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Home My WebLink About2081 LAS PALMAS DR; ; CB090642; Permit!' J' . City of Carlsbad l ~ ' .:l-l 1635 Faraday Av Carlsbad, CA 92008 08-28-2009 Commercial/Industrial Permit Permit No: CB090642 Building Inspection Request Line (760) 602-2725 Job Address: 2081 LAS PALMAS DR CBAD Permit Type: Tl Sub Type: INDUST Parcel No: 2130611700 Lot#: 0 Status: Valuation: '. $12,000.00 Construction Type: NEW Applied: ' Reference #: Entered By: Occupancy Group: Project Title: $UN DIEGO-INSTALL PALLET Plan Approved: RACKING.SHELVING, AND GARMENT RACKING NOT OVER 12' Issued: 1 Inspect Area: Applicant: J.C. RACK SYSTEMS 5232 ALCOA AV 90058 323-588-0137 Building Permit : Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee STD #2 Fee BTD #3 Fee Renewal Fee Add'I Re.newal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Total Fees: $136.01 $0.00 $88.41 $0.00 $0.00 .. $2.5? $0.00 '$0.00 $0.00 :·$0:00 i. $0:00 J • , Plan Check#: .Owner: RORICK DAVID TRUST 04-18-07 771 9TH AVE #B SAN FRANCISCO CA 94118 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF (3105540) .PFf .(4305540) l 1$0'.00 ,. ', '$0.00· ' ·:g:gg ,. .. License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact F~e (4305541) PLUMBING '.fOTAL ELEC-VRICAl TOTAL MECHANICAL TOTAL Mast~r Drair:iage Fee S~wir Fee · · $0.00 Redev Parking Fee $0.0t:i '-.: .--Adaitioiial Fees $1.00 HM,P Fee TOTAL PERMIT FEES ISSUED 04/17/2009 LSM 08/28/2009 08/28/2009 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 ?? $227.94 $0.00 Fl NAL r.~l?IR(2_V iL 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 Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void; or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning; zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which ou have reviousl been iven a NOTICE imilar to this or as to which the statute of limitations has reviousl otherwise ex ired. City'af Carlsbad Plan Check No. C.B O <i O <.Pt/ ol. x1 1635,faraday Ave., Carlsbad, CA 92008 , 760-602-2717 / 2718/ 2719 Est. Value I~ 000 Fax: 760-602-8.558 www.carlsbadca.gov Building Permit Application LOT# PHASE# IPTION OF WORK: Include-Square Feet of.Affected Area(s) ~~l V) EXISTING USE PROPOSED USE CONTACT NAM!;: (If Different Ff!m App/leant) ~ GPrli-ae./....,( 0-:S ADDRESS . 5 2-.'.3 2-~ rr l+-\te, HONE 3?-'3 EMAIL. PROPERTY.OWNER.NAME ADDRESS CITY STATE PHONE EMAIL ARCH/DESIGNER NAME &ADDRESS #·OF UNITS # BEDROOMS GARAGE (SF) ZIP °?ooS~ ZIP Plan Ck. Deposit Date SUITE#/SPACE#/UNIT# APN # BATHROOMS TENANT BUSINESS NAME Su..,v.. O,e..t:r-0 FIREPLACE YESD #_ NOD CONTRACTOR BUS~E _ --::s;--• c_.. ~IL.. ADDRESS $Z3Z ~0-~ ~l'f}: STATE ",16{(..l....)o L..-1 C-8 EMAIL CLASS r CONSTR. TYPE OCC. GROUP FIRE SPRINKLERS YES D NOD ZIP C' °'/o:::>5 0 (Sec. 7031.5 Business and Professions Code: Any. City or Countr, which requires a ·permit licensed JJUrsuant to the pioviiioni of the Contractor's License Law {Chapter 9, c Section '703 t5 .by any-applicant for' a permit subject! the applicani to a civil .construct, alter'i improve, demolish or reP,air' anptructure1 prior to its issuance, also requires the aP,plicant or such permit to file a signed statement that he is with Section 000 of Division 3 of the Business and Pro1essions ·code} or that he is exempt there from, and the basis for the alleged exemption. Any violation of more than five hundred dollars: {$500}). ~~~7""':'"~T,""."""'"""".""."'"':"::'~"."":"""~"\".""."""-,-"'.':'" ';"",, ~v• ,"."".·,~~--......,,-~7=-~ :;, C _ -," , "1 '' '', ', ' ', ',' , ~ ",'-' , , ~~, ,,' Workers' Compensation Declaration: I hereqy affirm·under penalty of perjury one of the following declarations: d 1·have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permi!'is issued. a I hav~ and will mai~\ain workers' compensation, as required by Section 3700 ofthe Labor Code, for the·performancEfof the work for which this permit is issued. My workers' compensation insurance carrier and policy numberare:lnsuranceC6. O~IL :12\.\rcy;-a;. (0¢.,. . PolicyNo.2'2.o!;)C053']28'o~I. ExpirationDate 8-'2.:>· 0 °1 . This.section·need not be completed if the permit is for one hundred dollars ($100) or less. D Certificate·of Exemption: I certify that'in the performance of the work for which this permit is issued, I shall not employ any person.in any manner so as to become subject to the Workers' Compensation Laws of · California. WARNING: failure to secure workers' compensatio overage ;,unlawful, and shall subjecJ an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in · addition to t!le cost of compensation, damag s pro~-"1-iri'Sectio . 06 of.the Labor code, interest and attorney's fees. g CQNTRACTbR SI . RE . 1/ · . . DATE #-/7-t:J 'j '/:'-' ,, I hereby affirm that I am· exempt from Contractor's License Law for the following reason: O I, as owner of the property or my employ,ees 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 no! 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). O I, as ow,ner. of the property, ain 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). 0 I am exempt under Section . Business and Professions Code for this reason: ti personally·plan· to provide the major labor and materials for construction of the proposed property improvement. O Yes O No 2. I (have/ have not) signed an application for a building permit for the.proposed work. 3, I have contracted with the·following person (firm) to provide the proposed construction (include name address/ phone/ contractors' license number): 4. I plan fo provide portions of the work, but I have hired the following person to coordina\e, supervise and provide the major work (include name/ address/ phone/ contractors' license number): 5. ) will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/ address/ phone/ type oi work): .-6 PROPERTY OWNER SIGNATURE DATE Is the·applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner l:lazardous·Substance Account·Act? D Yes o No Is the·applicant or future building occupant required to obtain a permit from the air pollution control \fisfrict or air quality management district? 0 Yes ii No Is thefacility·to be constructed within 1,000 feet of the outer boundary of a school site? D Yes D No 'IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES ANl:)'THE AIR POLLUTION CO!iTROL DISTRICT. . . I-hereby affirm that there is a construction l~nding ag~ncy for the performance of.the work this permiris issued (Sec. 3097 (i) Civil Code). Lender's Name .Lender's Address ,, , ~ ' r _..,.,,.,, r ,- ' , , ~ -,;-' ' ' ,-_ ~-',,, '" ¥ ' I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize represent11tiv~ of the City 91 Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY·INANYWAY 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 demolition or const(\lction of structures over 3 stories in height. EXPIRATION: Every perrilit'issued by the Building Official under the provisions of this Code shall expire by limitation and.become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the puilding or wo~:<!.~uch permit is suspended or ab1mc!oned at any time after the work is commenced for a_ period of 180 days (Section 106.4.4 Uniform Building Code). ,,6 APPLICANT'S SIGNATl)R ' ?{?/ ~ DATE ¢., I .l--t? ti Cltv-ol Carlsbad . · Flnal Bulldlna Inspection Dept: Building Engineering Planning CMWO St Lite ~~ Plan Check #: Date: 10/14/2009 Permit#: CB090642 Permit Type: Tl Project Name: SUN DIEGO-INSTALL PALLET Sub Type: INDUST RACKING.SHELVING, AND GARMENT RACKING NOT 0 Address: 2081 LAS PALMAS DR Lot: 0 Contact Person: PETE Phone: 7604769201 Sewer Dist: CA Water Dist: -CA ·········································································•!•••••••••••••i,,, ....................................... i,, .................. . Inspected (] __ Date \o?f ~1/cf'} By: I.A...)._)CJv~ Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ .......................................................................................................................................................... , Comments:-,--_____________________________ _ City of Carlsbad Bldg Inspection R.equest For: 01/04/2010 Permit# CB090642 Inspector Assi9nment: PD --- Title: SUN DIEGO-INSTALL PALLET Description: RACKING,SHELVING, AND GARMENT RACKING NOT OVER 12' Type: Tl Sub Type: INDUSt Job Address: 2081 LAS PALMA$ DR Suite: Lot: 0 Location: OWNER RORICK DAVID TRUST 04-18-07 Owner: ATHENS LAUREN ET AL Remarks: Total Time: CD Description 19 Final Structural 29 Final Plumbing ~L Cqmments Phone: 7604769201 lnspe~ Requested By: PETE Entered By: CHRISTINE 39 Final Electrical 49 Final Mechanical t--- Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description 10/30/2009 89 Final Combo 10/15/2009 89 Final Combo 10/14/2009 89 Final Combo Act lnsp Comments NR TP CORR NOT COMP. CO PD CO ON CARD CO PD no plan ). EsGil C.orporati.on In ·(J>artnersli.ip witfi qovernment for (}Jui(aing Safety DATE: 6/9/09 JURISDICTION: City c:>f Carlsbad PLAN CHECK NO.: 090642 PROJECT ADDRESS: 2081 Las Palmas Dr. PROJECT NAME: Storage Racks for Sun Diego SET: II D APPLICANT G:J JURIS:, D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ~ The plans transmitted herewith will s1;1bstantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should b~ corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D 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. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: l .~ Date contacted: (by: ) Fax #: /} fl (; (fD ,- Mail Telephone Fax In Person · 11.;;/i, ~ ~ REMARKS: 1. Fire Department approval is required. ~ 6'it; to field verify that the path of travel · from the handicapped parking space to the rack area and the bathrooms serving the rack area comply with all the current disabled access requirements. By: David Yao Enclosures: EsGil Corporation D GA D EJ D PC 6/2 · 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ,. ,; EsG.il Corpor~tion Iri Partnersli.ip witli. (}overnment for <Bui{aing Safety DATE: 4/24/09 JURISDICTION: City or·carlsbad PLAN. CHECK NO.: 090642 PROJECT ADDRESS: 2081 Las Palmas Dr. PROJECT NAME: Storage Racks fo.r Sun Diego SET:I ~NT JURIS. D. PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 The .plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ['.gJ _The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D ihe applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. · ~ lhe applicant's copy of the check list has been sent to: iom Gardenas 5232 Alcoa Ave. Vernon CA 90058 D Esgil Corporation staff did not _advise the applicant that the plan check has been completed. [:8J Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Tom Gardenas Telephone#: 323-588-0137 Date contacted: '{/2.7 (oc, (by: /t-) Fax #: 323-588-5067 Mail Telephone --Faxv" In Person D REMARKS: By: David Yao Enclosures: EsGil Corporation D GA D MB D EJ D PC 4/20 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 /l , City of Carlsbad' 090642 u, ti 4/24/09 GENERAL.PLAN CORRECTION LIST JURISDICTION: City of Carlsbad , PROJECT ADDRESS: 2081 Las. Palmas Dr. DATE PLAN RECEIVED BY ESGIL CORPORATION: 4/20 REVIEWED BY: David· Yao FOREWORD (PLEASE READ): PLAN CHECK NO.: 090642 DATE REVIEW COMPLETED: 4/24/09 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.pl~ns does not permit the viol·ation of any state, county or city law. • To facilitate rechecking, please· identify, next to each item, the sheet of the plans upo_n which each correction on thi.s 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? D Yes 0 No City of Catlsbad 090642· "' l• 4/24/09 Please make all corrections, as requested in the correction list. Submit three new complete sets of pians for commercial/industrial projects (two 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 ca!culations/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 D~partments. · 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 note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in IBC Tables· 307.7(1) and 307.7(2). 2. City to filed verify that the .path of tr~wel from the handicapped parking space to the rack area and the bathroom serving the rack area comply with all the current disabled access requirements . Title 24, Part 2. · 3. Obtain Fire Department approval. 4. Provide calculations for the column weak axis bending plus axial for transverse seismic loading. The axial load is the maximum compression load.at the base from vertical plus seismic overturning. The column moment will probably be maximum for the lateral load from the base plate to the first diagonal brace (not only to the first horizontal member). -5. Provide a rack layout plan showing the location of all racks. (locations of type 1, typ2, .. etc shall be clearly identified on the pla_n.) 6. Only the storage racks are included in this plan review. 7. . IBC requires the Building Official to determine the total value of all construction work proposed under this permit. Please provide a signed copy of the designer's or contractor's construction cost estimate of all work proposed. 8. Indicate the clearance from the new racks to the existing building walls and building columns. ·g_ Provide more detail calculation for the 120" wide rack. Sheet 2 of the calculation does not include the 120" span 4" deep beam. 10. $heet 3 of the calculation shows 3 pin connection for the beam connection. Sheet 1 of the plan shows 2 pin connection ori"ly. Provide additional calculation and/or detail. , City of Carlsbad 090642 l· 4/24/09 , 11. Sheet 1 of the plan shows two different column sizes. The plan did not clearly which column will qe used. Either? 12. The Jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 921"23; telephone number of 858i560-1468, to·perform the plan review for your project. If you have any questions regarding these plan review items, please contact David. Yao at Esgil Corporation. Thank you. .,· , City of Carlsbad. 090642 l 4/24/09 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE. JURISDICTION: City of Carlsbad PREPARED BY: David Yao PLAN CHECK NO.: 090642 DATE: 4/24/09 BUILDING ADDRESS: 2081 Las Palmas Dr. · BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION (Sq.Ft.) Multiplier r~cks . -Air Cohditioning Fire Sprinklers TOTAL VALLIE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance 1..-1 Pl_an Check Fee by Ordinance j ..... J Type of Revfew: 0 .Complete Review D Repetitive Fee ~~-_ I ,..· I Repeats Comments: D Other 0 Hourly EsGil Fee TYPE OF CONSTRUCTION: Reg. VALUE Mod. estimate D Structural Only ~---IHr.@• ($) 12,000 12,000 $125.551 $81.61 I $70.311 Sheet 1 of 1 macvalue.doc + '. PLANNIN·G/ENGINEERING APPROVALS PERMIT NUMBER CB090642 DATE 04/17/09 ADDRESS 2081 LAS PALMAS DR RESIDENTIAL ADDITION- MINOR (<17,0.00.00) RETAINING WALL VILLAGE FAIRE POOUSPA [ENANTIMPROVEMEN] COMPLETE OFFICE BUILDING OTHER __ PLANNER~ ENGi NEE ______________ _ DATE 4/20/09 DATE P,'2-/tTJ_ 11:\ADMIN\ COUNTER/PLANNING /ENGINEERING APPROVAL'l • Carlsbad Fire Department Plan Review Requirements Category: Tl , INDUST Date of Report: 08-21-2009 Name: Address: J.C. RACK SYSTEMS 5232 ALCOA AV VERNION CA 90058 Reviewed by: Permit#: CB090642 BLDG. DEPT COPY Job Name: Job Address: Conditions: SUN DIEGO-INSTALL PALLET 2081 LAS PALMAS DRCBAD Cond: CON000~448 [NOT MET] . 1. Provide commodity classification. 2. Give maximum storage height -top of commodity. 3. Specify type of rack (A or B) on floor plan. 4. Provide Building Data. Information shall include, but is not limited to, sprinkler system, construction type, sprinkler design.density, etc. 5. Provide site plan, show adjacent areas/entire building with access. 