The URL can be used to link to this page

Home My WebLink About1964 KELLOGG AVE; ; CB051299; Permit,i ! -Y.1:)~'\\ . City of Carlsbad 05-27-2005' 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB051299 Building Inspection Request Line (760} 602-2725 Job Address: Permit Type: Parcel No: 1964· KELLOGG AV CBAD Tl Sub Type: Lot#: Status: Valuation: 2120930200 $67,703.00 Construction Type: INDUST 0 NEW Applied: ISSUED 04/07/2005 MDP 05/27/2005 05/27/2005 Occupancy Group: Project Title: G.I.A. STORAGE RACKS 619-696-6747 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 BTD #2 Fee BTD #3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee Reference #: Entered By: Plan Approved: Issued: Inspect Area: Plan Check#: Owner: ' GEMOLOGICAL INSTITUTE OF AMERICA INC $423.36 $0.00 ·$275.1,8 $0.00 $0.00 $14.22 $0.00 $0.00 $0.00 $0.00 $0.00 · $0.00 .'$0,00 $0.00 $0,00· $0.00 $0.00 5345 ARMADA DR CARLSBAD CA 92008 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWA Fee CFO Payoff Fee PFF PFF (CFO Fund) License Tax License Tax (CFO Fund) Traffic Impact Fee Traffic Impact (CFO Fund) PLUMBING TOTAL ELECTRICAL TOTAL ,MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee · ~ , .Additional--Fees TOTAL PERMIT FEES $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 $712.76 Total Fees: $712.76 Total Payments Tb Date:. $275.1-8 Balance Due: $437.58 Inspector: ~DING PLANS INSTORAGE-9287 05/27/05 0002 01 __ ATTACHED ~""~ CGP FINAL APPROVAl,...-· Date: ,... 3 ,,. PS · Clearance: _____ _ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest p·rocedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance wilt\ Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. 02 437-58 .. ?no \frJ;:; ~/4 u.., ~~ . ? ~ G,"1,10]~ PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad CA 92008 FOR OFFICE USE ON1=!:• ~ PLAN CHECK NO. -~~-\lJ~~- ST. VAL. G.7 ,::tg1> Plan Ck. Deposit _____ _,.,,::;,,,.:'--- Validated By -.--,t.f---f--1-~,t=-- Date ------1~--1:-+-:,,oE.__.,. ___ _ ~;~~4Ec½~~;~-p~~-T;~,P3'1 Ci:-C)1-oog··<------· :ti ~~7/05·----------·--~~-~ Address (include Bldg/Suite #l O ~ Business Name (at this address) 0002 01 62 \...o-r 7> ~ 'MhfJ \ \1,.. oo Legal Description_ · Lot No. Subdivision Name/Number Unit-No. Phase No. C@&i'Jt of units 2 75 .18 ,Z \''l, -O':J~ · O'l,· O'Q Assessor's Parcel # Existing Use :::r::: ::s::;. .. ~ '-e ~ P.roposed·Use· #of Stories # of Bedrooms # of Bathrooms Name @. APPLICANT S.p'tJJ\~ Address City State/Zip Telephone# D Contractor )tAgent fo'--r C.,._o""n""tra"'~cccctocc.·c..r ____ o=--=-Ow=c.ne"-'r-~---....;cD~A,gent for Owner ~\ p~~-- Fax# Name Address City State/Zip Telephone# ~ j:ARTY~~:~-=;~ -A·;;OC~--~'M--$t3 ho -Cb ,'io/[098--~ -~c;o '-~6~-, .-4~-;~ ----7 Name Address City State/tip Telephone# @~O~J'RACTOR-::COMP~J_fY_~~~E:~:~.-~.: ~=--==--=~=~=·--· . -----c------c----N-----·----· _J (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that-he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3-of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the.applicant to a civil penalty of not more than five hundred dollars [$500]). ~\"2.0~ L-\fl \ z,-i,S'S" t?t~/>~ J2,D 'yoW!>V\ state/Zip I Telephone# City Business License#_.,_/ _t---'-_1.,-=-S:::..__..,_/_t:, ___ _ Designer Name State License-# 1-.& <p O S Address -City State/Zip Telephone# ~RKER'SCOMPENSATION __ -_ ------------~-------~_.,..,:c----------· -·-~--·=--==-~~ ~-.::_ __ , ___ ~ Workers' Compensation Declaration: 1-hereby·affirm under penalty of petiury one of the following declarations: ):3{ I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. D I have and will maintain worker's compensation, as required by Section 3700 of the labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier a'l.d policy numbe,i; are: / ) lnsuranceCompanv"Z<'-,J'(\..,\ 6\.\ ~~t?.>~,\rl.,S, PolicyNo. \,..,C.0!$Z.fo1, 4 Expiration Date \ o, o\ fOS' (THIS SECTION NEED NOT BE COMPLETED IF THE PE~MIT IS FOR ONE HUNDRED DOLLARS [$100] QR LESS) D CERTIFICATE OF EXEMPTION: I certify that in the ·performance of th~ work for which thi:3 permit is· issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dolll!lrs($100,000), n a dltion Jo the cost of compensation, damages are provided for in Section 3706 of the Labor Code, interest and attorney'~· l SIGNATURE ~(" 1.),-/. (_, ' b DATE 4a _ .:.:i,r f7=-75wNEif.BUiLDERDEC~~TION_~~-=~~ _ -=__ ---~-~-----~ . ., ________ --=~-=---=---=.-1 I hereby affirm that I' am exemptfrom the Contractor's License Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will d the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for .sale. If, however, the building or improvement is sold within one year of completion, the owner-build.er will have the burden of proving that he did not .build or improve for the purpose of sale). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D 1·am exempt under Section ________ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. D YES D NO 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following persoi:i (firm) to provide the proposed construction (include name I address I phone number I contractors license number): 4. I plan to provide portions of the work, but I have hired the-following person to coordinate, supervise and provide the major work (include name I address I phone number I /ontractorslicense number): -------------------------------------------- 5. I will provide some of the work, but I have contracted (hired) the following persons to·provide the work indii;:ated (include name I address I phone number I type of work): PROPERTY OWNER SIGNATURE--'----'~----~----------------DATE __________ _ WHITE: File YELLOW: Applicant PINK: Finance IJ PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad CA 92008 ;::.:::.;!~~~~~~7" 1,~ Lm<µUJA$ ~ {J~~-:=:=J Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration for or rjsk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES D NO Is the applicant o~ future building occupant required to obtain-a permit from the air pollution control district or air quality-management district? D YES lS NO Is the faqility to be constructed within 1,000 feet of the outer boundary of a school site? D YES cl'; NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE-OFFICE OF EMERGENCY SERVICES AND THE AIR'POLLUTION CONTROL DISTRICT. /8, CONSTRU~TI~~-~~DIN~-~~~N_CY _. -=--=--=-__ _ ___ ---------,-..,-,-.--c-:-c---:---------,--------··----___ :::] I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(1) Civil Code). LENDER'S NAME N\ /: /j_ LENDER'S ADDRESS ~--"tJ.._..,./_-.b='-----,--------- 1 __ ~ -------------------____ _., f.L:' APPLICANT CERTIFICATION _ _, ___ ,. _. .. ··-·-· ______ ------,----:--,-~--,.-,-,-.-,-,---~_:::;::.-;:::::::::::;=_----·· --·----7 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 Cit/ ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGEMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations of 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANTS SIGNATURE ~ c,--; b ~ 1 (~11\J>a,lv DATE A: t '1 / 0 r WHITE: File YELLOW: Applicant PINK: Finance City of Carlsbad Bld_g Inspection Request Permit# CB051299 Title: G.I.A. Description: STORAGE RACKS Type: ti For: 06/10/2005 Sub Type: INDUST Job Address: 1964 KELLOGG AV _ Suite: Lot Inspector Assignment: RB Phone: 6196665694 Location: Inspector: OWNER GEMOLOGICAL INSTITUTE OF AMERICA INC Owner:. GEMOLOGICAL INSTITUTE OF AMERICA INC Remarks: Total Time: CD Description Act Comment ---- Requested By: NA Entered By: CHRISTINE 14 Frame/Steel/Bolting/Welding ___a_t: ___ -'-------'------------ 19 Final Structural --f----'----~--------------- Associated PCRs/CVs Inspection History Date Description Act 'lnsp Comments EsGil Corporation In ~attnersliip witli qoTJernment for <Bui(d'in9 Safety DATE: 5/24/05 JURISDJCTION: City of Carlsbad PLAN CHECK NO.: 05-1299 SET:11 PROJECT ADDRESS: 964 Kellogg Ave. PROJECT NAME: Storage Racks for GIA D D, D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and r~submitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's _copy of the check ·list is enclosed for the jurisdiction to forward to the applicant contact person. · The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: . ~#: Date contacted: Mail Telephone Fax (by: ) In Person REMARKS: 1. Fire Department approv ts required. 2. City to field verify that the path of travel from the handicapped parking space tme rack area and the bathrooms serving the rack area comply with all the current disable access requirements. By: David Yao Esgil Corporation D GA D MB D EJ D PC Enclosures: 5/17 / tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 / ~--_,/ I 1 .,,, EsGil Corporation In <Partnersliip witli government for <Buifd"ing Safety DATE: 4/21/05 JURISOICTION: City of Carlsbad PLAN CHECK NO.: 05-1299 PROJECT ADDRESS: 964 Kellogg Ave. PROJECT NAME: Storage Racks .for GIA SET:I D APPLICANT ~ D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D -The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies ider:ttified 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. ~ 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 en~losed for the jurisdiction to forward to the applicant contact person. [Z'J The applicant's copy of the check list has been sent to: Chris Simpson 10054 Prospect Ave. B Santee, CA 92071 D Esgil Corporation staff did not advise the .applicant that the plan check has been completed. [Z'J Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Chris Simpson Telephone#: (619)938-0880 Date contacted:lf/i,2-(eS{f>y~ · Fax #: (619)596-8914 · .Mail· VTelepho~ Fax v1n ·Person o REMARKS: (.Vw By: David Yao Enclosures: Esgil Corporation O GA. D MB D EJ D PG 4/11 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego; Californja 92123 + (858) 560-1468 + Fax (858) 560-1576 •: City of Carlsbad 05-1299· 4/21/05 GENERAL PLAN CORRECTION LIST JURISDICTION:· City of C~rlsbad , PROJECT ADDRESS: · 964 Kellogg Ave. DATE PLAN RECEIVED BY -ESGIL CORPORATION: 4/11 REVIEWED BY: David Yao FOREWORD (PLEASE READ): PLAN CHECK NO.: 05-1299 DATE REVIEW COMPLETED: 4/21/05 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumblng Gode, 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. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any $tate, county or ci~y law. _ · _ • Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditioµs processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2.. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • To facilitate ·rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? 0 Yes 0 No . , City of Carlsbad 05-1299 4/21/0S . 1. Only the storage racks are included in this plan review 2. Provide a statement on the Title Sheet of .the plans that this project shall comply with Title 24 and 1994 use. 3. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building whi9h exceed the quantities listed in USC Tables 3-D and 3-E. 4. City to field verify that the path of travel from the handicapped parking space to the catwalk area and the bathrooms serving the catwalk area comply with all the current disabled access requirements. Title 24, Part 2. 5. Obtain Fire Department approval for groups F, Mand S occupancy storage per USC Sections 306.8, 309.8 and 311.8. 6. Indicate the clearance from the new racks to the existing building walls and building columns. 7. Note on the plans that the catwalk desigh loads will be posted per Section 2222.5. 8. Provide forklift protection per Section 2222.5.(or check the exception) 9. Does the stairway is part of this permit or not? If yes, show the rise, run handrail and . construction detail on the plan. If not, please clearly note on the plan "stairway is not part of this permit". 10. Is there plywood or grid system between the supports? Please clarify on the plan. 11. Provide detail to show how the two angle post connect together with calculation to justify it. 12. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review .for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. ' t t ,._ City of Carlsbad 05-1299 4/21/05 !VALUATION AND PLAN CHECK FEE JURISDICTION:· City of Carlsbad PREPARED BY: David Yao PLAN CHECK NO.: 05-1299 DATE: 4/21/05 _ ·BUILDING ADDRESS: 964 Kellogg Ave. BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE PORTION (Sq.Ft.) . Multiplier Mod. .. • Catwalk shelving per city _ Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb B;r Ordinance Bid~. Permit Fee by Ordinance ""'. '! Plan Chec_k Fee by Ordinance ·_.,.j Type of Review: 0 Complete Review D Structural Only D Repetitive Fee . ~,:c:--: Repeats ,"!fl'. \. ""f:,, Comments: D Other . D Hourly I Hour * - Esgll Plan Review Fee ($) 67,703 67,703 $414.361 $269.331 $232.041 Sheet 1 of 1 macvalue.doc .. . . PLANNING/E:NGINEERINC APPROVALS-· .. -.---. PERMrFNUMBERCB ()t;-/2,_'J?'j .. DATE c.;-//~!f; ADDRESS . /q~q UllofjCJ "RESIDENTIAL -RESIDENTIAL ;ADDfflON MINOR · .{ < $10.000.00) .• . . , .,) PIA~ CAMINO REAL CARLSBAD COMPANY STORES VILLAGE' FAIRE COMPLETE OFFICE BUILDING OTHER .. ~ -~ . PLANNER . ¾ · DATE -/:J)-t/) DATE y11jos f\ ·Carlsbad Fire Department , C . , ,_ , 051299 1635 Faraday Ave. -:i Carlsbad, CA 92008 Fire Prevention (760) 602-4660 Plan Review Requirements Category: High Piled Combustible SJ6faA Date of Report: _04_1_13_12_0_05 _______ _ Reviewed by: ~&,,,,(, Name: Crown Lift Trucks Address: 12255 Kirkham Road Suite 400 City, State: Poway CA 92064 Plan Checker: Job#: 051299 ------- Job Name: GIA ·\\Bldg#_: CB051299 --......----------------,..,aa......a... Job Address: 1964 Kellogg Av Ste. or Bldg. No. __________________ .......... ___ _ D Approved ~-.Approved Subject to D Incomplete Review FD Job# The item you have submitted for review has been approved. The approval is based on plans, information and I or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be ·reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. The item you have submitted for -review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to ·· this office the necessary plans and / or specifications required to indicate compliance with applicabl~ codes and standards. 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 I or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. 1st 051299 2nd FD File·# 3rd Other Agency ID _ Requirements Category: High Piled Combustible-Storage { " " Requirement: Pending 15.03 Provide the design criteria of sprinkler system Page 1 PLEASE REVIEW THE TECHNICAL REPORT FOR SPECIAL CONDITIONS OF THE FIRE SPRINKLER SYSTEM TO BE INSTALLED. Requirement: Pending 15.04 Location of valves Provide the location of valves which control the water supply of ceiling and if provided, in-rack sprinklers. PLANS DO NOT INDICATE LOCATION OF REQUIRED HOSE VALVE LOCATIONS, PLEASE INDICATE ON.AS-BUILTS. . Requirement: Pending 15.08 Obtain use permit from Fire Prevention PAYMENT FOR HIGH PILED COMBUSTIBLE STORAGE PERMIT SHALL BE MADE PRIOR TO SCHEDULING OF INSPECTION(S). 04/13/05 ~ St~tural Vonce ts ngineering 1729 S. Douglass RD, Ste "3 Anaheim, CA ,2so6 Tel: 714.456.0056 Fax: 714.456.0066 Project: Gemological Institute of America Address: 1964 Kellog Ave Project#: E-0255 Carlsbad, CA 92018 Date: 05/12/05 Plan Check#: 05-1299 Plan Review Responses 1. Only the storage rack catwalk system is included in this plan review. 