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HomeMy WebLinkAbout2819 LOKER AVE E; ; CB051839; PermitJ v\C\ (H~,~ City of Carlsbad , i~635 Faraday Av Carlsbad, CA 92008 07-05-2 ~ , C mmercial/lndustrial Permit Permit No: CB051839 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: Buildi Inspection Request Line (760) 602-2725 2819 LOKER AV EAST CBAD Tl Sub Type: 2090831600 Lot#: $56,000.00 Construction Type: Reference #: ACHUSHNETINSTALLSTORAGE RACKS COMM 0 NEW Owner: Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Plan Check#: ISSUED 05/24/2005 SB 07/05/2005 07/05/2005 IHAB RIAD CANOGA-RINCON LOKER INDUSTRIAL INC DEPT #207 PO BOX 67 91709 909-630-6557 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 $377.16 $0.00 $245.15 $0.00 $0.00 $11.76 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 PO BOX4900 SCOTTSDALE AZ 85261 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFD Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional 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 TOTAL PERMIT FEES $634.07 Total Fees: Inspector: $634.07 Total Payments To Date: $246.16 Balance Due: $387.91 ~~~:2~~ _ATTACHED 6~1\e-0 1895 07/05/05 0002 01 02 CGP 387-91 FINAL APP!OVAL Date: b-' -Z,,.t:16 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 '1ees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity ' changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which ou have reviousl been iven a NOTICE similar to this or as o which the statute of limitations has reviousl otherwise ex ired. J t.\i)l~ PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY /. PLAN CHECK NO.tJ)tb \'8)1 EST. VAL -~;S]_~~°b~1_0_~-=-0~.---c--z_'f /,;. / b : 1_/ ~pti.QJ]:cf l~fo~MAtioN ~i Address (include Bldg/Suite #) Legal Description Lot No. Subdivision Name/Number Unj,t,.Nq... r,r: .lhase No. Total# of units t-lY6:> ,j.;/ ~4/05 0002 01 02 Assessor's Parcel # Existing Use Proposed Use # of Bedrooms # of Bathrooms State/Zip Telephone# Fax# Name Address City State/Zip Telephone# 14~ ... 'r~139P!;.!'l.TY QWN!;~ . Name Address City S.tate/Zip Telephone# !~ .. :. {)Qfl!IBA'GTQR ~ CQl\!IPANY:!"JAi\iiJf'. (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 exempti~ny viol tion of Se tion 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more th~~ hundred dollars [$500]). '\~ ' ' ,-6:> . 'TG 'oLtA-1-5 /V H S4~ -c=-5 /~ ~ '1o/3/--s'-CJ '-;> Name Address City State/Zip elepho e # State License # -~--'-"-"--~~--License Class C..<p I /02, / C.<g t /1) 2 '-I City Business License # / 2 2 0 3,b 5- Designer Name Address City State/Zip Telephone tate License # _________ _ •!>, · · WQF!K!:RS~ -C9MPf;fil.$'All.ON ,, , y ',' Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 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. ~ I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's ~pmpensation ins~rance carrier and policy number are: , ···' Insurance Companvl''lt T.~(( Svn, 1 T<t-,,..-,c, l,v C.. Policy No. o/,t) '8:~ ( ') / { /~ Expiration Date 6-/c12 )<90<, (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($1 additio to the cost of compensation, damages as provided for in Section 3706 of t~aboj code, interest and attorney's fees. SIGNATURE ~ DATE .ltt LS~/ 0 !::>" 'i, .J>~ij;J!&.!iJ(pi;IJ'.PE.Q.t;8f!AIIQN _ . . .. -... . . . ' . I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for. the purpose of sale). 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). 0 I 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. 0 YES ONO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted _with the following person (firm) to provide the proposed construction (include name / address / phone number / 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 / address / phone number/ contractors license number): _____________________________________________ _ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): _______________________________________________________ _ PROPERTY OWNER SIGNATURE ______________________ _ DATE -----------; CQMP~~T,l;:Tl:II~ S!;iCT,ION FOR,' ivQi'V~R_ESIPENTIALl:!UltblNG. PERJV!IT$. 91\!!;Y Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES O 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. !iC&.QJ~$:ttt1.f¢''tioN:1.¥NPIN<.f~G:etili';Y~ > :: .. _ . . _ I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME _____________ _ LENDER'S ADDRESS ________________________ _ :!it, -. A'PP1'JCANT.<;:1;1Hlf!Q'AJ1.0r,J ·, · .· I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit\' of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and 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 t date of such ermit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced fo~f d Sect' 6.4 Uniform Building Code). APPLICANT'S SIGNATURE .,,,...--___,. ___-/4 DATE 5/2.1/o.S PINK: Finance City of Carlsbad Bldg Inspection Request For: 06/05/~006 Permit# CB051839 Title: ACHUSHNET INSTALL STORAGE Description: RACKS Type: Tl Job Address: Suite: Sub Type: COMM 2819 LOKER AV EAST Lot 0 Inspector Assignment: RB --- Phone: 760603517 4 Location: Inspector: OWNER CANOGA-RINCON LOKER INDUSTRIAL INC Owner: CANOGA-RINCON LOKER INDUSTRIAL INC Remarks: AM ----- Total Time: Requested By: NA Entered By: JANEAN CD Description 19 Final Structural 29 39 49 Final Plumbing Final Electrical Final Mechanical Comments/Notices/Hold I I Associated PCRs/CVs Original PC# PCR00045 ISSUED PCR01155 ISSUED PCR06003 ISSUED CHANGES TO EXITS; NON RATED CORRIDOR/ CHANGES TO EXERCISE ROOM DOS GRINGOS-REVISE OPENINGS@; FRONT OF MEZZANINE ACUSHNET BATHROOM PLAN REVS; PCR99120 EXPIRED REVISE SHAPE OF ROOF SCREENS; PCR99295 ISSUED ACUSHNET TITLEIST; COLUMN EXTENSIONS & GIRDS FOR WALL PANEL SUPPOR1 Inspection History Date Description 08/15/2005 14 Frame/Steel/Bolting/Welding 08/03/2005 14 Frame/Steel/Bolting/Welding 08/02/2005 21 Underground/Under Floor 08/02/2005 31 Undergro,und/Conduit-Wiring 07/25/2005 14 Frame/Steel/Bolting/Welding 07/21/2005 11 Ftg/Foundation/Piers 07/21/2005 14 Frame/Steel/Bolting/Welding Act lnsp PA RB PA RB NR RB NR RB PA RB WC RB PA RB Comments SIGNAGE & RACK OK EXCEPT @ RSTRM AREA. SEE JOB PLANS COMPLETED EXCEPT AS NOTED ON JOB PLANS & NOT SURE OF INSP. REQUEST PHASE 2 OKRB PHASE 1 OK SEE PLANS EsGil Corporation In <Partners nip witn government for <JJui{aing Safety DATE: 6/24/05 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 05-1839 PROJECT ADDRESS: 2819 E. Loker Ave. SET: II PROJECT NAME: Storage Racks for Acushnet Company D APPLICANT D~ D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. IZ] The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: \ 1:8:1 Esgil Corporation staff did not advi-se the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: T elephon #: Date contacted: (by: ) Mail Telephone Fax In Person i:gj REMARKS: 1. Fire Department approval is r: quired. 2. City to field verify that the path of travel from the handicapped parking spaces to e rack area and the bathrooms serving the rack area complies with all the current accessible equirements. 3. Please replace revised sheet 2 into the city I set.(at building department) ' '\ . ' By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC 6/21 trnsmtLdot 9320 Chesapeake Drive, Suite 208 + San Diego, <;alifomia 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In <Partnersliip wit Ii government for (]Jui{<fin9 Safety DATE: 6/7 /05 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 05-1839 PROJECT ADDRESS: 2819 E. Loker Ave. SET:I PROJECT NAME: Storage Racks for Acushnet Company a APPLICANT c,enDR]~ a PLAN REVIEWER a 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.identified below are resolved and checked by building department staff. 0 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. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. [Z] The applicant's copy of the check list has been sent to: lhab Riad P. 0. Box 67 Chino Hills, CA 91709 D Esgil Corporation staff did not advise the applicant that the p·lan check has been completed. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: lhab Riad Telephone#: (909)630-6557 Date contacted: 4(1/-o~(by;/..M) Fax #:qoq-~I'-/-I 5"'"t// Mail vTelephone ~ Fax In Person D REMARKS: By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC 5/26 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 05-1839 6/7/05 GENERAL PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PROJECT ADDRESS: 2819 E. Loker Ave. DATE PLAN RECEIVED BY ESGIL CORPORATION: 5/26 REVIEWED BY: David Yao FOREWORD (PLEASE READ): PLAN CHECK NO.: 05-1839 DATE REVIEW COMPLETED: 6/7/05 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. • To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. · • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? D Yes D No ', City of Carlsbad 05-1839 6/7/05 1. 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 expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete .. 2. Only the storage racks are included in this plan review 3. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24. 4. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 3-D and 3-E. 5. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. Show a path of travel from the handicapped parking space to the rack area and the bathrooms serving the rack area comply with all the current disabled access requirements. Title 24, Part 2. 6. Obtain Fire Department approval for groups F, Mand S occupancy storage per UBC Sections 306.8, 309.8 and 311.8. 7. Indicate the clearance from the new racks to the existing building walls and building columns. Recheck the "pallet" racks as follows: 8. Recheck all connections on sheet 1 as follows: a) The rivet bearing capacity is only dtFu = 0.406(0.0747)65 = 2 kips. b) Provide calculatio_ns for all beam to bracket weld capacities per Section 2330 (allowable weld stress is the member thickness times 26 ksi times 1.33, or the weld stress, whichever is lower). c) Check the bracket maximum weak axis moment. 9. Provide calculations for the column weak axis bending plus axial for transverse seismic loading. The axial load is the maximum compression load at the base from vertical plus • City of Carlsbad 05-1839 6/7/05 seismic overturning. The column moment will probably be maximum for the lateral load from the base plate to the first diagonal brace (not only to the first horizontal member). 10. Provide calculation to show the connection for the double columns is adequate. 11. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. City of Carlsbad 05-1839 6/7/05 I VALUATION AN_D PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao PLAN CHECK NO.: 05-1839 DATE: 6/7 /05 BUILDING ADDRESS: 2819 E. Loker Ave. BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE PORTION (Sq.Ft.) Multiplier Mod. storage racks per city - Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance :.., ·.j Plan Check Fee by Ordinance . "'. I Type of Review: 0 Complete Review D Structural Only D Repetitive Fee 3 Repeats Comments: D Other D Hourly I Hour * Esgil Plan Review Fee ($) 56,000 56,000 $368.161 $239.301 $206.171 Sheet 1 of 1 macvalue.doc r· I' ~ .. . ,· / PLANNING/ENCilNEERINC APPROVALS·-._-.