6. Provide square footage of building and storage area. 7. Specify public or non-public access. . Entry: 05/04/2009 By: cwong Action: CO Cond: CON0003541 [NOT MET] L Top of storage shall not exceed 12' for Type I--V commodities. Racks in excees of that storage height shall be modified by a structural engineer chosen by the client and acceptable to the Fire Marshal. 2. The ~rune shall apply to Group A plastics. Storage shall not exceed 6'. r t - t ) 3. Provide spinkler system information. Eritry: 07/01/2009 By: cwong Action: CO Cond: CON0003628 [MET] **APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 08/21/2009 By: cwong Action: AP Carlsbad Fire Department Plan Review Requirements Categ9ry: TI , INDUST Date of Report: 07-01-2009 Name: Address: Permit#: CB090642 J.C. RACK SYSTEMS 5232 ALCOA AV VERNION CA 90058 Job Name: . SUN DIEGO-INSTALL PALLET Job Address: 2081 LAS PALMAS DR CBAD INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0003448 [NOT MET] 1. Provide commodity classification. 2. Give maximum storage height -top of commodity. 3. Specify type of rack (A or B) on floor plan. 4. Provide Building Data. Information shall include, but is not limited to, sprinkler system, construction type, sprinkler design density, etc. 5. Provide site plan, show adjacent areas/entire building with access. 6. Provide square footage of building and storage area. 7. Specify publiG or non-public access. Entry: 05/04/2009 By: cwong Action: CO Cond: CON0003541 [NOT MET] 1. Top of storage shall not exceed 12' for Type I-V commodities. Racks in excees of that storage height shall be modified by a structural engineer chosen by the client and acceptable to the Fire Marshal. · 2. The same shall apply to Group A plastics. Storage shall not exceed 6'. ; ) J -. --....IL--,,--._,.,. l_ ., ' j ~~~ , ~~ 3'. Provide spinkler system information. 0 ~ Entry: 07/01/2009 By: cwong Action: CO Carlsbad Fire Department Plan Review Requirements Category: TI , INDUST Date of Report: 05-04-2009 Name:· Address: Permit #: CB090642 J.C. RACK SYSTEMS 5232 ALCOA AV VERNION CA 90058 Job Name: Job Address: SUN DIEGO-INSTALL PALLET 2081 LAS PALMAS DR CBAD Reviewed by: BLDG. DEPT COPY INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit ~he necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond, CON0003448 [NOT MET] 1. Prnvide commodity classification. 2. Give maximum storage height -top of commodity. 3. Specify type of rack (A or B) on floor plan. 4. Provide Building. Pata. Information shall include, but is not limited to, sprinkler system, construction type, sprinkler design density, etc. 5. Provide site plan, show adjacent areas/entire building with access. 6. Provide square footage of building and storage area. 7. Specify public or non-public access. Entry: 05/04/2009 By: cwong Action: CO .:sY ......... G •... oHAN.1AN.... RAdK DE~Id-N & ENGINEERING do. '. DATE· .. .-:.?..; .. "[..:.P...<:J.......... 412 lfEST BROADlf.d'AY, fJutrE /1204 i GLENDALE. -~. 91204 -SUBJECT........................... TEL:(818)240.;...3810 FAX:(818)240-3813 SHEET NO ......................... . JOB NO •. JJ ... Q. .... L't.~.,. ~ ., .S" uN. Dt ~W v , . '? r? 8.1. L ~ 1 /'A L".'11-\-$. _D/?. _. . Cf.l-lt L S i3A-!) , ~A-. 1! 8 . .. '1 19-wA-y n1.c?J.1 Burl(U,-l't:._ w-A<-c..r r 4 '-VMN.J ,, :ev .... ,,_...g:~ ... 9.t!~~!!.'!!:t .. RAdK DE~IGN & ENGINEERING do. 412 WEST BROADWAY, ~UITE #204 SHEET N0 ........... .1-. .......... . . DATE ...... 1.::§.::.9.~ ....... .. GLENDALE, dA. 91204 JOB NO •... !~.P.::.1.1.9.~.?. ... SUBJECI ......................... . TEL:(818)240-3810 FAX:(818)240-3813 STRUCTURAL CALCULAT.IONS OF STORAGE RACKS FOR: SUN DIEGO 2081 LAS PALMAS DRIVE CARLSBAD, CA. 92009 PER CBC 2007 EDITION STORAGE RACKS CAPACITY: 2000 # /. LEVEL AT TYPES "A" & "B" 500 # / LEVEL AT TYPES "C" & "D" 50 ·# / LEVEL AT SHELVING 20 # / Ft. AT GARMENT 'RACK CALCS. 1 THRU 12 DRAWINGS: RD-14062 :BY .... , .... Jt~ ... Q!:!~~!~~ ... . :DATE ...... 1.:::~:::.Q~ ........ . SUBJECT. ......................... . r 96", 120" & 144" • l ,.----- '.---lj::======:i=::l °N Ol ~ •.-11::======:i=::l _.;..;ile' '">···· .... ·l'·. · ... , ..... , .. , ..... :,~· ... :.-..... TYPE "A" 96" LONG BEAM M= 96"x1.2K=14 .. K 8 14"K SR= 33 = .43<.71 3 ' /::,.= _5xWxL.: = 29"<~ =.53" 384xl xE · 180 . X 144" LONG BEAM M= 144"x1.2 K=22"K 8 22"K SR= 33 = .65<1.23 /::,.= 5xWxL3 =.41"< 144=.80" 384x~xE 180 CBC 2007 RAdK DE~IGN & ENGINEERING do. 412 WEST BROADWAY, ~UITE 1204 GLENDALE. dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 .. 96", 1-20" & 144" '...--' .-1No LOAD ON THIS LJEL ~ ·--,t======~-=~ .---, ~-t-2!0 -~::;;::z::::rr:.,.::::; ----~··E=··-~:::c,-c:::·-G:··Z"'CT:::j-~, .. :::z-·:::::l· ~ SIDE VIEW TYPE "8" 2000 #/ LEVEL+25% IMPACT LOAD 1200 #/ BEAM r~x [Q [ 2 3/4" [ lx=1.39 Sx=.71 Fy =55 KSI. Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.1179 Longitude = -117.2754 SHEET NO ............ ?. .......... .. JOB NO •... ~.P..::.1.:f.Q.~.?. .. . SIDE VIEW ~C~x [Q lx=3.22 Sx=1.23 Fy=55 KSI. Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D -Fa = 1.034 ,Fv = 1.56 l 2 '3/4" l Period Sa {sec) {g) 0.2 1.204 {SMs, Site Class D) 1.0 0.687 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard SEISMIC DESIGN v-~xw -Rx 1 ·4 woRKJNG STRESS ASCE 7-05 (SEC. 15.5.3) PER RMI SPECS. Latitude = 33. 1179 Longitude = -117.2754 S05 =.8 (USGS WEB SITE, "SITE CLASS D") Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D -Fa = 1.034 ,Fv = 1.56 1=1 NO PUBLIC ACCESS R=6 MOM. CONN. R=4 BRACED W=D.L.+ ~ LL 'LOAD PER ·COLUMN TYPE "A" 'K L.L.=..£.x 2x2 =1.3 K 3 2 COL, W=.2t,.L: 1 .3L.L 1 .5 K V =.8x1x1.5=.14K LONGIT. 6X 1.4 V = .8x1x1.5 _ 21 K TRANS. 4X1 .4 -• LONGIT. SEISMIC 1------+--.07 K t------+--·07 K 3 "K 5 "K 5 "K Period (sec) 0.2 1.0 Sa (g) 0.803 (SDs, Site Class D) 0.458 (SD1, Site Class D) TYPE "8" L.L.=..£.x 1x2K =.67 K 3 2 COL. W=.2t,.L: .67L.L .87 K y = .8x1 x.87 = .08 K LONGIT, 6x1 .4 M = .08 Kx72" 3 "K COL. 2 ' ,BY ......... ~.: ... 9.t!A~!~.~ ... . RAdK DESIGN & ENGINEERING do. 412 lfEST BROADWAY, ~U1" f204 SHEET NO ........... :?. ........... . . DATE ...... 1.:::~::.Q~ ........ . ,SUBJECT. ...................... ; ... , GLENDALE, dA. 91204 , JOB NO •... ~.P..:::.1.4.9.~.?. .. . TEL:(818)240-3810 FAX:(818)240-3813 COLUMN ANALYSIS 3x3x14 GA. COL. t .. 1~ ~[~ [~ 3x1 5/8x14 GA. COL GOVERNS Fy=55 KSI A=.62 Sx=.68 rx =1.2 ry=1.1 Fy=55"KSI A=.43 Sx=.36 rx =1.1 ry=.63 P= 2x2 K =2.0 K 100% LOAD 2 COL. W=.2t,,,:: 2.0L.[ 2.2 K COMBINED STRESS RATIO f_+.M_-2·2 +2--96-<1 0 Pa Ma;: 4 12 -· • BASE PLATE ANCH. TENSION= S-(2-~x3u) =0 6 ANCHOR SHEAR= · 1z4 = .07 K .KJ_80x1.7_123 rx -1.1 - .Kl -42 -57 ry -.63 - Max =Sx .Fb= 12 "K (2)-1/2"¢ HILT! KWIK BOLT-TZ ESR-1917 ANCHORS PER BASE PL, 3 1 / 4" EMB. MOMENT AT BEAM CONNECTION 7 /16"¢ RIVET A = .1 Fy = 79 KSI Va = .1 x79x.4 = 3 K . " "K Ma =3Kx4 x1.33=16 CONN. ( 4 "K 2 PIN CONN. Fn=Fe=22 KSI Pn=Fn XA= 14 K P _ Pn -7 K a-1.92 - F n =Fe= 18 KSI Pn=FnXA=BK P _ Pn _4 K a-1.92 - 2.2 K t 6" 8"x5"x3/8" BASE PLATE 4 "K _) I \ .JL_ ''---"- '--S"K .BY .... : ... 0 ... OHANIAN .. .. RAdK DE$IGN & ENGINEERING do. 412 1'Ef11' BROADWAY, ~UITE f204 SHEET NO ........... ~ ........... . ·DATE ...... 1.::£::.9.~ ........ . SUBJECT. ......................... . QLENDALE, dA. 91204 JOB NO •.. B.P..::.1.4.9.~.?. .. . TEL:(818)240-3810 FAX:(818)240-3813 OVERTURNING Mor= .21 Kx2x156"x.5x1.15 =37 ·K MR = 1.5 Kx42" = 63 "K NO UPLIFT LOAD TO DIAGONAL P = .21 Kx2x fil.. = .51 K 42 Fy=SS KSI A=.31 rx=.48 Q=.74 L= 51" CHECK WELDS Fa= 12.6KSI 1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL) 3x.125x.707x70x.3 = 5.7 K CHECK SLAB 2200 -4 40' 500 -. -Jsii=25" 4.4x144=633 a" M= ( 6•5 )2x500x J_ x12= 880 "# 12 2 · S= 12t2 = 50 ~~o = 17 <1.6 v'25oo =80 TOP LEVEL LOADING (100% LOAD) l.l.=1x2 K=2 K W=,2i,.i:: 2L.L.= 2.2 K Mor= .31Kx156"= 48 "K MR =2.2 Kx21 "= 46 "K V _ .8x1x2.2 _ 31 K TRANS. 4X 1 .4 -• NO UPLIFT BOTH SIDES lYP. 118 1 1;. " -M ~~A-x t=.07" ..----~., I D D ~--JD lYP 1/8 1.5" 2200# l •, ... 5" CONCRETE SLAB 2500 PSI. CONC. 500 PSF. SOIL .• . ·: : ~:-<~·:. >-.:: ... :~-.. :~ •,,i: ~ -~: .. 6" 6.5" 12.5" 25" : BY ···:; .... t ... 9.!:!t:~!~t-L .. RAdK DE~IGN & ENGINEERING do. 412 WEST BROADWAY, ~UITE f204 SHEET NO ........... ~ .......... .. . ·DATE ...... 1.:::§.::.9.~ ........ . SUBJECt ......................... . 120" & 96" f ~~1a======::M:~ ~ ---11======::M=~ -:..i-r-·11=======-==1--: N ~ : -i---11=======-==i---~ ~t-·tt=======M==i-N ~-1a=======-===1-- ~ ---1&=======::M:~ N t, .,.. .. ·•. ..... . ~ .. , ... ··,ic.. . ~ .• w, "" TYPE "C" LOAD PER COLUMN L.L.=Lx 7x.5 K =1.2 K 3 2 COL. W=.20.i!: 1.2L.L = 1.4 K y = 1x1x1.4 =·.17 K LONGIT. 6X 1 .4 y ::::: 1x1x1.4 .25K TRANS. 4X 1 .4 COLUMN ANALYSIS Fy=50 KSI A=.58 Sx=.56 rx=1.2 ry=-91 P= 7x.SK =1.8 K 100% LOAD 2 COL. W=.? + 1.8 = 2.0 K 7>.L L.L. COMBINED STRESS RATIO p + M -2.0 + ·2 -27<1 0 Pa Ma;-14 T6 -· · · QI.Etm.ALE, dA. 91204 JOB NO .... gP..::J.19.~.?. .. . TEL:(818)240-3810 FAX:(818)240-3813 36" n SIDE VIEW M = .17Kx24" _2 "K COL 2 .Kl _ 24x 1 . 7 _ -r4 rx-1.2 --..J .Kl -44 -40 ry -.91 - "K Max :Sx .Fb= 16 Fe=~= 178 ( Kl )2 ry F -F (1-Fy )-46 KSI n-Y 4Fe - Pn= Fn xA: 27 K P _ Pn -14 K a-1.92 - J •I ' sv ... ·, ... G .... OHANIAN ... . RAdK DE~IGN & ENGINEERING do. 412 WEST BROADWAY, ~UITE f204 SHEET NO ........... ~ ............ . · ·DATE ...... 1.:::§.::.Q~ ........ . SUBJECT. ......................... . (lLENDALE, dA. 91204 JOB N0 .... ~.9.:::J.1.Q~.~ .. . TEL:(818)240-3810 FAX:(818)240-3813 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .1i = .09 K (2)-1/2"¢ HILTI KWIK BOLT-TZ ESR-1917 ANCHORS PER .BASE PL, 3 1/4" EMB. MOMENT AT BEAM CONNECTION 7 /16"¢ RIVET A = .1 Fy = 79 KSI Va = .1 x79x.4 = 3 K Ma = 3Kx4"x1 .33 = 15"K CONN. OVERTURNING 3 PIN CONN. 2.QK 6" 8"x5"x3/8" BASE PLATE TOP LEVEL LOADING (100% LOAD) Mor= .z5Kxzx174"x.5x1 .15 :50"K MR = 2.0 Kx36" = 72 "K NO UPLIFT LOAD TO DIAGONAL p: .25Kx2x 46 : .63 K 36 Fy=50 KSI A=.29 rx=.48 Q=.74 L= 46" CHECK WELDS Fa= 13.aKSI Pa= 4K 1/8" WELD 1.25" LONG EACH SIDE (2.5" TOTAL) 2.5x.125x.707x70x.3 = 4.6 K v _ .8x1 x.7 _ 1 K TRANS. 4x 1 .4 -• BOTH SIDES TYP. 1/B 2" OC) ,Fi -;;;-EA ..-t=.07" Mor=·10Kx174"= 17"K UPLIFT: 17-13 :.11 K 36" BY .... ~ .... ~.~ ... 9.!:!~~!~tL.. RAdK DE~IGN & ENGINEERING do. 4:12 UST BROADWAY, ~UITE #204 SHEET NO ........... Z .......... .. . DATE ...... 1.::~.:::.Q~ ........ . QLENDALE, CA. 91204 JOB NO •.. B:P..:::.1.1.!?.~.i .. . SUBJECT. ......................... . TEL:(818)24:0-3810 FAX:(818)24:0-3813 96" & 48" r TYPE "D" SIDE VIEW BEAM M-96"x.3K -3 6NK ..,. 8 -. "K SR= tt =.12<.35 . 3 !::.= 5xWxL.: = 18"<_J!§_ = 53" 384-xlx xE • 180 • LOAD PER COLUMN L.L.=.1...x 4x.5 K =.67 K 3 2 COL. y = .8x1 x.8 ,07 K LONGIT. 6X 1.4 y _ .8x1 x.8 _ 11 K TRANS. 4X 1 .4 'COLUMN ANALYSIS Fy=50 KSI A=.28 Sx=.18 rx =.82 ry=.57 P= 4x.5K=1 K 100% LOAD 2 COL. W=.1 +1.0LL=1.1K D,L. •• COMBINED STRESS RATIO f..+.M_ = Ll + ·8 = .33<1.0 Pa Max 6 5.4 500 #/ LEYEL+25% IMPACT LOAD 300 #/ BEAM {{~r [ 1 3/4" ! lx=.56 Sx=.35 Fy=50 KSI. LONGIT. SEISMIC ~ N iD 1-------l Kl_ 24x1 .7 -SO rx -.82 - Kl -~-53 ry -.57 - .028 K .3"K .021 K .3 "K .6"K .014 K .6 "K .7"K .007 K .7 "K .8"K .8 "K .4"K 0 2 Fe= ~=71 (K1)2 ry Fn=Fy(1-:~)=41 KSI Pn=Fn xA= 12 K P _ Pn _6 K a-1.92 - ., . BY ... ' .... G .... OHANIAN ... . RAdK DE$IGN & ENGINEERING do. 412 WEST BROADWAY, ¢UITE #204 SHEET NO ........... §. ........... . ~oATE ...... 1.::~::.Q~ ........ . dLENDALE, OA. 91204 JOB NO .... !W::JA9.§l .. SUBJECT .......................... . TEL:(818)240-3810 FAX:(818)240-3813 BASE PLATE ANCH. TENSION = 0 ANCHOR SHEAR = .o; = .04 K (2)-3/8"/IS HILTI KWIK BOLT-TZ ESR-1917 ANCHORS PER BASE PL, 2" EMB. MOMENT AT BEAM CONNECTION 1/4"¢ RIVET A= .05 Fy = 79 KSI ( Va = .05x79x.4 = 1.6 K .75 "K Ma = 1.6 Kx3"x 1.33 = 6 "K 2 PIN CONN. CONN. 4" I I ~ .8"K 1/4"¢ H.S. BOLTS 6"x2"x.12" BASE PLATE .75 "K _J ,ovERTURNING TOP LEVEL LOADING (100% LOAD) Mor= .11Kx2x100"x.5x1.15 =16"K MR = .8 Kx24" = 19 "K L.L.=1x.5K=.5K W=.130.t,5 L.f. .63 K Mor= .09Kx1 oo"= 9 "K MR =.63Kx12"= 7.5 "K NO UPLIFT v _ .8x1x.63 _ 09 K TRANS. 4X 1 .4 -• UPLIFT= 9-7,-,5 = .06 K 24 LOAD TO DIAGONAL P. = . 11 Kx2x 36 = .33 K 24 Fy=50 KSI A=.22 Tx =.41 L= 36" 1/4"¢ BOLT Va=1.2 Kx2=2.4 K Fa= 14.4 KSJ Pa= 3.1 K 1.1" = H ~Jr-Bx t=.06" ' ' • BY .. .' .... ~-... OHANIAN .. .. ·DATE ...... 1.::§.::.Q~ ........ . SUBJECT .......................... . .,_ 41;!" 1 DRS SRS SRS SRS DRS SRS DRS SHELVING "DRB" BEAM 11. 3/3f ox "SRB" BEAM r lx=.215 Sx;:::.13 Fy=36KSI. lx=.03 Sx=.02 Fy=36KSI. LOAD PER COLUMN LL=..£. X 6x.1 K =.2 K 3 2 COL. W=.1 + .2LL= .3 K D.L •• V-.8x1x.3 _ o4K -4x1.4 -· RAdK DE$IGN & ENGINEERING do. 412 WEST BROADWAY, ~UITE #204 SHEET NO ........... ~ ............ . QLENDALE, dA. 91204 JOB NO •... ~P..:::.1.::f:9.§.~ .. . TEL:(818)240-3810 FAX:(818)240-3813 ~ ~ I troP TIE I I -·- SIDE VIEW 100 # / LEVEL 50 # / BEAM M= 96"x.05 K = .s"K 8 "K S -·60 -03< 13 R-22 -' • · 50 # / LEVEL 25 # / BEAM M= 48"x.025K = . 15 "K 8 1 "K SR= ......JL = .006<.02 22 ,__ ___ __,_ __ .02 K .9 "K .9 "K .9 "K .9 "K .2 "K 0 ,I 1 ' BY .. ::, .. :.~.~ ... Q!:!t:~!f.!~ .. .. RAdK DE~IGN & ENGINEERING do. 412 WEST BROADWAY, ~UITE f204: SHEET N0 ............ 1.9 ......... . · DATE ...... 1.::~.:::.9.~ ........ . . SUBJECT. ......................... . QLENDALE, dA. 91204: JOB NO •... !3.P..:::J.:f.9.~.~ .. . TEL:(818)24:0-3810 FAX:(818)24:0-3813 COLUMN ANALYSIS 1$.i, -rvt=.075" ~ l I 4" I l 'I >J P= 6x.1K =.3 K 2 COL 100% LOAD W=.10_i::.3 L.C .4 K COMBINED STRESS RATIO .£..+..M.... = .40 + _JL = .43<1.0 Pa Max 4.6 2.6 p + M -.30 + .9 -45<1 0 Pa Ma;-2.9 2.6 -· • BASE PLATE T= 0 ANCHOR SHEAR = .04K = .02 K 2 Fy=36KSI A=.40 Smrn=.12 rmrn=.64 Q=11 Kl_ 46 _ 72 r -N - Fa= 11.7KSI Pa =Fa xA = 4.6K 5 1/4" 2" 2" t=14GA. (2)-3/8"¢ HILTI KWIK BOLT-TZ .ESR-1917 ANCHORS PER BASE PL, 2" EMB. MOMENT AT BEAM CONNECTION M .9+.9 9"K CONN.= 2 =. v -.252x3.14 so 4-1.5K aRIVET-4 X X. -• Ma = 1.5Kx1.5"x1.33=3.o"K CONN OVERTURNING Mor= .o4Kx2x120"x.5xt.15 = 5_5'"K MR = .3Kx24" =7.2 "K NO UPLIFT .25"¢ RIVET Fy =80 KSI Kl_ 92 _ 144 r -N - Fa= 7.2 KSI Pa =Fa xA = 2.9 K ,. . 'sy ... , ..... ~.~ ... Q!:!~~!A~ .. .. RAdK DE~IGN & ENGINEERING do. 412 WEST BROADWAY, ~UITE #204 SHEET N0 ............ 1.1 ........ .. • DATE ...... 1.:::~.::.Q~ ........ . SUBJECT. ......................... . 84" i.o : N <O ..... • • ,.,1 •: "': : •~ .° Y!. • ·~ •, •• '. "" • GARMENT RACK 20 # /FT. GARMENT RAIL LOAD 1 "fll SCH. 40 PIPE RAIL 5' BETWEEN COLUMNS 5'x20# = 100 # LOAD 60,, 1 K • M= x. = .6 K 8 "K S -.&--02 R-25 -. LOAD PER COLUMN P=7 x.1 K=.7 K RAILS W=.1 +.7LL=.8 K D.L. · •• y = .8x1x.8=.11K 4x1.4 M .11Kx126" 3,4"K c&. 4 QLENDALE, dA. 91204 JOB NO .... RP..::J.:1:Q~.~ .. . TEL:(818)240-3810 F.AX:(818)240-3813 lx=.09 Sx=.13 Fy=42 KSI. 60" 60" 60" SIDE VIEW 24" 1 POST 1"¢ PIPE ;·~-----P-<i------r-f; SCH. 40 RAIL 3/8"¢ U-BOLT TOP VIEW (A3o7) 1"¢ PIPE SCH. 40 RAIL POST FRONT VIEW > I . ) ', • BY .. :.,,.,g.~ ... 9.t!t:~!At:L. RAdK DESIGN & ENGINEERING do. 412 WEST BROADWAY, ~UITE #204 SHEET N0 ........... .1.i ........ .. ~ DATE ...... 1.::~.::.9.~ ........ . dLENDALE, dA. 91204 JOB NO .... ~.P..::.H:Q.~.~ .. . SUBJECT .......................... . TEL:(818)240-3810 FAX:(818)240-3813 COLUMN ANALYSIS 1 1/4" 9S SCH. 40 PIPE A=.67 Fa=6.5 KSI S ==.23 r =.54 Fy=42 KSI COMBINED STRESS RATIO L+ ..M_ = ..&_ + 3·4 = .86< 1 .o Pa Max 4.4 5 BASE PLATE 6"x6"x3/8" ANCHOR SHEAR = .1i K = .06 K TOP TIE CONN . . u _ 3.4 -1 7"K Mconn.-2 -· (TOP TIE) 3/8"11! BOLT (A3O7) "TEE" CONN. 16 GA. (2)-3/8"¢ HILT! KWIK BOLT-TZ ESR~1917 ANCHORS PER BASE PL, 2" EMB. POST CHECK SLAB 800 -1 6 p' 500 -. v'z3o=15" 1 . 6x 144=230 M= ( /; /xsoox f x12=333"# S= 12~52 = SO ~~3 = 7 <1.6 V200Q =72 a" K " 1 1 7"K M ax=1.1 x2x2 x .33=5.8> . 800 I ! 