2. Plans include notes regarding Titre 24 compliance. Sheet Tl 3. Hazardous material note included on sheet Tl 4. Path of travel of info is provided on sheet Al 5. Fire department approval shall be obtained. 6. The racks shall be spaced a minimum of 6" cleat from building columns/w~lls as shown on sheet SH3A. 7. The catwalk design live load shall be posted as noted on sheet SCE 1 of 1, note 8. 8. Forklifts will not be used in the vicinity of the proposed shelving catwafk as all roads are stacked by hand. However, since the axial stress on the columns is:17% on page 5, the 50% axial load case of section 2222.5 is satisfactory. 9. The stair analysis is provided in the calculations herein. The details have been included in the resubmittal package. 10. The floor system is the Rapid Rack 9" plank grating spanning cross aisle as shown on sheets SCES 1 of 1 and SH3A. 11. The angle posts are connected with the tie plare; as shown on sheet SCE 1 of 1. These plates simply keep the columns from deforming with respect to one another. The calculations show the load· to the double "L" post calling it a "T" post, but the columns are designed to work individually as an "L" shape, thus the tie plates are not transferring any loads. ,. tructural . I I ng1neer1ng 1729 S. Douglass Rd, Suite B Anaheim, CA 92806 Tel: 714.456.0056 Fax: 714.456.0066 e-mail: sceng@engineer.com Project Name : Gemological Institute of America Prqject Number: E-0255 Date : 05/12/05 Correction #1 Stre~t Address : 1964 Kellog Ave City/State : Carlsbad, CA 92018 , Scope of Work : Shelving Catwalk ' . 5tr~ctural Sn~::lneerlng 1729 S. Doug[oss. Rd. Ste B CA 92806 Tel: 714.456.0056 Fox: 714.456.0066 By: AA Projecl: Gemological lnsttMe Pr~ect #: E-0255 Design Data Configuration: Unit .192H x 48W x 18D 1) Toe analyses of the light duty storage fixtures cootbrms to the requirements of the 2001 canfomia Bldg Code (CBC) Section 2222. 2) Steel minimum yield, Fy= 36 ksi unless otherwise noted on the plans or analysis herein. 3) Anchor bolts shall be provided by installer per ICBO reference on the calculc!tioos herein. Toe installer must provide any special inspection as callec;I out on plans or cak:ulalions, or as requirec;I by the ICBO report indicated herein. 4) All welds shall conform to AWS procedures, utilizing E70xx electrodes or similar. All such welds shall be performed iii shop, with no field welding allowed other than those supervised by a licensed deputy inspector. 5) Toe slab on grade is assumed to be s· thick with minimum 2000 psi compressive strength. Soil bearing capacity is 1000 psf. GEMOLOGICAL INSTIT(.JTE E-0255 RAPID CATWALK.x'5 f'aqe 2. of I\ 4/1/2005 ·S-tr~ctural ..:.-ct~ineerlng 1729 S. Douglass Rd Ste 6 CA 92806 Tel: 714.456.0056 Fax: 71-4.456.0066 Pr:oject: Gemological Institute Project #: E-0255 Summary of Results Configuration: Unit 192H x 48W x 180 t-"481l'Z'&361/~ I DR81.P48 & DR8l!'a6 I Shelf Configuration 1091, Column Beam Beam Rivet 1619/32!' DRSZ48& DRBZa6 FRONTVIEW Code Criteria= 2001 CBC Seismic Zone= 4 Na= 1.00 Nv= 1.00 Steel Fy= 36,000 psi . 1091.-TOO Product LL= 100 lb/Lvl CAT'NALK LL= 75 psf CA1WALK DL= 7 psf SIDEVIEW Comnonent Summary (APH16) Pbl Ll-!/8" x 14ga Double Rivet Z {DRBZ) & DRBLP 1-1/2° Spacing I # of Levels= 13 D= 18.5 in H= 192.0 in L= 48.5 in Location Elevation hl= 3.0 in h2= 16.6 in h3= 16.6in h4= 16.6in h5= 16.6in h6= 16.6 in h7= 23.5 in h8= 3.0in h9= 15.9in h10= 15.9 in h11= 15.9 in h12= 15.9in h13= 15.9in e Total Height= 192.0 in Anchor (1) 1/4° X r Embed HiltiKBII per post (ICBO 4627)'Noinspection Required Foot Plate 5-1/4" X 2-1/2" X 14 ga FPD at.double. 0 L0 post& 2-1/2"x2-1/2° x 14 ga FPS at single "L" post Slab 5 in thiclcx 2000 psi slab/1000 psf soil Notes DRBZ48&36 LEVEL 1 TO 6, 8, 10 & 12 DOWNAISLE. DRBZIS @ SAME LEVELS CROSS AISLE DRBLP48&36 LEVEL 9, 11 & 13 DOWNAISLE. DRBLP18@ SAME LEVELS,CROSS AISLE DSC DECK SUPPORT BEAM AT 43• & 36" O.C. AT LEVE._ 7 GEMOLOGICAL INSTITUTE E-0255 RAPID CATWALK.xis Pa'ile 3 of l \ Load 100 lb 100 lb 100Ib 100Ib 100Ib 100 lb 492Ib 100 lb 100Ib 100Ib 100 lb 100Ib 100Ib 0.27 OK 0.42 OK 0.26 OK 0.09 OK 0.04 OK 0.11 OK 4/1/2005 5trJctural · ~;ns:lneerlng 17.295. Doootass Rd Ste B CA 92806 Te~ 7t4.456.0056 Fax: 714.456.0066 By. AA Project: Gemologicpl lnstiMe Seismic Forces Configuration: Unit 192H x 48W x 180 Lateral analysis is.performed with regard to CBC section 2228.5.2. l3«;1se shear is highest of 2.5*Ca*I*W/(R*1.4) (EQ 30-5) Seismic Zone, Z= 0.4 Na= 1.0 Rtransv= 5.6 Ca* Na= 0.44 Seismic Load Frame Type= Double Row/Aisle Tied VEQ30-s= 0.1403 vrrinimun= 0.015 Rlong= 5.6 Seismic toeff= 0,1403 (Either: Direction) or 1.5% of l:ive Load·(Minimum) # of levels= 13 Depth= 18.5 in I= 1.0 ,,. .t. hb t M i. Down Aisle Seismic Shear (Longitudinal) Cross Aisle Seismic Shear (f ransverse) Project #: E-0255 ., 7 V Elevation 61.95625 n-long=nL = 2 (Less t:mu,; 4 posts tied-Sec 2228.5.2) n-transv=ni-= 2 (Cross aisle tied posts-Sec 2228.5.2) Wlong= l:(LL/nL +DL) = 976Ib Vlon~=VL= 0.1403 * 976 lb = 136Ib VJ2= 68.0lb Transverse DistribJJtion Level LL/ot 1 SO lb 2 SO lb 3 50Ib 4 50Ib 5 SO lb 6 50Ib 7 i46Ib 8 50Ib 9 50Ib 10 SO lb 11 SO lb 12 50Ib 13 50Ib Sum: 846Ib Transverse Column Loads Pstatic= l:(LL +DL) = 911 lb DL hi 10Ib 3in 10Ib 20in 10Ib 36in 10Ib 53in 10Ib 69fn 10Ib 86 iri 1011) 110in 10Ib 113in 10Ib 128in 10Ib 144in 10Ib 160io 10Ib 176in 10Ib 192in 200·Ib W=1046Ib Pseismic= Movt/D = 950Ib Mtrahsv=Mr= 507 in-lb GEMOLOGICAL INSTITUTE E-0255 RAPID CATW~xl5 wi*hi 180 1,176 i;172 3,168 4,164 5,160 28,032 6,750 7,704 8,658 9;612 10,566 11,5~ 98,862 Wtransv= L{LL/nr+DL} = 976Ib Vtransverse=Vy= 0.1403 * 976 lb = 137Ib Fi R*hi Vn o.2·It> 1 in-lb 69.00 lb 1.6Ib 31 in-lb 63.691b 3.0lb 109in-lb 58.381b 4.4Ib :?32in-lb 53.08Ib 5.81b 403in-!b 47.77ib 1.2Ib 619in-lb 42.46Ib 38.8Ib 4,249in-lb 37.15Ib 9.4Ib 1,058i1Hb 31.85Ib 10.7Ib 1,374in-lb 26.54!b 12.0 lb 1,732in-lb 21.23 lb 13.3Ib 2,131 in-lb 15.92Ib 14.6Ib 2,571 in-lb 10.62Ib 16.0lb 3;072 in-lb 5.31 lb VT/col= 69.0 lb Moment Resisting Dbl Rivet Beams hb Mn Mconn 3in 207 in-lb 368 in-lb 17in 529 in-lb 507 in-lb 17in 485 in-lb 463 in-lb 17in 441 in-lb 419 in-lb 17in 396 in-lb 374in-lb 17in 352 in-lb 394 in-lb 24in 437 in-lb 242 in-lb 3in 48 in-lb 129 in-lb 16in 211 in-lb 190 in-lb 16in 169 in-lb 148 in-lb 16in 127 in-lb 105 in-lb 16in 84in-lb 63 in-lb 16in 42 in-lb 21 in-lb Smllarly, Mlong= 521 m-lb Mconn-long= 499 in-lb Longitudinal Column Loads Pst:atic= L(LL +DL) = 911 lb Mlong= Mr""V,JVT = 521 in-lb Pa~e -~ of ll 4/1/2005 ,Structural ConEt ngineering 17.29 s. Qoualgss Rd Ste B CA 92§06 Tel: 714.456.0056 Fax: 714.456.0066 By: A.,A.. Project: Gemological.llistitute Project #: E--0255 Transverse Column Loads (Weak Axis Bending) . Configuration: Unit 192H x 48W x 18D Conforms to the requirements of Chapter CS of the 1996 AISI Colli Formed St~ Design Manual for combined bending and axial loads. Net Section Properties Column= (APH16) Dbl L1-7/8" x 14ga Aeff = 0.471 in"2 Ix (down;:iisle) = 0.297 in"'4 Sx (downaisle) = 0.158 in"3 rx (downaisle) = 0.794 in Iy (crossaisle) = 0.177 in"4 Sy (crossaisle) = 0.129 in"3 ry (crossaisle) = 0.614 in Fy= 36 ksi Loads Load-Case: (R.Jlly Loaded) Qf= 1.67 E= 29-,500 ksi Cb= 1.0 Cmx= 0.85 Kx= 1.0 Lx = 23.5 in Ky= 1.0 Ly= 23.5in Axial=P= 1,441 lb Moment=My= 529 in-lb Axial Analysis KxLx/rx = 1*23S/0.7942" = 29.6 Kyly/ry = 1*23.5''/0.6139'' = 38.3 fe= n"2E/(KL/r)max"2 = 198.7ksi Pn= Aeff*Fn = 16,1741b P/Pa= 0.17 Bending Analysis > 0.15 Check: P/Pa + (Cmy*My)/(May*µ) :;; 1.33 P/Pao + My/May :,; 1.33 Pno= Ae*fy Fy/2= 18.0 ksi Qc= 1.92 Pao= Pno/fic Fe> Fy/2 Fn= Fy(l-Fy/4Fe) = 36 ksi*[l-36 ksi/{4*198.7 ksi}] = 34.4ksi Pa= Pn/Qc = 16174 lb/1.92 = 8,4241b Myield=My= Sy*Fy = 0.471 in" 2 *36000 psi = 16,942 lb = 169421b/1.92 = 8,8241b = 0.129 in"3 * 36000 psi = 4,658 in-lb May= My/nf = 4658 in-lb/1.67 = 2,789irHb µ= {1/[1-(Qc*P/Pcr)JY-1 = {1/[1-(1.92*1441 lb/156530 lb}]}"-1 = 0.98 Combined Stresses Per= nA2EI/(KL)max"2 = n/\2*29500000 psi/(1*23.5 in}"-2 = 156,5301b (1441 lb/8424 lb)+ {0.85*529 iJrlb)/{2789 in-lb*0.98) = (1441 lb/8824 lb)+ (529 in-lb/2789 in-lb) - 0.34 0.35 < 1.33, OK < 1.33, OK (:::i:tv!()LOGICAL 1Ni:-TITL1Tf: f:-0255 RAPID CATWALK.xis Paqe ) of l\ (EQ CS-1) (EQCS-2) 4/1/20C:5 1.Stractural C2;~"En:ineerlng 1729 S. Dougtgss 8d Ste B CA 92806 Tek 714.456.0056 Fax: ?4.456.0066 By. AA. Project: Gamofogi=I Institute Project lt: E-0255 Longitudi!'lal Column Loads (Strong Axis Bendi~} Configuration: Unit 192H x 48W x 180 Conforms to the requirements of Chapter CS of the 1996 AISI Cold Formed Steel Design Manual for combined bending and axial toads. Net Section Properties Column= (APH16) Dbl L1-7/8., x 14ga Aeff = 0.471 in"2 Ix (downaisle) = 0.297 in"4 Sx (downaisle) = 0.158 in"3 rx (downaisle) = 0.794 in Iy (crossaisle) = 0.177 in"4 Sy (crossaisle) = 0.129 in"3 ry (crossaisle) = 0.(?14 in Fy= 3? ksi Loads Load Case: (Fully Loaded) Q.f= 1.67 E= 29,500 ksi Cb= 1.0 Cmx= 0.85 Kx= 1.0 Lx = 23.5 in Ky= 1.0 Ly= 23.5 in Axial=P= 911 lb Moment=Mx= 521 in-lb Axial Analysis Kxlx/rx = 1*23.5"/0.7942" = 29.6 Fe= n"2E/(KL/r)max"2 = 198.7ksi Pn= Aeff*Fn = 16,1741b P/Pa= 0.11 Bending Analysis < 0.15 Check: P/Pa + My/May 5. 1.33 Pno= Ae*Fy Kyty/ry = 1 *23S /0.6139" = 38.3 Fy/2= 18.0 ksi Qc::: 1.92 Pao= Pno/Qc Fe> Fy/2 Fn= Fy(1-Fy/4Fe) = 36 ksi*[l-36 k.si/(4*198.7 ksi)J = 34.4ksi Pa= Pn/Qc = 16174 lb/1.92 = 8,4241b Myield=My= Sx*Fy = 0.471 in"'2 *36000 psi = 16,942 lb = 169421b/1.92 = 8,8241b = 0.158 in" 3 * 36000 psi = 5,699 in-fb May= My/Qf = 5699,in-lb/1.67 = 3,412 in-lb µ= {l/[l-(Qc*P/Pcr)}}"-1 = {1/[i-(1.92*911 lb/156530 lb)J}"-1 = 0.99 Combined Stresses Po-= nA2B/(KL)max"2 = n"2*29500000 psi/(1*23.5 in)"-2 = .156,530 lb (911 lb/8424 lb) + (521 in-lb/3412 in-lb) = 0.26 < 1.33, OK Gf:lv1C:[.OGICAL IN5TITUTE E-0255 RAPID CATWALK.xis Faqe i of l \ (EQ CS-3) 4/!/2CC:5 Structural c,n~:lneering 17.29 S. Douqlgss Rd. Ste B CA 92806 Tet: 71:4.456.0056 Fox: 714.456.0066 By: AA Project: Gemological Institute Project Ii: E-0255 Double Rivet Beam. <:onfigura~: Unit 192H x 48W x 18D Downaisfe beam Beam Type= Double Rivet Z (DRBZ) Ix= 0,0330 inA4 Sx= 0.037 in,..,3 u ~E ~1 11111111 Fy-beam= 36,000 psi Shelf Span=L= 49 in V ~'ifl~~'if"'~ Check Beam Bendil'!g Max Shelf LL= 110 lb L0gd=w=Ll/(2*L):;: 13.6 plf M= w* LA2/8 ::::: 333in-lb fb= M/Sx· = 9,006psi Fb= 0.6* Fy. 21,600psi fb/Fb= 0.42 OK Dbt Rivet: "Z" Beam Down~isle~m L Shelf Plan View ~ Beam Deflection E= 29,500,000 psi D= 5 * w * L A4/(384 * E * Ix) = 0.0866 in Dallow= L/180 = 0.27in OK Check Single Rivet Beam .Beam Type= Double Rivet Lo Prof (DRBlP) Jx= 0.0120 jnA4 Sx= 0.022 inA 3 fb= 0.7 OK Check DRB Beam Rivets For Static + Seismic Loads D= 0.2380 in OK Dbl Rivel: Low Pottle Beam Rivet Spacing=d= 1.5 in Rivet diameter= 0.25 in Fy-rivet= 50,000 psi M= 507 in-lb C= M/d = 3381b Shear capai;ity= Rivet Area * 0.4 * Fy-rivel: * 1.33 tmin= 0.075 in Fu= 58,000 psi W= (LL+DL)/4 =. 281b = [(0,25 in)"'2 * JJ!/4] * 0.4 * 50000 psi * 1.33 = 1,3091b Bearing:Gapacity= Rivet Diam * tmin * Fu * 1.2 * 1.33 = 1,7401b Effective Shear= [(:/·l/2)A2 + C"'-2]AQ,5 = 3381b OK GEMOLOGICAL IN~TITUTE E-0255 RAFID CATWALK.xis Pa<3e r of l \ -t- 4 _L w Beam to Column Columri Rivet Be~m 4/1/2005 S~Ctu~a1 ~"l=:ineering ~ . 1729 S. Douglass Rd, Ste B Anaheim, CA92806 Tel: 714.456.0056 Fax: 714.456.0066 . . By: A.A. Project: Gemological Institute Project #: E-0255 Catwalk Deck Support . Section Properties Beam Member= Rapid Rack DSC Deck Support -tr 1-1/16" Loads ·Bendin Deflection Ix= 0,651 jnA4 Sx= 0.433 inA3 Length=L= 48.0 in Lu= 48.0 in Fy= 36,000 psi Deft Oiteria -L/ 240 % End Fixity= 0 % Dist Load=W= .28.3 lb/in Fb= 0.6 * Fy = 21,600 psi Fb-eff= 21,600 psi Mcenter= wU'-2/8 = 8;150 in-lb · M= -.8,150 in-lb fb= (M/Sx)/a = 18,823 psi Deft-allow= L/240 = 0.200 in Thickness= 0.075 in LL= 75 psf DL= 10 psf trib width= 4.0 ft 0= 0.0 Mcenter= Mcenter(simple ends) = wLA2/8 Mends= 0 in-lb fb/Fb= 18823 psi/21600 psi r 3-1/16" l 11ga -------~ 2" ~ I = 0.87 <= 1.0, OK Deft= [5wLA4/(384*E*Ix)] 7 [5*28.3lb/in*(48 in)A4/(384*29.5x10A6 psi* 0.651 inA4)]*1 -0.102 in <= 0.2 in, OK agef.'\o ll St~tura1 Uon~ts r;fiii.:f?J C ngineering ~ 1729 S. Douglass Rd, Ste B Anaheim, CA92806 Tel: 714.456.0056 Fax: 714.456.0066 By: A.A. Project: GIA Plank Grate Deck Section Properties Beam Member= 9xl-1/2x16ga Plank Grate Loads Bendin Deflection Ix= 0.172 inA4 Sx= 0.142 inA3 Len!Jth=L= 48.0 in Lu= 48.0 in Fy= 36,000 psi Deft Criteria -L/ 240 % End Fixity= o % Dist Loac;l=w= 5.2 lb/in Fb= 0.6 * Fy = 21,600 psi Fb-eff= 21,600 psi Mcenter= wLA2/8 = 1,498 in-lb M= 1,498 in-lb fb= (M/Sx)/a = 10,546 psi Deft-allow= L/240 = 0.200in Project #: E-0255 9" Thickness= 0.060 1-1/2" ( 16ga J LL= 75 psf DL= 8 psf Trib width= 0.75 ft 0= 0.0 Mcenter= Mcenter(simple ends) = wV'2/8 Mends= O in-lb fb/Fb= 10546 psi/21600 psi Check Bolt End Shear= 124 lb Bolt Diam= 0.5 Fv= 10,000 psi # Bolt=N= 2 Allowable Load= Bolt Area * N * Fv = 3,926 lb OK = 0.49 <= 1.0, OK Deft= [5wL A4/(384*6*Ix)] = [5*5.2 lbiin*(48 in)A4/(384*29.5x10,._6 psi* 0.1718' inA4)]*1 = 0.071 in <= 0.2 in, OK age~. 1.--o l u \ . Str~ctural ~0"En:lneerlng 1729 S Douglass Rd Ste B CA 92806 Tet 71.4.456.0056 Fax: 714.456.0066 By: AA Project: Gemological Institute Ancho~ Configuration: Unit 192H x 48W x 180 Check overturning per section 2228.7.1 of the 1997 UBC. Loads. Vtrans=V= 136 lb DI./Frame= 130 lb LL/Frame= 1,692 lb Wst=(0,9*DL+LL)total= 1,8091b LL@ TOP= 100 lb DL/Lvl= 10 lb DL *0.90= 9 lb Lateral Ovt Forces=~(R*hi)= 17,580 in-lb Frame Depth=D= 18.5 in Htop-!vl= 144.3 in # Levels:: 13 · # Anchors/End= 1 Project #: E-0255 ---v T SIDE El EVATION Fully Loaded rack Vtrans= 136 lb Mst= Wst * D/2 Uplift=T= (Movt-Mst)/D Movt= i:(R*hi)*1.15 = 20,217 in-lb = 1809 lb * 18.5 in/2 = 16,733 in-lb = (20217 in-lb -16733 in-lb)/18.5 in = 188lb Top Level Loaded Only Critical Level= 13 Anchor Vtop= 2.S*ca*I(DL +LL@top/n-transv)/(R*l.4) = 0.1403 * (100 lb+ 10 lb) = 151b Mst= 0.9*(DL-total + LL-top) *D/2 = (100 lb+ 10 lb*0.9)* 18.5 in/2 = 1,008 in-lb Hgt@ Lvl 13= 144.3 in Movt= Vtqp*Htop*1.15 = 15 lb* 144.3 in * 1.15 = 2,489 in-lb Uplift:= T = (Movt-Mst)/D = (2489 in-lb -1008 irHb)/18.5 in = 801b Check (1) 1/4" x 2" Embed Hilti KBII anchor(s) per base end. Special inspection is not required per ICIW 4627. Fully Loaded: Top Level Loaded: Pullout capacity= Tcap= 265 lb Shear capacity=Vcap= 400 lb Tcap*Phi= 352 lb Vcap*Phi= 532 lb · L.A. Qty jurisdiction? NO Phi= 1.33 (188 lb/352 lb )A 1.666 + (68 lb/532 lb )A 1.666 = (80 lb/352 lb)A1.66p + (8 lb/53211:l)Al.666 = GEMOLOGICAL INSTITUTE E-0255 RAPID CATWALK.xis Paqe 4 of \ l 0.38 0.09 <= 1.0 OK <= 1.0 OK 4/l/2005 St~ucturol Cr'E'.:,neering 1729 S. Dauatgss Rd Ste B CA .9;.2806 Te~ 7¾.456.0056 Fax: 714.456.0066 By. AA . Project: Gemological Institute 13ase Plate Configuration: Unit 192K X 48W x 18D Section Actual base plate is 5-1/4" x 2~112· x 14ga FPO at double "L" post. & 2-1/2" x 2-1/2~x 14ga FPS at single "L" post Width=B = 4.00 in Oept!l=D = 2.00 in Plate Thickness=t = 0.075 in Column Width=b = 3.750 in Column depth=b = 1.875 in L::. 