wilh limiled access and not permitting occu- pancy or slorage of combustibles. The space shall be considered a concealed space even with small open- ings such as those used as return air for a plenum. (c) Combustible concealed spaces filled entirely with noncombustible insulation. (d) *Ligfil or ordinary hazard occupancies where non- combustible or limiled-combuslible ceilings are di- reclly allached to the bottom of solid wood joists or solid limiled-combuslible construction or noncom- bustible construction so as lo create enclosed joist spaces 160 ft'' (4.5 nv'') or less in volume, including space below insulation lhal is laid direclly on lop or within the ceiling joisls in an otherwise sprinklered concealed space. (e) Concealed spaces where rigid materials are used and the exposed surfaces have a flame spread index of 25 or less and the malerials have been demonstrated to not propagate fire more than 10.5 fl (3.2 m) when lested in accordance with ASTM E 84, Standard Test Method of Surface Buming Characteristics of Building Ma- terials, or ANSI/UL 723, Slaiidard for Test for Surface Buming Characteristics of Building Matericds, extended for an additional 20 minutes in the form in which they are installed in the space. (f) Concealed spaces in which the exposed malerials are constructed entirely of fire-retardanl treated wood as defined by NFPA 703, Standard for Fire Retardant- Treated Wood and Fire-Retardant Coatings for Building Materials. (g) Concealed spaces over isolated small rooms nol ex- ceeding 55 fl^ (5.1 m^) in area. 2010 Edition ATTACHMENT #11 FIRE PROTECTION SYSTEMS sprinklers on any single connection are permitted to be connected to the domestic service where a wet automatic standpipe is not available. Linuted area sprinkler systems connected to domestic water sup- plies shall comply with each of the following require- ments: 1. Valves shall not be installed between the domestic water riser control valve and the sprinklers. Exception: An approved indicating control valve supervised in the open position in accordance with Section 903.4. 2. The domestic service shall be capable of sup- plying the simultaneous domestic demand and the sprinkler demand required to be hydrauli- cally calculated by NFPA 13, NFPA 13R or NFPA 13D. 903.3.5.1.2 Residential combination services. A single combination water supply shall be allowed pro- vided that the domestic demand is added to the sprin- kler demand as required by NFPA 13R. 903.3.5.2 Secondary water supply. A secondary on-site water supply shall be provided for high-rise buildings arul Group 1-2 occupancies having occupied floors located more than 75 feet (22 860 mm) above the lowest level of fire department vehicle access in Seismic Design Cate- gory C, D, E orF as detennined by this code. The second- ary water supply shall have a usable capacity of not less than the hydraulically calculated sprinkler demand plus 100 gpm (0.006 mVs) for the inside hose stream allowance, for a. duration of not less than 30 minutes or as determined by the sprinkler system design occupancy hazard classifi- cation in accordance with NFPA 13, whichever is greater The Class I standpipe system demand shall not be required to be included in the secondary on-site water supply calculations. In no case shall the secondary on-site water supply be less than 15,000 gallons (56.8 m^). Exception: Existing buildings. 903.3.6 Hose threads. Fire hose threads and fittings used in connection with automatic sprinkler systems shall be as pre- scribed by theyire code official. 903.3.7 Fire departinent connections. The location of fire department connections shall be approved by the^re code official. 903.3.8 Floor control valves. Floor control valves and waterflow detection assemblies shall be installed at each floor where any of the following occur: 1. Buildings where the floor level ofthe highest story is located more than 30 feet (9144 mm) above the lowest level of fire department vehicle access 2. Buildings that are four or more stories in height 3. Buildings that are two ormore stories below the high- est level of fire department vehicle access Exception: Group R-3 andR^3.1 occupancies floor con- trol valves and waterflow detection assemblies shall not be required. 903A Sprinkler system supervision and alaniii. AU valves contnilling the water supply for automatic sprirMer systems, pumps, tanks, water levels and temperatuies, critical air pres- sures and water-flow switches on all sprinkler systems shall be electrically supervised by a listed fire alarm control unit. Exceptions: 1. Automatic sprinkler systems protecting one- and two- family dwellings. 2. Limited area systems serving fewer than 20 sprin- klers. 3. Automatic sprinkler systems installed in accordance with NFPA 13R where a common supply main is used to supply both domestic water and the automatic sprinkler system, and a separate shutoff valve for the automatic sprinkler system is not provided. 4. Jockey pump control valves that are sealed or locked in the open position. 5. Control valves to commercial kitchen hoods, paint spray booths or dip tanks that are sealed or locked in the open position. 6. Valves controlling the fuel supply to fire pump engines that are sealed or locked in the open position. 7. Trim valves to pressure switches in dry, preaction and deluge sprinkler systems that are sealed or locked in the open position. 903.4.1 Monit(HiD£. Alarm, supetvisory and trouble sig- nals shall be distinctly dt£Fra«nt and sbaU be automatically transmitted to an approved suporvistng ctatkm ot, when improved by the fire code cgidal, shall sound an audible signal at a constantly attmded location. Exceptions: 1. Underground key or hub valves in roadway boxes provided by the municipality or public utility are not required to be monitored. 2. Backflow prevention device test valves located in limited area sprinkler system supply piping shall be locked in the open position. In occupan- cies required to be equipped with a fire alarm system, the backflow preventer valves shall be electrically supervised by a tamper switch installed in accordance with NFPA 72 and sepa- rately annunciated. 9G$A.2 Alarms. One exterior apptowd audiUe device shall be connected to evei y automatic sprinkler syste m in an approved location. Sucfa hprinkler water-flow alarm devices ^lall be activated by water flow equivalent to the flow of a single sptinkler of the anallest otirice size installed in the system. Where a building fire alarm system is installed, actuaticm of the automatic sprinkler system shali actuate the building fire alarm system. Visible akam not^eation appli- ances shall not be required except when reguired by Section 907. 130 2010 CALIFORNIA FIRE CODE FIRE PROTECTION SYSTEMS 90343 Fkmr control vdves. Approved supervised indi- cating control valves shali be {»ovided at the point of con- nection to die riser on eadi floor in high-rise buildings and Groupl-2ocaip»idesha:^gaccupiaifloorslocatedmore Oum 75 feet {22 860 mm) above the lowest level of fire department veMcle access. 903.5 Testing and mdnteBanoe. Sprinkler systems shall be tested and midnt^ned in accordance with Secticm 901. 903.6 Existing buOdlngs. The provisions of this section are intended to provide a reasonable degree of safety in existing structures not oniiplying with tl» minimum requirements of the Ctilifbmla Bidtd^ Code by requiring installation of an automatic fire-extingaishing system. 903.6.1 Pyroxylin plastics. All structures occupied for the manufacture or storage of articles of cellulose nitrate (pyroxylin) plastic shall be equipped with an approved auto- matic fire-exUnguishing system where required in Chapter 46. 903.6.2 Group 1-2. An automatic sprinkler system shall be provided throughout Group 1-2 fire areas where required in Chapter 46. SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS 904.1 General. Automatic fire-extinguishing systems, other than automatic sprinkler systems, shall be designed, installed, inspected, tested and maintained in accordance with the pro- visions of this section and the applicable referenced stan- dards. [California Code of Regulations, Title 19, Division 1, §904(a)(2)] Required Inspection, Testing and Maintenance Frequencies. (2) Engineered and pre-engineered fixed extinguishing sys- tems shall be inspected, tested and maintained at least semi-annually, and immediately after a system activation. [California Code of Regulations, Title 19, Division 1, §904(c)] Required Inspection, Testing and Maintenance Frequencies. (c) Engineered and pre-engineered fixed extinguishing sys- tems, regardless of installation date, shall be inspected, tested and maintained within the time periods specified in California Code of Regulations, Title 19, Division 1, Section 904(a)(2) above. [California Code of Regulations, Title 19, Division 1, §904.7(a) through (c)] Inspection, Testing and Maintenance Requirements for Engineered and Pre-Engineered Fixed Extinguishing Systems. Inspection, testing and maintenance shall be performed in accordance with: (a) Califomia Code of Regulations, Title 19, Division 1, Section 904(a)(2); (b) The manufacturer's written instructions, which are approved and on file with the Office ofthe State Fire Mar- shal; and (c) The applicable standards adopted in California Code of Regulations, Title 24, Part 9, (California Fire Code) 904.2 Where required. Automatic fire-extinguishing systems installed as an alternative to the required automatic sprinkler systems of Section 903 shall be approved by the^re code offi- cial. Automatic fire-extinguishing systems shall not be consid- ered alternatives for the purposes of exceptions or reductions allowed by other requirements of this code. 904.2.1 Commercial hood and duct systems. Each required commercial kitchen exhaust hood and duct system required by Section 609 to have a lype 1 hood shall be pro- tected with an approved automatic fire-extinguishing sys- tem installed in accordance with this code. 904.3 Installation. Automatic fire-extinguishing systems shall be installed in accordance with this section. 904.3.1 Electrical wiring. Electrical wiring shall be in accordance with the California Electrical Code. | | 904.3.2 Actuation. Automatic fire-extinguishing systems shall be automatically actuated and provided with a manual means of actuation in accordance with Section 904.11.1. 904.3.3 System interlocking. Automatic equipment inter- locks with fuel shutoffs, ventilation controls, door closers, window shutters, conveyor openings, smoke and heat vents, and other features necessary for proper operation of the fire-extinguishing system shall be provided as required by the design and installation standard utilized forthe hazard. 904.3.4 Alarms and waming signs. Where alarms are required to indicate the operation of automatic fire-extin- guishing systems, distinctive audible, visible alarms and waming signs shall be provided to warn of pending agent discharge. Where exposure to automatic-extinguishing agents poses a hazard to persons and a delay is required to ensure the evacuation of occupants before agent discharge, a separate waming signal shall be provided to alert occu- pants once agent discharge has begun. Audible signals shall be in accordance with Section 907.6.2. 904.3.5 Monitoring. Where a building fire alarm system is installed, automatic fire-extinguishing systems shall be monitored by the building fire alarm system in accordance with NFPA 72. 904.4 Inspection and testing. Automatic fire-extinguishing systems shall be inspected and tested in accordance with the provisions of this section prior to acceptance. 904.4.1 Inspection. Prior to conducting final acceptance tests, the following items shall be inspected: 1. Hazard specification for consistency with design haz- ard. 2. Type, location and spacing of automatic- and man- ual-initiating devices. 3. Size, placement and position of nozzles or discharge orifices. 2010 CALIFORNIA FIRE CODE 131 ATTACHMENT #12 HIGH-PILED COMBUSTIBLE STORAGE TABLE 2306.2 GENERAL FIRE PROTECTION AND UFE SAFETY REOUIREMENTS COMMODITY CLASS SIZE OF HIGH-PILED STORAGE AREA' (square feet) (see Sections 2306.2 and 2306.4) ALL STORAGE AREAS (See Sections 2306, 2307 and 2308)" SOLID-PILED STORAGE, SHELF STORAGE AND PALLETIZED STORAGE (see Section 2307.3) COMMODITY CLASS SIZE OF HIGH-PILED STORAGE AREA' (square feet) (see Sections 2306.2 and 2306.4) Automatic fire- extinguishing system (see Section 2306.4) Fire detection system (see Section 2306.5) SuildlnQ acoMS {•MSvelion asoiLS) Smoi<e and lieat removal (see Section 2306.7) Draft curtains (see Seclion 2306.7) Maximum pile dimension' (feet) Maximum permissible storage height" (feet) Maximum pile volume (cubic feet) I-IV 0-500 Not Required' Not Required Ndt Required^ Not Required Not Required Not Required Not Required Not Required I-IV 501-2,500 Not Required" Yes* Nit ReqtBred^ Not Required Not Required 100 40 100,000 I-IV 2,501-12,000 Public accessible Yes Not Required Re^red*^ Not Required Not Required 100 40 400,000 I-IV 2,501-12,000 Nonpublic accessible (Option 1) Yes Net> Required Not Required' Not Required Not Required 100 40 400,000 I-IV 2,501-12,000 Nonpublic accessible (Option 2) Not Required" Yes ^ Yes Yesi Yesi 100 30f 200,000 I-IV 12,001-20,000 Yes Noy Required Yes Yesi Not Required 100 40 400,000 I-IV 20,001-500,000 Yes Kot Required Yes Yesi Not Required 100 40 400,000 I-IV Greater than 500,0008 Yes . / Not Required Yes Yes' Not Required 100 40 400,000 High hazard 0-500 Not / Requited" Not Required Not Required" Not Required Not Required 50 Nol Required Not Required High hazard 501-2,500 Public accessible Xe.s Not Required Not Required' Not Required Not Required 50 30 75,000 High hazard 501-2,500 Nonpublic accessible (Option 1) / / Yes Not Required Not Required"^ Not Required Not Required 50 30 75,000 High hazard 501-2,500 / Nonpublic acceseible (Option 39 Not Required" Yes Yes Yesi Yes) 50 20 50,000 High hazard 2,501-mOOO Yes Not Required Yes Yesi Not Required 50 30 75,000 High hazard 300,001-500,000e*' Yes Not Required Yes Yesi Not Required 50 30 75,000 For SI: 1 foot = 304.8 mm, 1 cubic foot = 0.02832 m', 1 square foot = 0.0929 a. When automatia^prinlders are required for reasons other than those in Chapter 23, the portion of the sprinlder system protecting the high-piled storage area shall be designed and installed in accordance with Sections 2307 and 2308. b. For aisles, safe Section 2306.9. c. Piles shalljDe separated by aisles complying with Section 2306.9. d. For storage in excess of the height indicated, special fire protection shall be provided in accordance with Note g when required by the fire code official. See also Chapte^28 and 34 for special limitations for aerosols and flammable and combustible liquids, respectively. e. Section 503 shall apply for fire apparatus access. f. For storage exceeding 30 feet in height. Option 1 shall be used. g. Special fire protection provisions including, but not limited to, fu-e 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 fu^e code official. h. High-piled storage areas shall not exceed 500,000 square feet. A 2-hour fire wall constructed in accordance with the California Building Code shall be used to divide high-piled storage exceeding 500,000 square feet in area. i. Not required when an automatic fire-extinguishing system is designed and installed to protect the high-piled storage area in accordance with Sections 2307 and 2308. j. Not required when storage areas are protected by early suppression fast response (ESFR) sprinkler systems installed in accordance with NFPA 13. This footnote shall not apply lo any state institution or other state-owned or state-occupied buildings or other applications listed in Section 1.11 regulated by the Office ofthe State Fire Marshal. I I 326 2010 CALIFORNIA FIRE CODE CHAPTER 5 FIRE SERVICE FEATURES SECTION 501 GENERAL 501.1 Scope. Fire service features for buildings, stmctures and premises shall comply with this chapter. 501.2 Permits. A permit shall be required as set forth in Sec- tions 105.6 and 105.7. 501.3 Construction documents. Construction documents for proposed fire apparatus access, location of fire lanes, security gates across fire apparatus access and construction documents and hydraulic calculations for fire hydrant systems shall be submitted to the fire department for review and approval prior to constraction. 501.4 Timing of installation. When fire apparatus access roads or a water supply for fire protection is required to be installed, such protection shall be installed and made service- able prior to and during the time of constraction except when approved altemative methods of protection are provided. Tem- porary street signs shall be installed at each street intersection when constraction of new roadways allows passage by vehi- cles in accordance with Section 505.2. SECTION 502 DEFINITIONS 502.1 Definitions. The following words and terms shall, for the purposes of this chapter and as used elsewhere in this code, have the meanings shown herein. FIRE APPARATUS ACCESS ROAD. A road that provides fire apparatus access from a fire station to a facility, building or portion thereof. This is a general term inclusive of all other terms such as fire lane, public street, private street, parking lot lane and access roadway. FIRE COMMAND CENTER. The principal attended or unattended location where the status of the detection, alarm communications and control systems is displayed, and from which the system(s) can be manually controlled. FIRE DEPARTMENT MASTER KEY. A limited issue key of special or controlled design to be carried by fire department officials in command which will open key boxes on specified properties. FIRE LANE. A road or other passageway developed to allow the passage of fire apparatus. A fire lane is not necessarily intended for vehicular traffic other than fire apparatus. KEY BOX. A secure device with a lock operable only by a fire department master key, and containing building entry keys and other keys that may be required for access in an emergency. SECTION 503 FIRE APPARATUS ACCESS ROADS 503.1 Where required. Hie ^pfNvatos access roads diall be provided and maintained in acoonlaiice xdto Secdons S03.1.1 duough 503.1.3. 