5" CONCRETE SLAB 2000 PSI. CONC. 500 PSF. SOIL '·.. . . _., . : ; ~ ·:.-· <I .. ~ <: . .-:~ . :: ~ .. _a. ~ . ·• : .. 3.5" l 4" 7.5" 15" I I I I I I I I I I I I I I I I I I I Daryl K. James & Associates, Inc. -A Fire Code Resource High-Piled Storage Fire Protection Technical Opinion & Report . ...______ Athleisure Inc 2081 Las Palmas Drive Carlsbad, California 205 Colina Terrace Vista, CA 92084 T (760) 724-7001 F (760) 724-8837 C6o9 a(J; "I~ ~ \-ryJL I ·I I I I I I I I I ·1 I I I I I I I I DARYL K. JAMES & ASSOCIATES, INC. A Fire Code Resource August 7, 2009 Carlsbad Fire Departm~n,t 1635 Faraday Avenue Carlsbad, CA 92008 Re: High-piled Storage Fire Protection Technical Opinion & Report Project: Athleisure Inc. 2081 Las Palmas Drive Carlsbad, CA 92011 I OVERVIEW Daryl K. James & Associates, Inc. has been contracted by Pete Censoplano, VP of Operations of Athleisure, to prepare a Fire Protection Technical Opinion & Report for the review and approval of a high piled combustible rack storage system. This report addresses fire and life safety code requirements applicable to the rack storage of high-piled combustible materials. II SCOPE This report is presented as part of a rack storage system plan submittal package. Conditions other than the proposed high-piled rack storage system addressed or described herein· are outside the scope of this report. Discrepancies between the information presented herein. and actual conditions presented in this report are the sole responsibility of Athleisure Toe. Verification of compliance with requirements, and provisions addressed herein rests with the authority having jurisdiction (AHJ) and is outside the scope of this report. III CONTACT Compliance with California Code requirements is based on d.ata provided to Daryl K. James & Associates, Inc. by the following contact: Atheisure Inc. Pete Censoplano, VP of Operations 760-476-9201 I I I I I I I I I I I I, I I I I I I Athleisure Inc P~ge 2 of6 IV PURPOSE OF REPORT V VI ~ Identify and evaluate hazards presented by the proposed rack storage system. ~ Present a design analysis relative to the acceptance of the proposed rack storage system. REPORT ELEMENTS ~ Provide a commodity analysis, detail methods of storage and determine fire protecti9n requirements in accordance with fire and building code requirements and nationally recognized standards. ~ Set limitations or mitigate conditions to achieve compliance with applicable code requirements and establish maintenance guidelines. ~ Evaluate building fire protection and egress systems including aisles separating the rack storage system and aisles from the rack storage system to exits. ~ Outline general safety procedures for occupant safety and building protection. ~ Evaluate proposed conditions and offer an opinion relative to fire and life safety conditions attending the design of the building and the uses within. CODEANALYSISII'ECHNICAL REFERENCES The purpose of the Code Analysis is to provide the Athleisure Inc. design team technical information and guidelines applicable to the design and maintenance of the rack storage system. The following applicable codes and standard are referenced for this evaluation: • 2007 California Building Coc,le (CBC) and IBC Code & Commentary • 2007 California Fire Code (CFC) and IFC Code & Commentary . • 2002 National Fire Protection Association Standard 13. (NFP A 13) VII BUILDING DATA OCCUPANCY CLASSIFICATION Focus of Report Group S-1 Aggregate Rack Storage Area: Approx. ll,000-:ft2 Existing Spriitlder Design: .33/3000 High Temperature Sprinkler Heads Adjacent Office Area: Group B CFC 2306.3.1 Separation from Other -Uses Occupancy separation between the Group B occupancy and the Group S-1 Occupancy is not required in accordance with CBC Table 508.3.3. CBC Table 508.3.3 B,F-1, S-1. N Rack Loading: Racks will not be loaded beyond their design capacity. Seismic calculations are provided to the City of Carlsbad as part of the rack storage plan submittal package. (Technical Reference 1) I I I I I I I I I ·1 I I I I I I I- I I Athleisure Inc P~ge 3 of6 VIII HIGH-PILED COMBUSTIBLE STORAGE High-Piled Combustible Storage, Warehoused products will be stored under high-piled combustible storage conditions and are detailed in accordance with California Fire Code, Chapter 23 and NFPA Standard 13. Commodity Classification The infonnation presented herein presents proposed storage conditions as described to and understood by this report preparer. Commodity classifications are evaluated in accordance with CFC Chapter 23 Sec. 2303 and NFPA 13 Sec. A.5.6,3 Class I-IV Commodities Cotton/Polyester Tee Shirts Wool Baseball Caps· Leather Wallets Flattened Cardboard Boxes Nylon Backpacks & Wallets (Groqp B Plastic)= Class IV Commodity as per CFC 2303.5 Group A Plastics* Shoes containing rubber Wetsuits Miscellaneous sports apparel accessories *NFPA 13 Section 5. 6.1.2.3 Mixed Commodities The protection requirements for the lower hazard commodity class (Class IV) shall be permitted to be util~ed where all of the following are met: 1) Up to 10 pallet loads of the higher hazard commodity shall be permitted to be present in an area not exceeding 40,000 ft2. 2) The higher hazard commodity shall be randomly dispersed and no adjacent loads in any direction (including diagonally). *CFC Section 2303.7.4 Limited Quantities of Group A Plastics in Mixed Commodities . Limited weight of Group Plastics can be allowed when mixed with other classes of commodities. Figure 2303.7.4 m~y be used to determine the quantity (<14%) of Group A plastics allowed to be stored in a package or carton or on a pallet without increasing the commodity classification. Weight of plastic in pallet load 1Percentage by Weight = Total weight of pallet load, including pallet where applicable Weight measurements and resulting Percentage by Weight, as provided by Athleisure Inc. CFC Chapter 23 Fire Protection & Life Safety Requirements for Rack Storage The information presented herein represents proposed· storage conditions as described to and understood by this report preparer. The evaluation of hi,gh-piled storage conditions and the proposed fire protection of Class I-IV combustible materials :ip_ single row racks has been prepared in accordance with CFC Chapter 23, Table 2306.2 and NFPA 13 and is specific to approximately 11,000-ff of the aggregate warehouse storage atea. Main Warehouse Rack Storage Array Type of Rack: Storage Height: Commodity Class: Ceiling Height Aisles: Single & Double Row (without solid shelving) Upto 17:ft Class I-IV 17 feet 10 inches 10 ft I I I I I I I I I I I I I I I I I -1 I Athleisure, Inc Page 4 of6 NFPA 13 Table 12.3.2.1.2 (Nonencapsulated) Class J-W Up to 17 ft with 8ft Aisles Figure: 12.3.2.l.2(d) Curve: E (high Temp) Ceiling Sprjnkler Density: .45/3000 Application of Figure 12.3.2.1.5.1 reduces design curve density to 74% to .33/3000 Existing.33/3000 will adequately protect the double row high-piled rack storage array and 15 ft. beyond racking. Adjacent Warehouse Rack Storage Array Type of Rack: Storage Height: Single Row (without solid shelving) Upto 15 ft. Commodity Class: Ceiling Height Aisles: Class I-IV 17 feet 10 inches 4 ft NFPA 13 Table 12.3.2.1.2 (Nonencapsulated) Class 1-W Up to 15 ft with 4 ft Aisles Figure: 12.3.2.l.2(d) Curve: G (high Temp) Ceiling Sprinkler Density: .52/3000 Application of Figure 12.3.2.1.5.1 reduces design curve density to 60% to .31/3000 Existing.33/3000 will adequately protect adjacent single row high-piled rack storage array and 15 ft. beyond racking. I Flue Spaces -CFC Chapter 23, Table 2308.3. Nominal 3-in. transverse flue spaces between loads and at-rack uprights shall be maintained in single-row racks and 6-in. transverse flue spaces between loads and at-rack uprights or 3-in. transverse flue spaces and 6-in. longitudinal flue spaces in double row racks. Random variations in the width of the flue spaces or in their vertical alignment shall be permitted. Column Protection -NFPA 13 Sec. 12.3.1. 7.1 Where sprinkler protection of building columns within the rack structure is required in lieu of fireproofing, sprinkler protection of sidewall sprinklers at the 15-ft elevation, pointed toward one side of the steel column shall be provided. Hose Stream Demand and Water Supply Duration as per NFPA 13 Table 12.3.2.1.6 Commodity Total Combined Classification Storage Ht. Inside Hose Inside & Outside Hose Duration Class IV Over 12-ft. 0, 50, or 100 gpm 500 120 Minutes Additio~al Table 2306.2 Fire Protection Provisions for Class I-IV 22501-12,000 ft2 Access doors: not required Smoke & Heat Removal: not required Aisles (non-public accessible) Aisles separating storage piles or racks: 4ft. or 8 ft. in accordance with NFPA 13. Aisles to exits and for fire emergency access purposes: ::; 44 inches. Fire Extinguishers Minimum 2-A rated frre extinguishers shall be clearly visible, accessible and provided every 75-ft. of travel distance to extinguisher as per CFC Tables 906.1 and 906.3(1). Dead Ends: Dead end aisles between racks shall not be longer than 20 feet in length. I I I ·1 I I I I I I I I I I I I I I I Athleisure, Inc Page 5 of6 IX SHELF STORAGE OF GROVP A COMMODITIES· Shoes in boxes will be stored on shelves meeting the definition of shelf storage in accordance with CFC Sec. 2302.1. · Figure 12.2.3.1.1 Decision Tree Shoes with an appreciable amount of rubber: Group A plastic -nonexpanded-unstable Use Table 12.2.3.1.6-Column A to determine design density. NFPA Table 12.2.3.1. 6 Design Densities for Shelf Storage of Plastic Commodities Curve: 3 Storage Height: <12 ft. Roof/Ceiling Height: > 15 to 20 Column A Density: .3/2500 Existing Design: .33/3000 will provide adequate fire protection to shelf storage. Hose Stream Demand and Water Supply Duration as per NFPA 13 Table 12.2.3.1.6 500 gpm @d 120 minutes (Technical Reference #3) X EGR]JSS Compliance with applicable codes for egress from the rack storage system will be maintained as a condition of rack storage permit requirements. The basic layout of the building is in conformance with the exiting and egress requirements of Article 10 of the 2007 CBC. Exit Doors: Openable without the use of a key or special knowledge and remain accessible at all times One Exit Required as per CFC/CBC Table 1015.1: S-1 Occup; .:5 29 Occupants Aisles: Non-public accessible; _::s 24 in. provided from all occupied points of the warehouse. Travel Distance Required per CFC/CBC Table 1016.1: S-1 Occup: .::S 250 ft. (Technical Reference #3) XI GENJJRAL SAFETY PROCEDURES • Storage commodity, height and aisle widths will be maintained in accordance with the terms of this report. Any changes shall be approved by the AHJ prior to implementation. • All employees will receive special trainmg on the use of portable fire extinguishers of the types to be provided in the building. • An evacuation plan will be posted and drills will be conducted quarterly and logged for fire department review. • Exit doors will be maintained unobstructed and opened weekly to ensure their operation. I I I I I I I I I I I I I I I I I I I Athleisure, Inc p'age 6 of6 XII CONCLUSION Based on the code research conducted in support of the development of this fire protection report, and the recommendations provided herein, it is our opinion that this building will be in full compliance with the 2007 editions of the California Building Code, the California Fire Code and nationally recognized standards -as they relate to the described use and occupancy. It is the opinion of Daryl K. James & Associates, Inc. that this fire protection plan is complete and provides an adequate level of fire and life safety for the occ~pants of the building. If after reviewing this report, you have any questions or comments, or you are in need of further information, please do not hesitate to contact me. We look forward to working with you to resolve any issues that may arise, and will be awaiting your response. Respectfully submitted, Daryl K. J es CA State Certified FPO ill Chief Consu · g Officer/FM (RET) Pete Censoplano,VPfOperaticms I ' . I I I I I TECHNICAL REFERENCE #1 I I I I I I I I I I I I. I I I I I I I I I I I I I I I I I I I clients of any age for less than 24 hours. Licensing categories that may use this classification include, but are not limited to: Family Day-care Homes, Day-care Center for Mildly Ill Children, Infant Care Center and School Age Child Day-care Center. Congregate living facilities with 16 or fewer persons. R-3.1 This occupancy group may include facilities licensed by a governmental agency for a residentially based 24-hour care facility providing accommoda- tionsfor six or fewer clients of any age. Clients maybe classified as ambulatory, nonambulatory or bedrid- den. A Group R-3.1 occupancy shall meet the require- ments for construction as defined for Group R-3, except as otherwise provided for in Section 425 Spe- cial Provisions For Licensed 24-Hour Care Facilities in a Group I-1, R-3.1 or R-4 Occupancy. This group may include: Adult Residential Facilities Congregate Living Health Facilities Foster Family Homes Group Hoines Intermediate Care Facilities for the Developmentally Disabled Habilitative Intermediate Care Facilities for the Developmentally Disabled Nursing Nurseries for the full-time care of children under the age of six, but not including "infants" as defined in Section 310 Residential Care Facilities for the Elderly Small Family Homes and Residential Care Facilities for the Chronically Ill. Exception: Group Homes licensed by the Department of Social Services which provide nonmedical board, room and care for six or fewer ambulatory children or children two years of age or younger, and which do not have any nonambulatory clients shall not be subject to regulations found in Section 425. Pursuant to Health and Safety Code Section 13143 with respect to these exempted facilities, no city, county, or public district shall adopt or enforce any requirement for the prevention of fire or for the pro- tection of life and property against fire and panic unless the requirement would be applicable to a struc- ture regardless -of the special occupancy. Nothing shall restrict the application of state or local housing standards to such facilities if the standards are appli- cable to residential occupancies and are not based on the use of the structure as a facility for ambulatory .children. For the purpose of this exception, "ambula- tory children" does not include relatives of the licensee or the licensee's spouse. R-4 Residential occupancies shalf include buildings arranged for occupancy as residential care/assisted liv- ing facilities including more than six ambulatory clients, excluding staff. 2007 CALIFORNIA FIRE CODE DEFINITIONS Group R-4 occupancies shall meet the requirements for construction as defined in the California Building Code for Group R-3, except as otherwise provided for in this code. This occupancy classification may include a maxi- mum six nonambulatory or bedridden clients ( see Cali- fornia Building Code, Section 425 Special Provisions For Licensed 24-Hour Care Facilities in a Group I-1, R-3.1, or R-4 Occupancy). Group R-4 occupancies shall include the following: Assisted living facilities such as: Residential Care Facilities, Residential Care Facilities for the Elderly (RCFE's), Adult Residential Facilities, Congregate Liv- ing Health Facilities, and Group Homes. Social rehabilitation facilities such as: Halfway Houses, Community Correctional Centers, Community Correction Reentry Centers, Community Treatment Pro- grams, Work Furlough Programs, and Alcoholism or drug abuse recovery or treatment facilities. [B] Storage Group S. Storage Group S occupancy includes, among others, the use of a building or structure, or a portion thereof, for storage that is not classified as a haz- ardous occupancy. 