--.. PERMIT NUMBER CB ADDRESS_2-_~_. {_&(_~_,, _Lf;_Jt-_er_ . ...,...fft_. ~~-~----- 11ESID9NTIAL RESIDENflAL _ADDITION MINOR f < $10,000.00) .,· P~ CAMINO REAL CARLSBAD COMPANY STORES VILLAG&' FAIRE COMPLETE OFFICE BUILDING OTHER ______________________ _ PLANNER ~ · DATE t; -24,-'-'C ENGINEER4~ Carlsbad Fire Department Plan Review Requirements Category: HI , HPCSTOR Date of Report: 06-17-2005 Reviewedby: __ 4_~-~- . Name: Address: RAYMOND HANDLING SOLUTIONS, INC . 10261 ·MATERN PL SANTA FE SPRINGS, CA 90670 ~ Permit#: US050033 Job Name: ACUSHNET COMP ANY Job Address: 2819 LOKER AV EAST CBAD IN-E0MPh&'FE--'Fhe,-,:i:tem-y0u:•have-subrnictecl,-foM'ev·iew•is--:i:n00mplet~AHhls-time,this-0:ffice•eann0t adeq1:1.atelyboondu0t~a-re-v-iew~t0--det-©FI1.Tin.e-00mplian0~with-th~applieable--e0cles-and/.0r-stancl:arEls-:-P.lease-re-v-iew carefu.U;yNa,l,l--00mments~attaeh€d..-J.?.leas~r.esR@mit--tl:J.~n€Gessar-y-pla:F1s-an0/.0r-speG-i.£i0ati0n.s;-Wi·tl:J...ehanges.!!&l0u0.ed.!.', t0..this.u0f.fiee .. f0r ... F0¥i-e-w-aFJ.@uapf)F0¥&1. Conditions: Cond: CON0000496 Fire approves of this plan with the changes noted in the Technical Report prepared by Daryl K. James & Associates, Inc. as submitted May 16, 2005. This approval is subject to field inspections and required tests, notations hereon, conditions in correspondesnce and conformance with applicable regulations. This approval shall not be held to permit or approve the violation of any law. Entry: 06/17/2005 By: GLR Action: AP 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 Firs Cods Resource ~ FIRE PROTECTION TECHNICAL OPINION & REPORT Acushnet Company 2819 Loker Avenue East Carlsbad, CA 92008 205 Co/Ina Terrace vista. CA 92084 r (7€7' 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 May 16, 2005 Carlsbad Fire Department 1635 Faraday Avenue Carlsbad, CA 92008 Re: High-Piled Combustible Fire Protection Technical Opinion & Report Acushnet Company 2819 Loker A venue East Carlsbad, ca 92008 I OVERVIEW Daryl K. James & Associates, Inc. will demonstrate, through code references, that the proposed addition to an existing high hazard commodity rack storage system, the removal of existing rack sprinklers and the replacement of ELO heads with ESFR sprinklers, construction and egress will be in full compliance with the 2001 editions of the California Building Code, California Fire Code and National Fire Protection Standards as they relate to the described use and occupancy. 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 Compliance with California Code requirements is based on data provided to Daryl K. James & Associates, Inc. by the following contacts: Bryan Lamb Acushnet Company 760-804-6520 Dan Amato West Coast Fire Protection 7 60-7 54-84 72 Lee Palin Raymond Handling Systems 858-583-2259 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 Acushnet Company Page 2 of 8 III SCOPE . This report is specific to the minimum requirements for the expansion and restructuring of an existing rack storage system and staging area containing golf club components and operating supplies containing a high-hazard commodity. Existing adjacent area operations have been previously approved under permit number CB99-3651dated I 0-22-99. Conditions other than storage arrays addressed or described herein are outside the scope of this report. Discrepancies between the information presented herein and actual conditions presented in this report are the sole responsibility of Acushnet Company. Verification of compliance with requirements and provisions addressed herein rests with the authority having jurisdiction and is outside the scope of this report. IV PURPOSE OF REPORT ~ Identify and develop methods of protection from hazards presented by the rack storage of golf components containing a high-hazard commodity and a palletized storage area. ~ Present a design analysis relative to the acceptance of technologies, processes, products, facilities, materials and uses attending the design, operation or use of the building. V REPORT ELEMENTS ~ Provide a commodity analysis, detail methods of storage 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 maintain control of storage of high-hazard commodities. ~ Outline storage maintenance safety guidelines and general safety procedures for occupant safety and building protection. ~ Evaluate proposed conditions and offer an opm10n relative to fire and life safety conditions attending the design of the building and the uses within. VI CODE ANALYSIS/TECHNICAL REFERENCES The purpose of the code analysis is to provide the Acushnet Company rack storage design team with technical information and references applicable to both the design and maintenance of high- piled combustible storage conditions. Final details for submittal of rack storage system will be based on the information provided in this report. The following applicable codes and standards will be used for this evaluation: 2001 California Building Code (CBC) and Handbook 2001 California Fire Code (CFC) and Code Applications Manual 1999 National Fire Protection Association Standard 13 Automatic Sprinkler Systems Handbook, Eight Edition Manufacturer's Specifications for ESFR Sprinklers 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 Acushnet Company Page 3 of 8 VII BUILDING DATA/OCCUPANCY CLASSIFICATION Type of Construction: V-N Total Aggregate Building Area: 149,710 ft2 Stories: One story with mezzanine Existing Building Occupancy Groups: Group B (office) F-1 (assembly) S-1 (rack storage) Occupancy Group Detailed in this Report: S-1 (Storage Warehouse) Existing Sprinkler Head: ELO .65 ¾" 286°F pendent style head. Existing calculation: .6/2500 with 500 GPM hose demand, 1605.5 GPM 82.9 PSI required 0 s ccupancy eparatwn R t. equiremen s as per CBC Table 3-B B F-1 S-1 B N N N F-1 N N N S-1 N N N In accordance with CBC Table 3-B, occupancy separations between the Group B, F-1 and S-1 Occupancies are not required. (Technical Reference #1) VIII MISCELLANEOUS STORAGE ARRAY (STAGING AREA) Existing Area: 4,070 ft2 Additional Area: 1,458 ft2 Proposed: 5,528 ft2 Fire Protection Design Criteria as per NFPA 13 Table 7-2.3.2.2 Golf Club components and operating supplies containing plastic (Palletized Group A Plastics) Height Up to 5 ft. Max. Building Ht. No limit Storage Array Cartoned/Solid Required Protection OH-2 Nylon head covers, a Group B Plastic (Palletized Class IV Commodity) Height Storage Array Required Protection Up to 12 ft Palletized OH-2 Miscellaneous pallet storage will be protected by the existing .6/2500 hydraulically designed system equipped with ELO .65 ¾" 286°F pendent style head (EH-2) (Technical Reference 2) VIX HIGH-PILED COMBUSTIBLE RACK STORAGE Existing Area: 18,450 ft2 Additional Area: 4,210 ft2 Proposed: 22,660 ft2 Commodity Stainless steel & titanium golf club heads, graphite golf club shafts & misc. operating supplies not containing plastics: Class I-IV 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 Acushnet Company Page 4 of 8 Rubber grips, acrylic head covers, plastic club ferrules & misc. operating supplies containing plastic: High-Piled Storage, as defined by CFC Article 2, Section 209-H Group A Plastics Golf club components, containing a high-hazard commodity, will be stored on racks greater than 6 ft.; therefore, high-piled combustible storage conditions detailing California Fire Code, Article 81 are addressed in the following sections of this report. Storage Array Standard Racks: Multi-row Racks: Storage Height: Commodity Class: Ceiling Height: Aisle Width: Rack Storage Area: Single, Double Row & Flow Pushback & Moveable (Sec 7-4.1.9) Up to 25 ft High-Hazard 30 ft. 81611 22,660 ft2 X CFC ARTICLE 81 GENERAL FIRE AND LIFE SAFETY REQUIREMENTS Extent & Type of Protection When portions of high-piled storage areas have different fire-protection requirements due to commodity, the requirements of Table 81-A within this area shall be based on the most restrictive design requirements. 8102.2. Storage will be in accordance with the requirements of CFC Article 81, Table 81-A for high-hazard commodities. Storage and Special Hazard Sprinkler Options The ESFR-1 and ESFR-17 sprinkler head are Early Suppression Fast Response Sprinklers both UL & FM approved for high hazard storage occupancies. They are suppression mode sprinklers that are especially advantageous as a means of eliminating in-rack sprinklers, when protecting rack storage. Manufacturer's Specific Application Guidelines for the ESFR-1 Sprinkler Head Approvals: Underwriter's Laboratory & Factory Mutual by full-scale fire testing. Commodity: Most encapsulated and non-encapsulated Class I-IV and cartoned unexpanded plastics. Maximum Storage Height: 35'-0" Max. Ceiling Height in Area of Storage: 40' Clearance: 36" from deflector to top of storage Sprinkler Data: Pendent K-Factor = 14.0 Minimum Flow Pressure: 50 psi 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 Acushnet Company Page 5 of 8 Temperature Rating: 165° For 214° F Max. Coverage Area: 100 ft2 Min. Coverage Area: 80 ft2 per NFP A 13 and 64 ft2 per FM 2-2 Spacing Criteria: 12' max. . Minimum Spacing: 8' Max.Ceiling Slope: 2 inch rise for 12 inch run Manufacturer's Specific Application Guidelines/or the ESFR-17 Sprinkler Head Approvals: Underwriter's Laboratory & Factory Mutual by full-scale fire testing. Commodity: Most ·encapsulated and non-encapsulated Class I-IV and cartoned unexpanded plastics. Maximum Storage Height: 35'-0" Clearance: 36" from deflector to top of storage Sprinkler Data: Pendent K-Factor = 16.8* Temperature Rating: 165° For 214° F Max. Ceiling Height in Area of Storage: 40' Minimum Flow Pressure: 35 psi Max. Coverage Area: 100 ft2 Min. Coverage Area: 80 ft2 per NFP A 13 and 64 ft2 per FM 2-2 Spacing Criteria: 12' max. Minimum Spacing: 8' Ceiling Slope: 2 inch rise for 12 inch run Separation From Other Types of Sprinklers: Curtain boards provided *The ESFR-17 provides the system designer with hydraulic options not presently available to traditional ESFR sprinklers having a nominal K-Factor of 14.0. In particular, the Model ESFR-17 has been designed to operate at substantially lower end head pressures, as compared to ESFR sprinklers having a nominal K-factor of 14.0. This feature offers flexibility when sizing the system piping, as well as possibly reducing or eliminating the need for a system fire pump. Flue Space Double Row Multi Row Transverse: 3" (random variations) Transverse: 6" Longitudinal: 6" Longitudinal: not allowed with ESFR XI ADDITIONAL CFC ARTICLE 81 REQUIREMENTS Access Doors: One or more access doors shall be provided in each 100 lineal feet of exterior walls, which face required access roadways. Small Hose and Stations: Approved 1 ½-inch hose valves shall be provided at approved locations. Hose stream and water supply duration shall be 500 gpm (total combined inside and outside) for 120 minutes. 