503.1.1 BuiUUi^ and fiMffitiiM. Approved fire qipnatus access roads shall be provided for evny fKdlity, buikling or portitMi of a buiWnc boeafter oowtracted or iDcn^ widiin the juiisdictioa. 11MS fire ifpartitas Moeia lOMd lii^ comply with the requneniNitt of HdA secdon and AaSH extend to widiin 150 feet (45 720 mm) of «n portioos of die facility and allpcntioni of the exteriw walls of the firtt tUxcy of the building as laeasued by n appntvedttxnit around die extoiOT ci die bidlding or fiicility. Exception: Hie fire code t^kUd is abOioriwd to increase tbe dimeiHka of 150fiMt(45720no^viAiere: 1. Tbe iHoldisg Is cqt^ppcd ttbtoai^Mat widi an approved tattmaik tpfUder i^fnem istfaSed in accondbnce with Secfion 90S.3.I.t. 90S.3.I.2 or 903.3.1.3. 2. Rie iq^paixtas aoeea roods ouMt be instdOed because of locadott oa |)n>pcfty, topogn^y, watetwi^s, BOQn«gptiable fnidea or «Aer atmiltr conditic«s, and an a/^»med ahemative means of fire protectioB a provided. 3. There arc not more than two Grotq) R-3 or Group Uoccupuides. 503J.2 AdditktiMd aeccss. Tbe fire code qffleM is audio- rized to require more than ooe fire qiparatuB access load based on die potential fix in^iainnatf of a siofle road by vriucle ctmgestion, conditioa of terraia, cliaiatie ooadidims or other factors diat ctndd linJt access. to buildings used fn kigh-f4kd oombiutfMr storage shall comply with die iq^licable pravisi(«is oi Ghapter 23. 503.2 Spedflcatkms. Rre iq;ipamttts access roads shall be installed and arranged in accnduKe with Sections 503.2.1 dirough 503.2.8. . [California Code of R^pde^tu, TMe 19, DMsfon 1, §3.0S(a)] Fire Department Access and Egress. (Roads) (a) Roods., Required occe» roads fiom every Indl^ng to a public street shall be att-wet^r head-stafaced (suitable for use by fire apparatus) tigJa-ttf-way not less Aan 20feet (6096 mm) in wMi. Stu^ rfght-ef-may sduiU be unob- structedandmtUtOainedordyasaccessto^puldicstreet. Exception: The et^rcing ageiuy may waive or mod^ this requirement ^tnMs o^don sueii all-weather hard- surfaced conditim isiufitie^ssarybttheinterestcfpub- lic setfety and we^are. 2010 CALIFORNIA FIRE CODE 73 FIRE SERVICE FEATURES 503.2.1 IMmeosioiii. Fire qipanttus access loads diall have an unobstructed widtti trf not k»s than 20 feet (6096 mm), exclusive of shoulders, except fiw i^p/DVAi security gates in accordance with SectiuB 5(^.6, aad an unobstructed verti- cal clearance of not less than 13 feet 6 inches (4115 mm). 503JL2 Aufliorltjr. The>!re code official shall have the authority to re<}uire an increase in the minimum access widths where they are inadequate for fire or rescue operations. 503.2.3 Sorface. Kre apparatBS access roads ahdl be designed aad maintained to suj^xxt the imposed ioocb cS fat iqipaiatus and diall be surfaced so as to ptovi^ lA- weafher driving capaUUties. 503.2.4 Tkiming radius. The required tuming radios of a fire apparatus access road shall be determined by die^re codeefficial. 503J5 Dead ends. Dead-end fire apparatus access roads ia excess of 150 feet (45 720 mm) in length shall be {»x>vided widi an approved area for uniiiq; around fire qiparatus^ S03JL6 Biidgei and devatfd mrfaccs. Wh<»e a teidge or an etevated mrface is part of a Sre apparatiK access road, the bridge shdl be ooaMnicied and inaintained in accor- dance widi AASHTO HB-1?. Bridges and elevated sur- faces shall bc designed fbr a Hve load tafBdent to cany die tB^iosed loads of fira tppualaa. ViMele load Umits shall bepostedatbolheniFKBOestobridgeswhenrequiredbyttie fire code qjgkial. Where ekvcted tntfacea designed fw emeigeDcy vdiicle oae are a^jftcent to surfaces which are not designed for each use, approved barriers, approved signs or both iltM be iastwed aod maintained when required by the,^r» cMfe cg^^cto/. 503.2.7 Gnide. The glide {rf the fm apotfatiis access road shaU be witUa die Hiidla cstdiiidkd by lhe,/pv based OB the fire dqiailmNit's qiparaius. Se3.2.S Angjka of qiproadi ai^ departure. The angles apposch and deiMrtare fbr fire apparatos access roa<& ^ball be within die Ibmts estiMirfied by the fire code cfficlal based OD the fire departDieot's apparatus. 5^3 Marking. Where requhed by die fire code official, approved signs or odier approved notices or mariangs that include die words NO PARKING—FIRE LANE ^hidl be pro- vided fw fire qiparatus access roads to id«tdfy sudi roads or prohibit tbe obstrucdon dwret^. The means by whidi/f/» lanes ue designated shall be maintained in a clean and le^^iUe condi- d(Mi at 1^ times and be r^laced or repaired «4ien necessaiy to provide adequate visibility. 503<4 ObftnKfion of fire apparatas acccaa roaAk Bre aff- latus access roads shall aot be obstructed in any mannm, including the paridng of vehicles. The miobnum wkldu and clearances estiMshod in Secdon 503.2.1 tktxSi. be nt^tained at all times. 503.5 Required gates or barricades. Ihe^re code official is sudiorized to require die instaOadoo mSi mainteauice of gates or other t^n/ved baiticades acrc»s fire apparatus access roads, trails or other accessways, not including public streets, alleys or highways. Electric gate operators, where provided, shall be listed in accordance with UL 325. Gates intended for automatic operation shall be designed, con- structed and installed to comply with the requirements of ASTM F 2200. 503.5.1 Secured gates and barricades. When required, gates and barricades shall be secured in an approved man- ner. Roads, trails and other accessways that have been closed and obstracted in the manner prescribed by Section 503.5 shall not be trespassed on or used unless authorized by fhe owner and the^zre code official. Exception: The restricfion on use shall not apply to pub- lic officers acting within the scope of duty. 503.5.2 Fences and gates. School grounds may be fenced and gates therein may be equipped with locks, provided that safe dispersal areas based on 3 square feet (0.28 m'^) per occupant are located between the school and the fence. Such required safe dispersal areas shall not be located less than 50 feet (15 240 mm) from school buildings. Every public and private school shall conform with Sec- tion 32020 of the Education Code, which states: The goveming board of every public school district, and the governing authority of every private school, which maintains any building used for the instruction or housing of school pupils on land entirely enclosed (except for build- ing walls) by fences of walls, shall, through cooperation with the local law enforcement and fire-protection agencies having jurisdiction ofthe area, make provision for the erec- tion of gates in such fences or walls. The gates shall be of sufficient size to permit the entrance of the ambulances, police equipment and fire-fighting apparatus used by the law enforcement and fire-protection agencies. There shall be no less than one such access gate and there shall be as many such gates as needed to assure access to all major buildings and ground areas. If such gates are to be equipped with locks, the locking devices shall be designed to permit ready entrance by the use of the chain or bolt-cutting devices with which the local law enforcement and fire-pro- tection agencies may be equipped. 503.6 Security gates. The installation of security gates across a fire apparatus access road shall be approved by the fire chief. Where security gates are installed, they shall have an approved means of emergency operation. The security gates and the emergency operation shall be maintained operational at all times. Electric gate operators, where provided, shall be Usted in accordance with UL 325. Gates intended for automatic opera- tion shall be designed, constmcted and installed to comply with the requirements of ASTM F 2200. SECTION 504 ACCESS TO BUILDING OPENINGS AND ROOFS 504.1 Required access. Exterior doors and openings required by this code or the Intemational Building Code shall be main- tained readily accessible for emergency access by the fire % 74 2010 CALIFORNIA FIRE CODE ATTACHMENT #13 HIGH-PILED COMBUSTIBLE STORAGE TABLE 2306.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS COMIUODITY CLASS SIZE OF HIGH-PILED STORAGE AREA' (square feet) (see Sections 2306.2 and 2306.4) ALL8T0nAeEAI«AS (SM Sartiora saM, »07 WKi »oa)^ SOLID-PILED STORAGE, SHELF STORAGE AND PALLETIZED STORAGE (see Section 2307.3) COMIUODITY CLASS SIZE OF HIGH-PILED STORAGE AREA' (square feet) (see Sections 2306.2 and 2306.4) AulonMllefir» ttcanguMilfio (Mi 0»eUon 23064) detection •ysiam (MtSMtlon 2306.8) Building (MaSacHon 2306gB) amoiwand hast fimoval (aMSaetlon 2306.7) DniH eurtalna (SMSactlon 2306.7) Maximum pile dimension' (feet) Maximum permissible storage height" (feet) Maximum pile volume (cubic feet) I-IV 0-500 Not Required" Not Required Not Required'^ N Req ot lired Not Required Not Required Not Required Not Required I-IV 501-2,500 Not Required" Yes' Not Required'^ ? Rec ot Hired Not Required 100 40 100,000 I-IV 2,501-12,000 Public accessible Yes Not Required Not Required^ Rei Ipt uired Not Required 100 40 400,000 I-IV 2,501-12,000 Nonpublic accessible (Option 1) Yes Not Required Not Required'^ Iteqixinsd Not Required 100 40 400,000 I-IV 2,501-12,000 Nonpublic accessible (Option 2) Not Required" Yes Yes Yes) Yesi 100 30' 200,000 I-IV 12,001-20,000 Yes Not Required Yes YesJ Not Required 100 40 400,000 I-IV 20,001-500,000 Yes Not Required Yes Yes* Not Required 100 40 400,000 I-IV Greater than 500,0008 Yes Not Required Yes Yesj Not Required 100 40 400,000 High hazard 0-500 Not Required" Not Required Not Required" Not Required Not Required 50 Not Required Not Required High hazard 501-2,500 Pubhc accessible Yes Not Required Not Required' Not Required Not Required 50 30 75,000 High hazard 501-2,500 Nonpublic accessible (Option 1) Yes Not Required Not Required"^ Not Required Not Required 50 30 75,000 High hazard 501-2,500 Nonpublic accessible (Option 2) Not Required" Yes Yes Yesi Yesi 50 20 50,000 High hazard 2,501-300,000 Yes Not Required Yes Yesi Not Required 50 30 75,000 High hazard 300,001-500,0008'' Yes Not Required Yes Yesj Not Required 50 30 75,000 For SI: 1 foot = 304.8 mm, I cubic foot = 0.02832 m', 1 square foot = 0.0929 m^ a. When automatic sprinlders are required for reasons other than those in Chapter 23, the portion of the sprinlder system protecting the high-piled storage area shal! be designed and installed in accordance with Sections 2307 and 2308. b. For aisles, see Section 2306.9. c. Piles shall be separated by aisles complying with Section 2306.9. d. For storage in excess of the height indicated, special fire protection shall be provided in accordance with Note g when required by the fire code official. See also Chapters 28 and 34 for special limitations for aerosols and flaminable and combustible liquids, respectively. e. Section 503 shall apply for fire apparatus access. f. For storage exceeding 30 feet in height. Option 1 shall be used. g. Special fire protection provisions including, but not limited to, fu-e 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 fu'e code official. h. High-piled storage areas shall not exceed 500,000 square feet. A 2-hour fire wall constructed in accordance with the California Building Code shall be used to divide high-piled storage exceeding 500,000 square feet in area. i. Not required when an automatic fire-extinguishing system is designed and installed to protect the high-piled storage area in accordance with Sections 2307 and 2308. j. Not required when storage areas are protected by early suppression fast response (ESFR) sprinkler systems installed in accordance with NFPA 13. This footnote shall not apply to any state institution or other state-owned or state-occupied buildings or other applications listed in Section 1.11 regulated by the Office ofthe State Fire Marshal. % I I 326 2010 CALIFORNIA FIRE CODE FIRE PROTECTION SYSTEMS the zone shall be verified to cause the same sequence with- out requiring the operation of fan motors in order to prevent damage. Control sequences shall be verified throughout the system, including verification of override from the fire-fighter's control panel and simulation of standby power conditions. 909.18.8 Special inspections for smoke control. Smoke control systems shall be tested by a special inspector. 909.18.8.1 Scope of testing. Special inspections shall be conducted in accordance with the following: 1. During erection of ductwork and prior to conceal- ment for the purposes of leakage testing and recording of device location. 2. Prior to occupancy and after sufficient completion for the purposes of pressure-difference testing, flow measurements, and detection and control ver- ification. 909.18.8.2 Qualifications. Special inspection agencies for smoke control shall have expertise in fire protection engineering, mechanical engineering and certification as air balancers. 909.18.8.3 Reports. A complete report of testing shall be prepared by the special inspector or special inspection agency. The report shall include identification of all devices by manufacturer, nameplate data, design values, measured values and identification tag or mark. The report shall be reviewed by the responsible registered design professional and, when satisfied that the design intent has been achieved, the responsible registered design professional shall seal, sign and date the report. 909.18.8.3.1 Report filing. A copy of the final report shall be filed with the fire code official and an identical copy shall be maintained in an approved location at the building. 909.18.9 Identification and documentation. Charts, drawings and other documents identifying and locating each component of the smoke control system, and describ- ing their proper function and maintenance requirements, shall be maintained on file at the building as an attachment to the report required by Section 909.18.8.3. Devices shall have an approved identifying tag or mark on them consis- tent with the other required documentation and shall be dated indicating the last time they were successfully tested and by whom. 909.19 System acceptance. Buildings, or portions thereof, required by this code to comply with this section shall not be issued a certificate of occupancy until such time that the^re code official determines that the provisions of this section have been fully complied with and that the fire department has received satisfactory instmction on the operation, both auto- matic and manual, of the system. Exception: In buildings of phased constraction, a tempo- rary certificate of occupancy, as approved by the^re code official, shall be allowed, provided that those portions of the building to be occupied meet the requirements of this sec- tion and that the remainder does not pose a significant haz- ard to the safety of the proposed occupants or adjacent buildings. 909.20 Maintenance. Smoke control systems shall be main- tained to ensure to a reasonable degree that the system is capa- ble of controlling smoke for the duration required. The system shall be maintained in accordance with the manufacturer's instmctions and Sections 909.20.1 through 909.20.5. 909.20.1 Schedule. A routine maintenance and operational testing program shall be initiated immediately after the smoke control system has passed the acceptance tests. A written schedule for routine maintenance and operational testing shall be established. 909.20.2 Written record. A written record of smoke con- trol system testing and maintenance shall be maintained on the premises. The written record shall include the date of the maintenance, identification of the servicing personnel and notification of any unsatisfactory condition and the correc- tive action taken, including parts replaced. 909.20.3 Testing. Operational testing of the smoke control system shall include all equipment such as initiating devices, fans, dampers, controls, doors and windows. 909.20.4 Dedicated smoke control systems. Dedicated smoke eontiol systems shall be operated for each control sequence semiannually. The system shall also be tested under standby power conditions. 909.20.5 Nondedicated smoke control systems. Non- dedicated smoke control systems shall be operated for each control sequence annually. The system shall also be tested under standby power conditions. SECTION 910 SMOKE AND HEAT VENTS 910.1 General. Where required by this code or otherwise installed, smoke and heat vents or mechanical smoke exhaust systems and draft curtains shall conform to the requirements of this section. Exceptions: 1. Frozen food warehouses used solely for storage of Class I and II commodities where protected by an approved automatic sprinkler system. 2. Where areas of buildings are equipped with early sup- pression fast-response (ESFR) sprinklers, automatic smoke and heat vents shall not be required within these areas. This exception shall not apply to any state institution or other state-owned or state-occupied buildings and other applications listed in Section Lll regulated by the Office ofthe State Fire Marshal. | 910.2 Where required. Smoke and heat vents shall be installed in the roofs of one-story buildmgs or portions thereof occupied for the uses set forth in Sections 910.2.1 and 910.2.2. 910.2.1 Group F-1 or S-1. Buildings and portions thereof used as a Group F-1 or S-1 occupancy having more than 50.000 square feet (464S ea?) of undivided area. Exception: Group S-1 aircraft repair hangars. 164 2010 CALIFORNIA FIRE CODE ATTACHMENT #14 HIGH-PILED COMBUSTIBLE STORAGE TABLE 2306.