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 follow- ing: Aerosols, Levels 2 and 3 Aircraft repair hangar Bags; cloth, burlap and paper Bamboos and rattan Baskets Belting; canvas and leather Books and paper in rolls or packs Boots and shoes Buttons, including cloth covered, pearl or bone Cardboard and cardboard boxes Clothing, woolen wearing apparel Cordage Dry boat storage (indoor) Furniture Furs Glues, mucilage, pastes and size Grains Horns and combs, other than celluloid Leather Linoleum Lumber Motor vehicle repair garages (complying with the California Building Code and containing less than the maximum allowable quantities of hazardous materials) Photo engravings Resilient flooring Silks Soaps Sugar Tires, bulk storage of 25 I I I I I I I I I I I I I I I I I I I }. 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 u~less such areas are separated from each other by 1-hour fire barrier walls constructed in accordance with the California Building Code. Openings in such walls shall be protectedby 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 appli- cation of Table 2306.2. To be considered as separated, 1-hour fire barrier walls shall be constructed jn accor- dance with the California Building Code. Openings in such w~lls shall be protected by opening protective assemblies having a 1-hour fire 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 fire protection. 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 which face required fire apparatus ac9ess roads. 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. 2007 CALIFORNIA FIRE CODE HIGH-PILED COMBUSTIBLE STORAGE 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 m2), in accordance with Sections 2306.9.1 through 2306.9.3. Aisles separating storage piles or racks shall comply with NFPA 13. Aisles shall also comply with Chapter 10. Exception: Where aisles are precluded by rack storage sys- tems, alternate 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 structures 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 feet (232 m2) in area, that are accessible to the public and designated to contain high-hazard commodities. Exception: Aisles in high-piled storage areas exceed- ing 2,500 square feet (232 m2) in area, that are acces- sible 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 trajectory. 285 I I I I I I I I I I I I I I '_, I I I I ,___,., I ing above with a horizontal assembly having a minimum 3-hour fire-resistance rating. 2. Shaft, stairway, ramp or escalator enclosures through the horizontal assembly shall have not less than a 2-hour fire-resistance rating with opening protectives in accor- dance with Table 715A Exception: Where the enclosure walls below the hor- izontal assembly have not less than a 3-hour fire-resistance J,"ating with opening protectives in accordance with Table 715.4, the enclosure walls extending above the horizontal assembly shall be per- mitted to have a 1-hour fire-resistance rating, pro- vided: 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, 3. The building above the horizontal assembly shall be per- mitted to have multiple Group A uses, each with ah occu- pant load of less than 300, or Group B, I-I, M, R or S uses. GENERAL BUILDING HEIGHTS AND AREAS 4. The building below the horizontal assembly is a Group S-2 enclosed or open parking garage, used for the park- ing and storage of private motor vehicles. Exceptions: 1. Entry lobbies, mechanical rooms and similar uses incidental to the operation of the building shall be permitted. 2. Multiple Group A uses, each with an occupant load of less than 300, or Group B or M uses shall be permitted, in addition to those uses in- cidental to the operation of the building (includ- ing storage areas), provided that the entire structure below the horizontal assembly is pro- tected throughout by an approved automatic sprinkler system. 5. The maximum building height in feet shall not exceed the limits set forth in Section 503 for the building having the smaller allowable height as measured from the grade plane. 509.3 Group S-2 enclosed parking garage with Group S-2 open parking garage above. A Group S-2 enclosed parking garage located in the basement or first story below a Group S-2 open parking garage shall be classified as a separate and dis- TABLE 508.3.3 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) A8, E I Rd F-2, S-2°,d,Ud Bb, F-1, Mb, S-1 H-1 H-2 H-3, H-4, H-5 OCCUPANCY s NS s NS s NS s NS s NS s NS Ae,Ee N N 2 2 1 2 N 1 1 2 NP NP I --N N 2 NP 2 2 2r 2r NP NP Rd ----N N 1 2 1 2 NP NP F-2, S-2•,d,Ud ------N N 1 2 NP NP Bb, F-1, fylb, S-1 --------N N NP NP H-1 ----------N NP H-2 ------~ ----- H-3, H-4, H-5 ------------ L 4 NP 2 NP 4 NP I NP I NP NP NP For SI: 1 square foot= 0.0929 m2• S = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1. NS = Buildings not equipped throughout with an automatic sprinkler system installed in accordance with Section 903,3.1.1. N = No separation requirement. NP = Not permitted. a. For Group H-5-occupancies, see Section 903.2.4.2. b. Occupancy separation need not be provided for storage areas within Groups B and M if the: 1. Area is less than 10 percent of the floor area; 2. Area is equipped with an automatic fire-extinguishing system and is less than 3,000 square feet; or 3. Area is less than 1,000 square feet. c. Areas used only for private or pleasure vehicles shalt be allowed to reduce separation by 1 how: d. See Section 406.1.4. e. Comrnen;ial kitchens need not be separated from the restaurant seating areas that they serve. f. [SFM] For Group I and F-1 occupancies shall have a 3-hour separation. 2007 CALIFORNIA BUILDING CODE s NS s NS 3 4 2 3a 4 NP 4 NP 3 NP 2 NP 3 4 2 3a 2 3 1 2• NP NP NP NP N NP 1 NP --N NP 2 NP I NP 141 I . I I I I I I I I I I I I I I I I I I TECHNICAL REFERENCE #2 I I I 1- I I I I I I , __ I I I I '-.....--" I I ----------- I I -------- I Pillows, excluding foam rubber and foam plastics Plastic-coated paper food containers Plywood Rags, baled Rugs, without foam backing Sugar, bagged Wood, baled Wood doors, frames and cabinets Yarns of natural fiber and viscose 2303.5 Class IV commodities. Class IV commodities are Class I, II or III products containing Group· A plastics in ordi- nary corrugated cartons and Class I, II and III products, with Group A plastic packaging, with or without pallets. Group B plastics and free-flowing Group A plastics are also included in this class. The total amount of nonfree-flowiug Group A plas- tics shall be in accordance with Section 2303.7.4. Examples of Class IV commodities include, but are not limited to, the following: Aerosol, Level 2 (see Chapter 28) Alcoholic beverages, exceeding 20-percent but less than SO-percent alcohol, in cans or bottles in cartons. Clothing, synthetic or nonviscose Combustible metal products (solid) Furniture, plastic upholstered Furniture, wood or metal with plastic covering and padding Glycol in combustible containers (greater than 25 percent and Jess than 50 percent) Linoleum products Paints, oil base in combustible containers Pharmaceutical, alcoholic elixirs, tonics, etc. Rugs, foam back Shingles, asphalt Thread or yarn, synthetic or nonviscose 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 SO-percent alcohol, in bot- tles 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 2007 CALIFORNIA FIRE CODE HIGH-PILED COMBUSTIBLE STORAGE Mattresses, foam rubber or foam plastics Pallets and flats which are idle combustible Paper, asphalt, rolled, horizontal storage Paper, asphalt, rolled, vertical storage Paper and pulp, rolled, in vertical storage which is unhanded or not protected with an approved wrap Pillows, foam rubber 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 this section. 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 rubber EPDM (ethylene propylene rubber) FRP (fiberglass-reinforced polyester) Natural rubber (expanded) Nitrile rubber (acrylonitrile butadiene rubber) PET or PETE (polyethylene terephthalate) Polybutadiene Polycarbonate Polyester elastomer Polyethylene Polypropylene Polystyrene (expanded and unexpanded) Polyurethane (expanded and unexpanded) PVC (polyvinyl chloride greater than 15 percent plasticized, e.g., coated fabric unsupported film) SAN (styrene acrylonitrile) SBR (styrene butadiene rubber) 2303.7.2 Group B plastics. Group B plastics are plastic materials having a heat of combustion and a burning 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 copoly- mer; PEP, fluorinated ethylene-propylene copolymer) 281 I ANNEXA 13-211 I Table A.5,6.3 Continued Table A.5.6.3 Continued I Commodity Comniodity Commodity Class Commodity Class I Batteries Charcoal Dry cells (nonlithium or similar exotic Bagged metals) -Standard Class III I I I I I I I I I I I I I I -Packaged in cartons Class I Cheese -Blister-packed in cartons Class II -Packaged, cartoned Class III Automobile -Wheels, cartoned Class III -F1lled2 Class I Chewing Gum Truck or larger Packaged, cartoned Class III -Empty or filled2 Group A plastics Chocolate Beans Packaged, cartoned Class III Dried Cloth -Packaged, cartoned Class III Cartoned and not cartoned Bottles,Jars -Natural fiber, viscose Class III Empty, cartoned -Synthetic5 Class N -Glass Class I Cocoa Products -Plastic PET (polyethylene Class N Packaged, cartoned Class III terephthalate) Coffee Filled noncombustible powders -Canned, cartoned Class I -Plastic PET Class II -Packaged, cartoned Class III -Glass, cartoned Class I Coffee Beans -Plastic, cartoned [less than 1 gal (3.8 Class N Bagged Class III L)] Cotton -Plastic, uncartoned ( other than PET), Group A plastics Packaged, cartoned Class III any size Diapers -Plastic, cartoned or exposed [greater Group A plastics -Cotton, linen Class III than 1 gal (3.8 L)] -Disposable with plastics and nonwoven Class N -Plastic, solid plastic crates Group A plastics fabric (in cartons) -Plastic, open 11astic crates Group A plastics -Disposable with plastics and nonwoven Group A plastics Filled noncom ustible liquids fabric (uncartoned), plastic wrapped -Glass, cartoned Class I Dried Foods -Plastic, cartoned [less than 5 gal (18.9 Class I Packaged, cartoned Class III L)] Fertilizers -Plastic, open or solid plastic crates3 Group A plastics Bagged -Plasµc, PET Class I -Phosphates Class I Boxes, Crates -Nitrates Class II -Empty, wood, solicl walls Class II Fiberglass Insulation -Empty, wood, slatted4 Outside of -Paper:..backed rolls, bagged or Class N scope unbagged Bread File Cabinets Wrapped cartoned Class III Metal Butter -Cardboard box or shroud Class I Whipped spread Class III Fish or Fish Products Candles Frozen Packaged, cartoned -Nonwaxed, nonplastic packaging Class I -Treat as expanded plastic Group A plastics -Waxed-paper containers, cartoned Class II Candy -Boxed or barreled Class II Packaged, cartoned Class III -Plastic trays, cartoned Class III Canned Foods Canned In ordinary cartons Class I -Cartoned Class I Cans Frozen Foods Metal Nonwaxed, nonplastic packaging Class I -Empty Class I -Waxed-paper containers, cartoned Class II Carpet Tiles -Plastic trays Class III Cartoned Group A plastics Fruit Cartons Fresh Co1;rugated -Nonplastic trays or containers Class I -Unassembled (neat piles) Class III -With wood spacers Class I -Partially assembled Class N Furniture Wax coated, sing1e walled Group A plastics Wood Cement · -No plastic coverings or foam plastic Class III Bagged Class I cushioning Cereals--With plastic coverings ClassN Packaged, cartoned Class HI -With foam plastic cushioning Group A plastics I 2002 Edition I I I I I I I I I I I I I I I I I I I 13-20 INSTALLATION OF SPRINKLER SYSTEMS 3.14.11 Survival Angle. The maximum angle to which aves- sel is permitted to heel after the assumed damage required by stability regulations is imposed. 3.14.12 Type 1 Stair. A fully enclosed stair that serves all lev- els of a vessel in which persons can be employed. 3.14.13 Marine Water Supply. The supply portion of the sprinkler system from the water pressure tank or the sea suc- tion of the designated sprinkler system pump up to and in- cluding the valve that isolates the sprinkler system from these two water sources. Chapter 4 General Requirements 4.1 Level of Protection. A building, where protected by an automatic sprinkler system installation, shall be provided with sprinklers in all areas except where specific sections of this standard permit the omission of sprinklers. 4.2 Limited Area Systems. 4.2.1 When partial sprinkler systems are installed, the re- quirements of this standard shall be used insofar as they are applicable. 4.2.2 The a,uthority having jurisdiction shall be conslllted in each case. 4.3 Owners' Certificate. The owner(s) of a building or struc- ture where the fire sprinkler system is going to be installed or their authorized agent shall provide the sprinkler systems in- staller with the following information prior to the layout and detailing of the fire sprinkler system ( See Figure A.14.1 (b )) : (1) Intended use of the building including the materials within the building and the mwdmum height of any storage (2) A preliminary plan of the building or structure along with the design concepts necessary to perform the layout and detail for the fire sprinkler system (3) Any special knowledge of the water supply including known environmental conditions that might be respon-· sible for microbiologically influenced corrosion (MIC) Chapter 5 Classification of Occupancies and Commodities · 5.1 * Classification of Occupancies. 5.1.1 Occupancy classifications for this standard shall relate to sprinkler design, installation, and water supply require- ments only. 5.1.2 Occupancy classifications shall not be intended to be a general dassification of occupancy hazards. 5.2* Light Hazard Occupancies. Light hazard occupancies shall be defined as occupancies or portions of other occu- pancies where the quantity and/or combustibility of con- tents is low and fires with relatively low rates of heat release are expected. 5.3 Ordinary Hazard Occupancies. 5.3.1 * Ordinary Hazard (Group I), Ordinary hazard (Group 1) occupancies shall be defined as occupancies or portions of other occupancies where combustibility is• low, quantity of combustibles is moderate, stockpiles of combustibles do not 2002 Edition exceed 8 ft (2.4 m), and fires with moderate rates of heat release are expected. 5.3.2* Ordinary Hazard (Group 2). Ordinary hazard (Group 2) occupancies shall be defined as occupancies or portions of other occupancies where the quantity and combustibility of contents are moderate to high, stockpiles do not exceed 12 ft (3. 7 m), and fires with moderate to high rates of heat release are expected. 5.4 Extra Hazard Occupancies. 5.4.1 * Extra Hazard ( Group 1). Extra hazard ( Group 1) occu- pancies shall be defined as occupancies or portions of other occupancies where the quantity and combustibility of con- tents are very high and dust, lint, or other materials are present, introducing the probability of rapidly developing fires with high rates of heat release but with little or no com- bustible or flammable liquids. 5.4.2* Extra Hazard (Group 2). Extra hazard (Group 2) occu- pancies shall be defined as occupancies or portions of other occupancies with moderate to substantial amounts of flam- mable or combustible liquids or occupancies where shielding of combustibles is extensive. 5.5* Special Occupancy Hazards. 5.6* Commodity Classification. See Section C.2. 5.6.I General. 