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 Acushnet Company Page 6 of 8 Aisles Widths: Aisle widths in high-piled storage area will be maintained at >/=8 ft. m accordance with CFC Section 8102.10.2. Clear Height: Aisle width shall extend :from floor to ceiling. Structural 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 there are no dead ends in hallways and corridors more than 20 feet in length. Fire Extinguishers: Minimum 2A:30BC rating will be provided within every 30 feet of foot travel. Smoke & Heat Removal Smoke and heat vents shall be of an approved type and shall be labeled. Smoke and heat vents shall be operated automatically by activation of any one of the following: 1 . An approved fixed temperature heat-responsive device rated between 100° and 200° F above estimated ambient temperatures. 2. An approved rate-of-rise device, or 3. Approved heat-sensitive glazing designed to shrink and drop out of the vent opening. The heat responsive device shall be listed and labeled. Smoke and heat vents shall have the ability of being opened by an approved manual operation. Vent area shalJ not be less than 16 sq. ft. with no dimension less than 4 ft. excluding ribs or gutters having a total width not exceeding 6 inches. Smoke and heat vents shall be located in accordance with Table 81-B. Vents shall be located 20 ft. or more from lines of adjacent properties and 10 ft. or more from occupancy separation walls separating other high-piled storage areas. Vents shall be uniformly located within the roof area above the high-piled storage areas. High Hazard Commodity, Storage Height up to 25 ft. Vent area to floor area ratio: 1 :40 Maximum spacing of vent centers: 90' Maximum distance to vents from walls 45' (Technical Reference 3) XII EGRESS SYSTEMS The Acushnet Company design team has indicated that they will comply with applicable code requirements for egress. The basic layout of the building shall be in conformance with exiting and egress requirements of Article 10 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 will be provided. Exit Doors • Openable without the use of a key or special knowledge. • Maintained accessible and :free from obstructions at all times. 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 Acushnet Company Page 7 of 8 Minimum Number A minimum of 1 exit is required for the following: • B Occupancy: <30 (occup. load calculated at 100 ft2/person) • F-1 Occupancy: <30 (occup. load calculated at 200 ft2/person • S-1 Occupancy: <30 ( occup. load calculated at 500 ft2/person exclusive of rack area) Exit Paths • Illuminated whenever building is occupied. • >/=1 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 • Normal 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 • B Occupancy: </=250 ft. • F-1 Occupancy: </=300 ft. • S-1 Occupancy: </=300 ft. XIII GENERAL SAFETY PROCEDURES };> Storage commodity, height and aisle widths will be maintained in accordance with the tenns of this report. Any change to operations 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 DARYL K. JAMES & ASSOCIATES, INC. -A Fire Code Resource Acushnet Company Page 8 of 8 XIV 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 the proposed storage system 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 may arise, and will be awaiting your response. Thank you. e:tE::::::d FPO III/Fire Marshal (RET) President/Chief Consulting Officer I , ' ' I I I I I I I I I I I I 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 2001 CALIFORNIA BUILDING CODE TABLE 3-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 building 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.l A building or portion 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 purposes and not classed as a Group E or Group B Occupancy. A-3 Any building or portion of a building having an assembly room with an occupant load of less than 300 without a legitimate stage, 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 structures not included within other Group A Occupancies. B 304.1 A building or structure, or a portion thereof, for 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 any one day. E-2 305.1 Any building used for educational purposes through the 12th grade by less 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 Occup~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 quantity of material in the building in excess of those listed in Table 3-D that present a moderate explosion hazard or a hazard from accelerated burning as listed in Section 307.1.1. H-3 307.1 Occupancies with a quantity of material in the building in excess of those listed in Table 3-D that present a high fire or physical hazard as listed in Section 307.1.1. H-4 Repair garages not classified as Group S, Division 3 Occupancies. H-5 Aircraft repair 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 used, 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 Occupancies having quantities of materials in excess of those !isled in Table 3-E 1hat 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 1han five children), hospitals, sanitariums, nursing homes with nonambulatory patients and similar buildings (each accommodating more than five patients [for SFMJ six patients or children). 1-1.2 Health-care centers for ambulatory patients receiving outpatient medical care which may render the patienl 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 SFMJ 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 Residential care facilities for the elderly (each accommodating more than six nonambu/atory 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 elderly (each accommodating six or less nonambulatory clients). R-2.2.1 Residential care facilities for the elderly (each accommodating 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 providing hospice care throughout, 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 combuslible materials not classified as Group S, Division 2 or Group H Occupancies. S-2 Low-hazard storage occupancies including buildings or portions of buildings used for storage of noncombuslible materials. S-3 311.l 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 Private garages, carports, sheds and agricultural buildings. 312.1 U-2 Fences over 6 feet (1829 mm) high, tanks and towers. 1 For detailed descriptions, see the occupancy definitions in the noted sections. 1-40.3 HII C A C A C A C i II I TABLE 3-B TABLE 3-C 2001 CALIFORNIA BUILDING CODE I C A I C A C A C A C A I ~• C A xi C A I u A C A I C A C A C A C I ~. A C A C A C I A C A C A C A C I A C A TABLE 3-B-REQUIRED SEPARATION IN BUILDINGS OF MIXED OCCUPANCY1 (HOURS) A-1 A-2 A-2.1 A-3 A-4 B E 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 1 1 1 1 A-2.1 N N 1 N 1 1 4 4 4 4 2 3 1 1 I 1 A-3 N N N N N 4 4 4 3 1 2 N 1 1 N A-4 1 N 1 1 4 4 4 4 1 3 1 I 1 1 B 1 N~ N 2 1 1 1 1 2 N l. 1 N E 1 1 4 4 4 3 2 1 1 1 1 1 F-1 1 2 1 1 1 1 3 N5 1 1 N F-2 2 1 1 1 I 2 1 I I N H-1 NOT PERMITTED IN MIXED OCCUPANCIES. SEE SECTION 307.2.8 H-2 I I 2 2 4 2 4 4 2 H-3 1 1 I 4 I 3 3 1 H-4,5 I I 4 I 3 3 1 H·S,72 I 4 1 4 4 1 I 2 2 1 1 2 M 1 1 1 14 R-1 4 N 3 R-3 4 1 S-1 1 S-2 1 S-3 1 5-4 OPEN PARKING GARAGES AREEXCLUDED EXCEPT AS PROVIDED IN SECTION 311.2 S-5 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 agriculturl!l buildings, see also Appendix Chapter 3. 4See Section 309.2.2 for exception. 1 S-2 S-3· 3 4 1 3 1 3 N 3 1 3 N 1 1 3 N 1 N I 2 2 I I I 1 1 I 2 4 14 1 1 3 1 1 1 1 1 •. I 5For Group F, Division 1 woodworking establishments with more than 2,500 square feet (232.3 m2), the occupancy separation shall be one hour. I I I I I I I I TABLE 3-C-REQUIRED SEPARATION OF SPECIFIC-USE AREAS IN GROUP I, DIVISION 1.1 HOSPITAL AND NURSING HOMES DESCRIPTION ]. Employee locker rooms 2. Gift/retail shops 3. Handicraft shops 4. Kitchens 5. Laboratories that employ hazardous materials in quantities less than that which would cause classification as a Group H Occupancy 6. Laundries greater than 100 square feet (9.3 m2)1 7. Paint shops employing hazardous substances and materials in quantities less than that which would cause classification as a Group H Occupancy 8. Physical plant maintenance shop 9. Soiled linen room 1 IO. Storage rooms 100 square feet (9.3 m2) or less in area storing combustible material 1]. Storage rooms more than 100 square feet (9.3 m2) storing combustible material 12. Trash-collection rooms! I 1 For rubbish and linen chute termination rooms, see Section 711.5. 1-40.4 OCCUPANCY SEPARATION None None None None One hour One hour One hour One hour One hour None One hour One hour S-5 U-13 3 1 1 I I I 1 1 1 1 1 1 I I I I 1 1 2 1 I I 1 I 1 3 3 1 1 1 1 1 1 1 1 1 1 N 1 1 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 13-14 INSTALLATION OF SPRINKLER SYSTEMS I Table 1-7 SI Units and Conversion Factors Name of Unit liter millimeter per minute cubic decimeter pascal bar bar Unit Symbol L mm/min dm3 Pa bar bar Conversion Factor 1 gal= 3.785 L 1 gpm/ft2=40.746mm/min = 40.746 (L/min)/m2 1 gal= 3.785 dm3 I psi= 6894.757 Pa I psi= 0.0689 bar 1 bar= 105 Pa For additional conversions and information, see ASTM SI 10, Standard for Use of I he International System of Units ( SI): The Modern Metric System. 1-7.1 If a value for measurement as given in this standard is followed by an equivalent value in other units, the first stated is to be regarded as the requirement. A given equivalent value might be approximate. 1-7.2 The conversion procedure for the SI units has been to multiply the quantity by the conversion factor and then round the result to the appropriate number of significant digits. Chapter 2 Classification of Occupancies and Commodities 2-1 * Classification of Occupancies. Occupancy classifications for this standard shall relate to sprinkler design, installation, and water supply requirements only. They shall not be intended to be a general classification of occupancy hazards. 2-1.1 * Light Hazard Occupancies. Light hazard occupancies shall be occupancies or portions of other occupancies where the quantity and/or combustibility of contents is low and fires with relatively low rares of heat release are expected. 2-1.2 Ordinary Hazard Occupancies. 2-1.2.1 * Ordinary Hazard (Group 1). Ordinary hazard ( Group 1) occupancies shall be occupancies or portions of other occupancies where combustibility is low, quantity of combustibles is moderate, stockpiles of combustibles do not exceed 8 ft (2.4 m), and fires with moderate rates of heat release are expected. 