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS COMMODITY CLASS SIZE OF HIGH-PILED STORAGE AREA' (square feet) (see Sections 2306.2 and 2306.4) AU STORAOE AREAS (SM Saetioiw 2306,2307 and 230af SOLID-PILED STORAGE, SHELF STORAGE AND PALLETIZED STORAGE (see Section 2307.3) COMMODITY CLASS SIZE OF HIGH-PILED STORAGE AREA' (square feet) (see Sections 2306.2 and 2306.4) ftirtomalie ailingulahbio ayaltni (aMSactlon 23064) Hra datadlon ayalani (aMSacHon 2306.S) Building aCMM (•M Section 2306.6) Smokaand haalramoval (aMSaedon 2306.7) DraR eurtalna (aMSactlon 2306.7) Maximum pile dimension" (feet) Maximum permissible storage height" (feet) Maximum pile volume (cubic feet) HV 0-500 Not Required" Not Required Not Required'^ Not Required Rea ot uired Not Required Not Required Not Required HV 501-2,500 Not Required" Yes* Not Required^ Not Required I Ret lot uired 100 40 100,000 HV 2,501-12,000 Public accessible Yes Not Required Not Required^ Not Required Re! tot uired 100 40 400,000 HV 2,501-12,000 Nonpublic accessible (Option 1) Yes Not Required Not Required"^ Not Required Not Required 100 40 400,000 HV 2,501-12,000 Nonpublic accessible (Option 2) Not Required" Yes Yes Ye&) Yesi 100 30' 200,000 HV 12,001-20,000 Yes Not Required Yes Ye&i Not Required 100 40 400,000 HV 20,001-500,000 Yes Not Required Yes Yes) Not Required 100 40 400,000 HV Greater than 500,0008 Yes Not Required Yes Yesj Not Required 100 40 400,000 High hazard 0-500 Not Required" Not Required Not Required^ Not Required Not Required 50 Not Required Not Required High hazard 501-2,500 Public accessible Yes Not Required Not Required'' Not Required Not Required 50 30 75,000 High hazard 501-2,500 Nonpublic accessible (Option 1) Yes Not Required Not Required^ Not Required Not Required 50 30 75,000 High hazard 501-2,500 Nonpublic accessible (Option 2) Not Required" Yes Yes Yesi Yesj 50 20 50,000 High hazard 2,501-300,000 Yes Not Required Yes Yesi Not Required 50 30 75,000 High hazard 300,001-500,0008-h Yes Not Required Yes Yesj Not Required 50 30 75,000 For SI: 1 foot = 304.8 mm, 1 cubic foot = 0.02832 , 1 square foot = 0.0929 m^ a. When automatic sprinklers are required for reasons other than those in Chapter 23, the portion of the sprinlder system protecting the high-piled storage area shall be designed and installed in accordance with Sections 2307 and 2308. b. For aisles, see Section 2306.9. c. Piles shall be separated by aisles complying with Section 2306.9. d. For storage in excess of the height indicated, special fire protection shall be provided in accordance with Note g when required by the fire code olficial. See also Chapters 28 and 34 for special Umitations for aerosols and flammable and combustible liquids, respectively. e. Section 503 shall apply for fire apparatus access. f. For storage exceeding 30 feet in height. Option 1 shall be used. 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 consti-ucted in accordance with the California Building Code shall be used to divide high-piled storage exceeding 500,000 square feet in area. Not required when an automatic fire-extinguishing system is designed and installed to protect the high-piled storage area in accordance with Sections 2307 and 2308. Not required when storage areas are protected by early suppression fast response (ESFR) sprinkler systems installed in accordance widi NFPA 13. This footnote shall not apply to any state institution or other state-owned or state-occupied buildings or other applications listed in Section I.ll regulated by the Office of the State Fire Marshal. I I 326 2010 CALIFORNIA FIRE CODE ATTACHMENT #15 FIRE PROTECTION SYSTEMS stair access to the roof. An additional hose connection shall be provided at the top of the most hydraulically remote standpipe for testing purposes. 6. Where the most remote portion of a nonsprinklered floor or story is more than 150 feet (45 720 mm) from a hose connection or the most remote portion of a sprinklered floor or story is more than 150 feet (45 720 mm) from a hose connection, the fire code official is authorized to require that additional hose connections be provided in approved locations. The distances from a hose connec- tion shall be measured along the path of travel. 905.4.1 Protection. Risers and laterals of Class I standpipe systems not located within an enclosed stairway or pressur- ized enclosure shall be protected by a degree of fire resis- tance equal to that required for vertical enclosures in the building in which they are located. Exception: In buildings equipped throughout with an approved automatic sprinkler system, laterals that are not located within an enclosed stairway or pressurized enclosure are not required to be enclosed within fire-resistance-rated constraction. 905.4.2 Interconnection. In buildings where more than one standpipe is provided, the standpipes shall be intercon- nected in accordance with NFPA 14. 905.5 Location of Class n standpipe hose connections. Class n standpipe hose connections shall be accessible and shall be located so that all portions of the building are within 30 feet (9144 mm) of a listed variable stream fog nozzle attached to 100 feet (30 480 mm) of hose. 905.5.1 Groups A-l and A-2. In Group A-l and A-2 occu- pancies with occupant loads of more than 1,000, hose con- nections shall be located on each side of any stage, on each side of the rear of the auditorium, on each side of the bal- cony, 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 II system 1-inch hose. A minimum 1-inch (25 mm) hose shall be allowed to be used for hose stations in Ught-hazard occupancies where investigated and listed for this service and where approved by the^re code official. 905.6 Location of Class IU standpipe hose connections. Class ni 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 Section 905.5. 905.6.1 Protection. Risers and laterals of Class III standpipe systems shall be protected as required for Class I systems in accordance with Section 905.4.1. 905.6.2 Interconnection. In buildings where more than one Class III standpipe is provided, the standpipes shall be inter- connected in accordance with NFPA 14. 905.7 Cabinets. Cabinets containing fire-fighting equipment, such as standpipes, fire hose, fire extinguishers or fire department valves, shall not be blocked from use or obscured from view. 905.7.1 Cabinet equipment identification. Cabinets shall be identified in an approved manner by a permanentiy attached sign with letters not less than 2 inches (51 mm) high in a color that contrasts with the background color, indicating the equipment contained therein. Exceptions: 1. Doors not large enough to accommodate a written sign shall be marked with a permanently attached pictogram of the equipment contained therein. 2. Doors that have either an approved visual identifi- cation clear glass panel or a complete glass door panel are not required to be marked. 905.7.2 Locking cabinet doors. Cabinets shall be unlocked. Exceptions: 1. Visual identification panels of glass or other approved transparent frangible material that is easily broken and allows access. 2. Approved locking arrangements. 3. Group 1-3 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 suppUes 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: 1. Valves to underground key or hub valves in roadway boxes provided by the municipality or public utility do not require supervision. 2. Valves locked in the normal position and inspected as provided in this code in buildings not equipped with a fire alarm system. 905.10 During construction. Standpipe systems required dur- ing constmction and demolition operations shall be provided in accordance with Section 1413. 905.11 Existing buildings. Where required in Chapter 46, existing stractures shall be equipped with standpipes installed in accordance with Section 905. SECTION 906 PORTABLE FIRE EXTINGUISHERS 906.1 Where required. Portable fire extin: installed in the following locadtms. 1. In new and existing Group A. B, E, F, H, I, L, M. R-l, R-2, R-2.1, R-3.1, R-4 and S occupancies. 2. Within 30 feet (9144 mm) of commercial cooking equip- ment. 3. In areas where flammable or combustible liquids are stored, used or dispensed. shall be 136 2010 CALIFORNIA FIRE CODE FIRE PROTECTION SYSTEMS 4. On each floor of stractures under constraction, except Group R-3 occupancies, in accordance with Section 1415.1. 5. Where required by the sections indicated in Table 906.1. 6. Special-hazard areas, including but not limited to labora- tories, computer rooms and generator rooms, where required by the/ire code official. 7. Large and small family day-care homes shall be equipped with a portable fire extinguisher having a mini- mum 2AI0BC rating. 8. Where required by Califomia Code of Regulations, Title 19, Division 1. [Califomia Code of Regulations, Title 19, Division 1, §3.29 (a) through (d)] Portable Fire Extinguishing Equipment. (a) 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. (b) Special Coverage. Additional Class A, B and C units of adequate extinguishing potential shall be provided for any other hazard as determined by the enforcing agency. (c) Group A occupancies. (1) One additional Class 2-A unit shall be provided in Group A Occupancies as follows: (A) On each side of the stage or platform. Exception: Platforms 1000 square feet (93 nt) or less in area need have only one such extinguishing unit. (B) On each side of every fly gallery. (C) In basements beneath the stage or platform. (D) In every hallway or passageway leading to a dressing room. (E) In every property room, carpenter shop or similar 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: (A) For each motor and fan room. (B) Adjacent to each switchboard on the stage or plat- form. (C) For each motion picture machine in projection rooms. Exception: One 20-B:C unit (not less than 8-B:C for existing extinguishers in existing occupancies) in each projection room may be accepted as pro- viding substantially equal protection. (3) The enforcing agency may allow modifications or deviations relative to the number and location of porta- ble fire extinguishers as required by this section provided such authority finds that the basic intent ofthis section and the ease of accessibility to extinguishers is otherwise achieved. TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS SECTION SUBJECT 303.5 Asphalt ketdes 307.5 Open buming 308.1.3 Open flames—torches 309.4 Powered industrial tmcks 1105.2 Aircraft towing vehicles 1105.3 Aircraft welding apparatus 1105.4 Aircraft fuel-servicing tank vehicles 1105.5 Aircraft hydrant fuel-servicing vehicles 1105.6 Aircraft fuel-dispensing stations 1107.7 Heliports and helistops 1208.4 Dry cleaning plants 1415.1 Buildings under construction or demolition 1417.3 Roofing operations 1504.4.1 Spray-finishing operations 1505.4.2 Dip-tank operations 1506.4.2 Powder-coating areas " 1904.2 Lumberyards/woodworking facilities 1908.8 Recycling facilities / 1909.5 Exterior lumber storage / 2003.5 Organic-coating areas / 2106.3 Industrial ovens / 2205.5 Motor fuel-dispensing facilitiej/ 2210.6.4 Marine motor fuel-dispensidg facilities 2211.6 Repair garages *^ 2306.10 2404.12 Tents and membrane stmctures 2508.2 Tire rebuilding/storage 2604.2.6 Welding and other hot work 2903.6 Combustible fibers 3403.2.1 Flammable and combustible liquids, general 3404.3.3.1 Indoor storage of flammable and combustible liquids 3404.3.7.5.2 Liquid storage rooms for flammable and combustible liquids 3405.4.9 Solvent distillation units 3406.2.7 Farms and constmction sites—flammable and combustible liquids storage 3406.4.10.1 Bulk plants and terminals for flammable and combustible liquids 3406.5.4.5 Commercial, industrial, govemmental or manufacturing establishments—fuel dispensing 3406.6.4 Tank vehicles for flammable and combustible liquids 3606.5.7 Flammable solids 3808.2 LP-gas 4504.4 Marinas 2010 CALIFORNIA FIRE CODE 137 HIGH-PILED COMBUSTIBLE STORAGE feet (232 m^) in area, that are accessible to the public and designated to contain high-hazard commodities. Exception: Aisles in high-piled storage areas exceeding 2,500 square feet (232 m^) in area, that are accessible to the public and designated to contain high-hazard commodities, are protected by a sprin- kler system designed for multiple-row racks of high-hazard commodities shall be a minimum of 44 inches (1118 mm) wide. Aisles shall be a minimum of 96 inches (2438 mm) wide in areas accessible to the public where mechanical stocking methods are used. 2306.9.1.2 Nonsprinklered buildings. Aisles in nonsprinklered buildings shall be a minimum of 96 inches (2438 mm) wide. 2306.9.2 Clear height. The required aisle width shall extend from floor to ceiUng. Rack stractural supports and catwalks are allowed to cross aisles at a minimum height of 6 feet 8 inches (2032 mm) above the finished floor level, provided that such supports do not interfere with fire depart- ment hose stream trajectory. 2306.9.3 Dead ends. Dead-end aisles shall be in accordance widi Chapter 10. 2306.10 Portable fire extioguisiiert. Portable ftte extinguishers shall be provided in accordance widi Sectim SECTION 2307 SOLID-PILED AND SHELF STORAGE 2307.1 General. Shelf storage and storage in solid piles, solid piles on pallets and bin box storage in bin boxes not exceeding 5 feet (1524 mm) in any dimension, shall be in accordance with Sections 2306 and this section. 2307.2 Fire protection. Where automatic sprinklers are required by Table 2306.2, an approved automatic sprinkler system shall be installed throughout the building or to 1-hour fire barrier walls constracted in accordance with the Califomia Building Code. Openings in such walls shall be protected by opening protective assemblies having 1-hour^re protection ratings. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accor- dance with the Califomia Building Code and NFPA 13. 2307.2.1 Shelf storage. Shelf storage greater than 12 feet (3658 mm) but less than 15 feet (4572 mm) in height shall be in accordance with the fire protection requirements set forth in NFPA 13. Shelf storage 15 feet (4572 mm) or more in height shall be protected in an approved manner with spe- cial fire protection, such as in-rack sprinklers. 2307.3 Pile dimension and height limitations. Pile dimen- sions, the maximum permissible storage height and pile vol- ume shall be in accordance with Table 2306.2. 2307.4 Array. Where an automatic sprinkler system design uti- lizes protection based on a closed array, array clearances shall be provided and maintained as specified by the standard used. SECTION 2308 RACK STORAGE 2308.1 General. Rack storage shall be in accordance with Sec- tion 2306 and this section. Bin boxes exceeding 5 feet (1524 mm) in any dimension shall be regulated as rack storage. 2308.2 Fire protection. Where automatic sprinklers are required by Table 2306.2, an approved automatic sprinkler system shall be installed throughout the building or to 1-hour fire barrier walls constracted in accordance with the Califomia Building Code. Openings in such walls shall be protected by opening protective assemblies having 1-hour fire protection ratings. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accor- dance with Section 903.3.1.1 and the Califomia Building Code. 2308.2.1 Plastic pallets and shelves. Storage on plastic pallets or plastic shelves shall be protected by approved spe- cially engineered/ire protection systems. Exception: Plastic pallets listed and labeled in accor- dance with UL 2335 shall be treated as wood pallets for determining required sprinkler protection. 2308.2.2 Racks vrith solid shelving. Racks with solid shelving having an area greater than 32 square feet (3 m^), measured between approved flue spaces at all four edges of the shelf, shall be in accordance with this section. Exceptions: 1. Racks with mesh, grated, slatted or similar shelves having uniform openings not more than 6 inches (152 mm) apart, comprised of at least 50 percent of the overall shelf area, and with approved flue spaces are allowed to be treated as racks without solid shelves. 2. Racks used for the storage of combustible paper records, with solid shelving, shall be in accordance with NFPA 13. 2308.2.2.1 Fire protection. Fire protection for racks with solid shelving shall be in accordance with NFPA 13. 2308.3 Flue spaces. Hue spaces shall be provided in accor- dance with Table 2308.3. Required flue spaces shall be main- tained. 2308.4 Column protection. Steel building columns shall be protected in accordance with NFPA 13. 2308.5 Extra-high-rack storage systems. Approval of the fire code official shall be obtained prior to installing extra-high-rack combustible storage. 2308.5.1 Fire protection. Buildings with extra-high-rack combustible storage shall be protected with a specially engi- neered automatic sprinkler system. Extia-high-rack com- bustible storage shall be provided with additional special fire protection, such as separation from other buildings and additional built-in fire protection features and fire depart- ment access, when required by the fire code official. 328 2010 CALIFORNIA FIRE CODE FIRE PROTECTION SYSTEMS [California Code of Regulations, Title 19, Division 1, §570(a) through (e)]. Fire Extinguisher Size and Placement for Class B Fires in Flammable Liquids of Appreciable Depth. (a) Portable fire extinguishers shall not be installed as the sole protection for flammable liquid hazards of appreciable depth [greater than '/^ inch (0.64 cm)] where the surface area exceeds 10 square feet (0.93 m^). 