5.6.1.1 * Classification of Commodities. 5.6.1.1.1 Commodity classification and the corresponding protection requirements shall be determined based on the makeup of individual storage units (i.e., unit load, pallet load). 5.6.1.1.2 When specific test data of commodity classification by a nationally recognized testing agency are available, the data shall be permitted to be used in determining classifica- tion of commodities. 5.6.1.2 Mixed Commodities. 5.6.1.2.1 Protection requirements shall not be based on the overall commodity mix in a fire area. 5.6.1.2.2 Unless the requirements of5.6.l.2.3 or 5.6.1.2.4 are met, mixed commodity storage shall be protected by the re- quirements for the highest classified commodity and storage arran~ement. 5.6.1.2.3 The protection requirements for the lower com- modity class shall be permitted to be utilized where all of the following are met: (1) Up to 10 pallet loads of a higher hazard commodity, as described in 5.6.3 and 5.6.4, shall be permitted to be present in an area not exceeding 40,000 ft2 (3716 m2). (2) The higher hazard commodity shall be randomly dis- persed with no adjacent loads in any direction (including diagonally). (3) Where the ceiling protection is based on Class I or Class II commodities, the allowable number of pallet loads for Class IV or Group A plastics shall be reduced to five. 5.6.1.2.4 Mixed Commodity Segregation. The protection re- quirements for the lower commodity class shall be permitted to be utilized in the area of lower commodity class, where the higher hazard material is confined to a designated area and I I I I I I I I I I I I I I I I I I I 1 HIGH-Pl£;.ED COMBUSTIBLE STORAGE 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 burning rate similar to those of ordinary combustibles. Examples of Group C plastics include, but are not lin')ited 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 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 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 analy~is. 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 t],le density/area figures provided in NFPA 13. The contiguous area <;>ccupied by t~e higher haz- ard commodity shall not exceed 120 square feet (111 m2) and additional areas of higher hazard commodity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprin- kler system shall be capable of delivering the higher density 282 over a minimum area of 900 square feet (84 m2) for wet pipe sy1,,tems and 1,200 square feet (11 m2) for dry pipe systems. The shape of the design area shall be in accordance with Section 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. 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 obstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches (610 mm) shall be maintained in 48-inch (1219 mm) or smaller aisles, and a minimum unobstructed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 48 inches (1219 mm). During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches (1118 mm) shall be maintained in accordance with Section 2306.9. 2305.5 Pile dimension and height limitations. Pile dimen- sions and height limitations shall comply with Section 2307 .3. 2305.6 Arrays. Arrays shall comply with Section 2307.4. 2305.7 Flue spaces. Flue spaces shall comply with Section 2308.3. 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. 2007 CALIFORNIA FIRE CODE :; ........ . -· ... ·· :\\C Ji\yr/ '.3:·>.·2·> ~~t:<~;:,1: · ·. . . . . :·· .. ·· · · .CLASSIFY AS--:·"; ... ,.:·;."'"'<· ... "' .. -.. ~:_-/·.:_-/·btASSIFYAS ·· · .. } ', : r:·HrGH~HAZARD . ·-:.-._ -:\coN1MObiTY. . . . ... ··:· . . : -~: · .. _. ... 0 25_ ·-o·· m ;o O· .m z . . --I : OJ ·-<,: --~-:-. m. •. . ·.G) I· -:I: 0 .. . . . :_-:TI. m .. x.-_·.,g_· .z er m-.o= ··· -0 . r )>.·.· (/) .. --f -a· 0. •. < .• · ·. . '\{t~~()~~;~y~~ltJ-lfOt6~1X~A~DEb P!AStlC' . '. ·,::/ .. :\\f.\):.:._.-.t~::<-_.\·/.'. . · .. ·,.:--~i):_::_>_-= /:;::.it.>)~{it.~:ii~ti~jg~i~~---~~~i---< .· . . .... : . ·. . . : ..... 1 ·,~. --·: ·_. :: ·: :~.'_T~fii~~ j;.i?~~~~~ajo :~t:~~~!11 :~~-:c~nim~ti·ci_~~s_~~~t_i:~ri:~f ~. ~d\6~oc1ity _hi.' a--~~~ka~e;_ carton o~ 01,1 a pan~t ~here p_lastics are involved.· . · ·· : · .. · :: .. ··:>o:'Tlie followitigisiah <;:xamp1e·of:licrw.to"apply'tliefigure: _Apackage contamirig·a Class-filconimodity lias 1.2~percent Group A-expanded plastic by volume, The . · ... _. _· .... _:. (··\veighfo{th1fiiHexpariiied0.lliotip·A.plastids)O:percfait,_1'hik·cominotlity:is'ciasslfied-ab:t'.'.:iass ry' coinmod.ity. if·tlie weiglit of the unexpanded plastic is : I>---:i.·:Til/?t~~:er?t?e~?ntr:~c(::r:;i;:::J:Zi1::::i:~d:_:?10~t:-:-<:>.::: .. ::·~-:-:_._<· -~--: : >: . . ---. . , · ... ·:.-.. c.-·Percent:by:volume· r·a1---tt···-·-,·c·'aii"'i'~--d .... lif --ir(:,:-,:., .. 1~ii Y 1f}.I.:3I :~::r;:;f;IiSl"1;J/ ... :,.. · · ···· ·· .. · · · .. ,·: :·: ..... · .r .. · · ~:-._.. -Total:, "'.eight of .paller-load,._-mcludilig.;pallet_--·. I ,<···.. .-.\q.tiiti~;~iiFil,low ,tf ··.· .. · .. ).Z:-1t;u1::~1.~.~~~-•... 283 · . -·/sb -.:50 40 _ 40 "40··: .N'ot'- ·Required· -30 20 -30 400,000. 200,000. . 400,000 · .400,000 400,000_ Not Require·d 75,000 75,000 . 50,000 .· 75,000 _ •' ·:. ,_ .. -. l--~=-'~'-'--'------t-~~~-'-+-~-~-t='-""-'-'----"---+~~--+--"----t---~------------1'-----~~-'--l I L;:J~~:~Z;s,:::tJ;;f;:.i,f,;!::i·;_.}; Ytt ~7. 50 .. . '0 . 15 • 000 . . _·:·.::~, _When ~titoma_il_c_spfiriklei:ia'ret~qtirre4fot re~sc\ns otherthan"those in'·C::liapte(23;·theri6~oii of.tlie'sprinkler system profecting the high-piled storage area shall be . 1.:_:tt::i!f;t,~:et;;~;~:~ri~;~t:ttt~r~t}!~1.::~~ti3~\/f _ ,;.\.:. ;.'-'''-/_:, .-.: .. --- ._ · c.;Piles-sliall:lie·sepai:ated:by:iiisles;complying witlfSectlori:230'6,9;::_ -:::. -_. ·. · <: -_: ·· .-·.: ........ : --. : · .... -. : . _ --d; For.storage iii.'~iccess'ofthe heightiftdicated, speciai·firepiotectloii~liall·he piti"-(;ided·in:accordl\nc~·witli Note:g when required by the fire code official. See also I;· ___ /:' Chapters __ 28'. and ~1-~~i/p~cial "li~t~tioris fot:aeros~Is·:and-fla~a~~~'._a~~·cointustibl~:l~q_u\ds:-tespectively. . . . · _ · · _ --e. Sect10n_503.shall"apply.for fire apparatus access.. .. ·. · . .-::_ .:·.· .. , ..... ·._·_ .. : .::.:. -_ ... · : ... . . . . . · . · ·.--·{For st6ragfexcif~lng°30_feikin:height,Option.Hhall'~e·used:":·,.·._-_-;_:_:.~----~~_-_'::·-_--·: :-_.. · : · ·,: : ___ -·. · ·_ : _ . . . . .. · . -_ :. • 0g:·speda1·J.'iri:p~9.tec'tidnpiovisio'ns'iiiciuciitig,:-biitiicit_furuted to,'.fiie:prcitectrdifof.'expb'seu:;teef~ofoni:ns; in.creased sprinkler density; additioniffin-rack sprinklers, l·: __ i'.·~:~:;;~:~;r~;~~tl#t:~~~~;l;;t;~!:f~:.~®}~jzi,::1:~t~;~:p;:;;t#~~:d;i::;~:t~tttt~~~i;::;;;;:~~;!:;~:=:~;ieb:~~!f~o :. ---.-. d1v1de higli-piled:storage exceedrng_500,000·sqtJare0feet-m·area; .. :,··.<. -·.,·· ':·:·-: ·: -···._:. _,. · -.. :._. ·::. ·_. -. --. ·· _. . · _ _ -. . -. (· Not-i-equirecf:wh~n:aii'aufomatic·-fire::extirtgwshlri.g systirtr"is'designeifaiici"histaiied't~ ptotecrfue·fiigh'-piled·sto~age ~ea: in acco~danc~ with Sections 2307 and ::.-. ;. ::23~~:._:----.·:'.-._:_·_::,_: ::>:.;::: .. _.,<'. .. .-._:_:_.:= .::·: .:· ___ ·:. ".::.:: .:~--·::.:, _-; -:_: ··:: __ :·::·:i.:-:,i_.;··:=_;:.· .-=-:·:_ . : _ · -·._ . . -· · .: · ~ .,.:}:Norrequiied when:st'oiage:areas.are-protected pyearly,suppressiofrfast_respohsi:"(ESFR)'sprinkler systems.installed iii accordance with NFPA 13. This footnote ·: ·.} ·_:shaltii~taPp_ly_._ro·a1iy:st~te·111_st~fiti{oi1.of o~h~~·stare.~oV!iU!doi:stat~0o~cupied'Eu_i!din;gt6,r ot{ie,:/ap~licatio1is listed.in Section· 111 regul~ted h)' tlie Office of the .. -State-Fire Marshal .. __ ._.-:_::-.. ·-._.:.-_. .... __ . ·,. _ .: -· ·:::.:'-:.-._: .. _._ .. ·:: -.. -:,· :;-.·.,.'.-. --. · . -- ··:: ·:. ··· .. ·:: :·· .· :~~.-~···.· ... -.. · -· •,.. .-~: .•. . · ... • . ~. . . . ... . . . __ ~ ·:·. ·. :::"':L)~~iiu:~~<2i6~s:_;;_~~;;~~/ _· -1:_·:·;~:.:·_·:. _· . -· ·. -:-: 2007 CALIFORNIA-FIRE CODE '-----"- -, ___ .. / I I I I I I I I I I I I I I I I I I I 13-118 INSTALLATION OF SPRINKLER SYSTEMS 12,3.1.11.3 "'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. 12.3.I.i2* Horizontal Barriers and In-Rack Sprinklers. Hori- zontal barriers used in conjunction with in-rack sprinklers to impede vertical fire development shall be constructed of sheet metal, wood, or similar material and shall extend the full length and width of the rack. Barriers shall be fitted within 2 in. (51 mm) horizontally around rack uprights. 12;3,l,13 For Storage Up to and Including 25 ft (7.6 m). In double-row and multiple-row racks without solid shelves, a lon- gitudinal (back-to-back clearance between loads) flue space shall not be required. Nominal 6-in. (152.4-mm) transverse flue spaces between loads and at-rack uprights shall be main- tained in single-row, double-row, and multiple-row racks. Ran- dom variations in the width of.flue spaces or in their vertical alignment shall be permitted. (See Section C.13.) 12.3.1.14 For Storage over 25 ft (7.6 m). 12.3.1.14;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. Nominal 6-in. (152.4-mm) longitudinal flue spaces shall be provided in double-row racks. Random variations in the width of the flue spaces or in their vertical alignment shall be permitted. 12.3.1.14.2 In single-row, double-row, or multiple-row racks, a minimum 6-in. (152.4-mm) vertical clear space shall be maintained between the sprinkler deflectors and the top of a tier of storage. Face sprinklers in such racks shall be located a . minimum of 3 in. (76 mm) from raGk uprights and no more than 18 in. ( 460 mm) from the aisle face of storage. Longitu- dinal flue in-rack sprinklers shall be located 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. Such in-rack sprinklers shall be a minimum of 3 in. (76 mm) radially from the side of the rack uprights. 12.3.2 Protection Criteria for Rack Storage of Class I through Class IV Commodities Stored Up to and Including 25 ft (7.6 m) in lleight. 12.3.2.1 Control Mode Density-Area Sprinkler Protection Cri- teria for Rack Storage of Class I through Class IV Commodi- ties Stored Up to and Including 25 ft (7.6 m) in Height. 12.3.2.1.1 The area and density for the hydraulically remote area and the water supply shall be determined as specified in 12.1.10 for storage up to 12 ft (3.7 m) and 12.3.2 for storage over 12 ft (3.7 m). 12.3.2.1.1.1 * Ceiling sprinkler water demand shall be deter• mined in accordance with 12.3.2.1.2 for single-and double-row racks or 12.3.2.1.3 for multiple-row racks. (See Section C.14.) 12.3.2.1.2* Single-or double-row racks for 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/ft2) (mm/min) and area of sprinkler operation [ft2 (m2) of ceiling or roof] shall be se- lected from the density/area curves of Figure 12.3.2.l.2(a) through Figure 12.3.2.l.2(g) that are appropriate for each commodity and configuration as shown in Table 12.3.2.1.2 and shall be modified as appropriate by 12.3.2.1.5. These re- quirements shall apply to portable racks arranged in the same manner as single-or double-row racks. Table 12;3.2.l.2 Single-or Double-Row Racks -Storage Height Up to and Including 25 ft (7,6 m) Without Solid Shelves Ceiling Sprinkler Water Demand Aisles~ With In-Rack Sprinklers Without In-Rack Sprinklers Sprinklers Apply Commodify Mandatory Apply Figure Figure Height Class Encapstilated. ft m In-Rack Figure Curves 12.3.2. 1.5.1 Figure Curves 12.3.2.1.5.1 4 1.2 CandD GandH No No 12.3.2.l.2(a) 12.3.2.1.2(a) Yes 8 2.4 AandB EandF r 4 1.2 CandD GandH Yes No 12.3.2.l.2(e) 12.3.2.l.2(e) Yes 8 2.4 AandB EanclF 4 1.2 CandD GandH No No· 12.3.2.l.2(b) 12.3.2.I.2(b) Yes 8 2.4 AandB EandF rr 4 1.2 CandD GandH O\'er 12 ft (3.7 m), Yes No 12.3.2.l.2(e) 12.3.2.l.2(e) Yes up to and 8 2.4 AandB EandF Yes including 20 ft 4 1.2 CandD GandH (6.lm) No No 12.3.2.l.2(c) 12.3.2.l.2(c) Yes 8 2.4 AandB EandF m .4 1.2 CandD Yes I level 12.3.2.1.2(£) ---8 2.4 AanclB 4 1.2 CandD Ganc!H No No 12.3.2.1.2(d) 12.3.2.l.2(cl) Yes 8 2.4 AandB EandF IV 4 1.2 CandD Yes I level 12.3.2.l.2(g) ---8 2.4 AandB . 2002 Edition I I I I I I I I I I I I I I I I I I I { C 6.1 6000 ,g 5000 11? ~ 0 li; 4000 32 ·E !il-0 3000 co I!! ~ 2000 ·f 0 1000 0.15 8.2 I A BC ~ 0.20 Ceiling sprinkler density (mm/min) 10.2 12.2 14.3 16.3 18.3 D E FG H ~ ,, I\ J ' ,, ' ,, ' I'\ I 0.25 0.30 0.35 0.40 0.45 Ceiling sprinkler density (gpmitt2) STOR_A.GE Curve Legend 20.4 A -Single-or double-row racks with 8-ft (2.44-m) aisles 557 1 with 286°F (141°C) celling sprinklers and 165°F (74°C) in-rack sprinklers C: 465 ·o e B-Single-or double-row racks with 8-11 (2,44-m) aisles with 165°F (74°C) ceiling sprinklers 372 279 Single po 186 int nly 93 design o I I II II ' 0.50 Q) a. 0 li3 and 165°F (74°C) :;;; ·E In-rack sprinklers lil" 0-Single-or double-row racks 0 with 4-ft (1.22-m) aisles or multiple-row racks with i 2ae°F (141°C) ceiling c sprinklers and 165°F (74°C) o, In-rack sprinklers ' 0 gi D-Single-or double-row racks with 4-ft (1.22-m) aisles or multiple-row racks with 165°F (74°C) ceiling sprinklers and 165°F (74°C) In-rack sprinklers FIGURE 12.3,2.1.2(c) Sprinkler System Design Curves -20-ft (6.1-m) High Rack Storage - Class III Nonencapsulated Commodities -Conventional Pallets. 8.2 60Q0 % C: o 5000 l~ Q) 8- li; 4000 32 C: ·;:: !il- 0 co I!! co C: 0) ·;;; Q) 0 3000 2000 1000 0.20 Celling sprinkler density (mm/min) 10.2 12.2 14.3 16.3 18,3 20.4 I ( i? p@ I A BC D H \ ' ' "' 0.25 0.30 0.35 0.40 0.45 0,50 Ceiling sprinkler density (gpm/ft2) 22.4 "" 0.55 24.5 557 1 C: 465 ,Q ~ Q) a. 0 372 :» ·32 279 186 93 0.60 .§ a. (/) 0 co I!! co C: C) 'iii (I) 0 Curve Legend A -Single-or double-row racks with 8-ft (2.44-m) aisles with 286°F (141°C) ceiling sprinklers and 165°F (74°C} in-rack sprinklers B-Single-or double-row racks with 8-ft (2.44-m} aisles with 165°F (74°C) ceiling sprinklers and 165°F (74°C} in-rack sprinklers 0-Single-or double-row racks wit}l 4-ft (1.22-m) aisles or multiple-row racks with 286°F {141 °C) ceiling sprinklers and 165°F (74°G) in-rack sprinklers D-Slngle-or·double-row racks with 4-ft (1.22-m} aisles or multiple-row racks with 165°F (74°C) celling sprinklers and 165°F (74°C) In-rack sprinklers FIGURE 12.3,2.l.2(d} Sprinkler System Design Curves -20-ft (6.1-m) High Rack Storage - Class IV Nonencapsulated Commodities --Conventional Pallets. .. 13-121 Curve Legend E-Single-or double-row racks with 8-ft (2.44-m) aisles and 286°F (141 °C) ceiling sprinklers F-Single-or double-row racks with 8-ft (2.44-m) aisles and 165°F (7 4°C) ceiling sprinklers G-Single-or double-row racks with 4-ft (1.22-m) aisles and 286°F (141°C) ceiling sprinklers H-Single-or double-row racks with 4-ft (1.22-m) aisles and 165°F (74°C} ceiling sprinklers /-Multiple-row racks with 8-ft (2.44-m) or wider aisles and 286°F (141 °C) ceiling sprinklers J-Multiple-row racks with 8-ft (2.44-m) or wider aisles and 165°F (74°C) ceiling sprinklers Curve Legend Ci):--Sl~g~ double-row racks wit~2.44-m} aisles , and 286°F (141°C) ceiling sprinklers F-Single-or double-row racks with 8-ft (2.44-m) aisles and 165°F (74°C) ceiling sprinklers @-Sing;-r double-1ow racks with ij.f 1.22-m) aisles and 2 G°F (141"C) ceiling sprinklers H-Single-or double-row racks with 4-lt (1.22-m} aisles and 165°F (74°C) ceiling sprinklers 2002 Edition I I I I I I I I I I I I I I I I I I I 13-126 INSTALLATION OF SPRINKLER SYSTEMS 175 150 ~ 125 C: ~ ~ 5 100 C: .Ql en Ql -o 75 0 1: ~ 60 &_ 50 25 0 -- 0 _3_66 Height of storage (m) 3.05 4.57 6.10 7.62 9.14 10. 