2-1.2.2* Ordinary Hazard (Group 2). Ordinary hazard (Group 2) occupancies shall be occupancies or portions of· other occupancies where the quantity and combustibility of contents is moderate to high, stockpiles do not exceed 12 ft (3.7 m), and fires with moderate to high rates of heat release are expected. 2-1.3 Extr~ Hazard Occupancies. 2-1.3.1 * Extra Hazard (Group 1). Extra hazard (Group 1) occupancies shall be occupancies or portions of other occu- pancies where the quantity and combustibility of contents is very high and dust, lint, or other materials are present, intro- ducing the probability of rapidly developing fires with high rates of heat release but with little or no combustible or flam- mable liquids. 1999 Edition 2-1.3.2* Extra Hazard (Group 2),, Extra hazard (Group 2) occupancies.shall includ~ occup,wcies with moderate to sub- stantial amounts of flammable or combustible liquids or occu- pancies where shielding of combustibles is extensive. "" .1 •• : 2-1.4* Special Occupancy Hazards. 2-2*t Commodity Classification. 2-2.1 General. 2-2.1.1 * Classification of Commodities. Commodity classifi- cation and the corresponding protection requirements shall be determined based on the makeup of individual storage units (i.e., unit load, pallet load). 2-2.1.2 Mixed Commodities. Protection requirements shall not be based on the overall commodity mix in a fire area. Mixed commodity storage shall be protected by the require- ments for the highest classified commodity and storage arrangement. Exception No. 1: Up to 10 pallet loads of a higher hazard comm~dity, as described in 2-2.3 and 2-2. 4, shall be permitted to be present in an area not exceeding 40,000 ft ( 3 716 m2 ). The higher hazard commod- ity shall be randomly dispersed with no adjacent loads in any direction ( including diagonally). If the ceiling protection is based on Class I or Class II commodities, then the allowabl.e number of pall.et loads for Class IV or Group A plastics shall be reduced to five. Exception No. 2: The higher hazard material shall be permitted to be · confined to a designated area and pmperly protected for that area. 2-2.2 Pallet Types. When loads are palletized, the use of wooden or metal pallets shall be assumed in the classifica- tion of commodities. When plastic pallets are used, the clas- sification of the commodity unit shall be increased one class (i.e., Class III will become Class IV and Class IV will become Group A plastics). No increase shall be required for Group A plastic commodity. Exception: When specific test data is available, the data shall take pre- cedence in determining classification of commodities. 2-2.3* Commodity Classes. 2-2.3.1 * Class I. A Class I commodity shall be defined as a noncombustible product that meets one of the following criteria: (1) Placed directly on wooden pallets (2) Placed in single layer corrugated cartons, with or with- out single-thickness cardboard dividers, with or without pallets (3) Shrink-wrapped or paper-wrapped as a unit load with or without pallets 2-2.3.2* Class II. A Class II commodity shall be defined as a noncombustible product that is in slatted wooden crates, solid wood boxes, multiple-layered corrugated cartons, or equiva- lent combustible packaging material, with or without pallets. 2-2.3.3* Class III. A Class III commodity shall be defined as a product fashioned from wood, paper, natural fibers, or Group C plastics with or without cartons, boxes, or crates and with or without pallets. Such a product shall be permitted to contain a limited amount (5 percent by weight or volume) of Group A or Group B plastics. 2-2.3.4* Class IV. A Class IV commodity shall be defined as a product, with or without pallets, that meets one of the follow- ing criteria: ;: "• 'C 'r'f '' ,,. ' I r I I:' I f I I I I I I I I I I I b SYSTEM COMPONENTS AND HARDWARE 13-15 (]) Constructed partially or totally of Group B plastics. (2) Consists of free-flowing Group A plastic materials. (3) Contains within itself or its packaging an appreciable amount (5 percent to 15 percent by weight or 5 percent to 25 percent by volume) of Group A plastics. The remaining materials shall pe permitted to be metal, wood, paper, natural or synthetic fibers, or Group B or Group C plastics. 2-2.4* Classification of Plastics, Elastomers, and Rub- ber. Plastics, elastomers, and rubber shall be classified as Group A, Group B, or Group C. 2-2.4.1 * Group A. The following materials shall be classified as Group A: ABS (acrylonitrile-butadiene-styrene copolymer) Acetal (polyformaldehyde) Acrylic (polymethyl methacrylate) Butyl rubber EPDM (ethylene-propylene rubber) FRP (fiberglass-reinforced polyester) Natural rubber (if expanded) Nitrile rubber (acrylonitrile-butadiene rubber) PET (thermoplastic polyester) Polybutadiene Polycarbonate Polyester elastomer Polyethylene Polypropylene Polystyrene Polyurethane PVC (polyvinyl chloride -highly plasticized, with plasti- cizer content greater than 20 percent) (rarely found) SA.t'\l (styrene acrylonitrile) SBR (styrene-butadiene rubber) 2-2.4.2 Group B. The following materials shall be classified as Group B: Cellulosics (cellulose acetate, cellulose acetate butyrate, ethyl cellulose) Chloroprene rubber Fluoroplastics (ECTFE -ethylene-chlorotrifluoro-ethyl- ene copolymer; ETFE -ethylene-tetrafluoroethylene-copoly- mer; FEP -fluorinated ethylene-propylene copolymer) Natural rubber (not expanded) Nylon (nylon 6, nylon 6/6) Silicone rubber 2-2.4.3 Group C. The following materials shall be classified as Group C: Fluoroplastics (PCTFE -polychlorotrifluoroethylene; PTFE -polytetrafluoroethylene) Melamine (melamine formaldehyde) Phenolic PVC (polyvinyl chloride -flexible -PVCs with plasticizer content up to 20 percent) PVDC (polyvinylidene chloride) PVDF (polyvinylidene fluoride) PVF (polyvinyl fluoride) Urea (urea formaldehyde) 2-2.5* Classification of Rolled Paper Storage. For the pur- poses of this standard, the following classifications of paper shall apply. These classifications shall be used to determine the sprinkler system design criteria. 2-2.5.1 Heavyweight Class. Heavyweight class shall include paperboard and paper stock having a basis weight [weight per 1000ft2 (92.9 m2)] of20 lb (9.1 kg). 2-2.5.2 Mediumweight Class. Mediumweight class shall include all the broad range of papers having a basis weight [weight per 1000 ft2 (92.9 m2)] ofl0 lb to 20 lb (4.5 kg to 9.1 kg). 2-2.5.:3 Lightweight Class. Lightweight class shall include all papers having a basis weight [ weight per 1000 ft2 (92.9 m2)] of 10 lb (4.5 kg). 2-2.5.4 Tissue. Tissue shall include the broad range of papers of characteristic gauzy texture, which, in some cases, are fairly transparent. For the purposes of this standard, tissue shall be defined as the soft, absorbent type, regardless of basis weight -specifically, crepe wadding and the sanitary class including facial tissue, paper napkins, bathroom tissue, and toweling. Chapter 3 System Components and Hardware 3-1 General. This chapter provides requirements for correct use of sprinkler system components. 3-1.1 * All materials and devices essential to successful system operation shall be listed. Exception No. 1: Equipment as permitted in Tabfe 3-3.1, Tabfe 3-5.1, and the Exceptions to 6-1.1 and 6-1.1.1 shall not be required to be listed. Exception No. 2: Components that do not affect system performance such as drain piping, drain valves, and signs shall not be required to be listed. The use of reconditioned valves and devices other than sprin- kfers as re-placement equipment in existing systems shall be permitted. 3-1.2 System components shall be rated for the maximum sys- tem working pressure to which they are exposed but shall not be rated at less than 175 psi (12.1 bar). 3-2 Sprinklers. 3-2.1 Only new sprinklers shall be installed. 3-2.2* Sprinkler Identification. All sprinklers shall be perma- nently marked with a one-or two-character manufacturer sym- bol, followed by up to four numbers, so as to identify a unique model of sprinkler for every change in orifice size or shape, deflector characteristic, and thermal sensitivity. This rule shall become effective onJanuary 1, 2001. 3-2.3 Sprinkler Discharge Characteristics. 3-2.3.1 * The K-factor, relative discharge, and marking identi- fication for sprinklers having different orifice sizes shall be in accordance with Table 3-2.3.1. Exception No. 1: Listed sprinklers having pipe threads different from those shown in Tabfe 3-2.3.1 shall be permitted. Exception No. 2: Sprinkfers listed with nominal Kjactors greater than 28 shall increase the flow by 1 00 percent increments when compared with a nominal K-5. 6 sprinkfer. 1999 Edition POOR QUALITY ORIGINAL S I I I I I I I I I I I I I I I I I I I 13-84 INSTALLATION OF SPRINKLER SYSTEMS Table 7-2.3.2.2 Discharge Criteria for Miscellaneous Storage and Storage 12 ft (3.7 m) or Less in Height,1 Commodity Classes I through IV Commodity Classification II up to 8 ft (2.4 m) II m·er8 ft (2.4 m) up LO 12 ft (3.6 m) III f\' up to 10 ft (3 m) I\' ol'cr IO ft (3 m) to 12 ft (3.6 m) Group A Plastics Stored on Racks Storage Height l'pto5ft Over 5 ft to l O ft Over 5 ft to l O ft Over IO ft t0 12 ft Over 10 ft to 12 ft Maximum Building Height No limit 15 ft 20 ft 17 ft No limit Palletized and Bin Box OH-1 OH-1 OH-2 OH-2 OH-2 OH-2 Cartoned Solid Expanded OH-2 OH-2 EH-1 EH-1 EH-2 EH-2 EH-22 OH-2 +l level in-rack5 EH-22 OH-2 + 1 level in-rack5 Group A Plastics Solid Piled, Palletized, Bin-Box, or Shelf Storage, Storage Maximum Height Building Height L'p to 5 ft No lim,it Over 5 ft to 10 ft 15 ft Over 5 ft to 10 ft 20 ft Over 5 ft to 8 ft No limit OYer 10 ft to 12 ft 17 ft Over I U ft to 12 ft 27 ft Miscellaneous Tire Storage3 Piling Methods On floor,. on side On floor, on tread or on side Single, double, or multirow racks on u-ead or on side Single ro\\' rack, portable, on tread or on side Single row rack, fixed, on tread or on side 1999 Edition Solid OH-2 EH-1 EH-2 EH-2 EH-2 Cartoned Expanded OH-2 EH-1 EH-2 EH-2 EH-2 Height of Storage 5 ft to 12 ft To 5 ft To 5 ft 5 ft to 12 ft 5 ft to 12 fl Rack OH-1 OH-1 OH-2 OH-2 OH-2 EH-1 Exposed Solid Expanded OH-2 OH-2 EH-2 EH-2 EH-2 OH-2 EH-22 OH-2 +l level in-rack5 + 1 level in-rack5 EH-22 OH-2 +l level in-rack5 Exposed Solid OH-2 EH-2 EH-2 EH-2 Expanded OH-2 EH-2 EH-2 EH-2 Occupancy Group EH-1 OH-2 OH-2 EH-1 ,,.'-; ·1~:· \ '{;, ~z· EH-1 or OH-2 plus one level of in-rack .:f sprinklers ' ! -< ', I .. .. I I I I I I I I I I I I I I I I I I TECHNICAL REFERENCE #3 I I I B B B I B B B B B B B I B B B B B I I I B I B B B B I B B I B 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 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. 