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 m^). (b) For fiammable 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 ofthe largest hazard area. Fire fires involving cooking grease or water-soluble fiammable liquids, see Califomia Code of Regulations, Title 19, Division 1, Section 566(b) and566 (d) Exception: AFFF or FFFP type extinguishers may be provided on the basis of a IB rating of protection per square feet of hazard. (c) Two or more extinguishers of lower ratings shall not be used in lieu ofthe extinguisher required for the largest haz- ard area. Exception: Up to three AFFF or FFFP extinguishers may be used to fulfill the requirements provided the sum ofthe Class B ratings meets or exceeds the value required for the largest hazard area. (d) Travel distances for portable extinguishers shall not exceed 50 feet (15.25 m) as shown in Califomia Code of Regulations, Title 19, Division 1, Section 569, Table 3. (e) Scattered or widely separated hazards shall be individu- ally protected. An extinguisher in the proximity of a hazard shall be carefully located to be accessible in the presence of afire without undue danger to the operator. [CaUfornia Code of Regulations, Title 19, Division 1, §571(a)] Fire Extinguisher Size and Placement for Class C Hazards. (a) Fire extinguishers with Class C ratings shall be required where energized electrical equipment can be encountered which would require a nonconducting extinguishing 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 hazard, the fire extinguishers shall be sized and located on the basis ofthe anticipated Class A or B hazard. Note: Electrical equipment should be de~energized as soon as possible to prevent reigniting. TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS LIGHT (Low) HAZARD OCCUPANCY ORDINARY (Moderate) HAZARD OCCUPANCY EXTRA (High) HAZARD OCCUPANCY Minimum Rated Single Extinguisher 2-A^ 2-A 4-A» Maximum Floor Area Per Unit of A 3,000 square feet 1,500 square feet 1,000 square feet Maximum Floor Area For Extinguisher'' 11,250 square feet 11,250 square feet 11.250 cqiuoefeet Maximum Travel Distance to Extinguisher 75 feet 75 feet 73 feet For SI: 1 foot = 304.8 mm, 1 square foot = 0.0929 m^ 1 gallon = 3.785 L. a. Two 2'/2-gallon water-type extinguishers shall be deemed the equivalent of one 4-A rated extinguisher. b. Califomia Code of Regulations, Title 19, Division 1, Chapter 3 concerning application of the maximum floor area criteria. c. Two water-type extinguishers each with a 1-A rating shall be deemed the equivalent of one 2-A rated extinguisher for Light (Low) Hazard Occupan- cies. 906.3.1 Class A fire hazards. Portable fire extinguishers for occupancies that involve primarily Class A fire hazards, the minimum sizes and distribution shall comply with Table 906.3(1). 906.3.2 Class B fire hazards. Portable fure extinguishers for occupancies involving flammable or combustible liq- uids with depths of less than or equal to 0.25-inch (6.35 mm) shall be selected and placed in accordance with Table 906.3(2). Portable fire extinguishers for occupancies involving flammable or combustible liquids with a depth of greater than 0.25-inch (6.35 mm) shall be selected and placed in accordance with Califomia Code of Regulations, Title 19, Division 1, Chapter 3. TABLE 906.3(2) FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS OF LESS THAN OR EQUAL TO 0.25-INCH TYPE OF HAZARD BASIC MINIMUM EXTINGUISHER RATING MAXIMUM TRAVEL DISTANCE TO EXTINGUISHERS (feet) Light (Low) 5-B 10-B 30 50 Ordinffly (Moderate) 10-B 20-B 30 50 Extra (High) 40-B 80-B 30 50 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. Note: For requirements on water-soluble flammable liquids and alternative sizing criteria, see California Code of Regulations, Title 19, Division 1, Chapter 3. 142 2010 CALIFORNIA FIRE CODE FIRE PROTECTION SYSTEMS f 9063.3 Class C fire hazards. Portable fire extinguishers for Class C fire hazards shall be selected and placed on the basis of the anticipated Class A or B hazard. 906.3.4 Class D fire hazards. Portable fire extinguishers for occupancies involving combustible metals shall be selected and placed in accordance with Califomia Code of Regulations, Title 19, Division 1, Chapter 3. 906.4 Cooking grease fires. Fire extinguishers provided for the protection of cooking grease fires shall be of an approved type compatible with the automatic fire-extinguishing system agent and in accordance with Section 904.11.5. [California Code of Regulations, Title 19, Division 1, §573(a) through (c)] Fire Extinguisher Size and Placement for Com- mercial Cooking Operations. (a) Fire extinguishers with a Class K rating shall be pro- videdfor hazards where there is a potential forfires involv- ing combustible cooking media (vegetable or animal oils and fats). (b) Maximum travel distance shall not exceed 30 feet (9.15 m)from the hazard to the extinguishers. (c) Additional fire extinguishers, required for the control of other classes of fires, shall be provided for commercial cooking areas as required by Califomia Code of Regula- tions, Title 19, Division 1, Section 567. 906.5 Conspicuous location. Portable fire extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code offi- cial determines that the hazard posed indicates the need for placement away from normal paths of travel. [California Code of Regulations, Title 19, Division 1, §567.5] Physical Damage Protection. Extinguishers installed under conditions where they are sub- ject to physical damage, (e.g., from impact, vibration, the envi- ronment) shall be adequately protected. 906.6 Unobstructed and unobscured. Portable fire extinguishers shall not be obstracted or obscured from view. In rooms or areas in which visual obstraction cannot be com- pletely avoided, means shall be provided to indicate the loca- tions of extinguishers. 906.7 Hangers and brackets. Hand-held portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instmctions. [Califomia 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 properly anchored to the mounting surface in accordance with the manufacturer's instructions. Wheeled- type fire extinguishers shall be located in a designated location. [California Code of Regulations, Title 19, Division 1, §567.4] Brackets. Extinguishers installed under conditions where they are sub- ject to dislodgement shall be installed in brackets specifically designed to cope with this problem. [Califomia Code of Regulations, Title 19, Division 1, §567.6] Mounting. Fire extinguishers having a gross weight not exceeding 40 lbs (18.14 kg) shall be installed so that the top of the fire extin- guisher is not more than 5 feet (1.53 m) above the floor. Fire extinguishers having a gross weight greater than 40 lbs {18.14 kg) (except wheeled types) shall be so installed that the top of the fire extinguisher is not more than 3-'/2feet (1.07 m) above the floor. In no case shall the clearance between the bottom of the extinguisher and the floor be less than 4 inches (10.2 cm) 906.8 Cabinets. Cabinets used to house portable fire extinguishers shall not be locked. Exceptions: 1. Where portable fire extinguishers subject to malicious use or damage are provided with a means of ready access. 2. In Group 1-3 occupancies and in mental health areas in Group 1-2 occupancies, access to portable fire extinguishers shall be pennitted to be locked or to be located in staff locations provided the staff has keys. [California Code of Regulations, Title 19, Division 1, §567.2] Cabinets. Cabinets housing extinguishers shall not be locked. Exception: Where extinguishers are subject to malicious use, locked cabinets may be used provided they include a means of emergency access and are approved by the authority having jurisdiction. [California Code of Regulations, Title 19, Division 1, §567.7] Sealed Cabinets. Where extinguishes are installed in closed cabinets, which are exposed to elevated temperatures, the cabinets shall be pro- vided with screened openings and drains. 906.9 Extinguisher installation. The installation of portable fire extinguishers shall be in accordance with Sections 906.9.1 through 906.9.3. 906.9.1 Extinguishers weighing 40 pounds or less. Porta- ble fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that their tops are not more than 5 feet (1524 mm) above the floor. 906.9.2 Extingiushers weighing more than 40 pounds. Hand-held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that their tops are not more than 3.5 feet (1067 mm) above the floor. 906.9.3 Floor clearance. The clearance between the floor and the bottom of installed hand-held portable fire extinguishers shall not be less than 4 inches (102 mm). 906.10 Wheeled units. Wheeled fire extinguishers shall be conspicuously located in a designated location. 2010 CALIFORNIA FIRE CODE 143 ATTACHMENT #16 HIGH-PILED COMBUSTIBLE STORAGE t SECTION 2306 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES 2306.1 General. Fire protection and life safety features for high-piled storage areas shall be in accordance with Sections 2306.2 through 2306.10. 2306.2 Extent and type of protection. Where required by Table 2306.2, fire detection systems, smoke and heat removal, draft curtains and automatic sprinkler design densities shall extend the lesser of 15 feet (4572 mm) beyond the high-piled storage area or to a permanent partition. Where portions of high-piled storage areas have different fire protection require- ments because of commodity, method of storage or storage height, the fire protection features required by Table 2306.2 within this area shall be based on the most restrictive design requirements. 2306.3 Separation of high-piled storage areas. High-piled storage areas shall be separated from other portions of the building where required by Sections 2306.3.1 through 2306.3.2.2. 2306.3.1 Separation from other uses. Mixed occupancies shall be separated in accordance with the California Build- ing Code. 2306.3.2 Multiple high-piled storage areas. Multiple high-piled storage areas shall be in accordance with Section 2306.3.2.1 or 2306.3.2.2. 2306.3.2.1 Aggregate area. The aggregate of all high-piled storage areas within a building shall be used for the application of Table 2306.2 unless such areas are separated from each other by 1-hour^re barrier walls constracted in accordance with the California Building Code. Openings in such walls shall be protected by open- ing protective assemblies having a 1 -hour fire protection rating. 2306.3.2.2 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 2306.2. To be considered as sepa- rated, 1-hour fire barrier walls shall be constracted in accordance with the Califomia Building Code. Open- ings in such walls shall be protected by opening protec- tive assemblies having a l-hour_^re protection rating. Exception: As provided for in Section 2304.2. 2306.4 Automatic sprinklers. Automatic sprinkler systems shall be provided in accordance with Sections 2307, 2308 and 2309. 2306.5 Fire detection. Where fire detection is required by Table 2306.2, 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. 2306.6 Building access. Where building access is required by Table 2306.2, fire apparatus access roads in accordance with Section 503 shall be provided within 150 feet (45 720 mm) of all portions of the exterior walls of buildings used for high- piled storage. Exception: Where fire apparatus access roads cannot be installed because of topography, railways, waterways, non-negotiable grades or other similar conditions, the^re code official is authorized to require additional fire protec- tion. 2306.6.1 Access doors. Where building access is required by Table 2306.2, fire department access doors shall be pro- vided in accordance with this section. Access doors shall be accessible without the use of a ladder. 2306.6.1.1 Number of doors required. A minimum of one access door shall be provided in each 100 lineal 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). 2306.6.1.2 Door size and type. Access doors shall not be 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. 2306.6.1.3 Locking devices. Only approved locking devices shall be used. 2306.7 Smoke and heat removal. Where smoke and heat removal are required by Table 2306.2, smoke and heat vents shall be provided in accordance with Section 910. Where draft curtains are required by Table 2306.2, they shall be provided in accordance with Section 910.3.4. 2306.8 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. 2306.9 Aisles. Aisles providing access to exits and fire dq>art- ment access doors shall be provided in Mgh-piled storage areas exceeding 500 square fiset (46 m^), in accordance widi Sections 2306.9.1 through 2306.9.3^ Aisles sq>aiadng storage piles or racks shall comply vnth NFPA 13. Aisles shall also comply widi Chapter 10. Exception: Whexe aisles arc precluded by rack stwage sysr terns, altomate mediods of access and {xocectifm are allowed when appnfved. 2306.9.1 Width. Aisle width shall be in acondance with Sections 2306.9.1.1 and 2306.9.1.2. Exceptions: 1. Aisles crossuig tack structures or storage piles, which are used only for employee access, shall be a niinimiuT] of 24 inches (610 mm) wide. 2. Aisles separating shelves classified as shdf stor- age shall be a minimum of 30 inches (762 nun) wide. 2306.9.1.1 Sprinklered buildings. Aisles in sprinklered buildings shall be a minimum of 44 inches (1118 mm) widCf Aisles shall be a minimiun of 96 inches (2438 mm) wide in AigA-pi/fJ fromareas exceeding 2,500 square 2010 CALIFORNIA FIRE CODE 327 HIGH-PILED COMBUSTIBLE STORAGE feet (232 m^) in area, that are accessible to the public and designated to contain high-hazard commodities. Exception: Aisles in high-piled storage areas exceeding 2,500 square feet (232 m*) in area, diat are accessible to the public and designated to contain high-hazard commodities, are protected by a sprin- kler system designed fbr multiple-row laclcs of high-hazaid ctmunodides shall be a minimum of 44 inc^ (1118 mm) wide. Aisles shall be a minimum of 96 inches (2438 mm) wide in areas accessible to the public where mechanical stocking methods are used. 2306.9.1.2 Nonsprinklered buildings. Aisles in nonsprinklered buildings shall be a minimum of 96 inches (2438 mm) wide. Clear iidtliL The lequued aisle widdi JhaU extend from floor to ceiling. Rack structural suj^xxts and catwalks are allowed to cross aisles at a minimum height of 6 feet 8 inches (2032 mm) above die finished floor level, provided dul such supports do not interfere with fire defHOt- ment hose Mream tnfjectoiy 2306.9J Dead cuds. Dead-end aisles shall be in accordance with Chapter 10. 2306.10 Portable fire extinguishers. Portable fire extinguishers shall be provided in accordance with Section 906. SECTION 2307 SOLID-PILED AND SHELF STORAGE 2307.1 General. Shelf storage and storage in solid piles, solid piles on pallets and bin box storage in bin boxes not exceeding 5 feet (1524 mm) in any dimension, shall be in accordance with Sections 2306 and this section. 2307.2 Fire protection. Where automatic sprinklers are required by Table 2306.2, an approved automatic sprinkler system shall be installed throughout the building or to l-hour fire barrier walls constructed in accordance with the California Building Code. Openings in such walls shall be protected by opening protective assemblies having l-hour_^re protection ratings. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accor- dance with the California Building Code and NFPA 13. 2307.2.1 Shelf storage. Shelf storage greater than 12 feet (3658mm) but less than 15 feet (4572 mm) in height shall be in accordance with the fire protection requirements set forth in NFPA 13. Shelf storage 15 feet (4572 mm) or more in height shall be protected in an approved manner with spe- cial fire protection, such as in-rack sprinklers. 2307.3 Pile dimension and height limitations. Pile dimen- sions, the maximum permissible storage height and pile vol- ume shall be in accordance with Table 2306.2. 2307.4 Array. Where an automatic sprinkler system design uti- Uzes protection based on a closed array, array clearances shall be provided and maintained as specified by the standard used. SECTION 2308 RACK STORAGE 2308.1 General. Rack storage shall be in accordance with Sec- tion 2306 and this section. Bin boxes exceeding 5 feet (1524 mm) in any dimension shall be regulated as rack storage. 2308.2 Fire protection. Where automatic sprinklers are required by Table 2306.2, an approved automatic sprinkler system shall be installed throughout the building or to 1-hour fire barrier walls constructed in accordance with the California Building Code. Openings in such walls shall be protected by opening protective assemblies having 1-hour fire protection ratings. The design and installation of the autorruitic sprinkler system and other applicable fire protection shall be in accor- dance with Section 903.3.1.1 and the Califomia Building Code. 2308.2.1 Plastic pallets and shelves. Storage on plastic pallets or plastic shelves shall be protected by approved spe- cially engineeredjftre protection systems. Exception: Plastic pallets listed and labeled in accor- dance with UL 2335 shall be freated as wood pallets for determining required sprinkler protection. 2308.2.2 Racks with solid shelving. Racks with solid shelving having an area greater than 32 square feet (3 m^), measured between approved flue spaces at all four edges of the shelf, shall be in accordance with this section. Exceptions: 1. Racks with mesh, grated, slatted or similar shelves having uniform openings not more than 6 inches (152 mm) apart, comprised of at least 50 percent of the overall shelf area, and with approved flue spaces are allowed to be treated as racks without solid shelves. 2. Racks used for the storage of combustible paper records, with solid shelving, shall be in accordance with NFPA 13. 2308.2.2.1 Fire protection. Fire protection for racks with solid shelving shall be in accordance with NFPA 13. 2308.3 Flue spaces. Flue spaces shall be provided in accor- dance with Table 2308.3. Required flue spaces shall be main- tained. 2308.4 Column protection. Steel building columns shall be protected in accordance with NFPA 13. 2308.5 Extra-high-rack storage systems. Approval of the fire code official shall be obtained prior to installing exfra-high-rack combustible storage. 2308.5.1 Fire protection. Buildings with extia-high-rack combustible storage shall be protected with a specially engi- neered automatic sprinkler system. Exfra-high-rack com- bustible storage shall be provided witii additional special fire protection, such as separation from otiier buildings and additional built-in fire protection features and fire depart- ment access, when required by the. fire code official. 328 2010 CALIFORNIA FIRE CODE CONSTRUCTION REQUIREMENTS FOR EXISTING BUILDINGS • t t 4604.1.4.1 Height. Handrail height, measured above stair fread nosings, shall be uniform, not less than 30 inches (762 mm) and not more than 42 inches (1067 mm). 4604.15 Slope of ramps. Ramp runs utilized as part of a means of egress shall have a running slope not steeper than one unit vertical in 10 units horizontal (10-percent slope). The slope of other ramps shall not be steeper than one unit vertical in eight units horizontal (12.5-percent slope). 