0.13 in Down Aisle Loads P= 9111b Axial Bearing stress=fa = P/A = P/(D*B) = 114psi Moment Stress=fb = M/S = 6*Mb/[(D*BA2J = 0.0 psi Moment Stress=fbl = fb-fb2 = 0.0 psi Fy = 36,000 psi Mbase=Mb = 0 in-lb (Pinned Base) Ml= IM..A2/2= fa*LA2f2 = 1 in-lb Moment Stress=fb2 = 2 * fb * L/B = O.Opsi M2= fb1*LA2)/2 = 0 in-lb M3 = (1/2)*fb2*L *(2/3)*L = (1/3)*tb2*L Al = 0 in-lb Mtotal = Ml +M2+M3 = 1 in-lb/in S-plate = (l)(tA2)/6 = 0.001 inA3/in fb/Fb = Mtotal/[(S-plate)(Fb)J = 0.03 OK Cross Aisle Loads Pstatic= 911 lb L = Base Plate Depth-Col Depth = 0.13 ln fa= P/A = P/(D*B) = 180 psi Sbase/iri = (l)(tA2)/6 = 0.001 inA3/in fb/Fb = M/[(S-plate)(Fb)J = 0.04 OK Pseismic= 530 lb Fb = 0.75*Fy*l.33 = 35,910 psi P=Pstatic+Pseismic= 1,441 lb M= wLA2/2= fa*LA2/2 = l in-lb/in Fbase = 0.75*Fy*1.33 = 36~000 psi GEMOLOGICAL INSTITUTE E-0255 RAPID CATWALK.xis Paqe lo of I\ Project #: E-0255 p 4/1/2005 JStrdctural . s~"En:lneering 1729 S. Qougfqss Rd, Ste B CA 9.2806 Tef: 714.456.0056 Fax: 1!4.456.0066 By:·AA Slab on Grade SLAB EtEVATlON' Base Plate B= 4.00 in D= 2.00 in Load·Case 1: Product + Seismic PrciductDL= 130 lb Produq: LL= 846 lb Puncture I Project: Gemological Institute · Configuration: Uni~ 192H x 48W x 18D Baseplate Plan View Project #: E-0255 Concrete fc= 2,000 psi tslab=t= 5.0 in phi=0= 0.65 width=a= 3.75 in clepth=b= 1.88 in eff. baseplate width=c= 4.00 in eff. baseplate depth=e= 2.00 in P-seismic=E= {Mbvt/Frame. depth }*1.4 = 7421b (Strength Design Loads) Pu= 1.1*(1.2PDL + 0.5PLL + 1.0*E) = 1,453 lb (Sec 1612.2.1, EQ 12-5} Fpunct= 2*sqrt(fc) = 89.4psi Apunct= [(c+t}+(e+t)]*2*t = 160.0 in"2 Slab Bending I Asoil= (P*i44)/(fsoil) = 209 in"Z x= (l.:-y)/2 = 0.8in Fb= 5*(phi)*(fc)"0.5 = 145.34 psi Load Case 2: Static Loads Puncture POL= 130 lb Pu= 1.4*PDL + 1.7*PLL = l,620[b Apunct= [(c+t)+(e+t)]*2*t = 160 i.n"2 Slab Bending Asoil= (Pu*144)/(fsoil) = 233 in"'2 x= (L-y)/2 = 1.2in Fb= 5*(phi)*(fc)"0.5 = 145.34 psi L= (Asoil)"D.5 = 14.46in M= w*x"2/2 = (fsoil*x"2)/(144*2) = 2in-lb (Sec 1922.5.1) PU..=846[b {Sec 1909.2.1, EQ 9-1) L= (Asoil)"0.5 = 15.27 in M= w*x"2/2 = (fsoil*x"'2)/(144*2) = 5irHb (Sec 1922.5.1) GEMOLOGICAL INSTITUTE E00255 RAPID CATWALK.xis Paqe ll of I\ fv}Fv= Pu/(Apunct*Fpunct) = 0.10 < 1.33 OK y= (c*e)AQ.5 + t*2 = 12.Sin 5-slab= l*t."2/6 = 4.17 in"3 fb/Fb= M/(S-slab*Fb) = 0.00 < 1.33, OK Fpunct= 2*sqrt(fc) = 89.4psi fv/Fv= Pu/(Apunct*Fpunct) = Opll < 1.0 OK y= (c*e)"0.5 + t*2 = 12.8 in S-slab= l*t" 2/6 = 4.1]jnA3 fb/Fb= M/(5-slab*FI>) = 0.01 < 1.0, OK 4/1/2005 , St~tu;al · \.,on~ts ,\!:;,,,~;;:T, --/ ngineering 1729 S. Douglass Rd, Ste B Anaheim, CA 92806 Tel: 714.456.0056 Fax: 714.456.0066 By: AA Project: GemologiGtl Institute Design Specifications Configuration: Typical Stail'. System 1) Toe analyses presented herein conforms to the requirements of the 2001 CBC, utilizing Table 16-A & 16-B 2) Stringer steel Fy= 36000 psi Tread steel Fy= 36000 psi Post steel Fy= 50000 psi Handrail steel Fy= 50000 psi 3) Bolts shall conform to A'307 unless noted otherwise on the plans or calculations. · 4) All welds shall conform to AWS procedures, utilizing E70xx electrodes or similar. All such 'Nelds shall be performed in shop, with no field welding allowed other than those supervised by a licensed deputy inspector. Design Loads Exit Facility LL= 100 psf Framing DL= 10 psf Configuration (UBC Table 16-A, cat. 5) R.un 185 in. Typical Stair Elevation Page -A\ of ~ Project#: E-0255 Rise 110 in Stt!tura, -~r~:ineering 1729 S. Douglass Rd. ste B Anaheim. CA 92806 Tel: 714.456.0056 Fax: 714.456.0066 By: AA Project: Gemologic;il lnsHfote Tread & Connection Tread must resist 300 lb point load per 2001 CBC Table 16-A, footnote 6 Bending Tread= 10· x 2" x 14 ga Diamond Pfate Fy= 36,000 psi P= 300Ib M:;:: P*L/4 ·C9nnect_ion = 2,700 psi S= 0.412 in"'3 Shear=R= P = 300 lb Stringer & Connection L= 36.in Fb= 0.6* Fy = 21,600 p$i fb/Fb= (M/5)/Fb = 0.3 N=# Bolts= 2 Bolt Diam:::; 0.375 in tmin= 0.1375 in OK Stringer must resist uniform load per 2001 CBC Table 16-A, Category 5. · Stringer= Z 10x2-3/8x12ga Ix= 20.07 in"4 Bendi11g_ Sx= 4.00 in"3 DL= 10 psf LL= 100 psf Fy= 36,000 psi M=:= w* L"2/8 = 19,862 psi Connection Shear=R= w * L/2 = 1478Ib Rise= ll0in Run= 185in Tread Length=L= [Rise"2 + Run"2]"0.5 = 215in Support at Ctr= Yes . Effl= 107.5 in Fb= 0.6*Fy = 21,600 psi fb/Fb= (M/Sx)/Fb = 0.23 OK N=# ,Bolts= 2 Bolt Diam= O.SOQ in tmin= 0.1375 in Deflection I= 0.640 in"4 ·E= 29,000,000 psi D= PL" 3/( 48*E*I) = 0.016in Dallow=L/ 240 = 0.150in Project#: E-0.255 I__ 10" 2" r 1 [ t=f4aa OK Fv= 10 ksi Fu= 58 ksi Shear capacity= N * Bolt Area * Fv = 2,209 lb OK J Bearing capacity= N * Bolt Diam * tmin * 1.2 * Fu = 7,1781b OK Trib Width= Tread Length/2 = 1.5 ft W= (LL + DL) * Trib Width = 165.0 plf Deflection E= 29,000,000 psi D= 0.0092*w*l/'4/(E*I) = 0.029in Dallow=L/ 240 = 0.896in OK -f 10" l fv= 10 ksi Fu= 58ksi Shear capacity= N * Bolt Area * Fv = 3,9271b OK t=12 H 2-3/8" ~ring capacity= N * Bolt Diam * tmin * 1.2 * Fu = 9,5701b OK ·st~tural Vo~ts · ,::, l:ngineering 1729 s. Douglass Rd. Ste B Anaheim,CA 92806 Tel: 714.456.0056 Fax: 714.456.0066 By: A.A. Project: Gemologfal lnsUhrl:e Post &. Handrail Po.st & Handrail designed to resist 200 lb point k>ad per Table 11?-B, Footnote 11 Post Point_LOad=P= 200 lb Post= 1-1/4" Sch 80Pipe Height=H= 42.0 in S= 0.291 in Fy= 501000 psi P= 200ib M;::: P*H/2 = 4,200 in-lb Handrai,. Handrail= 1.5 x 16 ga Pipe Length=L,= 60.0 in S= 0.114in Fy= '50,000 psi P:::; 200 lb M= P*L/4 = 3,000 in-lb Fb= 0.6* Fy = 30,000 psi fb/Fb= (M/S)/Fb = 0.48 Fb= 0.6* Fy = 30,000 psi fb/Fb= (M/S)/Fb =0.88 Project#: E-0.255 0 OK PT H Post Elevation OK 0 , .. L --+- • p Rail Elevation ·s~tu'ral ef E:ineering 1729 S. Douglass Rd, Ste B Anaheim. CA 92806 Tei: 714.456.0056 Fax: 714.456.0066 By: AA Project: GemologiGll lnsl:i-l:u-1:e Guardrail Post &. Rail Post & Handrail designecfto resist 200 lb point loaclperTable 16-B, Footnote 1~ Guardrail Post Point Load=P= 200 lb Post= 1.625• o.d. X 0.095 Height=H= 42.0 in 5= 0.165 jnA3 Fy= 50,000 psi P= 200 lb M= P*H/2 (2 posts share load) = 4,200 in-lb Po:5t To Basepla~ Connection Post fs Welded directly to the baseplate with all around 1/8• fillet weld Mbase= 4,200 in-lb Sweld= 0.210 inA3 Fv= 70,000 psi Fb= 0.6* Fy = 30,000 psi fb/Fb= (M/5)/Fb = 0.85 OK Project#: E-0255 0 PT H Post Elevation Matrow= Sweld * 0.3 * Fv d = 4,410in-ll> OK Baseplate to Floor Connection Guardrail Mbase= 4,200 in-lb d= 3in TbQlt= Mbase/(d*2) = 7001b Handrail= 1.5" o.d. x 16ga Length=L= 60.0 in S= 0.100 in Fy= 50,000 psi P= 200ib M= P*L/4 = 3,000 in-lb Ft= 44,000 psi Tallow= (5/16.)A2*pi/4 * Ft = 3,375 lb · OK Fb= 0.6* Fy = 30,000 psi fb/Fb= (M/S)/Fb = 1.00 Guardrail Base Plate 0 OK ..,[ •---L ---~ t p Rail Elevation tructural I I ng1neer1ng 1729 S. Douglass Rd, Suite B Anaheim, CA 92806 Tel: 714.456.0056 Fax: 714.456.0066 e-mail: sceng@engineer.com PrQject Name :, GEMOLOGICAL INSTITUTE OF AME1<1cJiR O l iOOS Prqject Number: E:-O255 Date : 04101105 , Street Address: 1964 KELLOGG AVENUE City/State: CARLSBAD, CA. 92018 Scope of Work: CATWALK SHELVING , · St;uctural ConEs ngineering 1729 :S. Daualass l<d :Ste B CA 92806 Tet .714.456.0056 Fax: 714.456.0066 By: AA Project: Gemological lnstitut? Prqect #: E-0255 Design Data Configuration: Unit 192H x 48W x 18D 1) Toe analyses of the light duty ~ fixti.lres conforms to the requirements of the 2001 califomia Bldg Code (CBC) Section 2222. 2) Steel minimum yield, Fy= 36 ksi unless otherwise noted on the plans·or analysis herein. 3) Anchor bolts shall be provided by installer per ICBO reference oo the calrulations herein. Toe installer must provide any special inspection as called out on plans or calculations, or as required by the ICBO report indi~ herein. 4) All welds shall conform to AWS procedures, utilizing E70xx electrodes or similar. All such welds shall be performed in shop, with nci field welding allowed other than those supervised by a licensed deputy inspector. 5) Toe slab on grade is assumed to be 5" thick with minimum 2000 psi compressive strength. Soil bearing capacity is 1000 psf. GEMOLOGICAL INSTITUTE E-0255 RAPID CATWAl.:K.xls Page 2 of I\ 4/1/2005 'st;uctural ~CS"E,:ineerlng ·~~-1729 S. Doualass Rd Ste B CA 92B06 Tel: 714.456.0056 Fa:x: 714.456.0066 By: AA .Pr'!iect: Gemological Institute Prqject ti: E-0255 Summary of Results Configuration: Unit 192H x 48W x l~D t---481/'Z' &.3611-2"---j' I ORBLP48 & DRBtJ'36 I Shelf Configuration ' 192'' 1091, Column Beam Beam Rivet DABZ48& DABZ36 DABZ48 & DABZ56 ORBZ48 & ORBZ36 ORBZ48& ORBZae DRBZ48 & DABZ36 ORBZ48 & ORBZ36 FRONTVJEW Code Criteria= 2001 CBC Seismic Zone= 4 Na= 1.00 Nv= 1.00 Steel Fy= 36,000 psi 109t Product L:L= 100 lb/Lvi CATWAIJ< LL= 75 psf CATWALK DL= 7 psf Comoonent Summary {APH16) Dbl Ll-7/8" x 14ga Double Rivet Z (DRBZ) & DRBLP 1-1/2° Spacing I # of Levels= 13 D= 18.5 in H= 192.0 in L= 48.5 in Location Elevation hl= 3.0 in h2= 16.6 in h3= 16.6in h4= 16.6in h5= 16.6in h6= 16.6 in h7= 23.5 in h8= 3.0in h9= 15.9in h10= 15.9 in h11= 15.9 in h12= 15.9in h13= 15.9in e Total Height= 192.0 in Anchor (1) 1/4" x 2• Embed Hilti KBII per post (ICBO 4627) No Inspection Required Foot Plate 5-1/4" x 2-1/2"x 14 ga FPD at double ·L" post& 2-1/2" x 2-1/2" x 14 ga FPS at single "L" post Slab _ 5 in th~ x 2000 psi slab/1000 psf soil Notes DRBZ48&36 LEVEL 1 TO 6, 8, 10 & 12 DOWNAISLE. DRBZ18 @ SAME LEVELS CROSS AISLE ·DRBLP48&36 LEVEL 9, 11 & 13 DOWNAISLE. DRBLP18@ SAME LEVELS CROSS AISLE DSC DECK"SUPPORT BEAM AT 48• & 36• O.C. AT LEVEL 7 Load 100 lb 100 lb 1001b 1001b 1001b 1001b 4921b 100 lb 1001b 100 lb 100 lb 1001b 1001b 0.27 0.42 0.26 0.09 0.04 0.11 OK OK OK OK OK OK GEMOLOGICAL INSTITUTE E-0255 RAFID CATWALK.xis Paqe 3 of ( \ 4/1/2005 ~Str:ctural ConEs ngineering 17.29 S. Douglass Rd Ste B CA 92806 Te~ 714.456.0056 Fax: 714.456.0066 By: AA Project: Gemological lnstiMe Seismic Forces Configuration: Unit 192H x 48W x 180 Lateral analysis is performed with regard to CBC section 2228.5.2. Base shear is _highest of 2.5*ca*I*W/(R*l,4) (EQ 30-5) Seismic Zone , Z= 0.4 Na= 1.0 Rtransv= 5.6 ca* Na= 0.44 Seismic Load F.rarne Type= Double Row/Aisle Tied VEQ30·5= 0.1403 Vm1rnmum= 0.015 Rlong= 5.6 Seismic Coeff= 0.1403 (Either Direction) or 1.5% of Live Load (Minimum) # qf levels= 13 Depth= 18:5 in I= 1.0 I' i hb 1 , M J Down Aisle S!:listnic Shear (Longitudinal) Cross Aisle Seismic Shear (Transverse) Prqject *I: E-0255 V 7 Elevation 61.95625 n-long=nt = 2 (Less than 4 posts tied'-Sec 2228.5.2) n-transv=nr= 2 (Cross aisle tied posts-Sec 2228.5.2) Wlong= Z(LL/nL+DL) . = 976 lb Vlong=Vt = 0;1403 * 976 lb = 136 lb VJ2= 68.0 lb Transvel"!!e Disbibution Level LL/nr 1 501b 2 SO lb 3 501b 4 501b 5 SO lb 6 501b 7 2461b 8 501b 9 SO lb io SO lb 11 SO·lb 12 501b 13 SO lb Sum: 8461b Transverse Column Loads Pstatic= I:(LL +DL) = 911 lb DL hi 101b 3in 101b 20 in l,Olb 36in 101b 53in 101b 69in 101b 86in 10 lb 110in 101b 113in 101b 128in 101b 144in 101b 160in 101b 176in 101b 192in 2001b W==l0461b Pseismic= Movt/D = 9501b Mtransv=Mr-= 507 in-lb GEMOLOGICAL INSTITUTE E-0255 RAPID CATWALK.xis wi*hi 180 1,176 2,t72 3,168 4,164 . 5,160 28,032 6,750 7,704 8,658 9;612 10,566 11,5;20 98,862 Wtransv= ZCLL/nr+DL) = 9761b Vtransverse=V-r= 0.1403 * 976 lb = 1371b Fi R*hi Vn 0.21b 1 in-lb 69.00 lb 1:6 lb 31 in-lb 63.69 lb 3.0lb l,09in-lb 58.381b 4.41b 232 in-lb 53.081b 5.81b 403in-lb 47.771b 7.21b 619 in-lb 42.461b 38.Blb 4,249in-lb 37.15 lb 9.41b 1,058 in-lb 31.851b 10.71b 1,374in-lb 26.541b 12.0 lb 1,732 in-lb 21.23 lb 13.31b 2,131 irl-'lb 15.92 lb 14.61b 2,571 in-lb 10.62 lb 16.0lb 3,072 in-lb 5.31 lb VT/col= 69.0 lb Moment Resisting Dbl Rivet Beams hb Mn, Mconn 3in 207 in-lb 368 in-lb 17in 529 in-lb 507 in-lb 17in 485 in-lb 463 in-lb 17in 441 in-lb 419 in-lb 17in 396 in-lb 374 in-lb 17in 352 in-lb 394 in-lb 24in 437 in-lb 242 in-lb 3in 48 in-lb 129 in-lb 16in 211 in-lb 190 in-lb 16 in 169 in-lb 148 in-lb 16in 127 in-lb 105 in-lb 16in 84in-lb 63 in-lb 16in 42 in-lb 21 in-lb 137 lb -=ps79JJ it-I> Smilarty, Mlong= 521 in-lb Mcorm-long= 499 in-lb LongitudinalColumn Loads Pstatic= I:(LL +DL) = 911 lb Mlong= M-r"'V,JVT = 521 in-lb Pa~e ~ of ll 4/1/2005 · rStr~ctural ConEs ngineering 1729 :S. Douglass Rd :Ste B .CA 92806 Tel: 714.456.0056 fox: 714.456.0066 By: AA. Project: Gemological Institute Project *I: E-025.3 Transverse Column Loads (Weak Axis Bending) Configuration: Unit 192H x 48W x 18D . Conforms to the requirements of Olapter-CS d the 1996 AISI Cold Formed Steel Design Manual for combined bending and axial loads. Net Section Properties Column= {APH16) Dbl U-7/8" x 14ga Aeff = 0.471 in"2 Ix (downaisle) = 0.297 in"'4 Sx {downaisle) = 0.158 in"3 rx (downaisle) = o.794 in Iy (crossaisle) = 0.177 in"4 Sy (crossaisle} = 0.129 in"3 ry (trossaisle) = 0.614 in Fy= 36 ksi loads Load case: (Fully Loaded) nf= 1.67 E= 29,500 ksi tb= 1.0 Cmx.= 0.85 Kx= 1.0 Lx = 23.5 in Ky= 1.0 Ly= 23.Sin Axial=P= 1,441 lb Moment=~= 529 in-lb Axial Analysis Kxl.x/rx = 1 *23.SU/0.7942" = 29.6 KyLy/ry = 1*23.5"/0.6139" = 38.3 Fe= n"2E/(Kl/r)max"2 = 198.?ksi Pn= Aeff*Fn = 16,1741b P/Pa= 0.17 Bending Analysis > 0.15 Check: P/Pa + (Cmy*My)/(May*µ)::;; 1.33 P/Pao +My/May::;; 1.33 P.no= Ae*Fy Fy/2= 18.0 ,ksi Qc= 1.92 Pao= Pno/SJ.c l 1 7/f!t' =~l ~17/f!/'+1 7/Bu-f Fe> Fy/2 Fn= Fy(1-Fy/4Fe) = 36 ksi*[l-36 ksi/(4*198.7 ksi)] = 34.4ksl Pa= Pn/Qc = 16174 lb/1.92 = 8,4241b Myield=My= Sy*Fy = 0.471 in"2 *36000 psi = 16,9421b = 1694~b/1.92 = 8,824/b = 0.129 in"3 * 36000 psi = 4,658 in-lb May= My/Qf = 4658 in-lb/1.67 = 2,789 in-lb µ= {l/[l-{SJ.c*P/Pcr)]}"-1 = {l/[1-(1.92*1441 lb/156530 lb)]}"--1 = 0.98 Combined Stresses Per= n"2EI/(KL)max"2 = n-"2*29500000 psi/(1*23.5 in)"2 = 156,530 lb (1441 lb/8424 lb) + (0.85*529 in-lb)/(2789 in-lb*0.98) = · (1441 lb/8824 lb)+ (529 in-lb/2789 in~lb) = 0.34 0.35 < 1.33, OK < 1.33, OK <,~f:MC'l.OGlt.::AL INt:-TITL'TE E-0255 RAPID CATWALK.)(15 Faqe ') of l \ {EQCS-1) (EQCS-2) 4/!/2005 . 