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 or 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 powders used in firearms and small anns ammunition as propelling charges. SECTION 209 -H HANDLING is the deliberate movement of material by any means to a point of storage or use. HAZARDOUS CHEMICAL REACTION is a reaction which generates pressure or byproducts whlch could cause injury, illness or harm to humans, domestic animals, livestock or wildlife. HAZARDOUS FIRE AREA is land whlch 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 resultrng 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 hazards as defined and classified in Article 80 whether the materials are in 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, flammability or reac- tivity of Class 3 or 4 as ranked by UFC Standard 79-3 and which is used directly in research, laboratory or production processes which have as their 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 outside 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 study conducted in accordance with established scientific prin- ciples that acute or chronic health effects could occur in exposed persons. Health hazards include chemicals whlch 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 is 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 TOXIC MATERIAL is a material which produces a lethal dose or lethal concentration which falls within any of the following categories: 1. A chemical 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 liter 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 whlch 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 less 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 ( I 829 mm) in height. HIGHWAY is a public street or public road. HOGGED MATERIAL is a mixture of bark, chips, dust or other 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 1 2001 CALIFORNIA FIRE CODE TABLE 81-A TABLE 81-B TABLE 81-A-GENERAL FIRE-PROTECTION AND LIFE-SAFETY REQUIREMENTS SOLID-PILED STORAGE, SHELF STOR- ALL STORAGE AREAS (See Sections 8102, 8103 and 8104)2 AGE AND PALLETIZED STORAGE (Sec Section 8103.3) SIZE OF HIGH-PILED Maximum STORAGE AREA 1 (square Automatic Maximum Permissible Maximum feet) (See Sections 8102.2 Fire .. cxtin~ Fire-deice-Building Ac-Smoke and Curtain Small Hose Pile Dimcn-Storage Pile Volume COM-and 8102.4) guishing Sys-!ion System cess (See Heat Rcmov .. Boards (See Valves and sion3 (feet) Height4 (feet) (cubic feet) MODITY tern (Sec Sec-(See Section Section al (See Sec-Section Stations (See x 0.0283 for m3 CLASS x 0.0929 for m2 tion 8102.4) 8102.5) 8102.6) tion 8102.7) 8102.8) Section 8102.9) x3048 for mm I-IV 0-500 NR1 NR NR5 NR NR6 NR NR NR NR 501-2,500 NR1 Yes NR5 NR NR6 NR 100 40 100,0Q0 2,501-12,000 Yes NR NR5 NR NR6 NR JOO 40 400,000 Public accessible 2,501-12,000 Yes NR NR5 NR NR6 NR JOO 40 400,000 Nonpublic accessible (Option I) 2.50 I -I 2,000 NR1 Yes Yes Yes Yes Yes JOO 307 200,000 Nonpublic accessible (Option 2) I 2.001-20,000 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 NR1 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 I) 501-2,500 NR1 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 75,000 300,001-500,0008-9 Yes NR Yes Yes NR6 Yes 50 30 75,000 NR = Not required. 1 When fire sprinklers are required for reasons other than 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 Anicles 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, Option 1 shall be used. 8Special 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 areas shall not 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 (46451.5 m2) in area. COMMODITY CLASSIFI- CATION I-IV (Option I) I-IV (Option 2) High hazard (Option I) High hazard (Option 2) TABLE 81-B-REQUIREMENTS FOR CURTAIN BOARDS AND SMOKE VENTING1 (See Sections 8102.7.4 and 8102.8.3) MAXIMUM AREA MAXIMUM SPAC- DESIGNATED FORMED BY CURTAIN ING OF VENT STORAGE HEIGHT CURTAIN BOARD BOARDS2 CENTERS (feet) DEPTH (feet) (square feet) VENT AREA TO (feet) FLOOR AREA RA- MAXIMUM DISTANCE TO VENTS FROM WALL OR CURTAIN BOARDS3 (feet) x 3048 for mm x 0.0929 for m2 TIO x3048 for mm 20 or less 6 10,000 1:100 100 60 over 20-40 6 8,000 1:75 100 55 20 or less 4 3,000 1:75 100 55 over 20-40 4 3,000 1:50 100 50 20 or less 6 6,000 1:50 100 50 over 20-30 6 6,000 1;40 90 45 20 or less 4 4,000 1:50 100 50 over 20-30 4 2,000 1:30 75 40 1 For rack 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 I I I I I I FIGURE 8101.4-A 8102 -8102.6.1 ro () ~ ro a: 'O QJ 'O C: ro C. X UJ 0 QJ E :::, ~ >, .0 'E QJ ~ QJ a.. 30 25 20 15 10 5 0 0 Classify as high-hazarc commodity Classif\ras Class I commodity Classify as Class I, II orlll commodity 5 10 15 20 Percent by Weight of Unexpanded Plastic4 FIGURE 8101.4-A-MIXED COMMODITIES1,2 (See Section 8101.4.3) 25 2001 CALIFORNIA FIRE CODE 9 "U co 0 co 6 ;:?. C' '< ~ co· ~ S?, m X 'O 3 lll :::, C. co C. "O iii" ~ o· ... 0 1This table is intended to detennine the commodity classification of a mixed commodity in a package, carton or on a pallet when plastics are involved. I 2The following is an example of how to apply the table: A package containing a Class ID commodity has 12 percent Group A expanded plastic by volume. The weight • of the unexpanded Group A plastic is 10 percent. This commodity is classified as a Class IV commodity. If the weight of the unexpanded plastic is increased to 14 percent, the classification changes to a high-hazard commodity. I I I I I I I I I I 3 Volume of plastic in pallet load Percent by volume = . Total volume of pallet load, including pallet 4 . Weight of plastic in pallet load Percent by weight = . . . Total weight of pallet load, mcluding pallet SECTION 8102 -GENERAL FIRE-PROTECTION AND LIFE-SAFETY FEATURES 8102.1 General. Fire-protection and life:safety features for high-piled storage areas shall be in accordance with Section 8102. Nationally recognized standards or guidelines, as applicable, are allowed to be used when approved. 8102.2 Extent and 'fype of Protection. Fire-detection systems, smoke and heat removal, curtain boards, small hose valves and stations, and fire sprinkler design densities shall extend the lesser of 15 feet (4572 mm) beyond the high piled storage area or to a permanent partition. When portions of high-piled storage areas have different fire-protection requirements due to commodity, method of storage or storage height, the fire-protection features required by Table 81-A within this area shall be based on the most restrictive design requirements. 8102.3 Separation of High-piled Storage Areas. 8102.3.1 Separation from other uses. Mixed occupancies shall be separated per the Building Code. 8102.3.2 Multiple high-piled storage areas. 8102.3.2.1 General. The aggregate of all high-piled storage areas within a building shall be used for application of Table 81-A unless such areas are separated from each other by one-hour-rated fire-resistive walls constructed in accordance with the Building Code. Openings in such walls shall be protected by fire assemblies having a one-hour fire-protection rating. 1-244 8102.3.2.2 Multiclass high-piled storage areas. High-piled storage areas classified as Class I through Class IV not separated from high-piled storage areas classified as high hazard shall uti- lize the aggregate of all high-piled storage areas as high hazard for purposes of application of Table 81-A. To be considered as sepa- rated, one-hour-rated fire-resistive walls shall be constructed in accordance with the Building Code. Openings in such walls shall be protected by fire assemblies having a one-hour fire-protection rating. The requirements of Table 81-B shall be applied separately over each high-piled storage area for portions of storage areas having different requirements due to commodity classification or storage height. 8102.4 Fire Sprinklers. Fire sprinkler systems shall be pro- vided in accordance with Sections 8103 and 8104. 8102.5 Fire Detection, When fire detection is required by Table 81-A, an approved automatic fire-detection system shall be installed throughout the.high-piled storage area. The system shall be monitored and shall be in accordance with Section I 006. 8102.6 Building Access. 8102.6.1 Access roadways. When building access is required by Table 81-A, access roadways shall be provided to within 150 feet (45.7 mm) of all portions of the exterior walls of buildings used for high-piled storage. EXCEPTION: When access roads cannot be installed due to to- pography, railways, waterways, nonnegotiable grades or other similar 1. I I I I I I I I I I I I I I I I I I tqca I Fire & Building / Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Model ESFR-1 Early Suppression Fast Response Pendent Sprinklers 14.0 K-factor General Description The Model ESFR-1 Pendent Sprin- klers (Ref. Figure 1) are "Early Sup- pression Fast Response Sprinklers" having a nominal K-factor of 14.0. They are suppression mode sprinklers that are especially advantageous as a means of eliminating the use of in-rack sprinklers, when protecting high-piled storage. The Model ESFR-1 is primarily de- signed for use with storage of most encapsulated or non-encapsulated common materials including cartoned unexpanded plastics to 35 ft. (10,7 m) high. In addition, the protection of some storage arrangements of rubber tires, roll paper, flammable liquids, and aerosols can be considered. Applications for the Model ESFR-1 Sprinklers are expanding beyond the current recognized installation stand- ards. For information regarding re- search fire tests that may be accept- able to an Authority Having Jurisdiction (e.g., flammable liquids, aerosols, etc.), please contact the Technical Services Department. WARNINGS The Model ESFR-1 Sprinklers de- scribed herein must be installed and maintained in compliance with this IMPORTANT Always refer to Technical Data Sheet TFP700 tor the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction (e.g., FM Global). Fail- ure to do so may impair the perform- ance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Numbers SIN TY6226 • {Pendent K=14.0) TY6226 is a redesignation for C6226, G8440, and S8000. Technical Data Approvals UL and C-UL Listed. FM, VdS, and LPCB Approved (094b/01 & 0071/01). NYC under MEA 356-01 -E. Maximum Working Pressure 175 psi (12, 1 bar) Pipe Thread Connection 3/4 inch NPT or ISO 7-R3/4 Discharge Coefficient K = 14.0 GPM/psi1/2 (201,6 LPM/bar112) Temperature Ratings 165°F/74°C or 214°F/101°C Finish Natural Brass Physical Characteristics Frame . . . . . . . . Brass Deflector . . . . . . . . . . . Bronze Compression Screw . . . . . . . . . . . . . . . . . . Stainless Steel Hook . . . . . . . . .... Mone! Strut . . . . . . . . . . . . . Mone! Link Assembly . . . Solder, Nickel Button . . . . . . . . . . . Bronze Sealing Assembly . . . . . . . . . . ...... Beryllium Nickel w/Teflon* Ejection Spring . . . . . . . lnconel *Registered trademark of DuPont. Patents U.S.A. Patent Numbers 4,580,729 and 4,893,679 may be applicable to the Model ESFR-1. Other patents are pending. JULY, 2004 TFP318 1. I I I I I I I