4604.16 Width of ramps. Existing ramps are permitted to have a minimum width of 30 inches (762 mm) but not less than the width required for the number of occupants served as deter- mined by Section 1005.1. 4604.17 Fire escape stairs. Fire escape stairs shall comply witii Sections 4604.17.1 through 4604.17.7. 4604.17.1 Existing means of egress. Fire escape stairs shall be permitted in existing buildings but shall not consti- tute more than 50 percent of the required exit capacity. 4604.17.2 Protection of openings. Openings within 10 feet (3048 mm) of fire escape stairs shall be protected by fire door assemblies having a minimum ^/^-houi fire-resistance rating. Exception: In buildings equipped throughout with an approved automatic sprinkler system, opening protec- tion is not required. 4604.17.3 Dimensions. Fire escape stairs shall meet the minimum width, capacity, riser height and fread depth as specified in Section 4604.11. 4604.17.4 Access. Access to a fire escape from a corridor shall not be through an intervening room. Access to a fire escape stair shall be from a door or window meeting the cri- teria of Section 1005.1. Access to a fire escape stair shall be directly to a balcony, landing or platform. These shall be no higher than the floor or window sill level and no lower than 8 inches (203 mm) below the floor level or 18 inches (457 mm) below the window sill. 4604.17.5 Materials and strength. Components of fire escape stairs shall be constructed of noncombustible materi- als. Fire escape stairs and balconies shall support the dead load plus a live load of not less than 100 pounds per square foot (4.78 kN/m^). Fire escape stairs and balconies shall be provided with a top and intermediate handrail on each side. The fire code official is authorized to require testing or other satisfactory evidence that an existing fire escape stair meets the requirements of this section. 4604.17.6 Termination. The lowest balcony shall not be more than 18 feet (5486 mm) from the ground. Fire escape stairs shall extend to the ground or be provided with coun- terbalanced stairs reaching the ground. Exception: For fire escape stairs serving 10 or fewer occupants, an approved fire escape ladder is allowed to serve as the termination. 4604.17.7 Maintenance. Fire escapes shall be kept clear and unobstructed at all times and shall be maintained in good working order. 4604.18 Corridors. Corridors serving an occupant load greater than 30 and the openings therein shall provide an effec- tive barrier to resist the movement of smoke. Transoms, lou- vers, doors and other openings shall be kept closed or self- closing. Exceptions: 1. Corridors in occupancies other than in Group H, which are equipped throughout with an approved automatic sprinkler system. 2. Patient room doors in corridors in occupancies in Group 1-2 where smoke barriers are provided in accordance with the Intemational Building Code. 3. Corridors in occupancies in Group E where each room utilized for instruction or assembly has at least one-half of the required means of egress doors open- ing directiy to the exterior of the building at ground level. 4. Corridors that are in accordance with the Interna- tional Building Code. 4604.18.1 Corridor openings. Openings in corridor walls shall comply with the requirements of the International Building Code. Exceptions: 1. Where 20-minute fire door assemblies are required, sohd wood doors at least 1.75 inches (44 mm) thick or insulated steel doors are allowed. 2. Openings protected with fixed wire glass set in steel frames. 3. Openings covered with 0.5-inch (12.7 mm) gyp- sum wallboard or 0.75-inch (19.1 mm) plywood on the room side. 4. Opening protection is not required when the build- ing is equipped throughout with an approved auto- matic sprinkler system. 4604.18Jt Dead ends. Where more dian one exit or exit occ«j doorway is reqtiired, die ecirioccm shall be arranged such that dead ends do not exceed the limits specified in Tiible 4604.18.2. Exception: A dead-end passageway or corridor shall not be limited in length where tl» lengdi die dead-end passageway or corridor is less than 2.5 times the least width of the dead-end passageway or corridor. 4604.18.3 Exit access travel distance. Exits shall be located so that the maximum length of exit access travel, measured from the most remote point to an approved exit along the natural and unobstmcted path of egress travel, does not exceed the distances given in Table 4604.18.2. 2010 CALIFORNIA FIRE CODE 539 CONSTRUCTION REQUIREMENTS FOR EXISTING BUILDINGS TABLE 4604.18.2 COMMON PATH, DEAD-END AND TRAVEL DISTANCE LIMITS (by occupancy) OCCUPANCY COMMON PATH LIMIT DEAD-END LIMIT TRAVEL DISTANCE LIMIT OCCUPANCY Unsprinklered (feet) Sprinklered (feet) Unsprinklered (feet) Sprinklered feet) Unsprinklered (feet) Sprinklered (feet) Group A 20/75^ 20/75" 20" 20" 200 250 Group B 75 100 50 50 200 250 Group E 75 75 20 50 200 250 Group S-1* 100 50 ;--:/50 200 250 Group F-2, S-2'' 75 100 50 50 300 400 Group H-1 25 25 0 0 75 75 Group H-2 50 100 0 0 75 100 Group H-3 50 100 20 20 100 150 Group H-4 75 75 20 20 150 175 Group H-5 75 75 20 20 150 200 Group I-I 75 75 20 50 200 250 Group 1-2 (Health Care) NR= NR^ NR NR 150 200= Group 1-3 (Detention and Correctional— Ose Conditions II, IE, IV, V) 100 100 NR NR 150"^ 200"= Group 1-4 (Day Care Centers) NR NR 20 20 200 250 Group M (Covered Mall) 75 100 50 50 200 400 Group M (Mercantile) 75 100 50 50 200 250 Group R-l (Hotels) 75 75 50 50 200 250 Group R-2 (Apartments) 75 75 50 50 200 250 Group R-3 (One- and Two- Family) NR NR NR NR NR NR Group R-4 (Residential Care/Assisted Living) NR NR NR NR NR NR Group U 75 75 20 50 200 250 For SI: I foot = 304.8 mm. a. 20 feet for common path serving 50 or more persons; 75 feet for common path serving less than 50 persons. b. See Section 1028.9.5 for dead-end aisles in Group A occupancies. c. This dimension is for the total travel distance, assuming incremental portions have fully utilized their allowable maximums. For travel distance within the room, and from the room exit access door to the exit, see the appropriate occupancy chapter. d. See the International Buitding Code for special requirements on spacing of doors in aircraft hangars. e. Any patient sleeping room, or any suite that includes patient sleeping rooms, of more than 1,000 square feet (93 m^) shall have at least two exit access doors placed a distance apart equal to not less than one-third of the length of the maximum overall diagonal dimension ofthe patient sleeping room or suite to be served, measured in a straight line between exit access doors. NR = No requirements. 4604.18.4 Common path of egress travel. The common path of egress travel shall not exceed the distances given in Table 4604.18.2. 4604.19 Stairway discharge identification. A stairway in an exit enclosure which continues below its level of exit discharge shall be arranged and marked to make the direction of egress to a public way readily identifiable. Exception: Stairs that continue one-half story beyond their levels of exit discharge need not be provided with barriers where the exit discharge is obvious. 4604.20 Exterior stairway protection. Exterior exit stairs shall be separated from the interior of the building as required in Section 1026.6. Openings shall be limited to those necessary for egress from normally occupied spaces. Exceptions: 1. Separation from the interior of the building is not required for buildings that are two stories or less above grade where the level of exit discharge serving such occupancies is the first story above grade. 2. Separation from the interior of the building is not required where the exterior stairway is served by an exterior balcony that connects two remote exterior stairways or other approved exits, with a perimeter that is not less than 50 percent open. To be considered open, the opening shall be a minimum of 50 percent of the height of the enclosing wall, with the top of the opening not less than 7 feet (2134 mm) above the top of the balcony. 540 2010 CALIFORNIA FIRE CODE ATTACHMENT #17 HIGH-PILED COMBUSTIBLE STORAGE 2303.7.2 Group B plastics. Group B plastics are plastic materials having a heat of combustion and a buming rate higher than that of ordinary combustibles, but not as high as those of Group A plastics. Examples of Group B plastics include, but are not limited to, the following: Cellulosics (cellulose acetate, cellulose acetate butyrate, ethyl cellulose) Chloroprene rubber Fluoroplastics (ECTFE, ethylene-chlorottifluoroethylene copolymer; ETFE, ethylene-tetrafluoroethylene copolymer; FEP, fluorinated ethylene-propylene copolymer) Natural rubber (nonexpanded) Nylon (Nylon 6, Nylon 6/6) PVC (polyvinyl chloride greater than 5-percent, but not exceeding 15-percent plasticized) Silicone rubber 2303.7.3 Group C plastics. Group C plastics are plastic materials having a heat of combustion and a buming rate sim- ilar to those of ordinary combustibles. Examples of Group C plastics include, but are not limited to, the following: Fluoroplastics (PCTFE, polychlorofrifluoroethylene; PTFE, polytetrafluoroethylene) Melamine (melamine formaldehyde) Phenol PVC (polyvinyl chloride, rigid or plasticized less than 5 percent, e.g., pipe, pipe fittings) PVDC (polyvinylidene chloride) PVDF (polyvinylidene fluoride) PVF (polyvinyl fluoride) Urea (urea formaldehyde) 2303.7.4 Limited quantities of Group A plastics in mixed commodities. Figure 2303.7.4 shall be used to determine the quantity of Group A plastics allowed to be stored in a package or carton or on a pallet without increasing the com- modity classification. SECTION 2304 DESIGNATION OF HIGH-PILED STORAGE AREAS 2304.1 General. High-piled storage areas, and portions of high-piled storage areas intended for storage of a different commodity class than adjacent areas, shall be designed and specifically designated to contain Class 1, Class 11, Class III, Class IV or high-hazard commodities. The designation of a high-piled combustible storage area, or portion thereof intended for storage of a different commodity class, shall be based on the highest hazard commodity class stored except as provided in Section 2304.2. 2304.2 Designation based on engineering analysis. The des- ignation of a high-piled combustible storage area, or portion thereof, is allowed to be based on a lower hazard class than that of the highest class of commodity stored when a limited quan- tity of the higher hazard commodity has been demonstrated by engineering analysis to be adequately protected by the auto- matic sprinkler system provided. The engineering analysis shall consider the ability of the sprinkler system to deliver the higher density required by the higher hazard commodity. The higher density shall be based on the actual storage height of the pile or rack and the minimum allowable design area for sprin- kler operation as set forth in the density/area figures provided in NFPA 13. The contiguous area occupied by the higher haz- ard commodity shall not exceed 120 square feet (11 m^) and additional areas of higher hazard commodity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprin- kler system shall be capable of delivering the higher density over a minimum area of 900 square feet (84 m^) for wet pipe systems and 1,200 square feet (111 m^) for dry pipe systems. The shape of the design area shall be in accordance with Sec- tion 903. SECTION 2305 HOUSEKEEPING AND MAINTENANCE 2305.1 Rack structures. The structural integrity of racks shall be maintained. 2305.2 Ignition sources. Clearance from ignition sources shall be provided in accordance with Section 305. 230S3 SmoUBf. Siao3aagfAa&bcpxM^t4.A^rowd*^o SoKddng" signs be ctHisj^uoosly pcMited in acGanhuKe widi Section 310. 2305.4 Aisfe maiBtenaiice. When restocking is not being OM- ducted. aisles be kept clear of storage, waste matetM and debris. Fire department access doors, aisles and exit doors shall not be distnicted. During le^ocking qperattons using tnanual stockii^ mediods, a minimum unobstructed aisfe wlddi 24 inches (610 mm) sissll be maintained in 48-inch (1219 mm) ta smaUer aisles, aod a minimum unobstructed aisle widdi of cHie-half of the required aisle widdi shall be nuuntained ia aisles greato- than 48 inches (1219 nun). During mec^iaidcid stocking operations, a minimum uhobstruoed uste widdi vi44 inches (1118 mm) shall be maintained in accoidance with Sec- tion 2306.9. 2305JS Pile dimen^n and hdght Utnitatimuk Pile diinm- sions and height limitations shall comply with Secticm 2307.3. 2305.6 Designation of storage heights. Where required by the fire code official, a visual method of indicating the maximum allowable storage height shall be provided. 2305.7 Arrays. Arrays shall comply with Section 2307.4. 2305.8 Flue spaces. Flue spaces shall comply with Section 2308.3. 324 2010 CALIFORNIA FIRE CODE HIGH-PILED COMBUSTIBLE STORAGE feet (232 m^) in area, that are accessible to the public and designated to contain high-hazard commodities. Exception: Aisles in high-piled storage areas exceeding 2,500 square feet (232 m^) in area, that are accessible to the public and designated to contain high-hazard commodities, are protected by a sprin- kler system designed for multiple-row racks of high-hazard commodities shall be a minimum of 44 inches (1118 mm) wide. Aisles shall be a minimum of 96 inches (2438 mm) wide in areas accessible to the public where mechanical stocking methods are used. 2306.9.1.2 Nonsprinklered buildings. Aisles in nonsprinklered buildings shall be a minimum of 96 inches (2438 mm) wide. 2306.9.2 Clear height. The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6 feet 8 inches (2032 mm) above the finished floor level, provided that such supports do not interfere with fire depart- ment hose stream frajectory. 2306.9.3 Dead ends. Dead-end aisles shall be in accordance with Chapter 10. 2306.10 Portable fire extinguishers. Portable fire extinguishers shall be provided in accordance with Section ?06. SECTION 2307 SOLID-PILED AND SHELF STORAGE 2307.1 General. Shelf storage and storage in solid piles, solid piles on pallets and bin box storage in bin boxes not exceeding 5 feet (1524 mm) in any dimension, shall be in accordance with Sections 2306 and this section. 2307.2 Fire protection. Where automatic sprinklers are required by Table 2306.2, an approved automatic sprinkler system shall be installed throughout the building or to 1-hour fire barrier walls constructed in accordance with the California Building Code. Openings in such walls shall be protected by opening protective assemblies having l-hour^re protection ratings. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accor- dance with the California Building Code and NFPA 13. 2307.2.1 Shelf storage. Shelf storage greater than 12 feet (3658 mm) but less than 15 feet (4572 mm) in height shall be in accordance with the fire protection requirements set forth in NFPA 13. Shelf storage 15 feet (4572 mm) or more in height shall be protected in an approved manner with spe- cial fire protection, such as in-rack sprinklers. 2307.3 Pile dimension and height limitations. Pile dimen- sions, the maximum permissible storage height and pile vol- ume shall be in accordance with Table 2306.2. 2307.4 Array. Where an automatic sprinkler system design uti- lizes protection based on a closed array, array clearances shall be provided and maintained as specified by the standard used. SECTION 2308 RACK STORAGE 2308.1 General. Rack storage shall be in accordance with Sec- tion 2306 and this section. Bin boxes exceeding 5 feet (1524 mm) in any dimension shall be regulated as rack storage. 2308.2 Fire protection. Where automatic sprinklers are required by Table 2306.2, an approved automatic sprinkler system shall be installed throughout the building or to 1-hour fire barrier walls constmcted in accordance with the California Building Code. Openings in such walls shall be protected by opening protective assemblies having 1-hour^re protection ratings. The design and installation of the automatic sprinkler system and other applicable fire protection shall be in accor- dance with Section 903.3.1.1 and the Califomia Building Code. 2308.2.1 Plastic pallets and shelves. Storage on plastic pallets or plastic shelves shall be protected by approved spe- cially engineered^re protection systems. Exception: Plastic pallets listed and labeled in accor- dance with UL 2335 shall be freated as wood pallets for determining required sprinkler protection. 2308.2.2 Racks with solid shelving. Racks with solid shelving having an area greater than 32 square feet (3 m^), measured between approved flue spaces at all four edges of the shelf, shall be in accordance with this section. Exceptions: 1. Racks with mesh, grated, slatted or similar shelves having uniform openings not more than 6 inches (152 mm) apart, comprised of at least 50 percent of the overall shelf area, and with approved flue spaces are allowed to be freated as racks without solid shelves. 2. Racks used for the storage of combustible paper records, with solid shelving, shall be in accordance with NFPA 13. 2308.2.2.1 Fire protection. Fire protection for racks with solid shelving shall be in accordance with NFPA 13. 2308.3 Fine spaces. Flue spaces diall be provided in accor- dance with Table 2308.3. Required flue spaces shall be main- tained. 2308.4 Column protection. Steel building columns shall be protected in accordance with NFPA 13. 2308.5 Extra-high-rack storage systems. Approval of the fire code official shall be obtained prior to installing exfra-high-rack combustible storage. 2308.5.1 Fire protection. Buildings with exfra-high-rack combustible storage shall be protected with a specially engi- neered automatic sprinkler system. Exfra-high-rack com- bustible storage shall be provided with additional special fire protection, such as separation from other buildings and additional built-in fire protection features and fire depart- ment access, when required by the fire code official. 