1 Str~ctural ConEs · ngineering 17.29 S. Douglass Rd ;Ste B CA 92806, Tel: 714.456.0056 Fax: 714.456.0066 By. AA. Project! Gem:::logical lnstiMe PrC?ject #: E-0255 Longitudinal Column Loads (Strong Axis Bending) Configuration: ·unit 192H x 48W x 18D Conforms to the requirements of Oiapter CS of the 1996 AISI Cold Formed Steel Design Manual for combined bending and axial loads. Net Sectii:in Properties Column= (APH16) Dbl l1-7/8" x 14ga Aeff = 0.47-1 inl\2 Ix (downaisle) = 0.297 in"'4 Sx (downaisle) = 0.158 inl\3 rx (downaisle) = 0.794 in Iy (crossaisle) = 0.177 in"4 Sy (crossaisle) = 0,129 in11.3 ry (crossaisle) = 0.614 in Fy= 36 ksi Loads Load case: (Fully Loaded) Qf= 1.67 E= 29,500 ksi Cb= 1.0 Cmx= 0.85 Kx = 1.0 Lx = 23.S in Ky= 1.0 Ly= 23.5 in Axial=P= 911 lb Moment=Mx= 521 in-lb Axial Analysis Kxlx/rx = 1*23.5"/0.7942'' = 29.6 Fe= nA2E/(KL/r)max11.2 = 198.7ksi Pn= Aeff*Fn = 16,1741b P/Pa= 0.11. Bending Analysis < 0.15 Check: P/Pa + My/May :$ 1.33 Pno= Ae*Fy Kyl..y/ry = 1 *23.S" /0.6139" = 38.3 Fy /2= 18.0 ksi .Qc= 1.92 Pao= Pno/Qc r ===:d':"===J~ 4-1 7/s·+1 7/8°--f F:e > Fy/2 Fn= Fy(l-Fy/4Fe) = 36 ksi*[l-36 ksi/(4*198.7 ksi)] = 34.4ksi Pa= Pn/9£. = 16174 lb/1.92 = 8,4241b Myield=My= Sx*Fy = 0.471 inl\2 *36000 psi = 16,9421b = 169421b/1.92 .; 8,8241b = 0.158 in,/\ 3 * 36000 psi = 5,699 in-lb May= My/nf = 5699 in-lb/1.67 = 3,412 in-lb µ= {1/[1-(.Qc*P/Pcr)J}"-1 = {1/[.1-(1.92*911 lb/156530 lb)]}"-1 = 0.99 Combined Stresses Per= n"2EI/(KL)max"2 = .nA2*29500000 psi/(1*23.5 in)A2 = 156,530 lb (911 lb/8424 lb)+ (521 in-lb/3412 in-lb)= 0.26 < 1.33, OK r:;f:MOLO-SICAL IN5TITUTE f:-0255 RAPID CATWALK.xb Paqe i of l \ {EQ CS-3) 4 11/2C:05 . ~str~ctural Con~s J::ngineerlng 1729 :S. Douglass Rd Ste B -CA 92806 Tel: 714.456.0056 Fax: 714.456.0066 By. AA Pr0ect: Gemological Institute Double Rivet Beam Configuration: Unit 192H x 48W x 18D Pr0ect #: E-0255 Beam Type= Double Rivet 2 (DRBZ) Ix= 0.033(} inA4 Dowroisle beam Sx= 0.037 inA3 Fy-beam= 36,000 psi Shelf Span=L= 49 in Check Beam Bending Max Shelf LL= 110 lb Load=w=Ll/(2*L)= 13.6 plf M= w* LA2/8 = 333 in-lb fb= M/Sx = 9,006 psi Fb=:= 0.6 * Fy 21,600psi · fb/Fb= 0.42 OK Check.ORB Beam-Rivets For Static + Seismic Loads 11111111 :: :: "if"if"if"if"if"if"if"if pbl'Rlvel:"Z"&am L Shelf Pian View Ch~ Beam Deflection E= 29,500,000 psi D= 5 * w * L A4/(384 * E * Ix) = 0.0866 in .Dallow= L/180 = 0.27in OK Check Single Rivet Beam Beam Type= Double Rivet Lo Prof (DRBLP) Ix= 0.0120 inA4 Sx= 0.022 inA3 ! t:{::-11g. '-I {' .... -' fb= 0.7 OK D= 0.2380 in OK 1 _f~ ---'f ___ • Dbl Rivel: Low PoHle Beam Rivet Spacing=d= 1.5 in Rivet diameter= 0.25 in Fy-rivet= 50,000 psi tmin= 0.075 in Rt= 58,000 psi Column Rivet Bec1m M= 507in-lb C= M/d = 3381b Shear capacity= Rivet Area * 0.4 * Fy-rivet * 1.33 W= (LL+DL)/4 = 281b · = [(0.25 in)A2 * pi/4] * 0.4 * 50000 psi* 1.33 = l,309 lb Bearing capacity= Rivet Diam * tinin * Fu * 1.2 * 1.33 = 1,740 lb .Effective Shear= [(W/2)A2 + CA2]A0.5 = 3381b OK GEMOLOGICAL INSTITUTE E-0255 RAF'ID CATWALK.xis Pa<:,e r of l \ -t- " _L w Beam -1:o Column 4/1/2005 . ' StrCt~ra1 g"En:ineering ~ 1729 S. Douglass Rd, Ste 8 Anaheim, CA 92806 Tel: 714.456.0056 Fax: 714.456.0066 By: A.A. Project: Gemological lnstitu.te Project #: E-0255 Catwalk Deck Support Section Properties Loads Bendin Deflection Beam Member= Rapid Rack DSC Deck Support Ix= 0.651 inA4 Sx= 0.433 inA3 Length=L= 48.0 in Lu= 48.0 in F.y= 36,000 psi Def! Criteria -L/ 240 % End Fixity= 0 % Dist Load=w= 28.3 lb/in Fb= 0.6 * Fy = 21,600 psi Fb-eff= 21,600 psi Mcenter= wU'2/8 = 8,150 in-lb M= 8,150 in-lb fb= (M/Sx)/a = 18,823 psi Defl~anow= L/240 = 0.200 in Thickness= 0.075 in LL= 75 psf DL= 10 psf Trib width= 4.0 ft 0= 0.0 Mcenter= Mcenter(simple ends) = wLA2/8 Mends= 0 in-lb fb/Fb= 18823 psi/21600 psi -ti i 1-1/16" 3-1/16" l 11ga -~ ~ 2" ~ I = 0.87 <= 1.0, OK Deft= [5wL A4/(384*E*Ix)] = [5*28.3 lb/in*(48 in)A4/(384*29.Sx1011.5 psi* 0.651 inA4)]*1 = 0.102 in <= 0.2 in, OK ager o H "Str~ctural CanEs · · nglneering 1729 S. Douglass l<d Ste B CA 92806 Te~ 714.456.0056 Fax: 714.456.0066 By. AA Project: Gemological Institute Prqjec:t :Jt E-0255 Anchors Configuration: Unit 192H x 48W x 18D Check overturning per section 2228.7.1 of the 1997 UBC. Loads Vlrans=V= 136 lb D(JFrame= 130 lb Ll/Frame= 1,692 lb Wst=(0.9*DL+LL)total= 1,809 lb LL@ TOP= 100 lb DL/Lvl= 10 lb DL *0.90= 9 lb Lateral Ovt Forces=1:(R*hi)= 17,580 in-lb Frame Depth=D= 18.5 in Htop-lvl= 144.3 in # Levels= 13 # Anchors/End= 1 V T SIDE El EVATION Fully Loaded rack Vtrans= 136 lb Mst= Wst. * D/2 Uplift=T= (Movt-Mst)/D Movt= L(R*hi)*l.15 = 20,217 in-lb = 1809 lb * 18.5 in/2 = 16,733 in-lb = (20217 in-lb -16733 in-lb)/18.5 in = 188lb Top Level Loaded Only Critical Level= 13 Anchor Vtop= 2.5*ca*I(DL +LL@top/n-transv)/(R*l.4) = 0.1403 * (100 lb+ 10 lb) = 151b Mst= 0.9*(DL-total + LL-top) *D/2 = (100 lb + 10 lb*0.9) * 18.5 in/2 = 1,008 in-lb Check (1) 1/4" x 2" Embed.ffiltiKBII anchor(s) per base end. Special inspection is not required per ICBO 4627. Fully Loaded: Pullout capacity= Tcap= 265 lb Shear capacity=Vcap= 400 lb Tcap*Phi= 352 lb Vcap*Phi= 532 lb Hgt@Lvl 13= 144.3 in Movt= Vtop*Htop*l.15 = 15 lb* 144.3 in* 1.15 = 2,489 in-lb Uplift=T= (Movt-Mst)/D = (2489 in-lb-1008 in-lb)/18.5 in = 801b L.A. Qty Jurisdiction?. NO Phi= 1.33 Top Level Loaded: (188 fb/352 lb)Al.666 + (68 Jb/532 lb)Al.666 = (80 lb/352. lb )A 1.666 + (8 fb/532 lb )A 1.666 = 0.38 0.09 <= 1.0 OK <= 1.0 OK GEMOLOGICAL INSTITUTE E-0255 RAPID CATWALK.xis Paqe I of \ \ 4/1/2005 < St;ucturCJI ConEs · ngineering 1729 S. Douglass Rd. Ste B CA 92806 Tel: 714.456.0056 Fax: 714.456.0066 By: AA Project: Gemological Institute Base Plate Configuration: Unit 192H :x 48W :x 18D _ Section Actual base plate is 5-1/4" x 2-1/2" x 14 ga fPD at double "L" post & 2-1/2" x 2-1/2" x 14ga FPS at single "L" post Wiclth=B = 4.00 in Depth=D = 2.00 in Plate Toickness=t = 0.075 in Down Aisle Loads P = 9111b Axial Bearing stress=fa = P/A = P/(D*B) = 114 psi Column Wiclth=b = 3.750 in Column clepth=b = 1.875 in L= 0.13in Fy = 36,000 psi Mbase=Mb = 0 in-l_b (Pinned "13~se) Ml= wf_A2J2= fa*LA2/2 = lin-lb Moment Stress=fb = M/S = 6*Mb/[(D*BA2] = 0.0 psi Moment Stress=fb2 = 2 * fb * ljB = 0.0 psi Moment Stress=fb1 = fb-fb2 = 0.0 psi M2= fb1*L"2)/2 = Qin-lb M3 = (l/2)*fb2*L*(2/3)*L = (1/3)*fb2*L A2 == 0 in-lb Mtotal = M1+M2+M3 = 1 in-lb/in S-plate = (1)(1:"2)/6 = 0.001 in"3/in fb/Fb = Mtotal/[(S-plate)(Fb)] = 0.03 OK Cross Aisle Loads Pstatic= 911 lb L = Base Plate Depth-Col Depth = 0.13 in fa= P/A = P/(D*B) = 180 psi Sbase/in = (1)(tA2)/6 = 0.001 jnA3/in fb/Fb = M/[(S-plate)(Fb)] = 0.04 OK Pseismic= 530 lb Fb = 0.75*Fy*1.33 = 35,910 psi P=Pstatic+Pseismic= 1,441 lb M= wl"2/2= fa*L"2/2 = 1 in~lb/in Fbase = 0.75*Fy*1.33 = 36,000 psi GEMOLOGICAL INSTITUTE E-0255 RAPID CATWALK.xis Pa~e lo of I\ Project tt: E-0255 p 4/1/2005 "St;~ctural ConEs · ngineering 1729 5. Douglass Rd Ste B CA :92806 tel: 714.456.0056 fox: 714.456.0066 By: AA Slab on Grade L SLAB ELEVATION Base Plate B= 4.00 in D= 2.00 in Load· Case 1: Product + Seismic a Project: Gemological Institute Configuration: Unit 192H x 48W x 18D .I wiclth=a= 3.75 in deplfi=b= 1.88 in Pr<?ject #: E-0255 Concrete fc= 2,000 psi tslab=t= 5.0 in phi=0= 0.65 eff. baseplate width=c= 4.00 in eff. baseplate depth=e= 2.00 in Product DL= 130 lb Product LL= 846 lb P-seismic=E= {Movt/Frame depth)*l.4 = 7421b (Strength Design Loads) Puncture I Pu= 1.1 *(1.2PDI.. + O.SPU. + 1.0*E) = 1,453 lb (Sec 1612.2.1, EQ 12-5) Apunct= [(c+t)+(e+t)]*2*t = .160.0 in"2 Slab Bending I Asoil= (P*144)/(fsoil) = 209 in"2 X= (l.:-y)/2 = 0.8in Fb= S*(phi)*(fc)"0.5 = 145.34psi Load Case 2: Static Loads Puncture POL= 130 lb Pu= 1.4*PDI.. + 1.7*PLL = 1,620 lb Apunct= [(c+t)+(e+t)]*2*t = 160 in"2 Slab Bending Asoil= (Pu*144)/(fsoll) = 233 in"2 X= (L-y)/2 = 1.2 in Fb= ·S*(phi)*(fc)"0.5 = 145.34psi l.= (Asoil)"0.5 = 14.46in M= w*x"2/2 = (fsoil*x"2)/(144*2) = 2 in-lb (Sec 1922.5.1) PU.= 8461b (Sec 1909.2.1, EQ9-1) L= (Asoil}"'0.5 = 15.27in M= w*x"2/2 = (fsoil*x"2)/(144*2) = 5 in-lb (Sec 1922.5.1} GEMOLOGICAL INSTITUTE E-0255 RAPID CATWALK.xis Pa':le ll of I\ Fpunct= 2*sqrt(fc) = 89.4psi fv/fv= Pu/(Apunct*Fpunct) = 0.10 < 1.33 OK y= (c*e)"0.5 + t*2 = 12.8 in 5-slab= l*t"2/6 = 4.17 in"3 fb/Fb= M/(5-slab*Fb) = 0.00 < 1.33, OK Fpunct= 2*sqrt(fc) = 89.4psi fv/Pv= Pu/(Apunct*Fpunct) = 0.11 < 1.0 OK y= (c*e)"0.5 + t*2 = 12.8 in S-slab= l*t"2/6 = 4.17 in"3 fb/Fb= M/(5-slab*Fb) = 0.01 < 1.0, OK 4/1/2005 I ~ I I -1 ·1 ·1 I ·1 I ·1 I I I I I I ·I I I . DARYL K. JAMES & ASSOCIATES, INC. A Fire Code Resource FIRE PROTECTION TECHNICAL OPINION & REPORT Records Storage Gemological Institute of America (GIA) 1964 Kellogg Avenue Carlsbad, CA 92008 205 Colina Terrace Vista, CA 92084 T (760) 124-7001 F (760) 724-8837 0 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 April 1, 2005 Carlsbad Fire Department 1635 Faraday Avenue Carlsbad, CA 92008 Re: Fire ·Protection Technical Opinion & Report Records Storage Project: Gemological Institute of America (GIA) 1 964 Kellogg Avenue Carlsbad, CA 92008 I OVERVIEW Daryl K. James & Associates, Inc. has prepared the information presented herein at the request of Monte Landy, Crown Lift Truck, on behalf of GIA. This Fire Protection Technical Opinion & Report addresses conditions applicable to the installation of records storage racks. This fire protection plan presented to you is complete and provides an.adequate level of fire and life safety to the occupants of the building. II DESIGN TEAM CONTACTS Compliance with California Code requirements is based on data provided to Daryl K. James & Associates, Inc. by the following contact: Crown Lift Trucks Monte Landy 619-696-67 4 7 III SCOPE This report addresses the minimum requirements specific to records storage. Conditions other than those addressed or described herein, are outside the scope of this report. Discrepancies between the information presented herein and actual conditions presented on the plans are the sole responsibility of the GIA. Verification of compliance with requirements and provisions addressed herein rests with the authority having jurisdiction and is outside the scope of this report. Daryl K. James & Associates, Inc. will demonstrate, through code references that proposed storage conditions, construction, egress and fire protection systems presented by the GIA design team will be in full compliance with fhe 2001 editions of the California Building Code, California Fire Code, Uniform Fire Code St&ndard 81-4 and µationally recognized standards specific to the described use and occupancy. I I I I I I I I I I I I I I I I I I I GIA -= Page 2 of 6 This report is provided as a technical resource to the GIA storage design team and as a maintenance guide for personnel. The following sections presented within this report will support the closing opinion that the building and its occupants will be provided with adequate fire and life safety protection. IV V VI PURPOSE OF REPORT };>-Identify and develop methods of protection from hazards presented by records storage. };>-Present a design analysis relative to the acceptance Qf technologies, processes, products, facilities, materials and uses attending the design, operation or use of the building. REPORT ELEMENTS };>-Provide a commodity analysis, detail methods of storage, evaluate proposed conditions and determine fire protection requirements in accordance with fire code requirements and nationally recognized standards. };>-Set limitations or mitigate conditions to achieve compliance with applicable code requirements and to maintain control of special hazards. };>-Outline storage maintenance safety guidelines and general safety procedures for occupant safety and building protection };>-Offer an opinion relative to fire and life safety conditions attending the design of the building and the uses within. CODE ANALYSIS/TECHNICAL REFERENCES The purpose of the code analysis is to provide technical infonnation and references applicable to both the design and maintenance of proposed storage conditions. Final details for submittal of the rack storage plan will be based on the infonnation provided within this report. The following applicable codes and standards have been referenced for this report };>-2001 California Building Code (CBC) & Handbook };>-200 I California Fire Code (CFC) & Code Applications Manual };>-Uniform Fire Code·Standard 81-4 };>-1999 Edition, NFP A 13 VII BUILDING DATA OCCUPANCY CLASSIFICATION Type of Construction: V-N Aggregate Floor Area: 40,831 ft2 Stories: One with mezzanine and catwalk system Group B -Office Area: Approximately 3,898 ft2 Group F, Division I -Print Shop: Approximately 11,283 ft2 Group S, Division I -Overall Warehouse: 21,370 ft2 Existing Class UI .Commodity Rack Storage, 14,970 Proposed Records Storage: approx. 6,400 ft2 aggregate area below and above metal grate catwalk. Existing Fire Sprinkler Protection: .264/3000 I I I I I I I I I I I I I I I I I I I GIA lage 3 of 6 0 ccupancy s eparat1on R equ1rements as per CBC Ti hie 3-B a B F-1 S-1 B N N N F-1 N ·N N S-1 N N N Occupancy separations between Groups B, Group F, Division 1 and Group S, Division 1 Occupancies are not required. (Technical Reference 1) VIII HIG/f PILED STORAGE OF COMBUSTIBLE PAPER RECORDS Ceiling Height: Records Storage Area: Aggregate Warehouse Storage Area: Storage Array: Paper Record in Cardboard Cartons: Shelf Dimensions: High-Piled Rack Storage 28-30 ft. approx. 3,200 ft2 above & below catwalk 21,370 ft2 Storage up to 15 ft on solid shelving Class III 18 X 36 & 18 X 48 As per CFC Article 2 Section 209-H, the storage height of Class III commodities will exceed 12 feet, therefore, the following fire protection requirements of CFC Article 81 will be applicable for the proposed storage of paper records in cardboard cartons on tacks. CFC 8104 & 8106-Records Storage on Racks with Solid Shelving Paper records will be stored within cardboard boxes on racks with solid shelving in accordance with UFC Standard 81-4. As per section 4-6, racks or shelf storage of paper records in cardboard cartons on wood or metal shelving shall be treated as racks without solid shelves. IX CFC ARTICLE 81 GENERAL FIRE AND LIFE SAFETY REQUIREMENTS Fire Sprinkler Protection The information presented herein represents proposed storage conditions as described to and understood by this report preparer. The evaluation of high-piled records storage conditions and fire protection are addressed in this section. The following fire protection requirements will be provided in order to supply adequate fire protection to the building and occupants. Column Protection: In accordance with UFC Std. 81-4, Section 3-2.3(b) each sprinkler protecting a column shall be capable ·Of discharging 30 gpm The demand for the column sprinklers in the hydraulic design area shall be added to the sprinkler system demand. The spray shall be directed toward the column such that as much of the column surface is wetted as possible. Ceiling Sprinkler Water Demand Multiple-Row Racks In accordance with UFC Standard 81-4 Section 4-8 and NFPA 13 Section 7-4.2.2.2.2, where aisles are narrower than 42 inches in width, the storage system shall be classified as multiple-row racking. In-Racks-UFC Standard81-4, Section 7-5.J In multi-row records storage systems with a catwalk, in-rack sprinklers are allowed to be located below the catwalk, in the center of the aisle. Sprinklers installed in the center of the aisles, below the catwalks, are considered in-rack flue sprinklers. Sprinkler spacing shall not exceed 100 ft2 spacing. I I I I I I I I I I I I I I I I, I I I GIA • Page 4 of 6 Table 7-4.2.1.6.2 -Class ill Commodity Up To 15 Ft With In-Rack Sprinklers Figure 7-4.2.2.1.l(c) curves C & D requires .26/3000 when using 286° F sprinkler heads for'storage up to 15 ft. Application of Figure 7-4.2.2.1.3 adjusts density to .156/3000. Hydraulic sprinkler calculations must show how the existing sprinkler density of .264/3000 is adequate for ceiling and in-rack sprinkler demand. (Technical Reference 2) Smoke Detection: Not required Access Doors, Smoke and Heat Removal, Small Hose Connections Per CFC Table 81-A and 81-B, building access, smoke and heat removal and small hose connections are required for storage of Class I-IV Commodities. Building Access One or more access doors Will be provided in each 100 lineal feet or major fraction thereof, of the exterior walls that face access roadways. Access doors may be not less