I I I I I I I I I I I Page 2 of 8 1-Frame 2-Deflector 3-Compression Screw 4-Hook 5-Strut 6·Link Assembly 7-Button 8-Gasketed Spring Plate 9-Ejection Spring 1/2" (12,7mm) NOMINAL MAKE-IN 3-9/16" (90,5mm) WRENCH FLATS 3/4" NPT TEMPERATURE J-1-7/8" RATING (47,6 mm) 1-1/2" (38,1 mm) € THERMAL SENSING ELEMENT TFP318 FIGURE 1, MODEL ESFR-1 EARLY SUPPRESSION FAST RESPONSE PENDENT SPRINKLE'R Design Criteria NOTE The National Fire Protection Associa- tion (NFPA) and FM Global (FM) pro- vide installation standards that must be used to properly design an auto- matic sprinkler system utilizing Early Suppression Fast Response (ESFR) Sprinklers. The guidelines provided by NFPA and FM may differ; conse- quently, the appropriate standard must be used for a given installation. The following data sheets describe the ESFR Sprinklers offered by Tyco Fire Products: TFP312 -Model ESFR-25 (TY9226), K=25.2 Pendent Sprinkler TFP315-Model ESFR-17 {TY7226), K=16.8 Pendent Sprinkler TFP316 -Model ESFR-17 (TY7126), K=16.8 Upright Sprinkler TFP318 -Model ESFR-1 (TY6226), K=14.0 Pendent Sprinkler The following general guidelines pro- vided for ESFR Sprinklers offered by Tyco Fire Products may be used for a quick reference to help select the ap- propriate Tyco Fire Products' ESFR Sprinkler: NOTE In all cases, the appropriate NFPA or FM installation standard must be refer- enced to assure applicability and to obtain complete Installation guide- lines, since the following general guidelines are not intended to provide complete installation criteria. GENERAL GUIDELINES System Type: Wet pipe system. Roof Construction: Unobstructed or obstructed construction. For example: smooth ceiling, bar joists, beam and girder, etc. NOTE Where the depths of the solid struc- tural members (beams, stem, etc.) ex- ceed 12 inches (302 mm), ESFR Sprinklers shall be installed in each channel formed by the structural mem- bers. Ceiling Slope: Maximum 2 inch rise for 12 inch run (16.7%). Building Heights, Storage Heights, and Commodity: Refer to Table A. Maximum Coverage Area: 100 ft2 (9,3 m2). In some cases, the installation standards permit a greater coverage area. Minimum Coverage Area: 80 ft2 (7,4 m2) per NFPA 13, and 64 ft2 (5,8 m2) per FM 2-2 Maximum Spacing: 12 feet (3, 7 m) for building heights up to 30 feet (9, 1 m), and 1 o feet (3, 1 m) for building heights greater than 30 feet (9, 1 m). Minimum Spacing: 8 feet (2,4 m). Minimum Clearance To Commodity: 36 inches (914 mm). NFPA 13 -Deflector To Ceiling Distance: ESFR-1 (K=14.0) Pendent: 6 to 14 inches (152 to 356 mm). ESFR-17 (K=16.8) Pendent: 6 to 14 inches (152 to 356 mm). ESFR-25 (K=25.2) Pendent: 6 to 18 inches (152 to 457 mm). FM 2·2 -Deflector To Ceiling Distance: ESFR-1 (K=14.0) Pendent: 5 to 14 inches (121 to 356 mm). ESFR-17 {K=16.8) Pendent: 5 to 14 inches (121 to 356 mm). ESFR-17 (K=16.8) Upright: 5 to 14 inches (121 to 356 mm). FM 2-2 -Thermal Sensing Element To Ceiling Distance: ESFRs1 (K=14.0) Pendent: 4 to 13 inches (102 to 330 mm). ESFR-17 (K=16.8) Pendent: 4 to 13 inches (102 to 330 mm) ESFR-17 (K=16.8) Upright: 4 to 13 inches (102 to 330 mm). ESFR-25 (K=25.2) Pendent: 4 to 18 inches (102 to 457 mm). 1. I I I I I I I I. I I I I I I I I I I TFP318 Page 3 of 8 TABLE A BUILDING HEIGHTS, STORAGE HEIGHTS, AND COMMODITY (See Design Criteria Section) Open frame (i.e. no solid shelves) single, See Table A-1 double, multiple-row, or portable rack (Refer to NFPA 13 or FM 8-9 and 2-2 storage of Class I -IV and Group A or B plastics for details) Solid pile or palletized storage of Class See Table A-2 I -IV and Group A or B plastics (Refer to NFPA 13 or FM 8-9 and 2-2 for details) Idle pallet storage See Table A-3 (Refer to NFPA 13 or FM 8-24 and 2-2 for details) Rubber Tire Storage See Table A-4 (Refer to NFPA 13 or FM 8-3 and 2-2 for details) Comparison to Other TFP ESFR Sprinklers ESFR-1 ESFR-17 ESFR-17 ESFR-25 PENDENT PENDENT UPRIGHT PENDENT K = 14.0 K = 16.8 K = 16.8 K = 25.2 See Data Sheet See Data Sheet See Data Sh1;iet TFP315 TFP316 TFP312 NFPA FM NFPA FM NFPA FM NFPA FM Rolled Paper Storage (See Standard) 13 8-21 13 --8-21 13 8-21 Flammable Liquid Storage (See Standard) 30 7-29 ----30 - Aerosol Storage (See Standard) 30B 7-31 30B ---30B 7-31 Automotive Components in Portable Racks ------13 -(Control Mode Only, See Standard) I I I I I I I I I I I I I I I I I I Page 4 of 8 Commodity Class I, Class II, Class Ill, and Class IV Encapsulated or Unencapsulated -and- Cartoned Unexpanded Plastics Uncartoned (Exposed) Unexpanded Plastics Cartoned Expanded Plastics Un cartoned (Exposed) Expanded Plastics Maximum Building Height, Feet (m) 45 (13,7) 40 (12,2) 35 (10,7} 32 (9,7) 30 (9, 1) 45 (13,7) 40 (12,2) 32 (9,7) 30 (9, 1) 32 (9,7) 30 (9, 1) 30 (9,1) 25 (7,6) TFP318 TABLEA-1 RACK STORAGE (See Design Criteria Section) Maximum Minimum Flow Pressure, PSI (BAR) Storage Comparison to Other TFP ESFR Sprinklers Height, Feet ESFR-1 ESFR-17 ESFR-17 ESFR-25 (m) PENDENT PENDENT UPRIGHT PENDENT K = 14.0 K = 16.8 K = 16.8 K = 25.2 See Data Sheet See Data Sheet See Data Sheet TFP315 TFP316 TFP312 NFPA FM NFPA FM NFPA FM NFPA FM 40 90* 90* 63* 63* 40 50 --(12,2) (6,2) (6,2) (4,3) (4,3) (2,8) (3,4) 35 75 75 52 52 25 40 --(10,7) (5,2) (5,2) (3,6} (3,6) (1,7) (2,8) 30 75 75 52 52 52 20 30 -(9, 1) (5,2) (5,2) (3,6) (3,6) (3,6) (1,4) (2, 1) 25 60 60 42 42 42 20 30 -(7,6) (4,1) (4,1) (2,9) (2,9) (2,9) (1,4) (2, 1) 25 50 50 35 35 35 15 20 -(7,6) (3,4) (3,4) (2,4) (2,4) (2,4) (1,0) (1,4) 40 90* 90* 63* 63* ----(12,2) (6,2) (6,2) (4,3) (4,3) 35 75 75 52 52 50 ---(10,7) (5,2) (5,2) (3,6) (3,6) (3,4) 25 60 60 42 42 50 ---(7,6} (4, 1) (4, 1) (2,9) (2,9} (3,4) 25 50 50 35 35 50 ---(7,6) (3,4) (3,4) (2,4) (2,4) (3,4) 25 60 60 42 42 42 ---(7,6) (4,1) (4,1) (2,9) (2,9) (2,9) 25 50 50 35 35 35 (7,6) (3,4) (3,4) (2,4) (2,4) -(2,4) -- 25 100 --(7,6) (6,8) ----- 20 75 -------(6,1) (5,2) *One level of in-rack sprinklers is required. 1. I I I I I I I I I I I I I I I I I I tqca I Fire & Bwlding / Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Model ESFR-17 Early Suppression Fast Response Pendent Sprinklers 16.B K-factor General Description The Model ESFR-17 Pendent Sprin- klers (Ref. Figure 1) are "Early Sup- pression Fast Response Sprinklers" having a nominal K-factor of 16.8. They are suppression mode sprinklers that a re especially advantageous as a means of eliminating in-rack sprin- Klers. when protecting rack storage. The Model ESFR-17 is primarily de- signed for use in ceiling only sprinkler systems (i.e no in-rack sprinklers) for the protection of storage heights of most encapsulated or non-encapsu- lated common materials including car- toned unexpanded plastics of up to 35 ft. ( 10.7 m) with ceiling heights to 40 ft. ( 12,2 m), as well as cartoned ex- panded plastics up to 25 ft. (7,6 m) with ceiling heights to 30 ft.(9, 1 m). In addi- tion, the protection of some storage arrangements of rubber tires, roll pa- per, and aerosols can be considered. In some cases, the Model ESFR-17 can be used to protect storage heights up to 40 ft. (12,2 m) with ceiling heights to 45 ft. (13, 7 m) in combination with one level ol in-rack sprinklers. The ESFR-17 provides the system de- signer with hydraulic options not pres- ently available to traditional ESFR sprinklers having a nominal K-factor IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- latton of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to tail to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 of 14.0. ln particular, the Model ESFR- 17 has been designed to operate at substantially lower end head pres- sures, as compared to ESFR sprin- klers having a nominal K-factor of 14.0. This feature offers flexibility when sizing the system piping, as well as possibly reducing or eliminating the need for a system fire pump. WARNINGS The Model ESFR-17 Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction (e.g., FM Global). Fail- ure to do so may Impair the perform- ance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler ldentificat ion Numbers SIN TY7226 -(Pendent K=16.8) JANUARY, 2005 TFP315 I I I I I I I I I I I I I I I I I I Page 2 of 8 1-Frame 2-Dellector 3-Compress,on Screw 4-Hook 5-Strut 6-Link Assembly ?-Button 8-Seal1ng Assembly 9-Eiecuon Spnng 2 1/2" (12,7 mm) NOMINAL MAKE-IN 3·9/16" (90,5 mm) WRENCH FLATS TEMPERATURE RATING I I _.3/4"NPT i -1-7/8" (47,6 mm)·- ' 1-13/i 6" (46,0 mm) f' THERMAL SENSING ELEMENT TFP315 FIGURE 1, MODEL ESFR-17 EARLY SUPPRESSION FAST RESPONSE PENDENT SPRINKLER Technical Data Approvals UL and C-UL Listed. FM and VdS Ap· proved. LPCB Approved (094b/01 & 0071/01 ). NYC under MEA 356-01-E. Maximum Working Pressure 175psi(12,1 bar) Pipe Thread Connection 3i4 inch NPT or ISO 7-R3/4 Discharge Coefficient K = 16.8 GPM/psi1/2 (241,9 LPM/bar112) Temperature Ratings 165°F/74°C or 214°F/101°C Finish Natural Brass Physical Characteristics Frame .. Brass Dellector . . Bronze Compression Screw Stainless Steel HOOK ... ' . Mone! Strut ..... Monel Link Assembly . Solder, Nickel Button . . . . . . . . . . . Brass Sealing Assembly ........ . Beryllium Nickel w/Teflon· E1ect1on Spring . . . . ... lnconel ·Registered trademark of Dupont. Patents U.S.A. Patent Numbers: 4,580,729 5,829,532 6,059,044 6,336,509 6,502,643 Patents pending. Design Criteria NOTE The National Fire Protection Associa- lion (NFPA) and FM Global (FM) pro- vide installation standards that must be used to properly design an auto· matic sprinkler system utilizing Early Suppression Fast Response (ESFR) Sprinklers. The guidelines provided by NFPA and FM may differ; conse- quently, the appropriate standard must be used for a given installation. The following data sheets describe the ESFR Sprinklers offered by Tyco Fire Products: TFP312 -Model ESFR-25 (TY9226), K=25.2 Pendent Sprinkler TFP315-Model ESFR-17 (TY7226), K=16.8 Pendent Sprinkler TFP316-Model ESFR-17 (TY7126), K=16.8 Upright Sprinkler TFP318 -Model ESFR-1 (TY6226), K= 14.0 Pendent Sprinkler The following general guidelines pro- vided for ESFR Sprinklers offered by Tyco Fire Products may be used for a quick reference to help select the ap- propriate Tyco Fire Products' ESFR Sprinkler: NOTE In all cases, the appropriate NFPA or FM installation standard must be refer- enced to assure applicability and to obtain complete installation guide- lines, since the following general guidelines are not intended to provide complete installation critena. GENERAL GUIDELINES System Type: Wet pipe system. Roof Construction: Unobstructed or obstructed construction. For example smooth ceiling, bar joists, beam and girder, etc. NOTE Where the depths of the solid struc- tural members (beams, stem, etc.) ex- ceed 12 inches (302 mm). ESFR Sprinklers shall be installed in each channel formed by the structural mem- bers. Ceiling Slope: Maximum 2 inch rise for 12 inch run (16.7%). Building Heights, Storage Heights, and Commodity: Refer to Table A Maximum Coverage Area: 100 ft2 (9,3 m2). In some cases, the installation standards permit a grea1er coverage area. Minimum Coverage Area: 80 ft2 (7,4 m2) per NFPA 13, and 64 ft2 (5,8 m2J per FM 2-2 Maximum Spacing: 12 feet (3,7 m) tor building heights up to 30 feet (9,1 m), and 10 feet (3, 1 m) for building heights greater than 30 feet (9, 1 m). Minimum Spacing: 8 feet (2,4 m). Minimum Clearance To Commodity: 36 inches (914 mm). 