67 I I I I 1· I I I , --I I I I I I I I 10 12 15 20 25 30 35 Heighfof storage (ft) FIGURE 12.3.2.1.5.1 Ceiling Sprinkler Density vs. Storage Height. Reduced design area of sprinkler operation (m2) 138 186 232 279 325 372 418 6000 557 I I I 5500 ~ ';; 5000 0 ~ ID §" 4500 ID 32 C: I 4000 0 m ~ 3500 CJ) ·w Ql -0 ~ 3000 ·a 8 2500 I I I I I I I I I I • I I , ;1 I II I ,,, I I I I ~ I ,., J I I I/ IJ , J 1, ' I ' I I I 511 1 465 § ~ Ql 0. 418 ~ Ql 32 C: ·g_ 372 en 0 «s ~ «s 325 §i I 279 ~ ·a 8 232 I I 2000 186 1500 2000 2500 3000 3500 4000 4500 Reduced design area of sprinkler operation (ft2) • $ p'( /2-'IS 1£5-~fO/lkt, ~ up ,O 11 (v1. # t..l er A1~t.-e:;1-&rO/i..Aa~ uP ro is-i==--r: FIGURE 12.3.2.1.5.7 Adjustment ofDesignArea of Sprinkler Operation for Clearance from Top of Storage to Ceiling. Table 12.3.2.1.5.3 Adjustment to Ceiling Sprinkler Density for Storage Height and In-Rack Sprinklers Storage Height Over 12 ft (3.7 m) through 25 ft (7:6m) Over 12 ft (3.7 m) through 20 ft (6.1 m) Over 20 ft (6.1 m) through 24ft (7.5 m) 2002 Edition In-Rack Sprinklers None Minimum required More than minimum, but not in every tier In every tier Minimum required More than minimum, but not in every tier In every tier Apply Figure 12.3.2.1.5.1 for Storage Height Adjustment Yes Yes Yes Yes No No . No Permitted Ceiling Sprinklers Density Adjustments Where In-Rack Sprinklers are Installed None None Reduce density 20% from that of minimum in-rack sprinklers Reduce density 40% from that of minimum in-rack sprinklers None Reduce density 20% from that of minimum in-rack sprinklers Reduce density 40% from that of minimum in-rack sprinklers I , I I I I I ------ I I I I I I I I I I I I -_ __,, I ,I HIGH-PILED COMBUSTIBLE STORAGE 2. An automatic snioke 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 ·sto:r;age system upon the activation of a single detector. 3. A single dead-man-type control switch that allows the operation of the carousel storage system only when the operator is present. The switch shall be in the same room as the carousel storage system and located to provide for observation of the carousel system. 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 and NFPA 230. Palletized storage of records shall be in accordance with Section 2307. TABLE 2308.3 REQUIRED FLUE SPACES FOR RACK STORAGE SPRINKLER AT THE CEILING WITH OR WITHOUT AUTOMATIC SPRINKLER MINIMUM IN-RACK SPRINKLERS RACK PROTECTION :,; 25 feet CONFIGURATION Storage height Option 1 Option2 > 25feet Sizeh 3 inches Not Applicable 3 inches Transverse flue Single-row rack space Vertically Not Required Not Applicable Yes _ aligned Longitudinal flue space Not Required Not Applicable Not Required Sizeh 6 inches• 3 inches 3 inches Transverse flue Double-row rack space Vertically Not Required Not Required Yes aligned Longitudinal flue space Not Required 6inches 6 inches Sizeb 6 inches Not Aoolicable 6 inches Transverse flue -- Multi-row rack space Vertically Not Required Not Applicable Yes aligned Longitudinal flue space Not Required Not Applicable Not Required For SI: 1 inch= 25.4 mm, I foot= 304.8 mm. a. Three-inch transverse flue spaces shall be provided-at least every IO feet where ESFR sprinkler protection is provided. b. Random variations are allowed, provided that the configuration does not obstruct water penetration, 2007 CALIFORNIA FIRE CODE IN-RACK SPRINKLERS AT EVERY TIER NONSPRINKLERED Any height Any height Not Required Not Required Not Applicable Not Required Not Required Not Required Not Required Not Required Not Applicable Not Required Not Required Not Required Not Required Not Required Not Applicable Not Required Not Required Not Required 287 I STORAGE 13-117 I 12.2.3.4 Special Design for Palletized, Solid Piled, Bin Box, or Shelf Storage of Plastic and Rubber Commodities. (Reserved) I 12.3 Protection of Commodities Stored on Racks. (See Section C.9.) 12.3.1 Protection Criteria -General. I 12.3.1.1 This sectionshall apply to storage of materials repre- senting the broad.range of combustibles stored in racks. 12.3.1.2* Sprinkler Protection Criteria. 12.3.1.2.1 Sprinkler protection criteria for the storage of ma- I terials on racks shall be in accordance with 12.3.2 or 12.3.3 for storage up to 25 ft (7.6 µi), and lt3.4 and 12.3.5 for storage over 25 ft (7.6 m). I. 12.3.1.2.2* Protection criteria for Group A plastics shall be permitted for the protection of the same storage height and configuration of Class I, II, III, and IV commoditit::s, 12.3.1.3 Hose connections shall not be required for the pro- I tection of Class I, II, III, and IV commodities stored 12 ft (3.7 m) or less in height. 12.3.1.4 The design figures indicate water demands for or- dinary temperature-rated and nominal high temperatures I rated sprinklers at the ceiling. The ordinary-temperature design densities correspond to ordinary temperature-rated sprinklers and shall be used for sprinklers with ordinary- I and intermediate-temperature classification. The high- temperature design densities correspond to high temperature-rated sprinklers and shall be used for sprin- klers having a high temperature rating. 12.3.1.5 Ordinary-and intermediate-temperatur~ sprin- klers with K-factors of 11.2 or larger, where listed for stor- age, shall be permitted to use the densities for high- temperature sprinklers. I 12.3.1.6 Movable Racks. Rack storage in movable racks shall be protected in the same manner as multiple-row racks: I I I I I I I I 12.3.1.7 Fire Protection of Steel Colwnns -Columns within Storage Racks of Class I through Class IV and Plastic Com- modities. (See Section C.10.) 12.3.1.7.1 Where sprinkler protection of building columns within the rack structure or vertical rack members supporting the building are required in lieu of fireproofing, sprinkler protection in accordance with one of the following shall be provided: (1) Sidewall sprinklers at the 15-ft (4.6-m) elevation, pointed toward one side of the steel column (2) Provision of ceiling sprinkler density for a minimum of 2000 ft2 (186 m2) with ordinary 165°F (74°C) or high tem- perature 286°F (141 °C) rated sprinklers as shown in Table 12.3.1.7.1 for storage heights above 15 ft (4.6 qi), up to and including 20 ft (6.1 m) (3) Provision oflarge drop, specific application control mode or ESFR ceiling sprinkler protection 12.3.1.7.2 The flow from a column sprinkler(s) shall be permitted to be omitted from the sprinkler system hydrau- lic calculations. 12.3.1.8 High-Expat1Sion Foam. 12.3.1.8.1 * Where high-expansion foam systems are installed, they shall be in accordance with Nf PA l lA, Standard for Medium-and High-Expansion Foam, and they shall be automatic in operation, unless modified by this standard. Table 12.3.1.7.1 Ceiling Sprinkler Densities for Protection of SteelBuilcling Colu!'lll!i! Aisle Width Commodity 4ft (1.2m) 8 ft (2.4m) Classification gpm/ft2 (L/min)/m2 gpm/ft2 (L/min)/m2 Class I 0.37 15.1 0.33 13.5 Class II 0.44 17.9 0.37 15.1 Class III 0.49 ' 20 0.42 17.1 Class IV and 0.68 27.7 0.57 23.2 Plastics 12.3.1.8.2 In-rack sprinklers shall not be required where high-expansion foam systems are used in combination with ceiling sprinklers. 12.3.1.8.3 Detectors for High-Expansion Foam Systems. 12.3.1.8.3.1 Detectors shall be listed and shall be installed in one of the following configurations: (1) At the ceiling only where installed at one-half the listed linear spacing [e.g., 15 ft x 15 ft (4.6 m x 4.6 m) rather than at 30 ft x 30 ft (9.1 m x 9.1 m)]; at the ceiling at the listed spacing and in racks at alternate levels (2) Where listed for rack storage installation and installed in accordance with the listing to provide response within 1 minute after ignition using an ignition source that is equivalent to that used in a rack storage testing program 12.3.1.8.3.2 Ceiling detectors alone shall not be used where . the ceiling/roof clearance from the top of the storage exceeds . 10 ft (3.1 m) or the height of the storage exceeds 25 ft (7.6 m). 12.3.1.8.4 Detectors for preaction systems shall be installed in accordance with 12.3.1.8.3. 12.3.1.9 Solid Shelving. 12.3.1.9.1 ·w11ere solid shelving in single-, double-, and multiple-row racks exceeds 20 ft2 but does not exceed 64 ft2 in area, sprinklers shall not be required below every shelf, but shall be installed at the ceiling and below shelves at intermediate levels not more than 6 ft (2 m) apart vertically. (See Section C.11.) 12.3.1.9.2 Where solid shelving in single-, double-, and multiple-row racks exceeds 64 ft2 in area or where the levels of storage exceed 6 ft (2 m), sprinklers shall be installed at the ceiling and below each level of shelving. 12.3.1.10 Open-Top Combustible Containers. See Section C.12. 12.3.1.11 In-Rack Sprinklers. 12.3.1.11.1 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. 12.3.1. 11.2 When in-rack sprinklers are necessary to protect a higher hazard commodity that occupies only a portion of the length of a rack, in-rack sprinklers shall be extended a mini- mum of 8 ft 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 need not be extended actoss the aisle. 2002 Edition I I I I I I I I I I I I I I I I I I STORAGE 13-127 12.3.2.1.5.8 Where clearance from ceiling to top of Class I or Class I encapsulated storage is 1 ½ ft to 3 ft ( 0. 46 m to O. 91 m), the sprinkler operating area indicated in curve F only of Fig- ure 12.3.2.l.2(e) shall be permitted to be reduced by 50 fer- cent but shall not be reduced to less than 2000 ft2 (186 m ). 12.3.2.1.5.9 Where solid, flat-botton, combustible pallets are used with storage height up to and including 25 ft (7.6 m), the densities that are indicated in the design curves shown in Fig- ure 12.3.2.l.2(a) through Figure 12.3.2.L2(g), based on con- ventional pallets, shall be increased 20 percent for the given area. The percentage shall be applied to the density deter- mined in accordance with Figure 12.3.2.1.5.1. The increase in density shall not apply where in-rack sprinklers are installed. 12.3.2.1.6* The minimum water supply requirements for a hydraulically designed occupancy hazard fire control sprin- kler system shall be determined by adding the hose stream demand from Table 12.3.2.1.6 to the water supply for sprin- klers determined in 12.3.2.1. This supply shall be available for the minimum duration specified in Table 12.3.2.1.6. (See Section C.8.) 12.3.2.1.6.1 An allowance for inside and outside hose shall not be required where tanks supply sprinklers only. 12,3,2,1.6,2 Where pumps taking suction from a private fire service main supply sprinklers only, the pump need not be sized to accommodate inside and outside hose. Such hose allowance shall be considered in evaluating the avail- able water supplies. 12.3.2.2 Large Drop Sprinklers and Specific Application Control Mode Sprinklers for Rack Storage of Class I through Class IV Commodities Stored Up to and Including 25 ft (7 .6 m) in Height, 12.3.2.2.1 Protection of single-, double-, and multiple-row rack storage without solid shelves for Classes I through IV com- modities shall be in accordance with Table 12.3.2.2.1 (a) or Table 12.3.2.2.1 (b). 12.3.2.2.2 Where in-rack sprinklers are required by Table 12.3.2.2.1 (a) and Table 12.3.2.2.1 (b), in-rack sprinkler spac- ing, design pressure, and hydraulic calculation criteria shall be in accordance ·with the requirements of 12.3.2.4 as appli- cable for the commodity. 12.3,2.2.3 Protection shall, be provided as specified in Table 12.3.2.2.l(a) and Table 12.3.2.2.l(b) or appropriate NFPAstandards in terms of minimum operating pressure and the number of sprinklers to be included in the design area. 12.3.2,2.3.1 For design purposes, 95 psi (6.6 bar) shall be the maximum discharge pressure at the hydraulically most remote sprinkler. 12.3.2.2.3,2 Open Wood Joist Construction, (A) Where larg.e drop K-11.2 sprinklers are installed under open wood joist-construction, their minimum operating pres- sure shall be 50 psi (3.4 bar). (B) v\lhere each joist channel of open, wood joist constmc- tion is fully fire-stopped to its full depth at intervals not ex- ceeding 20 ft (6.1 m), the lower pressures specified in Table 12.3.2.2.1 (a) shall be permitted to be used. 12,3,2.2.3.3 The design area shall be a rectangular area hav- ing a dimension parallel to the branch lines at least 1.2 times the square root of the area protected by the number of sprin- klers to be included in the design area. Any fractional sprin- kler shall be included in the design area. 12.3.2.2.3.4 Hose stream demand and water supply duration requirements shall be in accordance with Table 12.3.2.2.l(a) and Table 12.3.2.2.l(b). . 12.3.2,2.3.5 Preaction Systems. (A) For the purpose of using Table 12.3.2.2.1 (a) and Table 12.3.2.2.1 (b), preaction systems shall be classified as dry pipe systems. (B) Where it can be demonstrated that the detection system activating the preaction system will cause water to be at the sprinklers when they operate, preaction systems shall be per- mitted to be treated as wet pipe systems. 12.3,2.2.3.6 The nominal diameter of branch line pipes (including riser nipples) shall meet the following: (1) Pipe diameter shall not be not less than 1 ¼ in. (33 mm) nor greater than 2 in. ( 51 mm). (2) Starter pieces shall be permitted to be 2½ in. (64 mm). (3) Where branch lines are larger than 2 in. (51 mm), the sprinkler shall be supplied by a riser nipple to elevate the sprinkler 13 in. (330 mm) for 2½ in. (64-mm) pipe and 15 in. (380 mm) for 3-in. (76-mm) pipe. These dimen- sions are measured from the centerline of the pipe to the deflector. In lieu of this, sprinklers shall be permitted to be offset horizontally a minimum of12 in. (305 mm). 12.3.2,2,3.7 Building steel shall not require special protection where Table 12.3.2.2.1 (a) and Table 12.3.2.2.1 (b) is applied as appropriate for the storage configuration. 12,3.2.3* Early Suppression Fast-Response (ESFR) Sprinklers for Rack Storage of Class I through Class IV Commodities Stored Up to and Including 25 ft (7.6 m) in Height. 12.3.2.3.1 Protection of single-, double-, and multiple-row rack storage of Classes I through IV shall be in accordance with Table 12.3.2.3.1. Table 12.3,2.1.6 Hose Stream De~and and Water Supply Duration Requirements for Rack Storage of Class I through Class IV Commodities Stored Up to and Including 25 ft (7.6 m) in Height Total Combined Inside and Outside Storage Height Inside Hose Hose Commodity Duration Classification ft m gpm L/min gpm L/min (minutes) Class I, II, and III Over 12 Over 3.7 0, 50, or 100 0, 190,380 500 1900 90 Class IV Over 12 Over 3.7 0, 50, or 100 0,190,380 500 1900 120 2002 Edition .. • .. " .• ,· . . . . . . -" ~ ~ ... -: . . . ' . . . . . . . . -~-. . . ,•" · .. ··· •' . -... " ' '·-' . . -.-. ... . . . · " .. . ' . . . . - -·· -··· .. -:; __ ::_ .:;_:_::,.-i."::---._( ·:./. :r.A~tE'.;o~:1_:·,; __ :-.. : .. -:. :-_:.-_· :-_-.·_:-: :) .. ·. ·. :~·.>:·> :.906-~~-:_:Un:i.bst;tided: arici" -u~ohs~~red: Portable fire I .. ADDITIONAL"REQUIRED PORTABLE-FIRE EXTINGUISHERS .. : ·.: . :extingiiishers shall not be obstructed ot·obscured from view. In _-.-SECTION'· :· .. : .-· :·. ·. :suBJECl' ·: :· · : ·· _...... · :· · .. _··rooms or:areas .in which= visual obstruction cannot be· com- .-. 303.5 Asphalt kettles_._. ,_,:· ·: . ·._:--_:·. pletelY:avoided;. means shall be provided to indicate-the loca~ - · ·:-:·. tions ofextirtguishers: · I _ 1-'3C..:0..:..7_;_.5 __ ..,....:o_,c,p_;_en_··_burm'-=--'---·n,.,_g·· __,_·._·._ .. :_. ~: _···_ ... _.-'--'_:·.~--· ..... i·~· :~··:_· ~:·~~-----"--'---1: . ·-.. --308.4 Ooen'flam.es-torches·:-·.::·._' .... _·.-:-.-·. · ___ .. : ·_ .· ·_._---:._ TABlE 906.3(1) · .. . :. . · . . ·_ : . ·· · -~ FIRE·EXTiNGUl$HERS FOR CLASS A FIRE HAZARDS ... · Powered industriaffrucks' _ · ., · -· '·. · I. :·. _ _. 1105.2 ... _..: ~c:rafttowirig_verudes:·> . .