328 2010 CALIFORNIA FIRE CODE HIGH-PILED COMBUSTIBLE STORAGE TABLE 2308.3 REQUIRED FLUE SPACES FOR RACK STORAGE RACK CONFIGURATION AUTOMATIC SPRINKLER PROTECTION SPR>NKL£R AT IHE CEiUNQ WTTH OR WrTHOUT iminiUM W-RACK SPRMKUERS IN-RACK SPRINKLERS AT EVERY TIER NONSPRINKLERED RACK CONFIGURATION AUTOMATIC SPRINKLER PROTECTION > 25 feet Any height Any height RACK CONFIGURATION Storage height Option 1 Option 2 > 25 feet Any height Any height Single-row tack Transverse flue space Sfae* 3ii^bes Not Applicable 3 inches Not Required Not Required Single-row tack Transverse flue space Vertkally diped Not Required Nol Applicable Not Applicable Yes Not Applicable Not Required Single-row tack Longitudinal flue space Not Required Nol Applicable Not Applicable Not Required Not Required Not Required Transverse flue space Size* 6 inches* 3inches 3 inches Not Required Not Required Transverse flue space VetdcaUy aligned Not Required Not Required Yes Not Applicable Not Required Lon^tudiiud Sue space Not Required 6iiiches 6 inches Not Required Not Required Multi-row rack Transverse flue space Size" 6 inches Not Applicable 6 inches Not Required Not Required Multi-row rack Transverse flue space Vertically aligned Not Required Not Applicable Yes Not Applicable Not Required Multi-row rack Longitudinal flue space Not Required Not Applicable Not Required Not Required Not Required For SI: 1 inch = 25.4 mm, I foot = 304.8 mm. a. Three-inch Uansverse flue spaces shall be provided at least every 10 feet where ESFR sprinlder protection is provided. b. Random variations are allowed, provided that the configuration does not obstruct water peneti:ation. SECTION 2309 AUTOMATED STORAGE 2309.1 General. Automated storage shall be in accordance with this section. 2309.2 Automatic sprinklers. Where automatic sprinklers are required by Table 2306.2, the building shall be equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1. 2309.3 Carousel storage. High-piled storage areas having greater than 500 square feet (46 m^) of carousel storage shall be provided with automatic shutdown in accordance with one of the following: 1. An automatic smoke detection system installed in accor- dance with Section 907, with coverage extending 15 feet (4575 mm) in all directions beyond unenclosed carousel storage systems and which sounds a local alarm 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 accor- dance with Section 907 and within enclosed carousel storage systems, which sounds a local alarm at the opera- tor's station and stops the carousel storage system upon the activation of a single detector. 3. A single dead-man-type confrol 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 provide for observation of the carousel system. 2309.4 Automated rack storage. High-piled storage areas with automated rack storage shall be provided with a manually activated emergency shutdown switch for use by emergency personnel. The switch shall be clearly identified and shall be in a location approved by the fire chief. SECTION 2310 SPECIALTY STORAGE 2310.1 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 2306 and 2308 and NFPA 13. Palletized storage of records shall be in accordance with Section 2307. 2010 CALIFORNIA FIRE CODE 329 ATTACHMENT #18 &($) tc o IL. m oc Q. 3 = 0. H Z < z IU PhndNdt MM A1.1 % CHAPTER 13 COMBUSTIBLE DUST-PRODUCING OPERATIONS SECTION 1301 GENERAL 1301.1 Scope. The equipment, processes and operations involving dust explosion hazards shall comply with the provi- sions of this chapter. 1301.2 Permits. Permits shall be required for combustible dust-piodacing operations as set forth in Section 105.6. SECTION 1302 DEFINITIONS 1302.1 Definition. The following word and term shall, for the purposes of this chapter and as used elsewhere in this code, have the meaning shown herein. COMBUSTIBLE DUST. Finely divided solid material which is 420 microns or less in diameter and which, when dispersed in air in the proper proportions, could be ignited by a flame, spark or other source of ignition. Combustible dust will pass through a U.S. No. 40 standard sieve. TABLE 1304.1 EXPLOSION PROTECTION STANDARDS STANDARD SUBJECT NFPA 61 Agricultural and Food Products NFPA 69 Explosion Prevention NFPA 70 National Electrical Code NFPA 85 Boiler and Combustion System Hazards NFPA 120 Coal Preparation Plants NFPA 484 Combustible Metals, Metal Powders and Metal Dusts NFPA 654 Manufacturing, Processing and Handling of Combustible Particulate Solids NFPA 655 Prevention of Sulfiar Fires and Explosions NFPA 664 Prevention of Fires and Explosions in Wood Processing and Woodworking Facilities t SECTION 1303 PRECAUTIONS 1303.1 Sources of ignition. Smoking or the use of heating or aCxx devices employing an open flame, or dus use of spairfc- I»x>ducing equipment is prohibited in areas where combustible dust is generated, stored, manufactured, processed CH- handled. 1303.2 Housekeeping. Acciunulation of combustible dust shall be kept to a ininimom in the interior of buildiiigs. Accu- mulated coaAustible dust shall be collected by vacuum clean- ing or other means that will not place mmbustible dust into suspension in air. Forced air or similar methods shall not be used to remove dust £rom surfwes. SECTION 1304 EXPLOSION PROTECTION 1304.1 Standards. The fire code official is authorized to enforce appUcable provisions of the codes and standards listed in Table 1304.1 to prevent and confrol dust explosions. 2010 CALIFORNIA FIRE CODE 241 ATTACHMENT #19 MEANS OF EGRESS 6, 1 i 1004.5 Egress convergence. Where means of egress from floors above and below converge at an intennediate level, the capacity of the means of egress from the point of convergence shall not be less than the sum of the two floors. 1004.6 Mezzanine levels. The occupant load of a mezzanine level with egress onto a room or area below shall be added to that room or area's occupant load, and the capacity of the exits shall be designed for the total occupant load thus established. 1004.7 Fixed seating. For areas having fixed seats and aisles, the occupant load shall be determined by the number of fixed seats installed therein. The occupant load for areas in which fixed seating is not installed, such as waiting spaces and wheel- chair spaces, shall be determined in accordance with Section 1004.1.1 and added to the number of fixed seats. For areas having fixed seating without dividing arms, the occupant load shall not be less than the number of seats based on one person for each 18 inches (457 mm) of seating length. The occupant load of seating booths shall be based on one person for each 24 inches (610 mm) of booth seat length mea- sured at the backrest of the seating booth. 1004.8 Outdoor areas. Yards, patios, courts and similar out- door areas accessible to and usable by the building occupants shall be provided with means of egress as required by this chap- ter. The occupant load of such outdoor areas shall be assigned by the building official in accordance with the anticipated use.' Where outdoor areas are to be used by persons in addition to the ccupants of the building, and the path of egress fravel from the outdoor areas passes tiirough the building, means of egress requirements for the building shall be based on the sum of the occupant loads of the building plus the outdoor areas. Exceptions: 1. Outdoor areas used exclusively for service of the building need only have one means of egress. 2. Both outdoor areas associated with Group R-3 and individual dwelling units of Group R-2. 1004.9 Multiple occupancies. Where a building contains two or more occupancies, the means of egress requirements shall apply to each portion of the building based on the occupancy of that space. Where two or more occupancies utilize portions of the same means of egress system, those egress components shall meet the more stringent requirements of all occupancies that are served. SECTION 1005 EQRESS WIDTH 1005.1 Miniinum required ^less width. The means of egress width ^all tiOt be less dian requited hy diis section. Tbe total width of means of egress in inches (mm) diall not be less than the tt^ occupant load served by the means of egress mul- tiplied by 0.3 inches (7.62 nun) per occufont fm stairways and by 0.2 inches (S.08 mm) per occupant fw odier egress compo- ,n«its. The mdth shdl not be less than specified dsewheie in this code. Multiple meant o/c|>iV£; shdl be sized such diat the loss of any one means egress shaU IKM reduce the available ci^aci^ to less than SO percmt of dw required capacity. The maximum capacity required from any story of a building shall be maintained to die tominaticMi of the means ef egress. Exceptionr: 1. Meam ttf egress cottiplyi^ 1028. 2. For Group H-l, H-2. H-3 and H-4 occupancies the total width of means ofegress in inches (mm) shdl not be less than the total occupant had served by the means af egress multiplied hy 0.7 indies (7.62 mm) per occupant for stairways and by 0.4 inches (5.08 nm) per occupant for other egress components. 10052 Door encnuichmenL Doors, when fully opened, and handrails shall not reduce the required means of egress width by more than 7 inches (178 mm). Doors in any position shall ncM reduce the required widdi by more than one-half. Other nonstructural projections such as trim and similar decorative features diall be pennitted to project into the requiied widdi a maximum of 1 Vj inches (38 mm) on each side. Exception: Tlie restrictions on a doOT swing shall not apply to (kiors widiin individual dwelling units and sleqiing units of Group R-2 and dwelling units of Group R-3. 1005J Door hardware encroachment In other than Group 1-2 occupancies, surface-mounted latch release hardware shall be exempt from inclusion in die 7-inch (178 mm) maximum projection requirement of Section 1005.2 when: 1. The hardware is mounted to the side of die door facing the corridor width when die door is in die open pouiion; ami 2. Itie hardware is mounted not less Ihan 34 inches (86S mm) or more than 48 inches (1220 mm) above the fin- iilied floor. SECTION 1006 MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. Exceptions: 1. Occupancies in Group U. 2. Aisle accessways in Group A. 3. Dwelling units and sleeping units in Groups R-l, R-2 and R-3. 4. Sleeping units of Group I, R-2.1 and R-4 occupancies. | 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot-candle (11 lux) at the walking surface. Exception: For auditoriums, theaters, concert or opera halls and similar assembly occupancies, the illumination at the walking siuface is permitted to be reduced during perfor- mances to not less than 0.2 foot-candle (2.15 lux), provided that the required illumination is automatically restored upon activation of a premises' fire alarm system where such system is provided. 330 2010 CALIFORNIA BUILDING CODE MEANS OF EGRESS of egress serving the larger tenant space shall not pass through the smaller tenant space or spaces. 1014.2.2 Group 1-2. Habitable rooms or suites in Group 1-2 occupancies shall have an exit access door leading directly to a corridor. Exception: Rooms with exit doors opening directly to the outside at ground level. 1014.2.2.1 Basement exits. All rooms below grade shall have not less than one exit access that leads directly to an exterior exit door opening directly to an exit discharge at grade plane or the public way. 1014.2.3 Suites in patient sleeping areas. Patient sleeping areas in Group 1-2 occupancies shall be permitted to be divided into suites with one intervening room if one of the following conditions is met: 1. The intervening room within the suite is not used as an exit access for more than eight patient beds. 2. The arrangement of the suite allows for direct and constant visual supervision by nursing personnel. 1014.2.3.1 Area. Suites of sleeping rooms shall not exceed 5,000 square feet (465 m^). 1014.2.3.2 Exit access. Any patient sleeping room, or any suite that includes patient sleeping rooms, of more than 1,000 square feet (93 m^) shall have at least two exit access doors remotely located from each other. 1014.2.3.3 Travel distance. The travel distance between any point in a suite of sleeping rooms and an exit access door of tha.t suite shall not exceed 100 feet (30 480 mm). 1014.2.4 Suites in areas other than patient sleeping areas. Areas other than patient sleeping areas in Group 1-2 occupancies shall be pennitted to be divided into suites. 1014.2.4.1 Area. Suites of rooms, other than patient sleeping rooms, shall not exceed 10,000 square feet (929 m^). 1014.2.4.2 Exit access. Any room or suite of rooms, other than patient sleeping rooms, of more than 2,500 square feet (232 m^) shall have at least two exit access doors remotely located from each other. 1014.2.4.3 One intervening room. For rooms other than patient sleeping rooms, suites of rooms are permitted to have one intervening room if the travel distance within the suite to the exit access door is not greater than 100 feet (30 480 mm). 1014.2.4.4 Two intervening rooms. For rooms other than patient sleeping rooms located within a suite, exit access fravel firom within the suite shall be permitted through two intervening rooms where the fravel distance to the exit access door is not greater than 50 feet (15 240 mm). 1014.2.5 Exit access through suites. Exit access from all other portions of a building not classified as a suite in a Group 1-2 occupancy shall not pass through a suite. 1014.2.6 Travel distance. The fravel distance between any point in a Group 1-2 occupancy patient sleeping room and an exit access door in that room shall not exceed 50 feet (15 240 mm). 1014.2.7 Separation. Suites in Group 1-2 occupancies shall be separated from other portions of the building by not less than a one-hour fire barrier complying with Section 707. 10143 Common path of egress traveL In occupancies other dian QrE»ips H-1, H-2 and H-3, the common path cf egress travtf/shall not exceed 75 feet (22 860 mm). In Group H-1, H-2 and H^3 occupancies, the common path af egress travel shall not exceed 25 feet (7620 mm). ¥ac common path ef egress travel in Group A occupancies and assembly occupancies accessory to Group B occupancies having fixed seating, sec SectiMi 1028.8. Exceptimis: 1. The length of a common path of egress travel in 1, Group B, F and S occupancies shall not be more than 100 fleet (30 480 mm), provided diat the building is equipped throughout with an awtomatic f/inniier sys- tem installed in accordance with Section 903.3.1.1. 2. Where a tenant space in Group B, S and U occupan- cies has an occupant load of not mon than 30, the tengdi of a common path (Regress travel shall not be more than 100 feet (30 480 mm). 3i The length of a common path cf egress travel in a Group 1-3 occupancy shall not be more than 100 feel (30480 mm). 4. The lengdi of a common path of egress travel ia a Group R-2 occupancy shall not be more than 125 feet (38 100 mm), provided Uiat the building is protected ^ d^ with an approved automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2. 5. Suites in a Group 1-2 occuptmcy constructed in aceordtmce with Section 1014.2.3 or 1014.2.4. SECTION 1015 EXIT AND EXrr ACCESS DOORWAYS 1015.1 Eidts or exit access doorways from spaces. IVo exits or exit access doorways fnnn any space riiall be provided where one of the following conditions exists: Exception: Group 1-2 occupancies sludl coolly widi SectitHi 1014JZ.2duYHi^ 1014.2.7. 1. Theocct^antlwKfofthesfraceexceedscHieofthevalues in Table 1015.1. Exception: In Group R-2 and R-3 occupancies, one mietms cf egress is permiued within and from individ- ual dwelling units with a maximum occupant load of 20 where the dwelling unit is equipped throughout with an automatic sprinkler system in accordance whh Section 903.3.1.1 or 903.3.1.2. 2. Tht common path of egress travel exceeds one of tbe limitatitHK of Section 1014.3. 3. mere required by Skscfion 1015.3,1015.4,1015.5. 1015J6 OT 1015.6.1. 1< 2010 CALIFORNIA BUILDING CODE 349 MEANS OF EGRESS 4. Intktentionandcorrectionalfacllitiesandholdingcells, such as are found in courthouse buildings, a minimum of twomeanscfegressshallbepravidedwhentheocci^Mmt toadismore than W. Whoe a building cmtains nuxedoccopancies, each individ- lud occiqiancy shall comply widi tbe mqplicaUe leqtnmnents for duit occupancy. Where apfdicabie, cumulative occupant toads fcam adjacent occupancies shall be ctnuudond in accw- dance with die provisions d Sectim 1004.1. TABLE 1015.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY OCCUPANCY MAXIMUM OCCUPANT LOAD A.B.E'.P.M.U 49 H-1, H-2, H-3 3 H-4, H-5,7-2./, 1-3,1-4, R 10 S '29 t'-^^ L See Section 443.6.1 a. Day care maximum occupant load is 10. 1015.1.1 Three or more exits or exit access doorways. Three exits or exit access doorways shall be provided from any space with an occupant load of 501 to 1,000. Four exits or exit access doorways shall be provided from any space with an occupant load greater than 1,(XX). 1015.2 Exit or exit access doorway arrangement. Required exits shall be located in a manner that makes their availability obvious. Exits shall be unobstructed at all times. Exit and exit access doorways shall be arranged in accordance with Sections 1015.2.1 and 1015.2.2. 1015.2.1 Two exits or exit access doorways. Where two exits or exit access doorways are required from any portion of the exit access, the exit doors or exit access doorways shall be placed a distance apart equal to not less than one-half of the length of the maximum overall diagonal dimension of the building or area to be served measured in a sfraight line between exit doors or exit access doorways. Interlocking or scissor stairs shall be counted as one exit stairway. Exceptions: 1. Where exit enclosures are provided as a portion of the required exit and are interconnected by a 1-hour fire-resistance-rated corridor confoTining to the requirements of Section 1018, the required exit separation shall be measured along the short- est direct line of travel within the corridor. 2. Where a building is equipped throughout with an automatic sprinkler system in accordance with Sec- tion 903.3.1.1 or 903.3.1.2, tiie separation distance of the exit doors or exit access doorways shall not be less than one-third of the length of the maximum overall diagonal dimension of the area served. 