1. I I I I I I I I I I I I I I I I I I TFP315 Page 3 of 8 TABLE A BUILDING HEIGHTS, STORAGE HEIGHTS, AND COMMODITY (See Design Criteria Section) Open frame (i.e. no solid shelves) single, See Table A-1 double, multiple-row, or portable rack (Refer to NFPA 13 or FM 8-9 and 2-2 storage of Class I · IV and Group A or B plastics for details) Solid pile or palletized storage of Class See Table A-2 I -IV and Group A or B plastics (Refer to NFPA 13 or FM 8-9 and 2-2 tor details) Idle pallet storage See Table A-3 (Refer to NFPA 13 or FM 8-24 and 2-2 tor details) Rubber Tire Storage See Table A-4 (Refer to NFPA 13 or FM 8-3 and 2-2 for details) Comparison to Other TFP ESFR Sprinklers ESFA-17 ESFA-1 ESFA-17 ESFA-25 PENDENT PENDENT UPRIGHT PENDENT K = 16.8 K = 14.0 K = 16.8 K = 25.2 See Data Sheet See Data Sheet See Data Sheet TFP318 TFP316 TFP312 NFPA FM NFPA FM NFPA FM NFPA FM Rolled Paper Storage (See Standard) 13 -13 8-21 -8-21 13 8-21 Flammable Liquid Storage (See Standard) --30 7-29 --30 - Aerosol Storage (See Standard) 308 -308 Automotive Components in Portable Racks ---(Control Mode Only, See Standard) NFPA 13 -Deflector To Ceiling Distance: ESFR-17 (K=16.8) Pendent: 6 to 14 inches ( 152 to 356 mm). ESFR-1 (K=14 0) Pendent: 6 to 14 inches ( 152 to 356 mm). ESFR-25 (K=25.2) Pendent: 6 to 18 inches (152 to 457 mm). FM 2-2 -Deflector To Ceiling Distance: ESFR-17 (K=16.8) Pendent: 5 to 14 inches (121 to 356 mm). ESFA-1 (K=14.0) Pendent: 5 to 14 inches {121 to 356 mm). ESFR-17 (K=16.8) Upright: 5 to 14 inches (121 to 356 mm). 7-31 - --308 7-31 --13 - FM 2-2 -Thermal Sensing Element To Ceiling Distance: ESFA-17 (K=16.8) Pendent: 4 to 13 inches (102 to 330 mm). ESFR-1 (K=14 OJ Pendent. 4 to 13 inches (102 to 330 mm) ESFR-17 (K=16.8) Upright: 4 to 13 inches (102 to 330 mm). ESFR-25 (K=25.2) Pendent: 4 to 18 inches (102 to 457 mm). I I I I I I I I I I I I I I I I I I Page 4 of 8 Commodity CIass 1 Class Ii. Ciass iii and C1ass 1v Encapsulated or Un encapsulated -ano· Canoned unexpanded PIast1cs uncanoned , Exposed) U'lexpanded P1as11cs ,:anoneo E ,::;andec PIast1cs ;_incanonea ,Exposed) Expanded Plastics Maximum Building Height. Feet (m) 45 (13,7) 40 (12,2) 35 (10,7) 32 (9,7) 30 (9,1) 45 (13,7) 40 (12,2) 32 (9,7) 30 (9, 1) 32 (9,7) 30 (9,1) 30 (9,1) 25 (7,6) TFP315 TABLE A-1 RACK STORAGE (See Design Criteria Section) Maximum Minimum Flow Pressure, PSI (BAR) Storage Comparison to Other TFP ESFR Sprinklers Height, Feet ESFR·17 ESFR·1 ESFR·17 ESFR·25 (m} PENDENT PENDENT UPRIGHT PENDENT K = 16.8 K = 14.0 K = 16.8 K = 25.2 See Data Sheet See Data Sheet See Data Sheet TFP318 TFP316 TFP312 : NFPA FM NFPA FM NFPA FM NFPA FM 40 63* 63 * 90 * 90' --40 50 I (12,2) (4,3) (4,3) (6,2) (6,2) (2,8) ' (3,4) I 35 52 52 75 75 25 I 40 {10,7) (3,6) (3,6) (5,2) (5,2) --(1,7) (2,8) 30 52 52 75 75 52 20 ! 30 (9,1) (3,6) (3,6) (5,2) -(5,2) (3,6) {1,4) I (2, lJ 25 42 42 60 60 42 20 I 30 -(7,6) (2,9) (2,9) (4,1) (4,1) (2,9) (1,4) i (2, 1) 25 35 35 so 50 35 15 ' 20 -I (7,6) (2,4) (2,4) (3,4) (3,4) (2,4) (1,0) {1.4) 40 63* 63* 90 * 90' l ----(12,2) (4,3) (4,3) (6,2) (6,2) : 35 52 52 75 75 50 ---(10,7) (3,6) (3,6) (5,2) (5,2) (3.4) 25 42 42 60 60 I 50 (7,6) (2,9) ---I (2,9) (4, 1) (4, 1) (3,4) 25 35 35 50 50 50 (7,6) (2,4) (2,4) ---I (3,4) (3,4) (3,4) 25 42 42 60 60 42 ---(7,6) (2,9) (2,9) (4,1) (4,1) (2.9) 25 35 35 50 50 35 ---(7,6) (2,4) (2,4) (3,4) (3,4) (2,4) ' 25 100 ' -------(7,6) (6,8) ' ! 20 75 ' (6,1) ------I -(5,2) I • One level of in-rack sprinklers is required I I I I I I I I I I I I I I I I I I Storage of Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 45 Table 3.3.7.2(m). Rack Storage of Cartoned Expanded Group A & 8 Plastics, Cartoned Polyurethane, Cartoned Unexpanded Group A & 8 Plastics and Uncartoned Unexpanded Group A & 8 Plastics with Open Shelves ELO A.S.-286 or 165°F Large-Drop A.S., No. A.S. @ Pressure (141 or 74°C), or Maximum Standard A.S.-286°F Maximum Building or (141°C), SRR, ORR & Storage Ceiling ESFR A.S. 165°F (74°C), 286'F (141 °C), MRR, Wet-Pipe, Density Height, Height, ft Wet-Pipe, No. A.S. @ 286 or 165°F (141 or Dry-Pipe (gpmlsq ft)/Area (sq ft) ft (m) (m) Pressure 74°C), Wet-Pipe Note 11 (mm/min)/ (sq m) Up lo 10 15 (4.6) 12@50 psi 15@25 psi 25@ 25 psi (1.7 bar) 0.30/2000 (12/186) Note (3.1) (3.4 bar) (1.7 bar) 5 Note 10 30 (9.1) 12@ 50 psi 15@ 25 psi 25@ 25 psi (1.7 bar) 0.45/2000 (18/186) or Note 12 (3.4 bar) (1.7 bar) 0.30/2000 (12/186) & 1 Note 10 Level IRAS Note 6 40 (12.2) Note 3 Note 1 Note 1 Note 1 45 (13.7) DNA Note 1 Note 1 Note 1 Over 45 DNA Note 1 Note 1 Note 1 (13.7) 15 (4.6) 20 (6.1) 12@50 psi 15@ 25 psi 25@ 25 psi (1.7 bar) 0.45/2000 ( 18/186) or Note 2 (3.4 bar) (1.7 bar) Note 10 0.30/2000 ( 12/186) & 1 Note 10 Level IRAS 30 (9.1) 12@50 psi 15@50 psi 25 @ 50 psi (3.4 bar) 0.60/2500 (24/232) or Note 12 (3.4 bar) (3.4 bar) 0.30/2000 (12/186) & 1 35 (10.7) Note 3 15@50 psi 25 @ 50 psi (3.4 bar) Level IRAS Note 4 & (3.4 bar) Note 7 40 (12.2) Note 3 Note 1 Note 1 Note 1 45 (13.7) DNA Note 1 Note 1 Note 1 Over 45 DNA Note 1 Note 1 Note 1 (13.7) 20 (6.1) 25 (7.6) 12@50 psi 15 @ 50 psi (3.4 bar) or 25 @ 50 psi (3.4 bar) & 0.6012500 (24/232) or Note 2 (3.4 bar) 15@ 25 psi (1.7 bar) & 1 Level IRAS 0.45/2000 (18/186) & 1 1 Level IRAS Level IRAS or 0.30/ 2000 (12/186) and 2 Levels IRAS Nole 4 & Note 8 30 (9.1) 12@50 psi 30 @ 50 psi (3.4 bar) or 25 @ 50 psi (3.4 bar) & 0.4512000 (181186) & 1 Note 12 (3.4 bar) 20 @ 75 psi (5.1 bar) or 1 Level IRAS Level IRAS or 0.30/2000 15 @ 50 psi (3.4 bar) & (12/186) & 2 Levels IRAS 40 (12.2) Note 3 1 Level IRAS Note 13 45 (13.7) DNA Note 1 Note 1 Note 1 Over 45 DNA Note 1 Note 1 Note 1 (13.7) 25 (7.6) 30 (9.1) 12@50 psi 15 @ 50 psi (3.4 bar) & 25 @ 50 psi (3.4 bar) & .60/1500 (24/140) & 1 Note 12 (3.4 bar) 1 Level IRAS 1 Level IRAS Level IRAS or 0.3012000 Note 13 (12/186) & 2 Levels IRAS Note 9 35 (10.7) Note 3 30 @ 50 psi (3.4 bar) & 25@ 25 psi (1.7 bar) & 0.30/2000 (12/186) & 2 1 Level IRAS 2 Levels IRAS Levels IRAS 40 (12.2) Note 3 30 @ 50 psi (3.4 bar) & 25@ 25 psi (1.7 bar) & 1 Level IRAS 2 Levels IRAS 45 (13.7) DNA 30 @ 50 psi (3.4 bar) & 25@ 25 psi (1.7 bar) & 1 Level IRAS 2 Levels IRAS Over 45 DNA Note 1 Note 1 Note 1 (13.7) Note 1; When clearance between ceiling sprinklers and the top of storage exceeds 20 ft (6.1 m), see Section 3.3. 7 .2.2 for guidance. Note 2: Steel column protection may be needed when standard sprinklers are provided at the ceiling only. See Section 3.1.4.3. Note 3: ESFR sprinklers designed for 12 @ 75 psi (5.1 bar) may be used lo protect cartoned unexpanded plastic and uncartoned unex- panded plastic (excluding five-sided open-top containers) in these cases. This does not apply to cartoned or uncartoned expanded plastic (including polyurethane). Note 4: When control mode (density/area) sprinklers having nominal K-faclors of 11.2, 14.0 and 16.8 (as listed in lhe Approval Guide) are installed al the ceiling only, the water demand may be reduced to 0.6/2000 (24/186). Note 5: NFPA recommends 0.3/2500 (12/232). Note 6: NFPA recommends 0.4512500 (18/232). Note 7: NFPA recommends 0.614000 (24/372), or 0.3/2000 (12/186) & 1 Level, using 165°F (74°C) sprinklers. Note 8: NFPA recommends 0.614000 (24/372), or 0.4512000 (18/232) & 1 Level, using 165°F (74°C) sprinklers. Note 9: NFPA recommends 0.45/2000 (18/186) & 1 Level, or 0.3/2000 (12/186) & 2 Levels, using 165°F (74°C) sprinklers. Note 10: NFPA does not address the use of large-drop sprinklers a lower pressures for lower storage heights. Note 11: NFPA does not address the use of large-drop sprinklers in dry-pipe systems for the protection of rack storage of plastics. Note 12: For ESFR sprinklers, maximum building or ceiling height may be increased to 32 ft (9.8 m) if design pressure is increased to 60 psi (4.1 bar). No interpolation of design pressure is permitted for heights beyond 32 ft (9.8 m). Note 13: Large-drop sprinklers nominally rated at 165°F(74°C) may be used to protect cartoned unexpanded plastics in racks without in-rack sprinklers to a maximum of 25 ft (7.6 m) high, in buildings to a maximum of 30 ft (9.1 m) high, with a design of 18 sprinklers at 50 psi (3.4 bar), on wet-pipe systems only. Exposed plastics and cartoned expanded plastics pnc/uding polyurethane) are excluded from this application. ©2003 Factory Mutual Insurance Company. All rights reserved. I I I I I I I I I I I I I I I I I I Storage of Commodities 8-9 FM Global Property Loss Prevention Data Sheets Page 83 c) For exposed expanded polystyrene and exposed expanded polyurethane commodities in closed- array palletized or solid-piled storage: • Hydraulic Design: Design should be for 12 sprinklers, supplying four sprinklers on three branch lines as follows: Maximum Building Maximum Storage Minimum Design Array Height, ft (m) Height, ft (m) Pressure, psi (bar) Closed 40 (12.2) 25 (7.5) 60 (4.1) c) System Type: should be wet-pipe only (no preaction or dry-pipe); d) Sprinklers: K-factor 25.2 Suppression Mode Sprinklers, 160° F (71 °C), with K=25.2 (353 metric) for hydraulic design purposes; e) Sprinkler Spacing: -area of coverage per sprinkler should be maximum 100 sq ft (9.3 sq m) and minimum 64 sq ft (5.8 sq m); -maximum distance between sprinklers on branch lines or between branch lines should be 10 ft (3.1) for buildings higher than 30 ft (9.1 m) and up to 45 ft (12.7 m) high, and 12 ft (3. 7 m) for buildings up to 30 ft (9.1 m) high; -minimum distance between sprinklers on branch lines or between branch lines should be 8 ft (2.4 m); f) Sprinkler Position: sprinklers may be positioned so that deflectors are located at a maximum distance of 18 in.(0.46 m) and a minimum distance of 4 in.(100 mm) below the ceiling; g) Hose Stream Demand and Water Supply Duration: should be 250 gal/min (950 Umin) and 60 minutes. respectively; h) Other Details: all other details should be the same as for Suppression Mode sprinklers as recommended in Data Sheet 2-2, Installation Rules for Suppression Mode Automatic Sprinklers. i) Mixed Occupancies: K-factor 25.2 Suppression Mode Sprinklers may be used in adjacent non-storage occupancies which qualify for use with quick-response sprinklers as indicated in Data Sheet Sheet 3-26, Table 2, using design guidelines as described above. 