-< ... _·: _ -. 1105.3 .> Aircraft welding apparatus -:. -·. ',. _ ... .. . , .. ·.· .. .. .. .• -· .. .. -·-. . . · :.LIGHT ORDINARY · EXTRA : (Low) . (Moderate) (High) : ·HAZARD-HAZARD HAZARD . · OCCUPANCY . OCCUPANCY. OCCUPANCY_ Minimum··. 1105.4 Aircraft fuel-serviciiigtank vehicles : , . I_.:::··: -1105.5::·<· . -Aircrafthydrartt_fuel7Servicin1i; \rehicles. .. . 1105.6. :-Aircraft fuel-clispensinjfstations :: 1107.?-J· :-, Heliports'andlielistcmii':. -_ : · .·. I·._· f-1_20_8_.4_-_,__-'-:--. _ _-+-·D_ry_,,__·· ·_.:c_le_iirun_-·__,tg~t,~Jl_ah_· ts_··--'~'_--~:-~--~· --c...·· ~:~~~~~ 1415: 1 .-:" ,: . :·. Buildings under:constrilction oi dettiolitfon. -_. -. Rated.Single . Extinguisher- Maxihiutri"· --Floot"-Area·Per.-- ::. :· 2;Ac 2-A 4-A" .. . 3,000: 1,500 ., 1,000 _ _::. square feet:: square feet square feet Unit"t>f A··_-·-.:' ·- Maxihmm .°Il,250 11,250 11,250 · Flo·or Ateil.::F6f I.; __ ·:_ 1417.3 ·. ,. : Rciofilig·operations· . · --_ · ··· 1504.4J·.--.:. 'svrav~flhishin:g ooerafioils '_: ,. 1----~'-1-.....__,__ __ --"'-..,....-------~~-~--; Extinsrtrish~rb Maximum Travel.Distance sqtill!-"e feet square feet Square feet = :-.-15.fe~t ·. 75 feet 75 feet · to Bxtininiisher .. .. .. . . 1-1..;.5..;.0_5._4_.2_··~-·-·1-D_i.._p-_•f_ank_·o_.ib_e_ra_·tl_b_ns_·~:-~--··:_·_:_·:_:'---~----~--;··.·- I:-._ 1506.4.2-._·· .. , P~wder~coatingareas::-::'>_ .-:-· · ... -· -. :-. >----~'-"!-----~-~~~~~~-~~-~ ...... · For SI: ·.-'!·foot= 304.8 mm; 1 square foot= 0:0929m2, 1 gallon= 3.785 L: - 1904.2 . · · · . Lumberyards/woodworkfrig facilities . ·· __ . . ·": · . a. 1wo· 2.5°gallo1i"water-type_ extinguishers-shall-be deemed the equivalent of t------1-------"-----_-----~--'-'-----'-'-l __ '.. · ···one4°Arated·eitfoguisher.: · : · _ .. _ · _ . 1908:8. _-_:. ·:-·i<'ecycling facilitiei(_-:· · -· --· ·. · ·1{Anriex:i:t3.3 ofNFPA lOprovides rrioredetails concerning application of the 1909;5. ·. ·:-.-Extencirlumhedtotage-: : . . .. maximum floor area criteria .. t-----'-+-------~~----------1 . -· .. c:·.1\vo-.water-type·extinguishers each with a-l~A tatirig shall be deemed the . 2003.5 : < Organic-coating. areas -· ·: > .· -: : _· : : --· _-_---equivalent ofone 2-A rated extiilguisherfor Lighf (Low) Hazard Occupan- 1-- -2106.3-.... -:-=-Industrial overts·: .:-: -,._. .. ·:·_· .. -: .-·-· · .... ::cies. · MAXIMUM TRAVEL . BASIC.MINIMUM DISTANCE TO EXTINGUISHER EXTINGUISHERS . RATING (feet) 1 ·_:_-:·: 2508.2'.. _ _.. ··: ~irer~buil~g/st~r-age·-· ·: . , . ·-_:: ... -2604.2.6: · Weldmgandotlierhotwork _ ·. -, ,: ·:--.-·· · · 2903:6·---,·: .:-. Ci:iinbustible·fibers'.::: ---. -· . · -_·: .·_·._.: Ligiii:"(L~w) .... .'·'·. ---orciinarr (.Moderate) 1---_.._:_3308.U::.::Ffreworks-...... _· : . . ~ ·._-. __ ·. __ :_· · 3403.2:r_ :·~-Flainmable"and combustible liauids,"general. -· · :.-.. ·_ .. . :-. : . Exira (High)" - -5-B 30 · 10-B" · ·so 10-B 30 20-B 50 40:B 30 - 80-B 50 I . 34021-:3.3.1.-_· Iildcior·storage·of.flairunable andcombtistibleikjtiids·-··\ :· ·Foi:_Sit) inclf= 25.4mm, 1 foot= 304.8 mm. · · ·.-.. . .. . .._ . . ... .... . -, : :_ -NOTE. For requirements oil-water-soluble flarilinable liquids and alternative -. 3404-_/;-5:2 Liquid-storage rooms.for flaminabfo and_·coinbustible · ·_.:.. _.sizing criteria; see Sectiori 4.3 ofNFPA 10. · · · · liquids ·. · . ·· · .. -· · · -· ..... ·. ... : -., -. . --·· ·. _ . ·· : . : ._ · :---... __ ... . . _ . . . _. · :·<906.7_:Hangers-and -brackets. Hand~held portable fire I_·-_. _ 3405.4.9·_ : Solvent clistillaMnumts · ·.-.· :: ·. · · · . -· --·· :. ·.-·· ·._·extinguishers, not housed m·cabinets,-shall be installed.on the . · _3406_2,.7 :· :.-Farm~ ~d ~o~sb'.iictioff ~ites-fl~abl~;~d; _ ··:.: _ . __ .: · ·_:_: .)angers ·_of Brackets -supplied. !fangers or: brackets shall ?e··. . _, :·-.··. combustible liaruds storage_·: :.::·. ___ .:.-._ . : . ·:. -·· -_securely anchored to the mounting surface in·a:ccotdance with .-_·. ·.--· ·-------:: Bulkplants-ill.dtetmirials'for.flainmable arid-: ---.-.; __ ,:· ':: · :the manufacturer's installation instructions. 321-ot5.4.10.1. · .. b "bl 1·. 'd . . . · · .. · . . . . . . . .-com usti e iqui s . _--_: · . · -.. · .:: ··:. ·_ ::,-·: · ·-·· · . · ·· 906.s··-cabinets. Cabinets used to house portable fire . -3406_5:415.: : __ Commefci3!,:ind~stri:i1/go:':eniinent~.or:: .. .-_ .. ·.-_._ · : ·: · ·extinguishers shalf hot be locked .. . manufacturtng·estabhshments-fue1 ~spensmg :-: . _ · .. -·· _ . . _ 1-. __ . 3406 6-4 Tank ... h" ·1 " fl bl · d b 'bl li ·d· · ·· .-._.::Exceptions: · . : : · ·._. _ve 1c es 1or· amma e aif com ust1 e 1am s __ . . . :·-_. ... . _ _ . . _ -3606:"5.?-._,: -Flariunablcfsolids· :·:·.: . : · . . .. . . -: ...... : ·. : -:· ·:--.. =: L _ ~here portable fire extinguis~ers s~bject to mali- .. · .... -_. _ ·· __ . ., .. .-. · ._ . , ... ,, · ·c1ous-use or damage are provided· with a means of --. 3808.2·: :·-LP0gas .-: · --·_ . : : : ·._ -· --: · .· : ... :_: :·._· :-_.-ready access .. I 1-104 .. . .. . . ... ~ . . ·.: JANUAR\i'i.; :mliil sil~PLEME~f_ -· · 2007 CALIFORNIA FIRE CODE -~- ------ I I I I I I I I I I I I I I I I I I 'HIGH·PIL'ED COMBUSTIBLE STORAGE 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 rubber 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. IDGH-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 norunechanical 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 construction located in racks and which obstructs 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 Classification of commodities. Commodities shall be classified as Class I, II, III, IV or high hazard in accordance with this section. Materials listed within each commodity clas- sification are assumed to be unmodified for improved combus- tJ.bility characteristics. Use of flame-retarding modifiers or the physical form of the material could change the classification. See Section 2303.7 for classification of Group A, B and C plastics. 2303.2 Class I commodities. Class I commodities are essen- tially noncombustible products on wooden or nonexpanded polyethylene solid deck pallets, in ordinary corrugated cartons with or without single-thickness dividers, or in ordinary paper wrappings with or without pallets. Class I commodities are allowed to contain a limited amount of Group A plastics in accordance with Section 2303.7.4. Examples of Class I com- modities include, but are not liI)lited to, the following: Alcoholic beverages not exceeding 20-percent alcohol Appliances noncombustible, electrical Cement in bags Ceramics Dairy products in nonwax-coated containers (excluding bottles) Dry insecticides Foods in noncombustible containers 280 Fresh fruits and vegetables in nonplastic trays or containers Frozen foods Glass Glycol in metal cans Gypsum board Inert materials, bagged Insulation, noncombustible Noncombustible liquids in plastic containers having less than a 5-gallon (19 L) capacity Noncombustible metal products 2303.3 Class II commodities. Class II commodities are Class I products in slatted wooden crates, solid wooden boxes, multi- ple-thickness paperboard cartons or equivalent combustible packaging material with or without pallets. Class II commodi- ties are allowed to contain a limi,ted amount of Group A plastics in accordance with Section 2303.7.4. Examples of Class II commodities include, but are not limited to, the following: Alcoholic beverages not exceeding 20-percent alcohol, in combustible containers Foods in combustible containers Incandescent or fluorescent light bulbs in cartons Thinly coated fine wire on reels or in cartons 2303.4 Class III commodities. Class III commodities are commodities of wood, paper, natural fiber cloth, or Group C plastics or products thereof, with or without pallets. Products are allowed to contain limited amounts of Group A or B plas- tics, such as metal bicycles with plastic handles, pedals, seats and tires. Group A plastics shall be limited in accordance with Section 2303.7.4. Examples of Class III commodities include, but are not limited to, the following: Aerosol, Level 1 (see Chapter 28) Combustible fiberboard Cork, baled Feed,bagged Fertilizers,bagged Food in plastic containers Furniture: wood, natural fiber, upholstered, nonplastic, wood or metal with plastic-padded and covered arm rests Glycol in combustible containers not exceeding 25 percent Lubricating or hydraulic fluid in metal cans Lumber Mattresses, excluding foam rubber and foam plastics Noncombustible liquids in plastic containers having a capacity of more than 5 gallons (19 L) Paints, oil base, in metal cans Paper, waste, baled Paper and pulp, horizontal storage, or vertical storage that is banded or protected with approved wrap Paper in cardboard boxes 2007 CALIFORNIA FIRE CODE -~----, I I I I I I I I I I I I I I I I I I I • J Group A (See Note) I STORAGE -Plastics Group-B Class IV ., Group C Class Ill Expanded Nonexpanded I Free-flowing Class IV Cartoned ~ Stable Unstable Table 12.2,3.1.6 Table 12.2.3.1.6 Column E Column D I Exposed· Unstaole Table 12.2.3.1.6 Column A ~- Stable Table 12.2.3.1.6 Column B Unstable Solid Unit l:.oad Table 12.2.3.1.6 Table 12.2.3.1.6 Column 6 Column A Stable I Cartoned Table 12.2.3.1.6 ColumnC Note: Qartons that contain Group A plastic material shall be permitted to be treated as-Class IV commodities under the followlng conditions: (a) There shall be multiple layers of corrugation or equivalent outer material that would significantly delay fire involvement of-the Group A plastic (b) The amount and-arrangement of Group A plastic material within an ordinary carton would not be expected to significantly increase the fire hazard FIGURE 12.2.3.1.1 Decision Tree. Exposed Table 12.2.3.1.6 Column E 13-113 I Table 12.2.3.1.6 Design Densities for Palletized, Solid Piled, Bin Box, or Shelf Storage of Plastic and Rubber Commodities Storage l)ensity Height Roof/Ceiling Height A B C ft m ft m gpm/ft2 mm/min gpm/ft2 mm/min gpm/ft2 mm/min <" -D 1.52 up to 25 up to 7.62 Curve 3 Curve 3 Cm"l'e3 Cmve3 Curve·3 Curve 3 up to 15 up t64.57 0.2 8.2 Cun·e5 Cun•e5 0.3 12.2 ::; 12 3.66 >15 to 20 >4.57 to 6.1 0.3 12.2 0.6 24.5 0.5 · 20.4 >20 to 32 >6.l to 9.75 0.4 16.3 0.8 32.6 0.6 24.5 up to 20 up to 6.1 0.25 10.2 0.5 20.4 0.4 16.3 15 4.5 >20 to 25 >6.l to 7.62 0.4 16.3 0.8 32.6 0.6 24.5 >25 to 3(, >7.62 to 0.45 18.3 0.9 36.7 0.7 28.5 10.67 up to 25 up to 7.62 0.3 12.2 0.6 24.5 0.45 18.3 20 6.1 >25 to 30 >7.62 to 9.14 0.45 18.3 0.9 36.7 0.7 28.5 >30 to 35 >9.14·to 0.6 24.5 1.2 48.9 0.85 34.6 10.67 up to 30 up to9.H 0.4 16.3 0.75 30.6 0.55 22.4 25 7.62 >30 to 35 >9.14 to 0.6 -24.5 1.2 48.9 0.85 34.6 10.67 Notes: 1. Minimum clearance between sprihkler deflector and top of storage shall be maintained as required. 2. Column designations correspond to the-configuration of plastics storage as follows: A: {1) Nonexpanded, unstable (2) Non expanded, stable, solid unit load B: Expanded, exposed, stable C: (1) Expanded, exposed, unstable (2) Nonexpanded, stable, cartoned D: Expanded, cartoned, w1stable E: (1) Expanded, cartoned, stable (2) None:xpanded, stable, exposed 3. Cun•e 3 = Density required by Figure 12.1.10 for Cun•e 3 Curve 4 = Density required by Figure 12.1.10 for Curve 4 Curve 5 = Density required by Figure 12.1.10 for Curve 5 gpm/ft2 Cun•e 3 Cun·e4 Cun-e5 0.45 0.3 0.45 0.55 0.35 0.55 0:1 0.45 0.7 4. Hose streams and durations shall be as follows: :,;5 ft 250 gpm ancl 90 minutes; >5 ft to ::;20 ft 500 gpm and 120 ininute$, >20 ft to S25 ft 500 gpm and 150 minutes. D E mm/min gpm/ft2 mm/min Curve 3 Cm,•e 3 Cun·e 3 Cm"l'e4 Cm.-e5 Cun•e 5 Curve5 Cun•e5 Cm'l'e 5 18.3 0.7 28.5 12.2 0.45 18.3 18.3 0.7 28.5 22.4 0.85 34.6 14.3 0.55 22.4 22.4 0.85 34.6 28.5 1.1 44.8 18.3 0.7 28.5 28.5 1.1 44.8 2002 Edition I " ' ' \ I I I I TECHNICAL REFERENCE #3 I I I I I I I I I I I I I I I I I MEANS'OF·EGRESS ·-_. I J .J • ,· •• • ,• · -: ·.mined· by Section: 1005.1 'for the·Clc~uparit i~ad._served~:but :· ·:. _ 1014.s-'Egress baicrinies. Balconies used for egress purposes .. shall-not.be.less than J6 inches (914 mm). :·. ·. . · .. :· shail conform to the same requirements as coll'idors for width, : . · ·· : · .. : ·. ___ .: · · . ·.. · -_ . ,. ·. :.: · · . _.-. .-·: · ·· hea:drooni,-dead ·ends and projections. _ . :-Exception:·Nonpublic _aisles serving-less than 50 people.-· . · · : -. · _ . . ·. • . _ . _ . . . _ . :. and not required-to be accessible by Chapter JlB (see_:· . ::,-: ~-1014,5~1 Wall separa!1on .. Exterior eg~es~ balcorues shall . -. · _· · Sectimis J103B.-J.Exception.:2 :mid:l J23B:2. Bxceptio,t) :> : . be,~eparated fr~m the mte1~or of the-bu~lding by walls and ·:..:_---of the··Californiti,Building Code ·need not".ex2eed 28 _:_. ·: -:-opemngprot~ctives as requrred·forcomdors. I -:: ··inches:(71-lil:im}fu\vidth .. :. : _. · :. :·._·· · -.. -·:-:.. .. :· .. : ._-:·Exception:Separationisnotrequiredwheretlieexterior . . . · .. • .... \ _· . -: . _· .· · .. -•·. ,. : ::·._ .:·-_·_. _ _.·. _': .:·--... _-__ ·:,--,<··---egtess:balcC>ny is-served by at least two stairs and a ._ : 1014\4·~'.-A1sle· _-_a~ces~w:ays .. m_ ·_ Group .-.M.--.:A~ __ .-aisle: .. _ .. ·. ·_-·. ·_ 'dead~end·traveLc·ondition does not require travel past art I .· .. ·. ·-acc1::ss_w~y .shall.be prov1ded-.on at.least-one s1~e_of ~achele-. ·.:.:. · ::<:· _ · ··unprotec;fod opening to.reach a_stair. · · _ · ment w1thm the -merchandise pad.·. The. muumum ·-clear .-. :·_ · ·. :. : · · . · · . · .· -. . . - . · width. for._an: aisle accessway.not requfred·to be-acce·ssible. ·;_:._· .:: .. :-1~14.5.2.'0penness. The long side of an egress balcony_ . · : -shall be 30 inches· (7 62 l,lliil). The requfred dear width of the· · : ·._ : : ·.: shall' be at least 50 percent-open; and the open area above the I .... _ · · . _aisle accessw_ay'shall ?·e m~as~red.perpendicu~a:r_to _the ele.:·: · ·_, -· Juards:s~all ,b_e_so _d~~tiibuted as to minimize the accumula- . · : .ments-_and ·mercp.andise w1thm the r:qerchandise __ pad. The.-_: .: · tion of smoke or toxic gases. · . . 302inch (1i2 mm)°mihimrim:clearwidth shall be-maintained .. _. . . . ·. . . . . .. . -to pi·oyide.apath to an adjacent aisle ot aisle accessway. The· .-_-. . comnion path.of trav~I.shall not exceed-30-:feet (9144 mm)' .. _.-. · .. --. : ·: ~-· [BJ SECTION 1015 -· .fromanypointirithemerchandisepad. _. · .. _·:.. . . ·. --.·. EXIT AND EXIT ACCESS DOORWAYS . ' _ .... .-.-... : · ... : .. ·. _· --:-:·_·. · _-..... _ .. ·_. -.. --... .1015.1-Exit_orexitaccess doorways required. Two exits or· · ·.Exception_:-For a_reas: servmg _not more -than. 50 occu-_-.... : exit access doorway$ from any space shall be provided where ._.pants, _the common path of tr~velshall not exc~ed·7 5 feet-_ ·-.: _ .. one of the .following conditions exists: · . · ·.· -(22 880 inm). · · .. . · · · . -. -. . 1--- I . . . .· .... : . .-:·. ·,_·._:.-.. ·_ ·_. __ · ._-;.:,._._' __ · 1. Theoccupant_loadofthespaceexceedsthevaluesinTa- . . i014.4::fSeating.at'tables. Where-seating·-is)6Cated a:t a ... : .. _.--. ble 1015.1. ·I ·_ .. ·_. _table_. or_.. cou~tei.-:'and _is _·adjacent }6 _ an: aisl~ .or. _aisle-·;::-. ·-·-.2:· The_co:minon path of egress travel exceeds the limita- ,_..·_ I I: ..... accessway, the measurement of reqmred clear width_ of the_--_ · ; ·:_ · . ·tions of Section 1014.-3... · . ·aisle ot aisle:accessway shaltbe·made to a line.19 inches .. :--_· · ·. · _. · . . · · . .::. ( 483 m:ni) away·from and. parallefto ·the edge of the table or : -· : : : 3~ : Where ~equired by Sect10ns 10_15 .3. 1015 .4 and 1015 .5. _ · · counter. '.fhe i9:.inch ·c 483 mm) distance shall be measured··_.