than 3 feet in width and 6 feet 8 inches in height equipped with approved locking devices only. Roll up doors are not allowed unless approved by the Carlsbad Fire Department. Access doors will be accessible without the use of a ladder. Smoke and Heat Removal Smoke and heat vents will be provided in accordance with the following requirements of Table 81-B. Class I-IV Commodity Class, Storage Height up to 20ft. Vent area to floor area ratio: Maximum spacing of vent centers: Maximum distance to vents from walls Smoke Vents l: 100 100 ft. 60 ft. Smoke and heat vents must be an approved type operated automatically by activation of a heat-responsive d.evice rated between 100 and 200 degrees Fahrenheit above estimated ambient temperatures. The heat- responsive device is required to be listed and labeled. Smoke and heat vents must also have the capability of being opened by an approved manual operation. The effective venting area will not be less than 16 square feet with no dimension less than 4 feet, excluding ribs or gutters having a total width not exceeding 6 inches. Smoke and heat vents must be located 20 feet or more from lines of adjacent properties. Vents are to be uniformly located within the roof area above high-piled storage area. Small Hose and Stations: Approved I ½" hose valves shall be provided at approved locations. Aisles Widths A minimum of 44 inch aisles below and above the catwalk providing access to exits and fire department access doors shall be provided in accordance with CFC Section 8102.10.2. Clear Height: Aisle width shall extend from floor to under catwalk deck and from catwalk deck to ceiling. Struct\lral supports can cross at 6' 8". Dead Ends Where more than one exit or exit-access doorway is required, the exit access shall be arranged such that dead ends will not exceed 20 feet in length. Fire Extinguishers -Minimum 2A: 1 0BC rating will be provided within every 50 feet of foot travel. (Technical Reference 3) I I I I I I I I I I I I I I I I I I I GIA .Page 5 of 6 X EGRESS SYSTEMS The GIA design team has indicated that they will comply with applicable code requirements for egress. The basic layout of the building is in conformance with exiting and egress requirements of Article l O of the 2001 CBC. All exit doors are at least 3 feet wide, 6' 8" in height, and proper exit signs over each exit doorway are provided and visible from any point in the building. Exit Doors • Openable without the use of a key or special knowledge. • Maintained accessible and free from obstructions at all times. Minimum Number A minimum of 1 exit is required for the following: • B Occup; <30 (occup load calculated at 100 sq, ft/person) • F-1 Occup; <30 (occup load calculated at 200 sq. ft/person) • S-1 Occup; <30 (occup load calculated at 300 sq. ft/person exclusive ofrack storage) Exit Paths • Illuminated whenever building is occupied. >/= I foot candle at floor level. • Identified by exit signs in accordance with CBC Section 1003.2.8 • Exit signs illuminated at all times with either self-luminous signs or power supply provided by building wiring with 1.5 hour battery backup. Power Supply • Standard building power: <100 Occupants • Nonna] building power with emergency system >/= 100 Occupants • Emergency system to consist of 1.5 hours battery backup; 2 hours duration generator Aisles • Provided from all occupied points if the building furnishings, equipment, etc. • Non-public accessible: >/=24 in. and public accessible; >/;;;-36 in. Corridor Width • </=50 Occupants:>/=36 in. • >50 Occupants: >/=44 in. Travel Distance XI • B Occup: </=250 ft • F-1 Occup: </=300 ft • S-1 Occup: </=300 ft GENERAL SAFETY PROCEDURES >-" Records storage height and aisle widths will be maintained in accordance with the tenns of this report. >-" Any change to storage array shall be approved by the Carlsbad Fire Department prior to implementation. >-" All employees will receive special training on the use of portable fire extinguishers of the type to be provided in this building. >-" An evacuation plan will be in place. >-" Exit doors will be maintained unobstructed and will be opened weekly to ensure operation. I I I I I I I I I I I I I I I I I I I GIA • Page 6 of 6 XII OPINION 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 operations and associated racking systems will be in full compliance with the 2001 editions of the California Building Code and California Fire Code as it relates to the described use and occupancy. We feel this fire protection plan is complete and provides an adequate level of fire and life safety for the occupants 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 mar arise, and will be awaiting your response. Thank you. Daryl K. James, CA Certified FPO III President/Fire Marshal (RET) 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 I 2001 CALIFORNIA BUILDING CODE TABLE3-A TABLE 3-A-DESCRIPTION OF OCCUPANCIES BY GROUP AND DIVISION1 GROUP AND DESCRIPTION OF OCCUPANCY DIVISION SECTION A-1 A building or portion·of a bqilding having an·assembly room·with an occupant load of 1,000 or more and a legitimate stage. A-2 A building or portion.of a building having an assembly room with an occupant load of less than 1,000 and a legitimate stage. A-2.1 303.1.1 A building or port/on of a building having an assembly room with an occupant load of 300 or more without a legitimate stage, including:such buildings used for educational pu_rposes and not classed as a Group E or Group B Occupancy. . A-3 Any building or portion of a building havirlg an assembly room with an occupant load of Jess than 300 without a legitimate stag.e, including such·buildings used for educational·purposes and not classed as a Group E or Group B Occupancy. A-4 Stadiums, reviewing stands and amusement park,strnctures not included within other Group A Occupancies. B 304.J A.building cir structure, or a portion thereof, fo.r office, professional or service-type transactions, including storage of records and accounts; eating and drinking establishments with.an occupant load of less than 50. E-1 Any building used for educational purposes through the 12th grade by 50 or more persons for more than 12 hours per week or four hours in ~ny one day. E-2 305.1 .Any building used for educational purposes through.the 12th grade by Jess than 50 persons for more than 12 hours per week or four hours in any one.day. E-3 Any building or portion thereof used for day-care purposes for more than six persons. F-1 Moderate-hazard factory and industrial occupancies include factory and industrial uses not classified as Group F, Division 306.1 2 Occupa_ncies. F-2 Low-hazard factory and industrial occupancies include facilities producing noncombustible or nonexplosive materials that during finishing, packing.or processing do not involve a significant fire hazard. H-1 Occupancies with a quantity of material in the building in excess of those listed in Table 3-D that present a high explosion hazard as listed in Section 307.1.1.. H-2 Occupancies with a cjuaniity of.material in the·building i11 excess of those listed in Table 3-D that present a moderate 307.1 explosion hazard or a hazard from accel.erated burning as listed in Section 307.1.1. H-3 Occupancies with a quantity of material in the-l;>uilding in excess of those listed in Table 3-D that present a high fire or physical hazard as listed in S~ction 307.1.1. H-4 Repair garages not cJassified as Group S, Divisio,n 3 Occupancies. H-5 Aircraft repafr hangars not classified as Group S, Division 5 Occupancies and heliports. H-6 307.1 Semiconductor fabrication facilities and comparable research and development areas when the facilities in which and hazardous production materials are u~ed, and the aggregate quantity of material is in excess of those listed in Table 3-D or 307.11 3-E. H-7 307.1 Occ11pancies having·quaritities of materials in excess of those listed in Table 3-E that are health hazards as listed in Section 307.1.1. 1-1.1 Nurseries for the full-time care of children under the age of six (each accommodating more than five children), hospi1als, sanitariums, nursing homes·with nonambulatory patients and similar buildings (each accommodating more than five patients [for-SFMJ six patients or children). 1-1.2 H~alth-care centers for ambulatory patients receiving outpatient medical care which may render the patient incapable of 308.1 unassisted self-preservation (each tenant space accommodating more than five such patients). 1-2 Nursing homes for ambulatory patients, homes for children six years of age or over (each accommodating more than five persons [for SFM/ six patients or children). 1-3 Mental hospitals, mental sanitariums, jails, prisons, reformatories and buildings where personal liberties of inmates are similarly restrained. M 309.1 A building or structure, or a portion thereof, for the display and sale of merchandise, and involving stocks of goods, wares or merchandise, incidental to such purposes and accessible to the public. R-1 Hotels and apartment houses, congregate·residences (each accommodating more than 10 persons). R-2.1 Re~iden/ial cqrefacilitiesfor the elderly (each accommodating more than six nonambulatory clients). R-2.2 Residential care facilities for the elderly ( each accommodating more than six ambulatory clients). R-2.1.1 310.1 Residential care facilities for the t;lderly ( each accommodating six or less nonambulatory clients). R-2.2.1 Residential care facilities for {he elderly ( each a.ccommodating six or less ambulatory clients). R-2.3 Residential-based licensed facilities providing.hospice care throughout, accommodating more than six bedridden clients. R-2.3.1 Residential-based facilities pro_viding hospice care thnjughout, accommodating six or less bedridden clients. R-3 Dwellings, lodging houses, congregate residences (each accommodating 10 or fewer persons). S-1 Moderate hazard storage occupancies including buildings or portions of buildings used for storage of combustible materials not classified as Group S, Division 2 or Group H Occupancies. S-2 Low-hazard storage occupancies includin·g buildings or portions·of buildings used for storage of noncombustible materials. S-3 311.1 Repair garages where work is limited to exchange of parts and maintenance not requiring open flame or welding, and parking.garages not classified as Group S, Division 4 Occupancies. S-4 Open parking garages. S-5 Aircraft hangars and .helistops. U-1 312.1 Private garag·es, carports, sheds and agricuitural·buildings. U-2 Fences over 6 feet (1829 mm) high, tanks and t.owers. 1For'detailed descriptions, see the occupancy definitions in the noted sections. 1-40.3 ~!:II ~!:II C A C A C A C I II I TABLE 3-8 TABLE3-C 2001 CALIFORNIA BUILDING CODE I C A C I A C A C A C I h C A xi C A I u A C A I C A C A C A C I a A C A C A C A I C A C A C A C A I C A I TABLE 3-B-REQUIRED SEPARATION IN BUILDINGS OF MIXED OCCUPANCY1 (HOURS) A·1 A-2 A-2.1 A-3 A-4 B ~· F-1 f:2 H-2 H•3 H-4,5-H-6,72 H-8 I M R-1-. R·3 S·1 A-1 N N N N 3 N 3 3 4 4 4 4 3 3 3 1 1 3 A-2 N N N 1 N 1 1 4 4 4 4 2 3 l 1 l 1 A-2.1 N N 1 N 1 1 4 4 4 4 2 3 1 l 1 l A,3 N N N N N 4 4 4 3 I 2 N 1 1 N A-4 1 N 1 1 4 4 4 4 I 3 1 1 1 l e· 1 N~ N 2 1 1 1 I 2 N 1. 1 N E 1 1 4 4 4 3 2 1 I 1 1 I F·1 1 2 1 1 I I 3 N5 1 I N F·2 2 I 1 1 I 2 l 1 1 N H·1 NOT PERMITTED IN MIXED OCCUPANCIES. SEE SECTION 307 .2.8 ·-, - H·2 l 1 2 2 4 2 4 4 2 H·3 1 1 I 4 1 3 3 1 H,-4,5 1 I 4 1 3 3 I ·H·6,7Z I 4 1 4 4 1 I 2 2 1 1 2 M I 1 1 14 -R·1 4 N 3 R-3 4 I S-1 I S-2 1 S-3 1 5-4 OPEN PARKING GARAGES AREEXCLUDED·EXCEPT AS P!lOVIDED IN SECTION 311.2 S-5 J N-No requirements for fire resistance. 1 For detailed requirements and exceptions, see Section 302.4. 2For special provisions on highly toxic materials, see the Fire Code. 3For agricultur~l buildings, see also Appendix Chapter 3. 4See Section 309 .2.2 for exception. I S·2 5.3, 3 4 l 3 l 3 N 3 1 3 N 1 I 3 N I N I 2 2 1 I I l 1 I 2 4 14 1 1 3 1 1 1 l 1 5For Group F, Division I woodworking establishments with more than 2,500 square feet (232.3 m2), the occupancy separation shall be one hour. -1 I I 1. 2. 3. I 4. 5. I 6. 7. I 8. 9. 10. I IL 12. TABLE 3-C--REQUIRED SEPARATION OF SPECIFIC-USE AREAS IN GROUP I, DIVISION 1,1 HOSPITAL AND NURSING HOMES DESCRIPTION OCCUPANCY SEPARATION Employee locker rooms None Gift/retail shops None Handicraft shops. None Kitchens None Laboratories that employ hazardous materials in-quantities less than that which would cause classification as a Group H Occupancy One hour Laundries greater than 100 square feet (9.3 m2)1 One hour Paint shops employing hazardous-substances and materials in quantities.less than. that which would cause classification as a Group H Occupancy One hour Physical-plant maintenance shop One hour Soiled linen room I One hour Storage rooms 100 square feet (9.3 m2) or less in· area storing combustible material None Storage rooms more than 100 square feet (9.3 m2) storing combustible material· One hour Trash-collection rooms1 One hour I I 1 For rubbish and linen chute termination.rooms, see Section 711.5. 