1015.2.2 Three or more exits or exit access doorways. Where access to three or more exits is required, at least two exit doors or exit access doorways shall be arranged in accordance with the provisions of Section 1015.2.1. 1015.3 Boiler, incinerator and furnace rooms. Two exit access doorways are required in boiler, incinerator and fumace rooms where the area is over 500 square feet (46 m^) and any fuel-fired equipment exceeds 400,000 British thermal units (Btu) (422 000 KJ) input capacity. Where two exit access door- ways are required, one is permitted to be a fixed ladder or an alternating tread device. Exit access doorways shall be sepa- rated by a horizontal distance equal to one-half the length of the maximum overall diagonal dimension of the room. 1015.4 Refrigeration machinery rooms. Machinery rooms larger than 1,000 square feet (93 m^) shall have not less than two exits or exit access doors. Where two exit access doorways are required, one such doorway is permitted to be served by a fixed ladder or an alterrmting tread device. Exit access door- ways shall be separated by a horizontal distance equal to one-half the maximum horizontal dimension of room. All portions of machinery rooms shall be within 150 feet (45 720 mm) of an exit or exit access doorway. An increase in fravel distance is permitted in accordance with Section 1016.1. Doors shall swing in the direction of egress fravel, regardless of the occupant load served. Doors shall be tight fitting and self-closing. 1015.5 Refrigerated rooms or spaces. Rooms or spaces hav- ing a floor area larger than 1,000 square feet (93 m^), contain- ing a refrigerant evaporator and maintained at a temperature below 68 °F (20°C), shall have access to not less than two exits or exit access doors. Travel distance shall be determined as specified in Section 1016.1, but all portions of a refrigerated room or space shall be within 150 feet (45 720 mm) of an exit or exit access door where such rooms are not protected by an approved automatic sprinkler system. Egress is allowed through adjoining refriger- ated rooms or spaces. Exception: Where using refrigerants in quantities limited to the amounts based on the volume set forth in the Cali- fornia Mechanical Code. 1015.6 Stage means of egress. Where two means of egress are required, based on the stage size or occupant load, one means of egress shall be provided on each side of the stage. 1015.6.1 Gallery, gridiron and catwalk means of egress. The means of egress from Ughting and access catwalks, galleries and gridirons shall meet the requirements for occu- pancies in Group F-2. Exceptions: 1. A minimum width of 22 inches (559 mm) is per- mitted for lighting and access catwalks. 2. Spiral stairs are permitted in the means of egress. 3. Stairways required by this subsection need not be enclosed. 4. Stairways with a minimum width of 22 inches (559 mm), ladders or spiral stairs are permitted in the means of egress. 5. A second means of egress is not required from these areas where a means of escape to a floor or to a roof is provided. Ladders, alternating tread 350 2010 CALIFORNIA BUILDING CODE MEANS OF EGRESS I I devices or spiral stairs are permitted in the means of escape. 6. Ladders are permitted in the means of egress. 1015.7 Large family day-care home. Every story or basement of a large family day-care home shall be provided with two exits which are remotely locatedfrom each other Every required exit shall be of a size to permit the installation of a door not less than 32 inches (813 mm) in clear width and not less than 6feet 8 inches (2,032 mm) in height. A manually operated horizontal sliding door may be used as one ofthe two required exits. Where basements are used for day-care purposes, one ofthe two required exits shall provide access directly to the exterior without entering the first story. The second exit from the base- ment 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 enforcing agency. Exit doors, including manually operated horizontal sliding doors, shall be openablefrom the inside without use of a key or any special knowledge or effort. I Tables 1021.1 and 1021.2 are not applicable to this occu- pancy classification. SECTION 1016 EXIT ACCESS TRAVEL DISTANCE 1016bl IVavd dyiftpne tindtatioas. Exits shaB be so located oa. each $tory such that the maximum ttf eidt access travd. measmed itony most remote pdnt widim a story altmg the natural and unobstructed padi of tgtess travel to an exterior exit door at die level of eidt disduuge, an oitrance to a vet^ctlexitendosure. an exttpassageway,» horizontal exit, an exterior exit stairway ot an exterior tadt ramp, shall not exceed the dishuKes givra in DiMe 1016.1. ExceptiMiK 1. ltevdldii^ancein<;pen7>arifc^garagesisp<»inittedto be ineasiniMl to die (^Mest riser of open exiV stw'rM'ays. 2. In outdoor fidlities with open exit access compo- nents and cqpoi exterior exit stairways or exit ramps, tiwd distaoce is pennitted lobe measured to die clos- est liter an exit fairway or die closest slope of the exftiwRp. 3. InoAKrdianoocii|)uicyGrou]sHaiidI,dieeiir<iccm travd distance to amaximum ttfSO percent ofthe exits is petraittedtobe measured fiwnthemost remote pomt wMn a building to an esdt xasag unenck>sed exit acotss sudrways or ranqa when ctnnecting a maxi- mum of two tttntes. The two connected ttories shall be |8t»^ledwidiiAte«n two iR<ORS<;fegress. Sucfa mter- connected Mixies sbaU not be (^pm to otho'stories. 4. In othar thm occii^iancyGicH;^ Hand I, edr access travel distance is pomitted to be measmed ficom die most remote pdnt widiin a buiiding to an exit using unmclosed exit access stairways otrao^ in the fitst and second storks dxive gnule plane io buildi^ts equ^iped tlmHigbottt widi an aiaomalfcjpriffiitter sys- tem in accordance wddi Section 9(BS.hl. The first and second stories above grade plane dudl be pny- vided with at least two meots ef egress, Snch inter- connected stories shall not be open to other stories. Whoe i^licable, travd distance oa unoiclosed exit access stairways ta ramps and on connectu^ stories dull dso be included in die travd distance measurement UtemeasnreoaMtt along stairways shallbe made on a plane pandle! and tangent to the stair tread nosings in the center of ttie stairway. TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCE" OCCUPANCY WITHOirr SPRINKLER SYSTEM (feet) WITH SPRINKLER SYSTEM (feet) A.&F-I.M.R.S-1 :\:S-2#*;:.' R-2.1 Not Permitted 250= B -X 200 300' F-2, S-2,U 300 400"^ H-1 Not Permitted 75'^ H-2 Not Pennitted lOO"^ H-3 Not Permitted 150^ H-4 Not Permitted 175= H-5 Not Pennitted 200= 1-2,/-2.y, I-3'',I-4 Not Permitted 200= L Not Permitted 200^ 11 For SI: 1 foot = 304.8 mm. a. See the following sections for modifications to exit access travel distance requirements: Section 402.4: 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. Sections 408.6.1 and 408.8.1: Forthe distance limitations in Group 1-3. Section 411.4: For the distance limitation in special amusement buildings. Section 1014.2.2: For the distance limitation in Group 1-2 hospital suites. Section 1015.4: For the distance limitation in refrigeration machinery rooms. Section 1015.5: For the distance limitation in refrigerated rooms and spaces. Section 1021.2: For buildings with one exit. Section 1028.7: For increased limitation in assembly seating. Section 1028.7: For increased limitation for assembly open-air seating. Section 3103.4: For temporary structures. Section 3104.9: For pedestrian walkways. b. Buildings equipped throughout with an automatic sprinkler system in accor- dance with Section 903.3.1.1 or 903.3.1.2. See Section 903 for occupancies where automatic sprinkler systems are permitted in accordance with Section 903.3.1.2. c. Buildings equipped tiiroughout with an automatic sprinkler system in accor- dance with Section 903.3.1.1. d. Not permitted in nonsprinklered Group 1-3 occupancies. 1016.2 Exterior egress balcony increase. Travel distances , specified in Section 1016.1 shall be increased up to an additional 100 feet (30 480 mm) provided the last portion of the exit access leading to the exit occurs on an exterior egress balcony con- structed in accordance with Section 1019. The length of such balcony shall not be less than the amount of the increase taken. 2010 CALIFORNIA BUILDING CODE 351 MEANS OF EGRESS t 2. Thirty-six inches (914 mm)—With a required occu- pant capacity of less than 50. 3. Thirty-six inches (914 mm)—Within a dwelling unit. 4. Seventy-two inches (1829 mm)—In Group E with a corridor having a required capacity of 100 or more. 5. Seventy-two inches (1829 mm)—In corridors and areas serving gurney fraffic in occupancies where patients receive outpatient medical care, which causes the patient to be not capable of self-preserva- tion. 6. Ninety-six inches (2438 mm)—In Group 1-2 in areas where required for bed movement or corridors in Group 1-2 and 1-3 occupancies serving any area car- ing for one or more nonambulatory persons. 1018.3 Corridor obstruction. The required width of corri- dors shall be unobstructed. Exception: Doors complying with Section 1005.2. 1018^1 Dead ends. Whoe vaxat than one exit or exit access doorway is requued, the exit taxess shall tie ananged such dud diere are no dead ends in corridors more dum 20 feet (6096 mm) in length. Exceptions: 1. In occupancies iaOtoop 1-3 of Occupancy Condition 2,3 or 4 <see Seeded ^.4), die dead Old in a com- dor shdl not exoeOd 50 fieet (15 240 nmi). 2. In occupancies in Cfaxttps B. E, F> M, R-l, R-2, , R-2.1, R-4, S and tl, whete die teHding is equipped throughout with an automatic sprudder system in accordance wtdi StsffAon 903.3.1.1, die length of die dead-end corridors shdl not exceed 50 feet (15 240 nun). A dead-end corridor sbtU not be limited in length where the loigdi of the ^»d-eod corridor is less than 2.5 times the least width of the dead-end corHdof: 1018.5 Air movement in corridors. Corridors shall not serve as supply, retum, exhaust, relief or ventilation air ducts. Exceptions: 1. Use of a corridor as a source of makeup air for exhaust systems in small rooms of 30 square feet or less that | | open directiy onto such corridors, including toilet rooms, bathrooms, dressing rooms and janitor closets, < shall be permitted, provided that each such corridor is directiy supplied with outdoor air at a rate greater than the rate of makeup air taken from the corridor. 2. Where located within a dwelling unit, the use of cor- ridors for conveying return air shall not be prohib- ited. 3. Where located within tenant spaces of 1,000 square feet (93 m^) or less in area, utilization of corridors for conveying retum air is permitted. 4. Incidental air movement from pressurized rooms within health care facilities, provided that the corridor is not tiie primary source of supply or retmn to the room. J. For health care facilities under the jurisdiction of \ \ the Office of Statewide Health Planning and Devel- opment (OSHPD), see the California Mechanical Code. 1018.5.1 Corridor ceiling. Use of the space between the corridor ceiling and the floor or roof structure above as a return air plenum is permitted for one or more of the following conditions: 1. The corridor is not required to be of fire-resis- tance-rated construction; 2. The corridor is separated from the plenum by fire-resistance-rated construction; 3. The air-handling system serving the corridor is shut down upon activation of the air-handling unit smoke detectors required by the Califomia Mechanical Code; TABLE 1018.1 CORRIDOR FIRE-RESISTANCE RATING REQUIRED FIRE-RESISTANCE RATING (hours) OCCUPANCY OCCUPANT LOAD SERVED BY CORRIDOR Without sprinlder system With sprinkler 5ystem= H-1, H-2, H-3 All Not Permitted 1 H-4, H-5, L Greater than 30 Not Pennitted 1 A'>, B, F, M, S, U Greater than 30 1 0 R-l, R-2. R-3. R-3.1, R-4 Greater than 10 Not Permitted 1 1-2M-2.1,1-4 Greater than 6 Not Permitted 1 1-3, R-2.} Greater than 6 Not Permitted 1" E Greater than 10 1 1 9 a. For requirements for occupancies in Group 1-2, see Sections 407.2 and 407.3. b. For a reduction in the fire-resistance rating for occupancies in Group 1-3, see Section 408.8. c. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2 where alltwed. d. [SFM] See Section 1028. 2010 CALIFORNIA BUILDING CODE 353 MEANS OF EGRESS TABLE 1028.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY TOTAL NUMBER OF SEATS IN THE SMOKE- PROTECTED ASSEMBLY OCCUPANCY INCHES OF CLEAR WIDTH PER SEAT SERVED TOTAL NUMBER OF SEATS IN THE SMOKE- PROTECTED ASSEMBLY OCCUPANCY Stairs and aisle steps with handrails within 30 inches Stairs and aisle steps without handrails within 30 Inches Passageways, doorways and ramps not steeper than 11n 10 In slope Ramps steeper than 11n 10 in slope Equal to or less than 5,000 0.200 0.250 0.150 0.165 10,000 0.130 0.163 0.100 0.110 15,000 0.096 0.120 0.070 0.077 20,000 0.076 0.095 0.056 0.062 Equal to or greater than 25,000 0.060 0.075 0.044 0.048 For SI: I inch = 25.4 mm. 1028.6.2.2 Roof height. A smoke-protected assembly seating area with a roof shall have the lowest portion of the roof deck not less than 15 feet (4572 mm) above the highest aisle or aisle accessway. Exception: A roof canopy in an outdoor stadium shall be permitted to be less than 15 feet (4572 mm) above the highest aisle or aisle accessway provided that there are no objects less than 80 inches (2032 mm) above the highest aisle or aisle accessway. 1028.6.2.3 Automatic sprinklers. Enclosed areas with walls and ceilings in buildings or structures containing smoke-protected assembly seating shall be protected with an approved automatic sprinkler system in accor- dance with Section 903.3.1.1. Exceptions: 1. The floor area used for contests, performances or entertainment provided the roof construction is more than 50 feet (15 240 mm) above the floor level and the use is restricted to low fire hazard uses. 2. Press boxes and storage facilities less than 1,000 square feet (93 m^) in area. 3. Outdoor seating facilities where seating and the means of egress in the seating area are essen- tially open to the outside. 1028.6.3 Width of means of egress for outdoor smoke- protected assembly. The clear width in inches (mm) of aisles and other means of egress shall be not less than the total occupant load served by the egress element multiplied by 0.08 (2.0 mm) where egress is by aisles and stairs and multiplied by 0.06 (1.52 mm) where egress is by ramps, corridors, tunnels or vomitories. Exception: The clear width in inches (mm) of aisles and other means of egress shall be permitted to comply with Section 1028.6.2 for the number of seats in the outdoor smoke-protected assembly where Section 1028.6.2 per- mits less width. II 1028.6.4Public address system. See section 907.2.1.2. 1028.7 Travel distance. Exits and aisles shall be so located tiiat the fravel distance to an exit door shall not be greater than 200 feet (60 960 mm) measured along the line of travel in nonsprinklered buildings. Travel distance shall not be more than 250 feet (76 200 mm) in sprinklered buildings. Where aisles are provided for seating, the distance shall be measured along the aisles and aisle accessway without fravel over or on the seats. Exceptions: 1. Smoke-protected assembly seating: The fravel distance from each seat to the nearest enttance to a vomitory or concourse shall not exceed 200 feet (60 960 mm). The fravel distance from the enfrance to the vomitory or concourse to a stair, ramp or walk on the exterior of the building shall not exceed 200 feet (60 960 mm). 2. Open-air seating: The fravel distance from each seat to the building exterior shall not exceed 400 feet (122 m). The fravel distance shall not be limited in facilities of Type I or II construction. 1028.8 Omuntm {Wth of qgrett tcavd. The coniiHo^ egress travel shall not exceed 30fed; (9144 vm) fixxm axqr seat to a point where an occupant has a chdice Of two pato <tf <^^s travel to two exits. ExceptiiHis: 1. FOr areas serving less dian SO occtq)ants,&e common padi of egress travel shdl not exceed 75 fed (22 860 mm). 2. For snwke-protected assendffy seotn^, the common path of egress travel shall not exceed 50 feet (15 240 mm). 1028.8.1 Path through adjacent row. Where one of the two paths of fravel is across the aisle through a row of seats to another aisle, there shall be not more than 24 seats between the two aisles, and the minimum clear width between rows for the row between the two aisles shall be 12 inches (305 mm) plus 0.6 inch (15.2 mm) for each addi- tional seat above seven in the row between aisles. Exception: For smoke-protected assembly seating there shall not be more than 40 seats between the two aisles and the minimum clear width shall be 12 inches (305 mm) plus 0.3 inch (7.6 mm) for each additional seat. 1028.9 Assembly aisles are required. Every occupied portion of any occupancy in Group A or assembly occupancies acces- sory to Group E that contains seats, tables, displays, similar fix- tures or equipment shall be provided with aisles leading to exits or exit access doorways in accordance with this section. Aisle accessways for tables and seating shall comply with Section 1017.4. 2010 CALIFORNIA BUILDING CODE 363 ATTACHMENT #20 GENERAL BUILDING HEIGHTS AND AREAS TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) OCCUPANCY A^.E 1-4, R-2.1 i-2,/-2.J 1-3 R-1, R-2, R-3, R-3.1, R-4 F-2, s-a", u B,F-1*,M, 8-1 L H-1 H-2 H-3, H-4, H-5 OCCUPANCY S NS S NS S NS S NS S NS s NS S NS S NS S NS S NS S NS N N 2 2 2 NP 2 NP 1 2 N 1 r 2 2 NP NP NP 3 4 2 3^ 1-4, R-2.1 — P NP 2 NP 2 NP 1 NP 2 2 2! 