·_: · :-4. · _In detention and corr<:ctionalfacilities and holding cells, perpendicular to the-side e5f.the:table or counter. In the case . _.. . _ _-: : . su_i::h as are found in-courthoirse buildings, a minimum of :of other side. boundaries fo:{aisle .or aisle 'accessways, the.• ; . -· . \'_-.... two 1iteans of eg.,.ess shall be p,vvided when the occupant . clear width.shall-be measured to walls, edges of seating and.·:_.'.:.,•·.; _ load is more-than 20. ·. tread edges; except that handrail pi·ojections are permitted:". :: . · : _. : .. · · .. : · ·. : Exception:.Group I-2 occupancies sh~ll comply with · .. -_--.... ·-· ·:· . -·_ · . ·. · .. _ -·._ ... :-·. -·_. __ · -··.Sectioill014.2.2. · --. .. Exception:Where tables or counters are served by fixed· .-·. · :· :-. . : ·. seais,_the w~dth:ofthe aisle a'ccessway_ shaU be_meas~ed --: __ : .· _ . · .. ., . E IT TAOBNLEEM1E0A15N·s1 0· F EGRESS · . · from the back of the seat.·.:-. · ._ .· · Sr-'AC SW H . . . . . . . -OCCUPANCY MAXIMUM OCCUPANT LOAD 49 --. -io14:.i:3~t .-A~s1~:-accesswaj -r~r fubi~s-and-seating: . -· I . --. -. · :Aisle accessways · serving·. arrangements of seating at' . . · · tables.or counters shall have sufficient clear width to con-· .. · ·: form to the capacity requirements of Section 1005.1 but··.: ·_ -:_ ·-·_.shall not have less than the approp1fate minimum ·clear . · . I ·. _ ·_ . .-.width specified in Section-1014.4.-3.2. · .. A·B E".F.M U H-1.H-2 H-3 H-4 H-5 I-1 I-3, I-4 R s 3 10 29 See Section 443.6J .L · ... 1·0·14· 4· 3··2· ·11-bl ·. d -·; · · ·· · -· .. -;d· ·.h ... , .. 1-. -... · a,.-Daycaremaximumoccupantloadis IO. _ -.· . . . . . . a e an seatmg accessway w1 t • Ais e . · . __ .. . _ _ . · . . . · .... accessways_ shaJJ provide a minimum of 12 inches °(305 :·. . · i _ ·. ~015.1.1 Th~ee_ or more exits. Access to three ~r more exits -.. ::. mm)·ofwidthplus 0.5 inch (12.7.mm) of width for.each .-_.-·_·-:_ . :s~all be provided from a floor area wherereqmred by Sec- _. _. additional 1 foot (305 mm), 01: fraction thereof;_beyond _ · .. · -.~ton _10l9.1. · _ · -. . -.12_ feet (3658 1Ill11) of aisle accessway length measured ··. ·. ·JotS.2:Exit ot exit access doorway arrangement. Required ·-from the centet of the ·seat farthest from an aisle·. · .· _-·. . :. : _ : exits-_shall )Je located in a manner that makes their availability . . ' -· · --·. · · · . · · : : . ·obvious·. Exits shall be unobstrncted at all times. Exit and exit . _Exceptfoh: -P61ti?ns. of_ an aisle acc~ssway ·having _a ·: _· · .access doorways shall be mrnnged in accordance with Sections ·. --_ ._ lehgth not exceeding6 feet(I-8Wmm) and used by a.·. 1015.2.1 ancf-1015.2.2. . .. total of not more than.four persons. _ -. : · : _ · .. I- I I · :·101s.2.1 Two exits or exit access doorways. Where two ·_ .. 1014:4;:Li Table· and se'ating -a1~fo: aiceSSJ".ay-I~ngth. :-· .. ·. :· ' .. exits_ or· exit access doorways a:i:e· required from any portion . -· The length of travel along the aisle access-way shall not', .. ·.. ·. of the ·exit access, the exit doors or exit access doorways I -·. ·exceed,30 feet (9144 mm) from -aiiy_.seat to·the point ·_.·,_shall' be placed a ·distance apart equal to not less thai1 . :·:·_·.where a person has a·choice·oftwo or more.paths of· · .. _one~half.of the length.of the·maximum overall diagonal . egtess travel to separate exits. : . . . . . . . ·_·dimens_ion·ofthe building or area to be served measured in a ·.· ... ·-I J60· ._ JANUARY-1, 2009·s~PPLEMENT 2007 CALIFORNiA FIRE CODE 11 .· -.... :· I::_.:. ME~~tf?~:eciFiesi:· ": . : .. :· ... ' ~ . ~-. , .. : .. : ; . . I j ./C.,\{Yf ~1}~eb~J~:~i>ii . > . . .· ·•· < .i:, ' JAeLE 191•.1 ·. . : . . -. ':':.EX:lt:'.ACCESS".TRAVEL?C)ISTANCE:.·':\ ·, .. : ..... -. ::.·: . . ·: ·-. :·E~ITACCESS TRAVEL DISTANCE" I:· :_·=:.1~16/(,h.~;~I:~i~fuii~e\iiriit~tl~~~--Eri~f~hart-:i;{::i~: ib6at~c{ ·:;::·:" · '·: -· · · · ;; :_·:_ \_: ·:: ( ·. '": · wir~~~j~s_re~Ni<~ER WITHs~:;kN:LER : : :_·· ori-;eiicfr stocy)Srich' tlia:t:the··-maxini~m--length-=of:exff-access-0'."::\: .·: :···:·: :occl.iPANCV: :._ . . .· . · (feet) . (feet) ._. '._. ttaveJ; rr\.easureci-froi:fr. fue_.mo"st-remote'point \yithit{a: story-to · .-<., A. :ELF~ 1 · i-L-M R S-1 .: : . ·. . ·200. _ 250b · - I. '_. the:entfai:ice-to·rui ehlf aioi-iitiie iiahlrataii.d-li:nohsttii~ted-pitth:: ·-->.-:·-.-. ·,: ·-. .-·-. · -:s .-·/ · ·< _· : --~-.200 _ 300c : · ···of egress travel;'"sii:aif rtofexceed_ "tlie :distances-giv~ri'.in.Jabi~: :_ ---: ·. ·: ---:.-· :·. -:p_t: s~2::fr ._·. _: -·. . . . . _ 300 . 400c I 10;~£if#]Ll,;cc~i;K&4~,~i1¥J.;,#1.,f \> ~:r ·•• ,,: •• :::::•.. . ·.·. ;g; ·.:--:--::or._ran_ip~:~~~:'·_t_h~::_e~t:_~c~es~_:_?r:_.m.~Iude~:,.un~nc!~s~~:eJClt_ -:·_, :· .,_ _ __ , ~-:"H~3 _ :, : :. -.. _ Not Permitted· 15oc· _ _ ·.-·;:rarr1psor._s!all;"ay~·aspe,r.11.11~:4m.:~~~!1?~=1~_2~_:t·the·~-~s_t~c-~;.-.:: .-: ,_ :-:':_ --~ _ -_. ·: .. _, .: NotPennitted _ "l'.?Sc · ·:-:--of:ttavel-on:such-,means:of.egress-·components.-shallalso be,:··.: .. ::· H~. · _· · ·· __ _ l/:_i:~t~lid:it;tf ~r~·~:~:;::;f ~tt!~ii!t:!~:r::;~J--\~:_.-:i ~ :-:·:\'.~~2?:;!:;~~~;-_:;·-: _::: :_ :_: _N~t~le:tted · _. -:~~~: I .:.~;;~~~$Gftt·7;::·mm:'t)I:·\;:~~f~f:o.~~:::r::::rn,,-.:ili~ 11 · · .· . ;_·: _-_-. L Trayel:distance,m=operr,parkifig garages 1s:penrutted ·.·:: ::_._.-:_requrrements: :_,. ::·~: .· :: . · -. -:-·. · . -·. ·: --_ . -·_. _ · '. ·fo.be" i.neastired=to· the'.·clos~St-fiser·_of operi-.stafrs"; :, _-·. -_·_._ -;· · ... _ :-~~cti~~ ~?~~f<>r)lie'.d~~t~c~ ~~tatio~ ~Ii Ill~lls of the Califo7?1ia Building •<···· ,· ... •Y~nt;t&l;'Jt~~ttl;,t;~~;~x ii.;\':::'#'~re·0;·~"7m•tti~sporeefffie C.U·· . . . . ·:: .... :-:· ... ·1s :penrutted:to·:be.-measur~9-_,_to:,the-closest.-nser: of a=:-:.,·::= -. _ _. _se_ct~~~:_l_O_Hi:2.For u.icrea~ed li~~ati?ns.!11 Gr?up_s Fl 1 a~d s L . -· .. -......... ·. h" .1 .. -·-·· · 1 ... -..... f_tli-. -... -.......... Section.1025.7.Formcreasedlitn1tat10nmassemblyseating . . : · ·.:.-.: _:_= ... stru.r,:or __ t e--c osest:s _ope-o ·. _ e_ramp:. · ::-.-:_·: . · :: -: .-·_:_ ·. _ ._-· ::·section)025,7:·Poriricreased.limitation·for assembly open-air seating. :.-· I::.·--.. _··.-:---:t.:wiihi:fui"~iifit~fr:isp~r.imttecfto: bii:ai~ndciseil Hr:: :-· -___ }1fo~:0n'1019:2::Forb~n~i~gs·~itli _one·e~ii.: : .. ··: _ :· _ -. -· .-_ _-. .-_ · . ·.":: -.-.:-:=:-: .. ·--... 'a' · -··.=:,_:. ·. ·t11· --E· .. -: ·tt' ·-· 8. -· ·9:: :f--s··.: • . ·1o· 20-._1 : ... :·_ ···:--.-:Chapter..-~l:For-the-htn1tation m _temporary structures of the_ Califomza ,_ ,-.. --.. --. _ , _-.:··:_ 8:<;_~pr_ai_i_~_t:l _vv1 , ___ xcep _()n -_or_ . () . ,e~t1on · . . ;. _ -.-::., :Buildihg'Code:: . ._: ,:. _ · .-. . . . -- . . . _.: .. _. :; _. ;tl'!:eJt,a\l'e~Ai~_taftc~-s~all~~:me_a~ur~d-fi;?p;t the ~ost_te;:: . _: .. :b. :Buildings equipped tlir~iiglioutwith an autoni~tic sprinkler system in accor-. I_:. · _-:-:· :. :.:_-;-.;:mote poirif'Yithiirn.?uildiitg. to'. an.-~xit ~scharge·: · . _ _ . _ .'.. ·dah~e V{itli"~e::c.t!?~ ~03.3.1._for:?0~.3J.2. See_S_ec~on 903. foroccupancies · · 1· 01. 6···2 R. <·. ·r·· ,._: · .. ·.; :. : .. --.-:=_-. -: b-~-.;1: ·-~ :: :· -: : ,_-·.:.-: .:' ; · ... __ .: : _. .. whereautomaticspnnklersystemsmaccordancew1thSect10n903.3J.2are ·-_._ />O_ ·-"."~~tmc~ea_se.J1:l m 1mgs-~h~ta:reone_steiry-m·._-·:,-·-. ::·permitted:-_:::··-·_· .. ·.: _ . . - ·,: : . height, equippe·d · with· automatic· heat: aiJ.d:sinokir roof _vents,:: --: . ."_:·c:·BuildingiJ'eqhipped throughout.with·an automatic Sprinkler system in accor- 1: _ . com:plyingJ~ith:.Section"9-I0 aij.& equipped·. thiougliou( ~ith." ·: : :· :~;daric:e-with Sectio1i"~03.3.i._L ."--· · .· -· ·. . -_ -. .-·an: -a11:tom~t_1~,:_spt~h-~~r_-·~-~st_e?1·fi?----, acc?tdan~<f~"'.ith": Section ._.. __ ··a:-Not pernz1tied in·iw1ispnnklered Group 1-3 occupancies. . -. <. -_9033~--L.li ihe:max1mum:ex1t access-travel-distance shall be :· · ··: ... . -.. : ·: --_ _ _ _ . -. . · · . 1'.illl~i\i~r;~tt!if J.<•····· · 21,~~~:lr.:~:=:,i:di~ · <. 100 feet{30 :4sb_"i:nm)"providedtheJ~st portfon:of'. the exit.access:. :: -.: >. -:. :;_T :Afue~resistance rating is nof recfuired for corridors in I:· ,!:-I~ailing-to·_fi!e:~#(oc_c'urs::_6iiilJ:i:_"ext~nof·egres(baicohy::con::::_-;-:. :·. ::·.,· ':'open-parking garages .. -· _ -_ _ . · . : .__;_ _ s~~t~dJ9~~0r~~,e/fith::~~c.ti.~n~ f~M;f:ryi9~P.g~\~ts~cr:: :.: ·, -: ___ \/4:\i fu~:ci:6~1stahce:tatit1g is nofrequired for corridors in -· .:: ·.-b~~'?~)'.-shall. not ~~:I~s~--~lll?-th~-~~~~ ?f ~~ ~~~ea.;se ~e~'.-,'.:. -·:,--,· :· :.?·'/:::;/ari_-_occripan:cfirr Group B which is a space requiring _ · 1 ___ : ~:';---:-·:-;·: __ '-.\._::. -----~·:._:-· __ .:· _:/-:/:'.::_:-:: ------L. ::·· .::; _.: _·:: .---:"":?·,;:_..-.::·.-:·_, __ .. _ .{j-/f~{;}/~~~1~-mean~°!egress·co~plyi~gwithSection · _ --·-_: .. ::·:· . .-;;-·-: ·:: _:: . -[B] SE;CTI_ON::10_1-1: :: : _ _-·. --:-:· _: .. __ ·:_. -· _:. ;--__ :::·_ 101:i:i C~r~id~r:width.--The mminiumcorridorwid~h sh~ll be : .· -.. _: -. · .-_>_:: _:\:(·: .. <:·>'_COFl~=UDORS:' .. :: · :_·._,._. _ _-. __ : .. _,::·_:. _\-. ."afde°tetmihed-irt·Section-:1005.-t -but not less· than 44 inches I:· ioiffcotti-rtcti~it~\~6i+icio=rs 1hfi.1ifui~t~~fsfuhciiat~cl"t-.··::. (lins:mm).' ·. ·.---.=---: ---· . ' .-· · · · ---}~ a?cord_~iic~rW~tI\1:~~}e\10 Q:~·:}p_~;c°.rtjdor. 'Y-~ifre'q~ire"( ·.: · \ :Ei~~~ti~~:: _-: . · . . . . · . _ : to pe fue-=:res1~tance·rated shall comply: with-Sectwn-708 ·of the· · ----. . -1_:ca:r;::t!lttrrtioris ··\?:cc. . .. {f i11~f?~:~~h=z:;:i~g~:a=·' : . --.· ::·:_:/_':°i(R&(res~~t~ice,iitink1(rtot'.f~:qrifre~/of~o~4&s'lli_<:. _, .. _. ·. /2:·':°:rhirty~si~--inEhes.-(914· ~}-With a required dccu-. 1-:: · · · -::-, .. -_:;. _ari:'occujiaticy )ri ·Group: E"-_wher~·: each'. toofu· thafis :-:.><·-.-_-___ :_: .. ::.' pant capacity ofless than 50. · . . . . :-. : :_. _ .-_: _:" . '. i-A~~~/?!-.i~s~cti?~:··~f(~9e_ast/>n~, ~~~(-1!1:~~~f _to;:--;-i -\\· ?--::_-_::-.3 )riiitty"~ix-iri~h;s" (9 i4 mm)-Withir{-~-dwelling unit .. _ ., .--_ -... ·,_-.-.tfie:extenor;and.rooms for.-assemblxpurposes-have:at. · .. :··:-::: : . .-:.,': .-, .. : ..... ,._ ·_ .. -. -. . . · . --.-_ . . .. - · .. =_".:" : . )--.:' · -je~i:'6iie'.:Jialf oflhe 'reqiliied:nieatis ~f: eg~~ss'"<lobri.:: . · . t _:--_? : .. :f }ey~rify-tw~_:in.ches: (~829 mm)°:'ln "Group E ~with a .: .. I .-· : . : . ·--:·:·.·:: -:op~~nf ~rec,tljrto :the:~x~~rit>(~xtenor.:~o_or(spec_i> :.-· :. \ ?;; .-:" ::-__ : ~brhdo~_hav_1~g .a requ_rr~d capa~1ty of 1 ?O or rrtor_e. _ · -_ -_ . ---: .. · fied _ -m: tl:µs_ .:e~ceptlon_, arl?· -!equrr_ed-to·:b·e-:at ·ground:·:---: . · ,:--·;. ·=_ 5, _Seventy-two mches (1829 mm)'-In comdors servmg --· .. :· · :level:: :.-:_-_---·.::: · :_-: :·::--·.-' ... · :_-">·>-./_::_-:·: --·-_ -._:_·_. ·-.·:·:surgicalGroupl;healtlicarecentersforambulatory I _: -~-~~ __ :· -::.·_: :!:_· _· . :_ /_· ·_i_:: ' ___ ·/. :;<··_· -; __ :-:_ --: .-;·.:·<~ ~ :_ -:_~--:;: ?_-_--'.::_·--,.:-_)i~·::~~~~-;~~t ~~A:S,~P;~~Mt;_-/:· . . . 2007 CALIFORNIA FIRE CODE ·., . ", .. SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTl(?NNAIRE OFFICE USE ONLY UPFPI ______ _ HV# _______ _ BP DATE. ____ / ___ / __ _ Telephone# . 760 l/)6-9<>-ot Plan File# Telephone# ~ 1/76 -9, 0/ he following questions represent the facility's activities, NOT the speclflc project description, PART I: FIRE DEPARTMENT -HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the Hem, whether your business will use, process, or store any of the following hazardous materials. If any of the Items are .circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. · · 1 •. Explosive or Blasting Agents 5. Organic Peroxides 9; Water Reactives 13. Corrosives 2. Compressed Gases 6. Oxidizers 19. Cryogenics 14. Other HeaHh Hazards .. 3. Flammable/Combustible Liquids 7. Pyrophorlcs 1-1-Highly Toxic or Toxic Materials /15':-,,None of These. 4. Flammable Solids· 8. Unstable Reactlves 12. Radloactlves L/ PART II: SAN DIEGO COUNTY DEPARTMENT. OF ENVIRONMENTAL HEALTH._ HAZARDOUS MATERIALS DIVISIONS (HMDI: If the answer to any of the questions is yes, applicant must contact the Count)' of San Diego Hazardous Materials Division, 1255 Imperial Avenue, 316 floor,. San Diego, CA 92101. Call (619) 338-2222 prior to the Issuance of11 building permH. · · FEES ARE REQUIRED. :_ Expected Date of Occupancy: (\O(J/1 I I .YES N9 . . . . . 0 CalARP Exempt I 1. 0 alil),. Is your business listed on the reverse side of this form? (check all that apply). 2. O . Will your business dispose of Hazardous Substances or Medical Waste-in any amount? 3. O _ Will your ·business stc;,re or handle Hazardous Substances In quantities equal to or greater than ' 55 gallons, 500 pounds, 200 cubic feet, or carcinogens/reproductive toxins.in any quantity? 4. O . Will your business use an existing or install an undergrounct storage tank? 5. O . Will your business store or handle Regulated Substances (CalARP)? 6 .. 0 . Will your. business use or install a Hazardous Waste Tank System·(Tltte 22, Article 10)? Date Initials O CalARP Required I Date Initials 0 CalARP Complete Date Initials PART .Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: if the a,nswer ·to any of the questions below is yes, applicant must contact the Air Pollution Control District (APCD), 101.24 Old Grove Road, San Diego, CA 92.131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition permit. Note: lfthe answer to .questions 3 or 4 Is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation, except demolition or renovation of residential structures of f~ur units or less. Contact the APCD for more information. YOES NO 1. 0 I/Viii the subject facillty or construction activities include operations or equipment that emH or are capable of emitting an air contaminant? (See the APCD factsheet at http://www,sdapcd,org/jnfo/facts/permjts,pdf. and the list of typical equipment requiring an APCD permit on the reverse side 2. of this from. Contact APCD lfyou have any questions). O (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located wHhin 1,000'feet:of the outer boundary of a school (K through 12)? I (Pul51ic and private schools may be found after search of the California SchQol Directory at http://www.cde,ca.gov/re/sd/; or contact the · 0 3. 0 4. ·.o appropriate school district). . . ·. Will there be renovation that involves handling of any friable asbestos materials, or disturbing.any material that contains non-friable asbestos? Will there be demolition invoMng the removal of a load supporting structural member? or c(o.t,1,,;, V\ /0iccrt.Sr: \J;sf;&,#O"ri l/1 20 I 09 Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT.OCCUPANCY CLASSIFICATION: ______ --___________________________ _ BY: ________________ ___,,--________ _ DATE: __ _._ __ .,__ __ •. l;XE.Mtl,QB N_O...E.\l.8T.l:IELUl!IEORMAtlO.llBEQIJJRID e-REI EASED EOll BUILDINGJ!ERMIT.._BU:t.N0.1'..fOR-_OCCUl!AN-.RELEASEl).J'()R.OCCUPANC~ - · COUNTY-HMO APCD COUNT)'-HMD APCD COUNTY-HMO APCD ' .. HM-9171 (08/06) County of San Diego -DEH -Hazardous Materials Division CB090642 2081 LAS PAL SUN DIE00.1'i\lS'tAL~ PALLET MAS DR RACKING SHELVING ~-·---··' ·-· .-···-.•• AIIID.GARMF.=NT RAC.k'"'"'-·""T, 411, \o'l 6/11; /tJ7 /},;tl SifJ d fe_ . : r/%/a9~ ~ iiM~ ~~/jf PfJ:~ f ,v;Lff "t> ~ -a,;~~ r -l I /.1:r-;U~ -t/~locr, ~E:D Approved Building Planning Engineering ,f..if'« F.b:t. HazMaVAir Quality Health Forms/Fees Sent CFO Fire HazMaVHealth Health LOA PFF PE&M School Sewer Stonnwater Workers Comp. Comments Date Budding l'f"-:.J'...,,..(~ Planning Engineering Fire -.,/T,f ''-'7 Need7 Appitcatlon Complete? Fees Complete? , Date -,;j/q /(9 9 ~lc9[)/0..., 'f/a,:;,./o<f l<'~Z/--rn lf•Z.I· OOJ Rec'd Date ,,. 1~aa ~.N c/N Date M M_ A~ # u Duei y y y y y y y y y y y y y • i i • • ,. " N N N N N N Cl Cl Cl Cl Cl Cl By By