1-40.4 I S-5 u-13 3 l l l I I I I I I 1 I I 1 I I I I 2 I 1 1 I I l 3 3 l 1 l l l 1 l l I 1 N 1 l N 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 I I I I I I I I I I I I I I I I 207 , 209 dents or other pests. Fumigants are distinguished from insecti- cides and disinfectants. FUMIGATION is a process using a fumigant. SECTION 208 -G B GARAGE is a building or portion thereof in which a motor ve- hicle containing flammable or combustible liquids or gas in its tank is stored, repaired or kept. B B B B B B B B B B B B B B B B B B B a B B GARAGE, PRIVATE, is a building or a portion of a building, not more than 1,000 square feet (92.9 m2) in area, in which only motor vehicles used by the tenants of the building or buildings on the premises are stored or kept. GARAGE, PUBLIC, is any garage other than a private garage. GAS CABINET is a fully enclosed, noncombustible enclosure used to provide an isolated environment for compressed gas cylin- ders in storage ot use. Doors and access ports for exchanging cyl- inders and accessing pressure-regulating controls are allowed to be included. GAS ROOM is a separately ventilated, fully enclosed room in which only compressed gases and associated equipment and sup- plies are stored or used. GENERAL-PURPOSE WAREHOUSE is a detached build- ing or a separate portion of a building used for storage or ware- housing operations involving mixed commodities. GRANDSTANDS are tiered or stepped seating facilities wherein an area of more than 3· square feet (0.28 m2) is assigned for each person when computing the occupant load. GROUND PIECE is a pyrotechnic device that functions on the ground. Ground pieces include fountains, roman candles, wheels and set pieces. GUEST is any person hiring or occupying a room for living or sleeping purposes. GUNPOWDER is any of various powqers used in firearms and small arms ammunition as propelling charges. SECTION 209 -H HANDLING is the deliberate movement of material by any means to a point 6f storage or use. HAZARDOUS CHEMICAL REACTION is a reaction which generates pressure or byproducts which could qmse injury, illness or harm.to humans, domestic animals, livestock or wildlife. HAZARDOUS FIRE AREA is land which is covered with grass, grain brush or forest, whether privately or publicly owned, which is so situated or is of such inaccessible location that a fire originating upon such land would present an abnormally difficult job of suppression or would result in great and unusual damage through fire or resulting erosion. Such areas are designated by the chief on a map maintained in the office of the chief. HAZARDOUS MATERIALS are those chemicals or sub- stances which are physical hazards or health hazru:ds as defined and classified in Article 80 whether the materials are irt usable or waste condition. HAZARDOUS PRODUCTION MATERIAL (HPM) is a solid, liquid or gas associated with semiconductor manufacturing that has a degree-of-hazard rating in"health, fl~ability or reac- tivity of Class 3 or 4 as ranked by UFC Standard 79-3 and which is used directly in research, Iaboratory or production processes which have as tpeir end product materials which are not hazard- ous. 1-18 2001 CALIFORNIA FIRE CODE HAZARDOUS WATERSHED FIRE AREA is a location within 500 feet (152.4 m) of a forest or brush-, grass-or grain-cov- ered land exclusive of small individual lots or parcels of land lo- cated out;ide of a brush-, forest-or grass-covered area. HEALTH HAZARD is a classification of a chemical for which there is statistically significant evidence based on at least one stt!dy conducted in accordance with established scientific prin- ciples that acute or chronic health effects could occur in exposed persons. Health hazards include chemicals which are carcinogens, .toxic or highly toxic materials, reproductive toxins, irritants, cor- rosives, sensitizers, hepatotoxins, nephrotoxins, neurotoxins, agents which act on the hematopoietic system, and agents which damage the lungs, skin, eyes or mucous membranes. HEATING AND COOKING APPLIANCE is an electric, gas or oil-fired appliance not intended for central heating. HELIPORT is an area of land or water or a structure surface which ii; used, or intended for use, for the landing and take-off of helicopters, and any appurtenant areas which are used, or intended for use, for heliport buildings and other heliport facilities. HELISTOP is the same as a heliport, except that no refueling, maintenance, repairs or storage of helicopters is permitted. HIGH EXPLOSIVE is explosive material, such as dynamite, which can be caused to detonate by means of a No. 8 test blasting cap when unconfined. HIGHLY 10XIC MATERIAL is a IJl,aterial which produces a lethal dose or lethal concentration which falls within any of the following categories: 1. A cbemical that has a median lethal dose (LD50) of 50 milli- grams or less per kilogram of body weight when administered orally to albino rats weighing between 200 and 300 grams each. 2. A chemical that has a median lethal dose (LD50) of 200 mil- ligrams or less per kilogram of body weight when administered by continuous contact for 24 hours, or less if death occurs within 24 hours, with the bare skin of albino rabbits weighing between 2 and 3 kilograms each. 3. A chemical that has a median lethal concentration (LC50) in air of 200 parts per million by volume or less of gas or vapor, or 2 milligrams per li~er or less of mist, fume or dust, when adminis- tered by continuous inhalation for one hour, or less if death occurs within one hour, to albino rats weighing between 200 and 300 grams each. Mixtures of these materials with ordinary materials, such as wa- ter, might not warrant classification as highly toxic. While this system is basically simple in application, any hazard evaluation which is required for the precise categorization of this type of ma- terial shall be performed by experienced, technically competent persons. HIGHLY VOLATILE LIQUID is a liquid with a boiling point of Jess than 68°F (20°C). HIGH-PILED COMBUSTIBLE STORAGE is storage of combustible materials in closely packed piles or combustible ma- terials on pallets, in racks or on shelves where the top of storage is greater than 12 feet (3658 mm) in height. When required by the chief, high-piled combustible storage also includes certain high- hazard commodities, such as rubber tires, Group A plastics, flam- mable liquids, idle pallets and similar commodities, where the top of storage is greater than 6 feet (1829 mm) in height. HIGHWAY is a public street or public road. HOGGED MATERIAL is a mixture of bark, chips, dust or otp,er pieces of natural wood by-products. HORIZONTAL EXIT is a wall which completely divides a floor of a building into two or more separate exit-access areas to ,_--,~ I I I I I I I I I I I I I I I I I I 8103.2.1 , 8106.1, 8103.2.1 General. When fire sprinklers are required by Table 81-A, an approved automatic fire sprinkler system shaJl be installed throughout the building or to one-hour-rated fire-resis- tive walls constructed in accordance with the Building Code. Openings in such walls shall be protected by fire. assemblies hav- ing one-hour fire-protection ratings. The design and installation of the automatic fire sprinkler system and other applicable fire protection shall be in accordance with the Fire Code (see-Section 9003, Staac:lwa a.2.9) aHd l.WC Standft!'d 81 1. 9.a,d> .-'1-i, lO -j 8103.2.2 Shelf storage. Shelf storage greater than 12 feet (3658 mm) but less tha!) 15 feet in height shall be in accordance with the fire-protection requirements set forth in UFC Standard 81-1. Shelf storage 15 feet (4572 mm) or more in herght shall be protected in an approved manner with special fire protection, such as in-rack sprinklers. · · 8103.3 Pile Dimension and Height Limitations. Pile dimen- sions, the maximum permissible storage height and pile volume shall be in accordance with Table 81-A. 8103.4 Array. When a fire sprinkler system design utilizes protection based on a closed array, array clearances shall be pro- vided and maintained as specified by the standard used. SECTION 8104 -RACK STORAGE 8104.1 General. Rack storage shall be in accordance with Sec- tions 81q2 and 8104. Binboxes exceeding 5 feet (1524 mm) in any dimension shall be regulated as rack storage. 8104.2 Fire Protection. 8104.i.1 General. When fire sprinklers are required by Table 81-A, an approved automatic fire sprinkier system shall be installed throughout the building or to one-hour fire-resistive walls constructed in accordance with the Building Code,' Open- ings in such walls shall be protected by fire assemblies having one-hour fire-protection ratings. The design and installation of the automatic fire sprinkler system and other applicable fire protec- tion shall be in accordance with the Fire Code (see Sectiop~ StllllQ81"Ct1r:T.) cmd ~e St1tndatd 81-!:' fOO;}-'7~l0"~ 8104.2.2 Plastic pallets and shelves. Storage on plastic pallets or plastic shelves shall be protected by approved specially engine- ered fire-protection systems. 8104.2.3 Racks with solid shelving. 8104.2.3.1 General. Racks with solid shelving having an area greater than 32.square feet (2.97 m2), measured between approveq. flue spaces at all four edges of the shelf, shall be in accordance with Section 8104.2.3. EXCEPTIONS: 1. Racks with mesh, grated, slatted or similar shelves having uniform openings not more than 6 inches (152.4 mm) apart, comprising at least 50·percent of overall shelf area, and with ap- proved flue spaces, are allowed to be treated as .racks without solid shelves, 2. Racks used for the storage of combustible paper records, with sol- id shelving, shall be in accordance with UFC Standard 81-4. 8104.2.3.2 Fire protection. Fire protection for racks· with solid shelving shall be in accordance with the requirements for rack~ with solid shelving set forth in UFC Standard 81-2 or other nation- ally recognized standards. See Article 90, Standard f.1.1. 1-246 2001 CALIFORNIA FIRE CODE Fire protectio11 for record~ storag~ racks with solid shelving shall be in acc_ordance with the requirements set forth in UFC Standar,d -8:1-4. · 8104.3 Flue Spaces. Flue spaces shall be provided in accor- dance with Table 8104.3-A. Required flue spaces shall be main- tained. 8104.4 Column Protection. Steel building columns shall be protected in accordance with UFC Standard 81-2. 8104.5 Extrahigh-rack Storage Systems. 8104.5.1 Required approvals. Approval of the chief shall be obtained prior to installing extrahigh-rack combustible storage. 8104.5.2 Fire protection. Buildings with extrahigh-rack com- bustible storage shall be protected with a specially engineered au- tomatic sprinkler system. Extrahigh-rack combustible storage shall be provided with additional special fire protection, such as separation from other buildings and additional built-in fire- protection features and fire department access, when required by the chief. Sl;CTION 8105-AUTOMATED STORAGE 8105.1 General. Automated storage shall be in accordance with Section 8105. 8105.2 Fire Sprinklers. When fire sprinklers are required by Table 81-A, an approved automatic fire sprinkler system shall be installed throughout the building. The design and installation of the automatic fire sprinkler system shall be in accordance with the Fire Code (see Section 9003-;-Standarcl-n-. .Z,9-) and nationally rec- ognized standards. '9CV,,:P 10 ~ 3 8105.3 Carousel Storage. Hightled storage areas having greater than 500 square feet (46.5 m ) of carousel storage shall be provided with automatic shutdown in accordance with one of the following: 1. An automatic smoke-detection system with coverage extend- ing 15 feet (4575 mm) in all directions beyond unenclosed carou- sel storage systems which sounds a local alarm at the operator's station and stops the carousel storage system upon the activation of a single detector, · 2. An automatic smoke-detection system within enclosed car- ousel storage systems which sounds a local alarm at the operator's station and stops the carousel storage system upon the activation of a single detector, or 3. A single dead-man type control switch that allows the opera- tion of the carousei st9rage system only when the operator is pres- ent. The switch shall be in the same room as the carousel storage system and located to provide for observation of the carousel sys- tem. SECTION 8106 .-SPECIALTY STORAGE JU06.1 General. Records storage facilities used for the rack or shelf storage of combustible paper records greater than 12 feet (3658 fnm) in height shall be in accordance with Sections 8102 and 8104 and~BFC Standard 81-4. Palletized storage of records shall be in accordance with Section 8103.1. ., ' POOR QUALITY ORIGINAL S I I I I I I I I I I I I I I I I I I MAR-$0-2005 12:02 PM JIM BLAND 760 72':I 1139 P.61 --~ STANOA~0 11-4 UNIFORM FIRE CODE STANOAAD 81·4 HIOH·PILl!O STORAGE OF COM9USTIBLE RECORDS IN BUILDINGS S.. hotlon, 8101,1, 1104,2,3,1, 6104.2,3,2 and 8106.1, Uniform Pit• Cod• NOTE: Thie I•• n,w 1t1ndilrd. The National Fite Prottctlon Aucx:iat!on Standard for R•ck :itnrllgt of M11terial~ NFPA Z31C-1-99$, Is henbJ adopted hy r~f~renCff. as L'"FC Stan<brd 81•4. Suppirnwntal ~1~1ll.illnh referenced by NFPA 23 l C-Jl.1!)5 sh;,!! c·0nl:1 ·he cnn~idere<l a~ guide.line ~ran<lards ~uhject ro approval by the chief. For. ~tcwagt htigln uf 12 feet (3658 .1r1m) or le!~~-~ee l\'fPA 13. Sth1ttlardfnr th<! /11.rtal/.1.uio11 <>f Sprinlcler 5'ysi<:ms. NFPA 231C-l 99:i is :.\'~i111e>k from the Natio1111l rirc Proll~!i()n A.ssocilnion, I Baneryrnnrch P11ri;1 Box 9101, Quincy, Mmacht\· setts 02269-'i l 01. Sl!CTION 81.401 .,.... AMt:NDA/11::NTS 1. Sec. 1·1 i11 r't'vii<ed as follows: 1-1 Appllcatlon and Scope. This ~tand1u<l npplie~ to ~tol'~ge cf cr.;mbu:;cible paper re~:onb $lornd il1 r~cl:R 01'er 12 fo..:l 06~8 mm) in hciiht. Stnra~t of p!11~11..: prnducts, ph1Stic ~Cl>ru~ or pla.~tic cont:ti1~rs ~re 01ir.si<k of rlw :,1,;l,pc of rHs stnndard. ScdJFC Sr.andard 31-2. .for ,tors~c on .~htlvi'1g JO inches (762 mm) or !es$, m· tIFC Stnnd~rd 81. I. Storagt' of hnzardoo~ mmeri:11~ ond (]em111ah!c liqui<ls i~ ou1~id~ tht-SMfl~-ofthi.~ ~t~ndnrd. s~ the Unifom1 Fi,"t' Codr. 2. Sl':c. 1-l ls m·bed b)· chani:fni definitloM as l'llllnwll: Thtl denn!Uon of "apprund" lfl!all be cu •ct fnrth In U1t{f()rm fire Cude, VoluU1e r. · · fklctc the definiticm.1 of "authority h1tvin1 Jurbdktion," ••oulkne~d/' "early .i;uppressfon fa11t re,pon:,,e ~prinklers (ESFR),'' "li.btlled," "listtd,'1 ''soMd llht'lvini" and ''transverse nut< ~p11n" 11J1d 1ubstit11te a~ f1.1Uuws: AUTHORITY HAVfNO JURISDIC'rJON is the official r~- ~prm~ible for rhe 11dmini:11ration .ind enfort:~m\Cnt of this Mandard. Bl!LKHF.AD 1s o t>nrrkr installed ve1tic11!1y 11cro$S ch,: sturngc f(IC~ that e~ tend~ from the Door to th!! lOJl of ~toragi:'! for th~ cl,;pth oi'lhc ruck. RA.Ji.LY S!.;PPRitSSION F,._ST-RESPONSE (RSJ'R) SPRINKLER i~ H li,1tect thermosensiliYl· uevict de.~ignect 10 /'eacr Ill ~ r,l'!ldetormined tempcrfttmC', i,y autommknlly rele·asing :t stream of w~t.~r Mid distrHndng it in a ~~c!ficd patlcm Md quan- t11y over a designated areo ,rn a.~ 10 provide e11rly ~u;:rprcH~ion or a fii·e when in!tnllcd on the ul'l"ropri111e sprinkler piping. LAftF.tF.n sl11'll t:,,.; as set forth in the U11ffo1m Fir~ CQdc, LISTED sha!I he as Sc'f fbrll1 in the Uniform Firt1 C(>1Jr.. SOLID SHF.LVING, sco Uniform Firf: C,1<Lt:, Article 81. TRANSVERSE Ft.UR SPACE, ~cc Uniform Ft~·Cvdt-'-, Ar· t1.;le 81. Add the roUowmi <kftntUon: CATWALK is a w~lkwAy 11sed to acces~ equipment cir rt:cord scor,1gs; rack~ andmr Slll!lving. Cat;11::lih ll'e suppvrlc<l My the CtJuipmcnt, rack Of shelving ,crved. C~twalks aro indcperdem of the huildhi lllrttcture and are a component of thr swage svstmi. 3. Sec, l·l.1 Is re'fised u fllllows: 2.,:1 ('ommudity Cllill~lncatlon • .Ptlpcr records shal1 bt' clr.ssi- fie!l a~ <":l~s III commodities 4, S"c. 3.J ti deleted, 5. ~~. 3-2.l is deleted. 6. S(r. 3-.Z.2 is deified. 7. St11. 3-l.3 ls rerlwd by addine a p11ra2raph to thi: end or t"e ,cetJon a, rollowi; Re.g:1rdless or the rcql,irement~ of rlns sccuv11, fir.: pw1e-:11on for !he m11cwre shrui comply with 1l1e reQllir.:mcr.t~ set forth in rhe Building Code. 8, S~:. 3.z.3 (b) is reviKt.d hy 11dding .t pa.ra2raph to the l!nd of the iccUun illl fol111w5: Each ~:,ri!"lkler protl':cting l column shall be Pr:mblt of Jischari- ing JO gp1~1 ( 11 :l.6 L/min.). The <lcmind fur the coluw11 ~prinlcler~ in the hydraulic <le,ign area ~h:ill be add~d ro the rprinkler system dtmnnd. The spray sll~ll be dir~,1c<J lu·xar:J the column s1:-:h lh;1l M much of the column silrfi\~'(' h wetted as possihle 9, Sec. 3.3 Is deleted. 10. C:hapt"r 4 is .r~vh~ by odding a scctlon 11~ follows: 4-1 Bulkhead. Rach grea1icr lhu.n 6(J fcrt ( 1 ll W:>i inm) in lenaih shall be separated hy a hulkhMd or by ljn a1sie (minimum 30-inch (762 mm) wide! .11ei,arnl!(ln. Bulkhc11d~ ~hall ex:en<I 11trQug:h .thc !ltoragt rack from nis!