2 2 NP NP NP 4 NP 4 NP 1-2,1-2.1 _— — — N NP 2 NP 2 NP 2 NP 21 NP 2 NP NP NP 4 NP 4 NP 1-3 N NP 2 NP 2 2 2 2 2 NP NP NP 4 NP 4 NP R-l, R-2, R-3, R-3.1, R-4 N N 1= 2= 1 2 4 NP NP NP 3 NP 2 NP F-2, S-2^ U — — — — N N 1 2 1 NP NP NP 3 4 2 3'' B.F.1,M. S-1 N N 1 NP NP NP 2 3 1 V B.F.1,M. S-1 N N 1 NP NP NP 2 3 1 V L 1 NP NP NP 2 NP ; NP H-1 — —-— — — — N NP NP NP NP NP H-2 — — — — — N NP 1 NP H-3, H-4, H-5 — — — — — — — — — — — — — — — — le,f NP < For SI: 1 square foot = 0.0929 ml S = Buildings equipped throughout with an automatic sprinkler system instaUed in accordance with Section 903.3.1.1. NS = Buildings not equipped throughout with an automatic sprinkler system installed in accordance wilh Section 903.3.1.1. N = No separation requirement. NP = Not permitted. a. For Group H-5 occupancies, see Section 903.2.5.2. b. The required separation from areas used only for private or pleasure vehicles shall be reduced by 1 hour but to not less than 1 hour c. See Section 406.1.4. d. Commercial kitchens need not be separated from the restaurant seating areas that they serve. e. Separation is not required between occupancies of the same classification, f For H-5 occupancies, see Section 415.8.2.2. g. [SFMJ Group I and Fl occupancies and Group R-2.1 and F-1 occupancies shall have a 3-hour separation. II 509.2 Horizontal building separation allowance. A building shall be considered as separate and distinct buildings for the purpose of determining area limitations, continuity of fire walls, limitation of number of stories and type of construction where all of the following conditions are met: 1. The buildings are separated with a horizontal assembly having a minimum 3-hom fire-resistance rating. 2. The building below the horizontal assembly is no more than one story above grade plane. 3. The building below the horizontal assembly is of Type IA consfruction. 4. Shaft, stairway, ramp and escalator enclosures through the horizontal assembly shall have not less than a 2-hour fire-resistance rating with opening protectives in accor- dance with Section 715.4. Exception: Where the enclosure walls below the hor- izontal assembly have not less than a 3-how fire-resis- tance rating with opening protectives in accordance with Section 715.4, the enclosure walls extending above the horizontal assembly shall be permitted to have a l-ho\xr fire-resistance rating, provided: 1. The building above the horizontal assembly is not required to be of Type I construction; 2. The enclosure connects less than four stories; and 3. The enclosure opening protectives above the horizontal assembly have a minimum 1-hour fire protection rating. The building or buildings above the horizontal assembly shall be permitted to have multiple Group A occupancy uses, each with an occupant load of less than 300, or Group B, M, R or S occupancies. The building below the horizontal assembly shall be pro- tected throughout by an approved automatic sprinkler system in accordance with Section 903.3.1.1, and shall be permitted to be any of the foliowing occupancies: 6.1. Group S-2 parking garage used for the parking and storage of private motor vehicles; 6.2. Multiple Group A, each with an occupant load of less than 300; 6.3. Group B; 6.4. Group M; < 2010 CALIFORNIA BUILDING CODE 157 GENERAL BUILDING HEIGHTS AND AREAS >l t 3. Uses within live/work units, complying with Section 419, are not considered separate occupancies. 508.2 Accessory occupancies. Accessory occupancies are those occupancies that are ancillary to the main occupancy of the building or portion thereof. Accessory occupancies shall com- ply with the provisions of Sections 508.2.1 through 508.2.5.3. 508.2.1 Area limitations. Aggregate accessory occupan- cies shall not occupy more than 10 percent of the building area of the story in which they are located and shall not exceed the tabular values in Table 503, without building area increases in accordance with Section 506 for such accessory occupancies. 508.2.2 Occupancy classification. Accessory occupancies shall be individually classified in accordance with Section 302.1. The requirements of this code shall apply to each por- tion of the building based on the occupancy classification of that space. 508.2.3 Allowable building area and height. The allowable building area and height of the building shall be based on the allowable building area and height for the main occupancy in accordance with Section 503.1. The height of each accessory occupancy shall not exceed the tabular values in Table 503, without increases in accordance with Section 504 for such accessory occupancies. The building area of the accessory occupancies shall be in accordance with Section 508.2.1. 508.2.4 Separation of occupancies. No separation is required between accessory occupancies and the main occupancy. Exceptions: 1. Group H-2, H-3, H-4, H-5, 1-2, 12.1, 1-3 and L occupancies shall be separated from all other occu- pancies in accordance with Section 508.4. 2. Incidental accessory occupancies required to be separated or protected by Section 508.2.5. 3. Group R-l, R-2, R-2.1 and R-3 dwelling units and sleeping units shall be separated from other dwell- ing or sleeping units and from accessory occupan- cies contiguous to them in accordance with the requirements of Section 420. 508.2.5 Separation of incidental accessory occupancies. The incidental accessory occupancies listed in Table 508.2.5 shall be separated from the remainder of the build- ing or equipped with an automatic fire-extinguishing sys- tem, or both, in accordance with Table 508.2.5. Exception: Incidental accessory occupancies within and serving a dwelling unit are not required to comply with this section. 508.2.5.1 Fire-resistance-rated separation. Where Table 508.2.5 specifies a fire-resistance-rated separa- tion, the incidental accessory occupancies shall be sepa- rated from the remainder of the building by a. fire barrier constructed in accordance with Section 707 or a horizon- tal assembly constmcted in accordance with Section 712, or both. Constmction supporting 1-hour fire-resis- tance-rated _^re barriers or horizontal assemblies used for incidental accessory occupancy separations in build- ings of Type IIB, IIIB and VB constmction are not required to be fire-resistance rated unless required by other sections of this code. 508.2.5.2 NonHre-resistance-rated separation and protection. Where Table 508.2.5 pennits an automatic fire-extinguishing system without afire barrier, the inci- dental accessory occupancies shall be separated from the remainder of the building by consfruction capable of resisting the passage of smoke. The walls shall extend from the top of the foundation or floor assembly below to the underside of the ceiling that is a component of a fire-resistance-rated floor assembly or roof assembly above or to the underside of the floor or roof sheathing, deck or slab above. Doors shall be self- or automatic- closing upon detection of smoke in accordance with Sec- tion 715.4.8.3. Doors shall not have air transfer openings and shall not be undercut in excess of the clearance per- mitted in accordance with NFPA 80. Walls sunounding the incidental accessory occupancy shall not have air transfer openings unless provided with smoke dampers in accordance with Section 711.7. 508.2.5.3 Protection. Except as specified in Table 508.2.5 for certain incidental accessory occupancies, where an automatic fire-extinguishing system or an automatic sprinkler system is provided in accordance with Table 508.2.5, only the space occupied by the inci- dental accessory occupancy need be equipped with such a system. 508J Nonaepacatcd ocosfNUiciei. Buildings or portions of buildings that c«tiq>ly wilfa fiit provistons of dds secticffi dull be consideied » nonsqwrated occupancies. 5083.1 Occiqpancy dasiilication. Nmuqiantied occupan- cies shaQ be indfividually cbssiSed in accordance widi Sec- tion 302.1. llie requlientents of dds code didl l^ipfy to each portion of the biulding based tm die occupang^ classifica- tion of that space except that the most restrictive applicable providons of Section 4(0 and CSu^iter 9 shall vppXy to the building ot pcation thereof in which the nonsqiarated occu- pandes are located. 508JJt Alhiwalde bnUding area and bt^t. Uw dlow- able buUding area and height of tibe bofi^Qg ta porticm thereof shdl be based tsa the most restrfctive allowances frar the occupancy groups under consideration f<a the of construction of the building in atxtadmx widi Section 503.1. 50833 Separation. No separation is requited between nonseparated occupancies. Exceptions: 1. Group H-2, H-3, H-4, H-5, 1-2, 1-2.1, 1-3 and L occupancies shall be separated from all other occu- pancies in accordance with Section 508.4. 2. Group R-l, R-2, R-2.1 and R-3 dwelling units and sleeping units shall be separated from other dwell- ing or sleeping units and from other occupancies contiguous to them in accordance with the require- ments of Section 420. 2010 CALIFORNIA BUILDING CODE 155 HIGH-PILED COMBUSTIBLE STORAGE SECTION 2306 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES 2306.1 General. Fire protection and life safety features for high-piled storage areas shall be in accordance with Sections 2306.2 through 2306.10. 2306.2 Extent and type of protection. Where required by Table 2306.2, fire detection systems, smoke and heat removal, draft curtains and automatic sprinkler design densities shall extend the lesser of 15 feet (4572 mm) beyond the high-piled storage area or to a permanent partition. Where portions of high-piled storage areas have different fire protection require- ments because of commodity, method of storage or storage height, the fire protection features required by Table 2306.2 within this area shall be based on the most restrictive design requirements. 2306.3 Separation of high-piled storage areas. High-piled storage areas shall be separated from other portions of the building where required by Sections 2306.3.1 through 2306.3.2.2. 2306.3.1 Separation from other uses. Mixed occupancies shall be separated in accordance with the California Build- ing Code. 2306.3.2 Multiple high-piled storage areas. Multiple high-piled storage areas shall be in accordance with Section 2306.3.2.1 or 2306.3.2.2. 23063.2.1 Aggregate area. The aggregate of dl high-piled storage a/teas v^thin a building diali be used for this ^^licadon ofTkble 2306.2 unless such areas are separated fimm each odier by l-houar fire barrier walls constructed in accordance with die CalHomia Building Code, (^peittnp in sodi wails shall be protected by open- ing protective assemblies iiaving a 1 -imvtr fire protection rating. 2306.3.2.2 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 2306.2. To be considered as sepa- rated, 1-hour fire barrier walls shall be constructed in accordance with the Califomia Building Code. Open- ings in such walls shall be protected by opening protec- tive assemblies having a 1-hour^re protection rating. Exception: As provided for in Section 2304.2. 2306.4 Automatic sprinklers. Automatic sprinkler systems shall be provided in accordance with Sections 2307, 2308 and 2309. 2306.5 Fire detection. Where fire detection is required by Table 2306.2, 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. 2306.6 Building access. Where building access is required by Table 2306.2, fire apparatus access roads in accordance with Section 503 shall be provided within 150 feet (45 720 mm) of all portions of the exterior walls of buildings used for high- piled storage. Exception: Where fire apparatus access roads cannot be installed because of topography, railways, waterways, non-negotiable grades or other similar conditions, the fire code official is authorized to require additional ffre protec- tion. 2306.6.1 Access doors. Where building access is required by Table 2306.2, fire department access doors shall be pro- vided in accordance with this section. Access doors shall be accessible without the use of a ladder. 2306.6.1.1 Number of doors required. A minimum of one access door shall be provided in each 100 line2il 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). 2306.6.1.2 Door size and type. Access doors shall not be 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. 2306.6.1.3 Locking devices. Only approved locking devices shall be used. 2306.7 Smoke and heat removal. Where smoke and heat removal are required by Table 2306.2, smoke and heat vents shall be provided in accordance with Section 910. Where draft curtains are required by Table 2306.2, they shall be provided in accordance with Section 910.3.4. 2306.8 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. 2306.9 Aisles. Aisles providing access to exits and fire depart- ment access doors shall be provided in high-piled storage areas exceeding 500 square feet (46 m^), in accordance with Sections 2306.9.1 through 2306.9.3. Aisles separating storage piles or racks shall comply with NFPA 13. Ai.sles shall also comply with Cbapter 10. Exception: Where aisles are precluded by rack storage sys- tems, altemate methods of access and protection are allowed when approved. 2306.9.1 Width. Aisle width shall be in accordance with Sections 2306.9.1.1 and 2306.9.1.2. Exceptions: 1. Aisles crossing rack stmctures or storage piles, which are used only for employee access, shall be a minimum of 24 inches (610 mm) wide. 2. Aisles separating shelves classified as shelf stor- age shall be a minimum of 30 inches (762 mm) wide. 2306.9.1,1 Sprinklered buildings. Aisles in sprinklered buildings shall be a minimum of 44 inches (1118 mm) wide. Aisles shall be a minimum of 96 inches (2438 mm) wide in high-piled storage areas exceeding 2,500 square 2010 CALIFORNIA FIRE CODE 327 EQRESS AND ^ J 2ND FLOOR EQRESS AND OCCUPANCY PLAN 8CAL6 3/32' . T-O" o^^l^ PLANS One hour fire barrier wall will be required if Inigli piled storage is proposed in tlie adjacent tenant space in the future. 1ST FLOOR EGRESS AND OCCUPANCY PLAN SCAtE: 3/3r . T-O-J n< TRUE MORTH pm 717-1377 occ. LOAD FOR EGRESS WIDTHS: OCCUPANCY CLASSinCATlON: ccrmctALKiia »-I OCQTINCT - STOWde EGRESS NOTES (SprinklefBd BuUding): EGRESS LEGEND: ! ft il < z IU AX1 SAN DiEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFPJH i HVi» BPDy^TE Businass Ncme M^1^%r^a^\l^ J"^,* tAf- >bto7 Project Ad*e»s CW state MaWflflAtftlrwt 14^ Profect Contact city .JCbtlai PlanfTte* >)» Mlovlns quesHons r*preMnt the ftwim/a activWes. NOT <h« apecifie project dsceil^tion. Will ute, pnjoess, orMMBMiy c>riMR»on«ignBm(ou5j)>)ateim iunsdiotlDfi piicrto plan swtmltlal. Faofll^s Squsra Footags (IncMftig propoiBd PTE^WQ: ^f^j 8. Wnlar ReacSvaa pATIPWi liKllcate by ci/Eling U)B Ssm, whether your buslnesa ^^^^ • nnist eon(ac( Sw Fira PiWaaOon A^aocy wi"' 1. Eifdoriwsr Blasting As«its 6) ComjifBssr46a«w 3. FlammaUie/bDcntiusiUilsLlqutiis 4, FtarmnaUa SoUt S. O/ga/M P«roxicleo ® OtdSze m 7. Pyroplwries S. Unstabla ReacHves 10. Ciyogentx 11. H)GWyT<w!carTo)iiBMs«i(ato Vt. Radieacduc* 14. Olw Health Hazards 15. Nona of Thoa. is yes, applcam nmrt contact Dw tkiuttt)OfS«\ PItgp HazaiUous Maleflals DMahxi. HOO Oycrisnd Ava.. Suite 110. San DIsdo. CA 82123. ~T(>a pitor lo lha IseiMnoe or a bullcBnB parmlL quealkina CaR(e59} the FEES ARE RJEOgiRED, ftmeclCoBcteaonDatB: / ^ / / / Expected Date of OceupancY: 5 /•< , YES NO (for new construdbn or mmodellng pn^fecto) la your burioess Rstad on the revarse side pr this ferm? (oheok all that apply). • • • O O 0^ VKl your ixifMaaa dlcpoae qf HaumOM SiAtUrKm or Maitol Waate kl any wn your OusinaM atore or handia HsoaKtova SuMlaoeas b quanlWac equal to or greater <han $6 sjallona. 600 pound* 200 cuWc feel or oareSrKigem/raproducflvatDxbaln any quantity? jOl I PP • > 0' yynyoHTlHislnfaauaaariexisiing wlriaiaRanundargiourid Btoi^^ f3r Wnyairbu»lne9*8|or»orhamlaRe|)ujatedSiilNlBneea(C«ARP}7 i Ji 1 ^ WB your bwOMss use or InataV a HewWou* Wasia Tanli Systetn OWe 22, Artde 10)7 ' C ^Tlil.tt|'^t^'- ^ wot your btfskiesa (lore pebDleum In tanta) or conWnar* at your feolBty «Wi a total storasa capaaty equal to or greater ihan 1,320 p«flcm7(CallfornlB'*Aboyegroun(IPelrDiaum Stoiage M | pennR, (tote: V Ihe ammr ta quettions 4 or 5 is yes, appKcatit muai abo sutMTA an aabecfcw noSIeelton fom to tie APCO oi tesst ftrwoiWng days prior to commendng damoQIioa or renovation, eMcpI domofifori or >eno"Btfaq of lesUenSel structures of four unite >oi less. Contact lha APCD for more InAvniaiion. YES NO 1. • ^ VVIIthaEubjectfedljqrorconstrucllonaclNIOesinclucteopereiorisorequipmentlhatefliitorarec^ APCD foctsheal at hilD:ff>r!v«i.sdaDCdura/lnto/tacti/oemias.ndf. and lha Bst of typical equ^xnent raqulilng an APCO pcvmit on Ihe reverse side _ this ^rcni.Contioi APCO If you have any questions), 2. • 0 (ANSVVEI^OhA.YIFaUE5TICW1ISYES)W»thasut^cl«ac«lyi)e»X8 (Search the CsSfomle School Directory at |ido:/Awiw|y,yia.cs.e(>yrfe/Sd/ for public and ptivsta schools or contact the approprtals school district). 3. • Has a survey been performed lo determine the prssaflceofAAsstosConbMng Malerials? 4. t3 JS!" VV8I there be renovation thet Involves handlfng of any friable aibeslos msteilals, or dlsturfoiog sny material that contains non^frlable asbestos? 5. • JSf VYit fftera be demolition Involving the nemovel of a load supporting stmctural member? Briefly dsectlbe Iwxinssa actlvHIes: f / ,A BiieRyila«cril>epFPRps«dpn:jei4; . . | I aur^r/a -fh 45" T.X. ^ ^fhcec < f-estdur, I dedare under penalty of perjury Jha( to Ihe best of my Knowleifge and belief the. 7?iW. W^Vf^?i<?i Name of Owner or Authonzed Aeent ada fwrelB are true and correct Signature of Owner or Aul Agent Dale FIRE DEPARTMENT OCCUPANCY CLASSFICATION:. BY: FOR OFFICIAL USE ONLY; DATE:. a WfOMMDON REOWBEO RCUMScc FoneuLOiMS psmurairr MOT FOR OCCUPAHCY FBJEASEP ron PCCWAHCT APCO COONty^tMD COUNTT^IMD APCP mmm *A' Slajjlip in fkpif^'sipJx exempts businesses from comj^eling or updating a Hezardous Malerials Business Plan. Other pemiittlng requlieniehtB moy sDH apply. HM-9)7I ttCrli) CccKy of Ssn Dices • DliH- Hszsrdous Miuriitlii Division CB132477 2730 GATEWAY RD PIZZA PORT: STORAGE RACKS Final Inspection required by: • Plan • CM&I • Fire SW •ISSUED •cv. Approved Date By BUItOING Iflt/lZ PLANNING ENGINEERING FIRE Expedite? (T) N AFS Checked by: HazMat APCD Health Forms/Fees Sent Rec'd Due? By ErKina Y N Fire Y N HazHealthAPCD Y N PE&M Y N School V N Sewer Y N Stormwater Y N Special Inspection Y N CFD: Y N LandUse: Density: ImpArea: f=Y: Annex: Factor: PFF: Y N Comments Date Date Date Date Building Planning Engineering Fire Need? • Done • Done • Done • Done