~ face to :d~lc face und from tre l1oor (u th-: top nf -~torage. When the nid. k.:ngth excee:!s 60 kel (l8 28!! rr-m) t~ bolkl\ea<l slrnll be l<icat.:id at the .ipproxin•:il<,; midpoint of the mck, The m:v.imum diMam:e between bulkheads and ai$1es shall be 60 feet (l R 28!l mm). Dulkhc!i,.b :1hall he constructed of 112-in,h (12.7 rnrn} i:;)'p~um b<lard, 1/J·im:h t~kk (12.7 mm) plyw000, or otlwr :1pprcwed 111:itet~al, 11. Chapttr 4 f11 rrvl.,td b~· add.inc 11 ~ectiun llS folliH'I'~: 4•2 Catwalk. Catwill:s 42 i!ldi·~:. \1067 mm, nr le~, ii'. wiiJll: thnt nr~ used for acce~~ tn upoc:r !ncl ~tornge ~y.ittrns .1)1ail b< $up- PQrlC'd from a r~ck or ~helving sy;iern 11nd stmli b'! of nom:r,mb<.J~· tJbie bar erate c;<,nstruct!on. Bar grate ,:;penings shali bt· ,1 minirMrr: of 11-1 li11cn (i2.':' mm). r.xr:F:l"'flON: C~1walb.s grr.uttr than 4:? inctx:s (I 06i mrn, rn wi(fr~ m.1y be of ,;,lid ~;,n~truclion 12. Chapllff 4 i11 tt·vlsccl by 11dding a 11ec:tion llli follows: 4•8 Aisle Widths, Ai:;lts ~hall be provided a., ~er forth u1 l/FC v Article I! I When ais1e5 n('(' Jess than 42 inches (I 067 11u11) in '1\. wi<l•.h. the Ktnrage sy.qtem ~hi\11 be 1:llm1fied n~ multirow rncl'Jng. Por NOlcction icquirements, ~~e Clrnp1cr 5. 13. Sec. 4.7 i* cleleterl and substitute as fcJll11W$: 4•1 Stora~ ot ldle Combuijt.ibles. Bulk storage nf Idle corn- bu~tiblc p11llcts shall he in accon1<111ce with UFC StandJtd fi 1 -l. 2-4!)6 I I I I I I I I I I I I I I I I I I > aTANOA~C 11-4 .14. s~r~ 4·3 is d~loted and sul>sUlu&e 1111 fullowt1: 4-J -FIH Spnc:es. r·or records SlOl'llJC ~yslcm~ clau1fied lS multiplc,row 1ack& in ac..:o,·(l.\llCe wiU1 lhi~ ;;tandud, the service aisles between the r11cks or ~h,;:lvina &h1tll tiq ~onsid•r11d th" flllc SP!!Ces. 15. S11~. 4-4 is deleted 1md subffltutAI II' l'ollow1: 4.4 Sturaae .Arr~111cment&. Papcr records are alkiwed to be storc(j in Cllrdhoard crutons or llS opi;n !ill.:s dirccLI)' on the.rack or shelf. · Pla~tic encapsulation of recor.ls i~ beyond the iwope of this stanoo:rd. See UPC Standard 81.2. Wbi;n record$ $tor11ge confiauration coniiistl of ~kw or Mhelv• ing in single or double rows with 11 total will th.of 72 inches ( I 829 mm) or less and :ti~le~ with a dear width ot· 42 im;hc~ (1067 mm) or more, .ind no loniilutlinal flue .. the storage·sh,111 be considered single-row rackl. When r01:ords ~torage ,:onf1g1m1tioo consists ofr~k¥ or shulv• itli in ~inijk tX double n·1~s witb a total widU1 grc11tc: th1m 72 inch- es ( l 829 mm) :ind les. t11i-ln 12 feet (3658, rnm), mc:aijured from aisle w.ai$le, and o1iste~ wiUi i14:Jc:1.r width t1f 42 inche$ (1067 mm) or mo:·f.., the storage shul! bi: i.;un~idcrcd double-row 1110.ks. When <~1:1.ml:; stora-ge ;:onfigur,1tio11 con.1il6 of rlM.:k& or·shelv- mi in single or Jo11bl.i row~ with a totni width-iJtiilCr !him ·12 fi:ct c:Hi~X mm), me-0surecl from :i:slc to a!ste, or with aisles less than 42 inc~, ( I 067 mm) in clear witllh rcg-~dle!\.~ of the ~tor;ige rack ur shelving width, the· storage sJll\ll Ix con,ndered multi row rac\(s. 16. s~~. 4-tu dtlttvd .nd aubatitute a, follow,: 4-6 Solid Sbrlv!nv, R 1ch or. shelf stO('llill or pa.per re<;ord, in ,ardhoar<l l!an,ms on wood or mct11l shclvir,s !,!hall be tri::11e~ as m:b without solid shelves. 17. Cilapur ! ~ nvikd by 1ddi111 a ,ection ac foJJow,: 5-J.3 Thi~ chapter sh•ll :spply When rC(juin:J by Tltblc Rl•A. 18. Sec. S•.2.1 is revued by whlltltiitinj the phr,-14 «the Bul.ldin11 Code. Stt UBC St.lttdard 9-1" tor th• phrattt1 ~SFPA 1J, Sl41"1crd /ur tlu· lmi4/latitl1t ~J Sprlllkllr Sy11,1111." lll, Sft;, 5-8 ls reviicd by dtltlin11 th11 fi.rllt-Hnt111ce o111d 1ub- •t.ill.itin11 •• folJow•: When required by UFC Table 81-A, ~mall hose valve stations shall be pwvidcd and ~hall t-i1 spaced .iuch that they an: acccssihlt 10 reach all portir,ns-of the hi&h0plled slora.gc iir.;.tt, on 1111 level:S. b,t~cd un the limgth of hose, hose urcam, and !ravel pa.th~. 20. St(, 6·1 iH"'V!std by sublltituting the phnm! "the Build· in¥ CCHH. Sec UBC Su.nd,ml 9°1" fut the phr&M: "NFPA 13, Ski,idc_rri for th« In1taUatton of SprlrikJ,r Sy1i"1m.1," 21. Sec. 6-9.,2 J~ d11itMh:l 11nd 11ubstttute aa folklws: For storaiC over 20 feet (6096 rnm), up to Md including 25 feet (7620.mtn). protected with ceiling sprinklers only, clcnsilici given in design curves shall be adjusted accordin& to Figure 6•9.2, For stora&e Im than 20 feet (60% mm), with ln•rack aprinklcrs, Fig· 11re 6-9.2 is applicable. 2--4ff 1H7 UNIFORM flAI: CODE l.2. Ste. 6.J 2 hi nivind by delttting the la,t simtence of lhe para1raph. l3. Table, 6·12, c,.14 •ud 6-14,l 111r1e r\'viatd hy deleti.njl "Yu"· ln Lh-t ,:oluinn UU.d "Apply Fi1\lre 6•V,:r 1.mder the "Withm:at ln-Rai:k Sprinklers'' cawgory 11nd »1.1b1tituti11¥ '1No." Z.t s~~. 6-14 i.s rni~d hy adding a section 11.11 follow11: 6-t.:t.4 tn recordi .~;oril{!e systems "'ith ll -i11twalk, when sprin- klers are required, in-ra1:k sprinkl~r~ 6h11ll be loc11ti:d in th~ center 01· the l"liilC, below <:i~h kvel d i;atwalk. :25. Sec. 6•lS,l lii ~viffd l.o dtletv dur Jut Nntence of the panigt"llph. :26. 6.lc, 7-l l$ revl,ed by a;ubstituting tile phrase ''the Build- Ing Code. Sec llBC &tatkd1ml 9·1" ror the pbra~e "NFPA 1,,. Siand«rd for tit, l'1suillati<J11 <>f Spritlkler Sy1tem1 ." 17. Sec. 7-2 is r~vised by addln& 11 section &A followt: 7-2.1 MMirnum ~pW.:lfli of in-rack spri11l:ler& sh;ill ilut bi; mun: thim 10 foci (3048 mm) :i.!01111 the t:rimch liuc. The mi1x1mum ,1.;:1.1a pxotocted b;y an in-rack spl'inkter sh;ili 110, c.-..~ccd 100 qi..are feet (9.3 m2). Sprluldea shall be Shl3je~ vcni~·.ill:, and horiu,ntall~ when more than one level ls instnllc(I. ZS. s~ .. ,.s i5 roViitd by ilddina a St-1:tion Ill follows: 7-5. t rn multi row rncks with c11tw11lk system~. in-rack sr,rh1- klcn; are allowed to be ltX.lied below the (;l:flwa.lk. in the ::enter of the Kitle. Sprinklers instn.lied. in the cent~r of" lh1: ~isic~, below the <,;11!w.lk~, lkrt: con:1idored in-rack flue sprrnkler~. 29, 'llable 7-10.l i, r,cviied by <Kid.i11¥ th11 foUowin11 footnote which is r~fere11ced in tba 1tcond c~bimn. main beadiua titled "In-rad, sprinklc.N-appro~mlltl! vertical sp.lcina at ti.er neareAt tho vertical dist,mce »ad maximum hori2orital ~p~- lni," 9Sprinkler spacitli shall nut exceed JOO square feet (9.J m') ~pacing. 30. Sec. 7-14 is dtlctcd and sub!ltituti.l as follows: 7-14 lil•rack Sprlnkltr Sp.114;in11, Maximum spacinlil of iu-rack sprinklers in multiple-row ra1.ko with btorage higher than 25 fo~t (7ri20 mm) silaU not be more than 10 foot (J048 mm) ~long tht> branch liue. The mnximum arc~ pmtC(..-ted by .-in i1H'<1ck spiinkler sh!lll n0t exceed 1.00 s4uarc feet (9.3 m') Sprinklers shall tit. ~1ag- ge:rcd v.::rlil:ally and horizontally when more (han tin.: kvcl 1.s insta!l1:<.l. Si:1: Fig1.1r1x 7-13 (a), (b) ilnd (.;:), 31. Ch11pter 8 ia delt:~d. 3.2, s~ 9·1.8 ia revised by aubitituti1111 lhe ptua1r. ·'tbte Build· ing Code. See VDC Standard 9-1" for ti~ pbn111e "NFPA 13, $tan"4rd for lhi lmtalllmu11 uf Sprinkl,r Sym,,u. '' 33 .. St!c. 10-2,4 if; ,~vised by su biil.ituting the ·phas< "th'.l Building Code, See tJBC Standard 11-1" for the phrase "NFPA 13, Sta1ukmt for tlu Jn,tallatlon of s,rinkl,r Syst,ms.'' ~-Cbaptcn 11, lhnd 13 art dtleted. ---·--. ···-----------~-......-'~-------'---------------·-···--------- ! 0 'd· I I I I I I I I I I I I I I I I I I I 20Q1 CALIFORNIA FIRE CODE TABLE 81-A TABLE 81-8 TABLE 81-A-GENEAAL FIRE-PROTECTION AND LIFE-SAFETY REQUIREMENTS SOLID-PILED STORAGE, SHELF STOR- AGE AND PALLETIZED STORAGE ALL STORAGE AREAS (See Sections 8102, 8103 and 8104)2 (See Section 8103.3) SIZE OF HIGH-PILED Maximum . STORAGE AREAi (square Automatic Maximum PermissibJe Maximum feet) (See Sections 8102.2 Fire-extin-Fire-de tee-BiJlldln1Ac-Smoke and Curtain Small Hose Pile Dlmcn-Storage Pile Volume COM-aul•hln& Sys-lion System CCII (See · Heat Remov-Boards (Sec Valves and slon3 (feet) Hcight4 (feet) (cubic feet) MODITY and 8102,4). tern (See Sec-(See Section SectiOn al (Sec Sec-Section Stations (Sec CLASS x 0,0929 tor ml lion 8102,4) '8102.5) 8102.6) lion 8102,7) 8102.8) Section 8102.9) x3048 for mm x 0.0283 for m3 I-IV. 0-500 NRI NR NR? NR NR6 NR NR NR NR 501-2,500 NR.1 Yes '' NR5 NR NR6 NR JOO 40 100,0Q0 2,501-12,000 Yes NR NR5 NR NR6 NR 100 40 400,000 Public accessible 2,501-12,000 Yes NR NR5 NR NR6 NR 100 40 400,000 Nonpublic accessible (Option 1) 2,5Ql-12,000 NR1 Yes Yes Yes Yes Yes 100 307 200,000 Nonpublic accessible (Option 2) . 12.001-20,000 Yes NR Yes Yes NR6 Yes 100 40 400,000 20,001-500,000 Yes NR Yes Yes NR6 Yes 100 40 400,000 Greater than Yes NR Yes Yes 500,0008 NR6 Yes 100 40 400,000 High 0-500 NRI NR NR5 NR NR6 NR 50 NR NR hazard 501-2,500 Yes NR NR5 NR NR6 NR 50 30 75,000 Public accessible 501-2,500-Yes NR NR5 NR NR6 NR 50 30 75,000 Nonpublic accessible (Option l) 501-2,500 NR-1 Yes Yes Yes Yes Yes 50 20 50,000 Nonpublic accessible (Option 2) 2,501-300,000 Yes NR Yes Yes NR6 Yes 50 30 75,000 300,_00J-500,0Q08,9 Yes NR " Yes Ye~ NR6 Yes 50 30 75,000 NR = Not required. 1 When fire sprinklers are requi~d for reasons other ¢an Article 81, the portion of the sprinkler system protecting the high-piled storage area shall be designed and installed in accordance with Sections 8103 and 8104. 2For·aisles, see Section 8102.10. 3Piles shall be separated by aisles complying with Section 8102.10: 4For storage in excess of the height indicated, special fire-protection shall be provided-in accordance with Footnote 8 when required by the chief. See also Articles 79 and ·88 for special limitations for flammable and.combustible liquids and aerosols. 5Section 902.2 shall apply for fire apparatus access. 6Curtain boards.shall be installed as required by the Building Code. See UBC Section 906. 7For storage exceeding 30 feet (914 mm) in height, Optiop 1 shall be used. 8~pecial fire-protection provisions such-as, but not limited to, fire protection of exposed steel columns; increased sprinkler density; additional in-rack sprinklers, without associated reductions in ceiling sprinkler density; or additional fire department hose connections shall be provided when required by the chief. 9High-piled storage are~s shall l\Ot exceed 500,000 square feet ( 46 451-.5 m2). A two-hour 'area separation wall shall be used to divide high-piled storage exceeding 500,000 square-feet (46 451.5 m2) in area. COMMODITY CLASSIFI- TABLE 81-8-REQUIREMENTS FOR CURTAIN BOARDS AND SMOKE VENTING1 (See Sections 8102.7'..4 and 8102.8.3) MAXII\IDMAREA MAXIMUM SPAC- DESIGNATED FORMED BY CURTAIN ING OF VENT STORAGE HEIGHT CURTAIN BOARD BOARDS2 CENTERS (~eet) DEPTH (feet) (squ~re.feet) VENT AREA TO (feet) FLOOR AREA RA· MAXIMUM DISTANCE TO VENTS FROM WALL OR CURTAIN BOARDS3 (feet) CATION x 3048 for mm_ x 0,0929 for m2 TIO x3048 for mm I-IV 20 or less 6 10,000 )_:100 100 60 (Option L) over20-40 6 8,000 1:75 100 55 1-IV 20 or less 4 3,000 1:75 100 55 (Option 2) over 20-40 4 3,000 1:50 100 50 High hazard 20 or less 6 6,000 1:50 100 50 (Option 1) over 20-~0 6 6,000 1:40 90 45 High hazard 20 or less 4 4,000 1:50 100 50 (Option 2) over 20-30 4 2,000 1:30 75 40 1For !"lick storage heights in excess of those indicated, see Section 8104.5. For solid-piled storage heights in excess of those indicated, an approved engineered design shall be used. . 2When areas of buildings are equipped with early suppression-fast response (ESFR) sprinklers, the curtain boards within these areas shall be located only at the separation between ESFR and conventional sprinkler systems. 3The distance specified is the maximum distance from any vent in a particular curtained area to walls or curtain boards which form the perimeter of the curtained area 1-247 I I ,. f ,, I .:,\ I :r :r I I I -, 1· I I I I 1: ·" 1~-' 1··( ' , ' . ,~ Ii I -, DESIGN APPROACHES 13-99 Table 7-4.2.2,1.5 Adjustment to Ceiling Sprinkler Density for Storage Height and In-Rack Sprinklers Storage Height Over 12 ft (3.7 m) through None 25 ft (7.6 m) In-Rack Sprinklers Over 12 ft (3.7 m) through Minimum required Apply Figure 7-4.2.2.1.3 Permitted Ceiling Sprinklers Density for Storage Height Adjustments Where In-rack Adjµstment Sprinklers Are Installed Yes None Yes None 20 ft (6.1 m) --....,.-----~---------------------More than minimum, but not Yes Reduce density 20% from that of minimum in-rack sprinklers in every tier In every tier Yes Reduce density 40% from that of minimum in-rack sprinklers Over 20 ft (6.1 m) through Minimum required No None 25 ft (7.6 m) --------------------------------More than minimum, but not No Reduce density 20% from that of in every tier minimum in-rack sprinklers In every tier _ Figure 7-4.2,2, 1.9 Adjustment of design-area.of sprinkler operation for clearance· from top of storag~ to ceiling. Reduced design area of sprinkler operation (m2) 138 186 232 279 325 372 418 6000H-t,-+-H--++++++++-+-++-+-+-t-H-H-HH--H-I-II 557 r/ J 5500 H--+-+++--+-tH--+-+-+-+-+-l-+-+-+-+-+-+-l-+-H--+-+-..1L1-1--1 .511 ~ ~ 1 --; 5000 H-+-+-++-+--1-+-+-+-+-+-+-l-+-+-+-+-++-+-+--1-+-+-+-+-+-f 465 a g J ~ ~ ID ~ 4500 418 g. ~ ~ ID J ~ ~ C C ~ -~ 4000 372 g. b \J 0 ~ m ~ ~ ~ 3500 , . 325 §, c, ·w 1 ! "C ~ 3000 279 °ig '8, -) V :g, 8 II 0 2500 H-+-+++-+-1"4--1-+-H-+-+-++++-+-l--+-t--+-t-+-+-+-+-H 232 2000 ................................................. .._._ ................... ..._._-'--'-'--'-'--' ....... '-'-'-' 186 1500 2000 2500 3000 3500 4000 4500 Reduced design area of sprinkler operation (tt2) 7-4.2.2.l.9t Where clearance from ceiling to top of storage is less than 4½ ft (1.37 m), the sprinkler operating area indicated in curves E, F, G, andH in Figures 7-4.2.2.1.1 (a;) through (e) sh;:tll be permitted to be reduced as indicated in Figure 7-4.2.2.1.9 but shall not be rec:luced to less than 2000 ft2 (185.8 m2). (See 7-4.2.2.1.10.) No Reduce density 40% from that of minimum in-rack sprinklers 7-4.2.2.1.10 Where clearance from ceiling to top of Class I or Class II encapsulated storage is I½ ft to 3 ft (0.46 m to 0.91 m), the sprinkler operating area indicated in curve F only of Figure 7-4.2.2.1.1 (e) shall be permitted to be reduced by 50 percent but shall not be reduced to less than 2000 ft2 (186 m2). 7-4.2,2,1.ll Where solid, flat-bottom, 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- ures 7-4.2.2.1.1 (a) through (g), based on conventional pallets, shall be increased 20 percent for the given area. The percent- age shall be applied to the density determined in accordance with Figure 7-4.2.2.1.3. The increase in density shall not apply where in-rack sprinklers are installed. 7-4.2.2,2* Ceiling Sprinkler Water Demand -Double-and Single-Row Racks. 7-4.2:2.2,l For Class I, Class II, Class III, or Class IV com- modities, encapsulated or nonencapsulated in single-or dou- ble-row racks, ceiling sprinkler water demand in terms of density (gpm/ft2) (mm/min) and area of sprinkler opera- tion [ft2 (m2) of ceiling or roof] shall be selected from the curves in Figures 7-4.2.2.l.l-1.6(a) through (g) as directed by Table 7-4.2.1.5. The curves in Figures 7-4.2.2.1.1 (a) through (g) also shall apply to portable racks arranged in the same manner as single-, double, or multiple-row racks. The design shall be sufficient to satisfy a single point on the appropriate curve related to the storage configuration and commodity class. It shall not be required to meet all points on the selected curve. Figure 7-4.2.2.1.3 shall be used to adjust the density for storage height unless otherwise specified. 7-4.2.2,2.2*t, Design curves for single-and double-row racks shall be selected to correspond to aisle width. For aisle widths between 4ft (1.2 m1 and 8 ft (2.4 m), a direct linear interpolation between curves shall be made. The density given for 8-ft (2.4-m) wide aisles shall be applied to aisles wider than 8 ft (2.4 m). The density given for 4-ft (1.2-m) wide aisles shall be applied to aisles narrower than 4 ft (1.2 m) down to 3½ ft (1.07 m). Where aisles are narrower than 3½ ft (1.07 m), racks shall be considered to :J:>e multiple-row racks. 1999 Edition I I I I I I I I I I I I I I I I I I I 13-94 INSTALLATION OF SPRINKLER SYSTEMS Table 7-4.2.1.6.1 Multiple-Row Racks-Rack Depth Up to and Including 16 ft (4.9 m), Aisles 8 ft (2.4 m) or Wider, Storage Height Up to 25 ft (7.6 m) (Continued) Ceiling Sprinkler Water Demand With In-Rack Sprinklers Without In-Rack Sprinklers Sprinklers Apply Apply Commodity Encap-Mandatory Figure l.25x Figure 1.25 X Height <;:lass sulated In-Racks Figure Curves 7-4.2.2.1.3 Density Figure Curves 7-4.2.2. 1.3 Density No No 7-4.2.2.1.1 (a) No 7-4.2.2.1.1 (a) I andj Yes No I 1 level 7-4.2.2.1.l (a) Yes Yes Over20 ft No 7-4.2.2.1.l(b) No II (6.J m), Yes 7-4.2.2.1.1 (b) CandD Yes up to and 1 level No incluc\ing No 7-4,2.2.I.l (c) No NA NA NA NA III 25 ft (7.6 m) Yes 7-4.2.2.1.1 (c) Yes No 7-4.2.2.1.1 (d) No IV 2 levels Yes 7-4.2.2.1.l (d) AandB 1.50 x density Table 7-4.2.1.6.2 Multiple-Row Racks -Rack Depth Over 16 ft (4.9 m) or Aisles Narrower than 8 k.(2.4 m), Storage Height Up to and Including 2!> ft (7 .6 m) Ceiling Spri!lkler Water Demand With In-Rack Sprinklers ~ Without In-Rack Sprinklers Sprinklers Apply Apply Commodity Encap-Mandatory Figure 1.25 X Figure 1.25 X Height Class· sulated In-Racks Figure Curves 7-4.2.2.1.3 Density Figure Curves 7-4.2.2.1.3 Density No 7-4.2.2.1.l (a) No 7-4.2.2.1.1 (a) I andj No I Yes Yes 7-4.2.2.1.l(a) . Yes 7-4.2.2.1.1 (a) I andj Yes Over 12 ft No No 7-4.2.2.1.1 (b) No 7-4.2.2.1.1 (b) I andj No (3.7m), II Yes up to and Yes 7-4.2.2.1.1 (b) Yes 7-4.2.2.1.1 (b) I andj Yes CandD Yes.: including III No 7-4.2.2.1.1 (c) No 7-4.2.2.1.1 (c) I andj Yes No 15 ft: (4.6 m) Yes I level 7-4.2.2.Ll (t) Yes No No 7-4.2.2.1.1 (d) · No 7-4.2.2.1.l (d) CandD No No IV Yes l level 7-4.2.2.1.1 (d) 1.50 x density No 7-4.2.2. U(a) No I Yes 7-4.2.2.1.l (a) Yes Over 15 ft No 7-4.2.2.1.1 (b) No (4.6m), II up to and Yes 7-4;2.2.1.l (b) Yes I level CandD Yes NA NA NA NA including IIi ·No 7-4.2.2.1.1 (c) No 20 ft (6.1 m) Yes 7-4.2.2.1.l(c) Yes IV No 7-4.2.1.1 (d) No Yes 7-4.2.2.1.1 (d) 1.50 X density I No 7-4.2.2.1.1 (a) No Yes 7-4.2.2.1.1 (a) Yes Over 20 ft No 7-4.2.2.1.l (b) No (6.1 m), ir I level up to and Yes 7-4.2.2.1.1 (b)c Yes CandD No NA NA NA NA including No 7-4.2.2.1.l (c) No 25 ft III (7.6m) Yes 7-4.2.2.1.1 (c) Yes No . 7-4.2.2.1.1 (d) No IV 2 levels Yes 7-4.2.2.Ll (d) 1.50 X density 1999 Edition I I I I I I I I I I I I I I I I I I I + \,. 13-96 INSTALLATION OF SPRINKLER SYSTEMS Figure 7-4. 2;2.1. l ( c)' Sprinkler system <,lesign curves-20-ft (6.1-m) )ligh rack storage -Clas.s III nonencapsulated commodities -conventional pallets. N° ::.. C 0 -~ (l) a. 0 ai 32 C ·g_ V) 0 ro (I! ro C Cl 'iii (l) 0 6.1 6000 5000 4000 3000 2000 1000 0.15 A Ceiling sprinkler density (mm/min) 8.2 10.2 12.2 14.3 16.3 18.3 I BC D .E FG H n J ' ( " I'. 0.20 0.25 0.30 0.35 0.40 0.45 Ceiling sprinkler density (gpm/tt2) 20.4. "' 557 1 C 465 ° ~ ~ 0 372 ai ::i'. C -~ 279 0 (1) (I! (1) 186 C "Single poi nt ly 93 Cl ~ design on II I II 0.50 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 (7 4 °C) ceiling sprinklers and 165°F (74°C) in-rack sprinklers C~-Single-or double-row racks with 4-ft (1.22-m) aisles or multiple-row racks with 286°F (141°C) ceiling sprinklers and 165°F (74°C) fn-rack sprinklers 0-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 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 (74°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 Figure 7-4.2.2.1. l (d) Sprinkler system design curves-,-20-ft (6.1-m) high rack storage -Class IV nonencapsulated commodities -conventional pallets. C 8.2 6000 .9 5000 1§ (l) Q. ·o ai 4000 32 .£ a. ~ 3000 ro (l) ro C 2000 Cl 'iii 8 1000 0.20 1999 Edition Ceiling sprinkler density (mm/min) 10.2 12.2 14.3 16.3 · 18.3 20.4 I I A 8 C. D E FG H , ,, ~ ,_ \. , ... ~~ o.~ ~~ ~~ ~~ ~w Ceiling sprinkler density (gpm/ft2) 22.4 r, 0.55 24.5 557 i C 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 465 ° -~ B·-Single-or double-row racks with 8-ft (2.44-m) aisles with 165°F (74°C) ceiling·sprinklers 372 279 186 93 0,60 fr ai and 165°F (7 4 °C) ~ in-rack sprinklers o. C-Single-or double-row racks "' with 4-ft (1.22-m) aisles or 0 multiple-row racks with ! 286°F (141°C) ceiling '" sprinklers and 165°F (7 4 °C) -~ in-rack sprinklers " 0-Single-or double-row racks ~ with 4-fl (1.22-m) aisles or multiple-row racks with 165°F (7 4°C) ceiling sprinklers and 165°F (74°C) in-rack sprinklers 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-fl (2.44-m) aisles and 165°F (74°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 (7 4 °C) ceiling sprinklers I I I I I I I I I I I I I I I I I I 13-98 INSTALLATION OF SPRINKLER SYSTEMS Figure 7-4.2.2, I. l (g) Single-or double-row racks-20-ft (6.1-m) high rack storage -sprinkler system design curves-Class IV encapsulated com- modities -conventional pallets, Ceiling sprinkler density (mm/min) 10.2 6000 12.2 14.3 16.3 18.3 20.4 22.4 24.5 1 C .g 5000 ~ Ql C. 0 ai 4000 32 C ·c C. "' 3000 0 tll ~ tll C 2000 Cl ·u; Ql 0 1000 I A B C D 1 ' ' I'- .... ~ 0.25 0.30 0.35 0.40 0.45. 0.50 0.55 0.60 Celling sprinkler density (gpm/tt2) Figure 7-4.2.2.1.3 Ceiling sprinkler density vs. storage height, Height of storage (m} 3.66 175 3.05 4.57 6.10 7.62 9.14 10. 67 150 ~ 125 C Ql -0 Ql c! :::, C.) C Cl ·u; Ql -0 0 c Ql ~ Q) a. 100 75 60 50 25 0 L I I. I • I I I I I -·-- 0 I I I I I J I ,, -·. ' ' ' ' ' ' ' I 10 12 15 20 25 , Height of storage (ft} 30 35 557 7-4.2.2.1.2 The design curves indicate water demands for ordi- nary temperature-rated and nominal liigh temperature-rated sprinklers at the ceiling. The ordinary-temperature design curves corresponding to ordinary temperau.:ire-rated sprinklers shall ·be used for sprinklers with ordinary-and intermediate-temperature classification. The high-temperature design curve corresponding to high temperature-rated sprinklers shall be used for sprinklers having a high-temperature rating. 1999 Edition · 1 C 465· 0 ~ Ql C. 0 372 ai 32 C 279 186 93 '[ (/) 0 tll ~ tll C .Ql (/) Ql 0 Curve Legend A -8-ft (2.44-m) aisles with 286°F {141°C) ceiling sprinklers and 165°F (74°C) in-rack sprinklers B -8-ft (2.44-m) aisles with 165°F {74°C} ceiling sprinklers and 165°F {74°C) in-rack sprinklers Curve Legend C-4-ft (1.22-m) aisles with 288°F (141 °C) ceiling sprinklers and 165°F {74°C) in-rack sprinklers 0-4-ft (1.22-m) aisles with 165°F (74°C) ceiling sprinklers and 165°F (74°C) in-rack sprinklers 7-4.2.2.1.3 For storage height up to and including 25 ft (7.6 m) protected with ceiling sprinklers only and for storage height up to and includtng 20 ft (6.1 m) protected with ceiling sprinklers and minimum required in-rack sprinklers, densities obtained from design curves shall be adjusted in accordance with Figure 7-4.2.2.1.3. 7-4.2.2.1.4 For storage height over 20 ft (6.1 m) up to and including 25 ft (7.6) protected with ceiling sprinklers and min- imum required in-rack sprinklers, densities obtained from design curves shall be used. Densities shall not be adjusted in accordance with Figure 7-4.2.2.1.3. 7-4.2.2.1.5 For storage height up to and including 20 ft (6.1 m) protected with ceiling sprinklers and with more than one level of in-rack sprinklers, but not in every ~er, densities obtained from design curves and adjusted in accordance with Figure 7-4.2.2.1.3 shall be permitted to be reduced an additional 20 percent, as indicated in Table 7-4.2.2.1.5. 7-4,2.2.1.6 For storage height over 20 ft (6.1 m) up to and including 25 ft (7.6 m) protected with ceiling sprinklers and with more than the minimum required level of in-rack sprin- klers, but not in every tier, densities obtained from design curves shall be permitted to be reduced 20 percent as indi- cated in Table 7-4.2.2.1.5. Densities shall not be adjusted in accordance with Figure 7-4.2.2.1.3 for storage height. 7-4.2.2.1.7 For storage height up to and including 20 ft (6.1 m) protected with ceiling sprinklers and in-rack sprinklers at each tier, densities obtained from design curves and adjusted in accor- dance with Figure 7-4.2.2.1.3 shall be permitted to be reduced an additional 40 percent, as indicated in Table 7-4,2.2.1.5, 7-4.2.2.1.8 For storage height over 20 ft (6.1 m) up to and including 25 ft (7.6 m) protected with ceiling sprinklers and in-rack sprinklers at each tier, densities obtained from design curves shall be permitted to be reduced 40 percent, as indi- cated in Table 7-4.2.2.1.5. Densities shall not be adjusted in accordance with Figure 7-4.2.2.1.3 for storage height. I , 4 I I I I I I I I I I I I I 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 I I 2001 CALIFORNIA FIRE CODE conditions, the chief is authorized to require additioµal fire protection as required for special hazards in Section 1001.9. Specifications forfire apparatus access roads shall be in accor- dance witb Section 902.2. 8102.6.2 Access doors. 8102.6.2.1 General. When building access is required by Table 81-A, fire department access doors shall be provided in accor- dance with Section 8f02.6.2. Access doors shall be accessible without the use of a ladder. 8102.6.2.2 Number of doors required. One or more access doors shall be provided in each_ 100 lineal feet (30 480 mm), or major fraction thereof, of the exterior walls which face required access roadways. . 8102.6.2~3 Door size and type. Access doors shall not be less than 3 feet (91-4 mm) in width and 6 feet 8 inches (2032 mm) in height. Rdll-up doors shall not be used unless approved. 8102.6.2.4 Locking devices. Only approved locking devices shall be used. 8102.7 Smoke and Heat Removat 8102.7.1 General. When smoke and heat removal are required by Table 81-A, smoke and heat vents shall be provided in accor- dance with Sect.ion 8W2.7. EXCEPTIONS: I. When the installation of smoke and heat vents is determined by the chief to be impractical, mechanical smoke-remov- al systems are allowed to be provided in accordance with UFC Stan- dll!d 81-3. 2. Frozen food storage classified as a Class I or Class II commodity is not required to be provided with smoke and heat vents or mechanical smoke removal when protected by an automatic sprinkler system. 8102. 7.2 Types of vents. Smoke and heatvents spall be approved and shall be labeled to indicate compliance with nationally recog- nized. standards. See Article 90, Standards f.1.2, i.2.1 and u.1.12. Smoke and heat vents shall be operated automatically by activa- tion of any one of the following: 1. An approved fixed-temperature heat-responsive device rated between 100 and 200 °F (56 and 111° C) above estimated ambient temperatures, 2. An approved rate-of-rise device, or 3. Approved heat-sensitive glazing designed to shrink and qrop out of the vent opening. The heat-responsive device shall be listed and labeled. Smoke and heat vents shall have the capability of being opened by an ap- proved manual operation. 8102.7.3 Vent dimensions. The effective venting area shall not be less than 16 square feet ( 1.49 m2) with no dimension less than 4 feet (1219 mm), excluding ribs or gutters having a total width not exceeding 6 inches (152.4 mm). 8102.7.4 Vent locations. Smoke and heat vents shall be Ioc_ated in accordance with Table 81-B. Vents shall .be located 20 feet (6096 mm) or more from lines of adjacent properties and 10 feet (3048 inm) or more from occupancy separation walls separating other high-piled storage areas. Vents shall be unifopnly located within the roof area above high-piled storage areas. 8102.8 Curtain Boards. 8102.8.1 General. When curtain boards are required by Table 81-A, curtain boards shall be provided in accordance with Sec- tion 8102.8. 8102.6.1 8103.2 8102.8.2 Construction. Curtain boards shall be constructed of sheet metal, lath and plaster, gypsum wallboard, or other approved materials which provide equivalent performance that will resist the passage of smoke. Joints and connections shall be smoke tight. 8102.8.3 Location and depth. The location and depth of curtain boards shall be in accordance with Table 8 I -B. 8102.9 Hose Stations and Hose Connections. 8102.9.1 Small hose stations. When small hose valves and sta- tions are required by Table 81-A, approved 11/2-inch (38.1 mm) hose valves shall be provided at approved locations. When re- quired by the chief, hose, nozzles, hose racks, and cabinets or cov- ers shall be provided. See UFC Standards 81-1 and 81-2. 8102.9.2 Fire department hose connections. When exit pas- sageways are required by the building code for egress, a Class I standpipe system shall be provided in accordance with the Build- ing Code. See UBC Standard NO TAG. 8102.10 Aisles.· 8102.10.1 General. Aisles providing access to exits and fire de- partment access doors shall be provided in high-piled storage areas exceeding 500 square feet ( 46.45 m2) in accordance with Section 8102.10. For aisles separating storage piles or racks, see also UFC Standards 81-1 and 81-2 and Article 88. EXCEPTION: Where aisles are precluded by rack storage sys- tems, alternate methods of access and protection are allowed when ap- proved. 8102.10.2 Width, 8102.10.2.1 General. Aisle width shall be in accordance with Section 8102.10.2. EXCEPTIONS: I. Cross aisles used only for employee access be- tween aisles shall be 24 inches (609.6 mm) or more in width. 2. Aisles separating shelves classified as shelf storage shall be 30 inches (762 mm) or more in width. 8102.10.2.2 Sprinlclered buildings. Aisles in sprinklered buildings shall be 44 inches ( 1117 .6 mm) or more in width. Aisles shall be 96 inches (2438.4 mm) or more in width in high-piled storage a}:eas exceeding 2,500 square feet (232.26 m2) in area and designated to contain high-hazard commodities. Aisles shall be 96 inches (2438.4 mm) or more in width in pub- lic accessible areas where mechanical stocking methods are used. 8102.10.2.3 Nonsprinklered buildings. Aisles in nonsprin- klered buildings shall be 96 inches (2438.4 mm) or more in width. 8102.10.3 Clear height. The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are al- lowed to cross aisles at a height 6 feet 8 inches (2032 mm) or more above the level of the finished floor, provided that such supports do not interfere with fire department hose stream trajectory. 8102.10.4 Dead ends. Dead end aisles shall be in accordance I with the Building Code. 8102.11 Portable Fire Extinguishers. Portable fire extinguish- ers shall be provided in accordance with UFC Standard 10-1. SECTION 8103 -SOLID-PILED AND SHELF STORAGE 8103.1 General. Shelf storage and storage in solid piles, solid piles on pallets and binbox storage in binboxes not exceeding 5 feet (1524'mm) in any dimension shall be in accordance with Sections 8102 and 8103. 8103.2 Fire Protection. 1-245