3.3.8.2 K-factor 16.8 Control Mode (Specific Application) Sprinklers 3.3.8.2.1 Recommendation 1. A K-factor 16.8 Control Mode (Specific Application) sprinkler is now FM Approved. This sprinkler is avail- able in upright orientation, with a 3/4 in. (19 mm) NPT pipe thread size. Full-scale fire testing done to date has been aimed at showing equivalent performance to large-drop sprinklers for the limited applications as out- lined in the design criteria which follow, using a lower discharge pressure to take advantage of the larger orifice size in comparison to the K11.2 large-drop sprinklers. Applications and design criteria may be expanded in the future subject to additional research and/or analysis. Design and installation of sprinkler systems using these sprinklers should be as follows: a) Hydraulic Design: two design criteria are available, both of which apply to open-frame rack storage and palletized/solid-piled storage up to 25 ft (7.6 m) high in buildings up to 30 ft (9.1 m) high, as follows: i) for Class 1 and 2 commodities, hydraulic design should be 15 sprinklers at 10 psi (.7 bar); ii) for Class 3, Class 4, and cartoned and uncartoned unexpanded Group A and B plastics, hydraulic design should be 15 sprinklers at 22 psi (1.5 bar); b) System Type: wet-pipe only(including preaction systems that qualify as wet-pipe systems): c) Sprinklers: K-factor 16.8 Control Mode (Specific Application) Sprinklers, 155°F (68°C), with K=16.8 (235 metric) for hydraulic design purposes; d) Sprinkler Spacing: area of coverage per sprinkler should be maximum 100 sq ft (9.3 sq m) and mini- mum 80 sq ft (7.4 sq m); maximum and minimum duistances betweeen sprinklers on branch lines or between branch lines should be 12 ft (3. 7 m) and 8 ft (2.4 m), respectively; e) Hose Stream and Water Supply Duration: hose stream allowance should be 500 gal/min(1890 cu dm/min); water supply duration should be in accordance with Data Sheet 8-9, Storage of Commodities, Table 3.3.6, based on the type of storage and commodity involved. ©2003 Factory Mutual Insurance Company. All rights reserved. I I I I I I I I I I I I I I I I I I TABLE 8104.3-A TABLE 8104.3-A-REQUIRED FLUE SPACES FOR RACK STORAGE1 SPRINKLER AT THE CEILING WITH OR WITHOUT MINIMUM IN·RACK SPRINKLERS FIRE SPRINKLER PROTECTION ,; 25 feet (7620 mm) >25 feet RACK CONFIGURATION Storage Height Option 1 Option 2 (7620 mm) Single-Row Rack Transverse Flue Space I Size2 ( X 25.4 for mm) 3 inch NA 3 inch / Vertically Aligned NR NA Yes Longitudinal Flue Space NR NA NR Double-Row Rack Transverse Flue Space I Size2 ( x 25.4 for mm) 6 inch3 3 inch 3 inch I Vertically Aligned NR3 NR Yes Longitudinal Flue Space NR 3 6inch 6inch .V!ul11-Row Rae~ , Transverse Flue Space I Size2 ( x 25.4 for mm) 6 inch NA 6 inch ! I Vertically Aligned NR Ye~ NA I , Longaud1 nal Flue Space NR NA I NR · \'R mean, "not required." NA means "not applicable." 2Random vanations are allowed, provided that the configuration does not obstruct water penetration. 3Tois opuon is no1 allowed with ESFR spnnkler protection. 1-248 2001 CALIFORNIA FIRE CODE IN-RACK SPRINKLERS AT NON· EVERY TIER SPRINKLERED Any Height Any Height NR NR NA NR NR NR NR NR I NA I NR NR : NR I NR I .'-:R ! I NA :--:R I NR I :--:R I I I I I I I I I I I I I I C I I I I I 2001 CALIFORNIA FIRE CODE conditions, the chief is authorized to require additional fire protection as required for special hazards in Section 1001.9. Specifications for fire apparatus access roads shall be in accor- dance with 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 8102.6.2. 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 (914 mm) in width and 6 feet 8 inches (2032 mm) in height. Roll-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 He~t Removal. 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 Section 8102.7. · EXCEPTIONS: 1. When the installation of smoke and heat vents is detennined by the chief to be impractical, mechanical smoke-remov- al systems are allowed to be provided in accordance with UFC Stan- dard 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 heat vents shall be approved and shall be labeled to indicate compliance with nationally recog- nize9 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 drop 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 I 6 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 located 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 mm) or more from occupancy separation walls separating other high-piled storage areas. Vents shall be uniformly 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 81-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: 1. 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 Sprinklered 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 areas 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 co /(J . BY ......... q.~ ... 9.t!AN!.A~ ... . DATE ./,p.~ .. 15. .. -.r?.f ....... . SUBJECT. ......................... . ~- \ p C!.ot.. :: 'I I.e. ..... RACK DESIGN & ENGINEERING CO. 412 WEST BROADWAY, SUITE #204 GLENDALE, CA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 z3tC/ · f..Pk6A. AvE 191ST. ,{)oc.t,c.. f ? /11/. .:::;3.y~ YY ., My.: •. 7~ >< (p .$ <-/•'f "!k Y-'1 .. < --= .. u /• 33 ft ,-le. <:... .:: 11/ r ..:> • l. ' 3 ,. II x:: I we<.~ ·l<r),(lj n., : SHEET NO ............ L ........ .. JOB NO •.. 8.1 ... 1 .. "J...7..f.P.. .. BY , ........ 9.'. ... 9.t!A.~!A.tL. DATE ...... ~.-:::?.:.~~········. SUBJECT. ........ , ........... , ..... .. RACK DESIGN & ENGINEERING Co. 412 WEST BROADWAY, SUITE #204 GLENDALE, CA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: ACUSHNET COMPANY 281 9 LOKER AYE. EAST, DOCK 1 CARLSBAD, CA. 92008 PER CBC 2001 EDITION STORAGE RACKS CAPACITY: 1000 # / PALLET (2000 #/ LEVEL) CALCS. 1 THRU 6 DRAWINGS: RD-9776 SHEET NO ........... L .......... . JOB NO •....... ~P.-:-:-.~.?.?..~ .. • 0 '<I' N ~ BY ~ ........ q.: .. .9.t!A~!A.~ ... . DATE ...... ?..::::?.:9?. ........ . SUBJECT. ........................ , .. • tO lO ~ lO : tO - - - 4 106" 3 PIN lYP. U.N.O. PIN CONN. l Lq 1st LEVEL~ - : tO lO ·-· ... '• _, ... , .. .. .... TYPE "A" 106" f •' '..--'-lil===========llt=3 -1t:::========::::::::t1t:::3 N : N 0 r-- 'r-lt===========11t:::3 TYPE "E" BEAM 2000 #/ LEVEL +25% IMPACT LOAD 1200 #/ BEAM 1 3/4" ~CEL, [l;J j 2 3/4" j lx=1.84 Sx=.85 Fy=S0 KSI. RACK DESIGN & ENGINEERING CO.- . 412 WEST BROADWAY, SUITE #204 GLENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO ............ ~ .......... .. r 106" f :. 3 PIN lO 1YP. U.N.O. • 0 4 PIN CONN. 1st LEVEL .. • : • • •• :•· • • • • • • .. • 11 • TYPE "C" 54" 48" 48" ·r ·r r SIDE VIEW M= 106"x1.2K_16"K 8 - _ 16"K_ SR-30 . -.53<.85 3· Ii = 5xWxL = .29" < J..Q.6__ = .59" 384xlx xE 180 JOB NO ........ RP::~?.?..~ .. T 106" f ·r 44" r 3 PIN lYP. U.N.O. 4 PIN CONN. 1st LEVEL .: .'. • ....•. ·: . . .. TYPE "D" SIDE VIEW BEAM .1000 #/ PALLET (2 PALLET LOAD) +25% IMPACT LOAD 2200 #/ BEAM 1 3/4" ~[El, [I;J .l 2 3/4" J lx=4.69 Sx=1.68 Fy=S0 KSI. M= 106"xi°.2 K = 29 "K 8 29"K SR= 30 = .97<1.68 Ii = 5xWxL3 = .23" < ...1Q&__ = .59" 384xlx xE 180 1. BY ........ 9.~ .. .9.t!A~!A.~ .... · DATE ...... ?.:?.:::.q!?. ........ . SUBJECT .........•... : .......... ,. RACK DESIGN & ENGINEERING-CO. 412 WEST BROADWAY, SUITE #204 GLENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SEISMIC DESIGN V= 2.SxCaxl x W Rx 1 .4 WORKING CBC 2001 SEC. 2222 1=1 STRESS R=S.6 R=4.4 DOWN AISLE (MOM. CONN.) CROSS AISLE (BRACED) Ca=.44 W=D.L.+L.L./2 DOWN AISLE >4 COL. W=D.L.+L.L. CROss· AISLE . LOAD PER COLUMN TYPES "A" & "D" ('1D" GOVERNS) P= 4x2K =4 K 2 COL W=. 1c.t ;_ L.L:= 2.1 K y = 2.5x.44x2. 1 = _29 K LONGIT. 5.6X1 .4 y = 2.Sx.44x4. 1 _ 73 K TRANS. 4.4x1 .4 -• TYPE "C" P=. 3x2K =3 K 2 COL W=.1 + L = 1.6 K D.L. 2 LL. y = 2.Sx.44x1 .6 = _22 K LONGIT. 5.6X1 .4 ' TYPE "E" P= 3x2 K=6 K W-1 + _§__ -3 1 K -. D.L. 2 LL:-• y = 2.Sx.44x3.1 = .43 K LONGIT. 5.6X1 .4 y = 2.Sx.44x6.1 = 1 K TRANS. 4.4X1 .4 22 K 76" " M = . X =8 K COL. 2 LONGIT. SEISMIC .11 K ·b 1/) .Q9K b 1/) .Q6K 0 1/) .Q3K ~ 00 .29K · .21 K • 0 1/) .13K • 0 LO .Q9K N 00 SHEET NO •........... ~ ........... . JOB NO ........ ~P.-:::~.?..?..?. .. 3 "K 3"K 5 "K S"K 6 "K 5"K 12 "K 12"K 5 "K S"K 8 "K 8"K 17 "K 17"K BY 1 ....... 9.: .. .9.!:"!A~!A.~ ... . DATE ...... ?::::?.:-:-:9~ ........ . SUBJECT. ........ ! .............. , .. COLUMN ANALYSIS RACK DESIGN & ENGINEERING CO. 412 WE~T BROADWAY, ~UITE #204 GLENDALE, CA. 91204 . TEL:(818)240-3810 FAX:(818)240-3813 COLUMN AT TYPES "A" TRUE "D" SHEET NO ........... 4. .......... .. JOB NO ........ ~P.-::-.~.?..?..~.' 1' ,. 1~ '/.,[-~ Fy=SO KSI A=.78 Sx=.80 rx =1.2 ry=1.1 Kl_ 82 _ 68 rx -1.2 -. Fe=~= 61 ( Kl )2 rx ~ Kl -52 -47 ry -1.1 -Fn=Fy(1-Fy )= 4QKSI 4F8 Pn :F0 xA = 31 K COMBINED STRESS RATIO p + M -4.1 + 12 -75<1 33 Pa · Ma; ~ 24 -• · COLUMN AT TYPE '~E" 1r,= -= 3 ·=· =1(=-=3 =· =1~ f-~=,~---:.,,.. COMBINED STRESS RATIO p + M -6.1 + 17 -50< 1 33 Pa Ma; 36 51-' . BASE PLATE ANCH. TENSION 17-(6. 1 x3") = _ __,_ __ ,_ = 0 K 6" ANCHOR SHEAR = .43 = .22 K 2 TYPES "A" TRUE "D" 5"x7"x3/8" BASE PL. W/ (2)-1/2"¢ ANCHORS, 3 1/2" EMB. TYPE "E" Fy=SO KSI A=1.6 Sx=1.7 rx =1.3 ry=1.8 Kl_ 12 _ 55· rx -1.3 - Kl= 52 =29 ry 1.8 , . . .. :· ' 6.1 K , . . .... · . 8"x8"x3/8" BASE PL W/ (2)-1/2"¢ ANCHORS, 3 1/2" EMB. · ....... ~· . "~~--. . .. "/·. ALL ANCHORS HILTI KWIK BOLT 3 ESR-1385 OR EQUAL. (NO INSPECTION REQ'D) DESIGNED FOR 1 /2 STRESS RACK COLUMNS DESIGNED SUCH THAT IF THE FRONT COL. IS DAMAGED THE REAR COL. HAS EXTRA CAPACITY TO SUPPORT THE FULL LOAD OF THAT BAY, (SEC. 2222-5) 6" Fe=~= 93 (Kl )2 rx F n =F y(1-_£y_ )= 43 KSI 4F8 Pn =Fn xA = 69 K p = .J:n_= 36 K a 1.92 . , BY •. · ........ (}.~ .. .9.r.!A~!A.~ ... . DATE ...... ?::::?.:-:-:.q!?. ........ . SUBJECT. ........ , ......... , ... .,.. RACK DESIGN & ENGINEERING CO. · 412 WE~T BROADWAY, ~UITE #204 GLENDALE, QA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 MOMENT AT BEAM CONNECTION ( 1e e, 12.5 le el 12.5 I I 1e e1 le el I 7 /16"¢ RIVET ·~17 A = . 1 Fy = 79 KSI Va =. 1 x79x.4 = 3 K TYP ua . 7 /16"¢ RIV~T ASTM A354-79 .3 PIN CONNECTOR Ma= 3Kx4"x1 .33 = 1 s"K CONN. TH'K=3/16" TRANSVERSE SEISMIC (OVERTURNING) Mor= ;73 Kx2 x232"x.5x1.15 = 194"K COL. MR· = 4.1 Kx44" = 18Q"K . · UPLIFT = 194-180 = .31 K 44" ASTM A354-79 4 PIN CONNECTOR Ma = 3.0 Kx2x4"x1 .33 = 32"K CONN. TOP LEVEL LOADING Mor= .18 Kx2 x232'~ 83 "K COL MR: 1.2 Kx44": 53 "K UPLIFT = 83-~3 = .68 K 44 · s-SHEET NO •....... _ ................. . ' JOB NO •...... .RP.-:-:-.~.?..?.~ .. BY~ ....... 9.: .. .9.!:!~N!A.~ ... . DATE ...... ?::::~::-:.q~ ....... .". SUBJECT. ........ ! .•.. : ..... • .... ~ •. · LOAD TO DIAGONAL p : 1 KX2 X 62 : 2.3 K COL 54 RACK DESIGN & ENGINEERING CO. 412 .WE~T BROADWAY, ~UITE #204 GLENDALE, CA. 91204 TEL:{818)240-3810 FAX:(818)240-3813 SHEET NO ........... ~ ........... .. . JOB NO •....... ~P.-::-.~.?..?..?. .. _Fy=50 KSI A=.41 Fa= 10.6 KSI t=,07" SEC. A-A · rx=.41 L= 62" CHECK SLAB 6100 # i 5" CONCRETE SLAB 2000 PSI. CONC. ~---.-J==:!:::i::;;:==:L-L..~..:..:1 o:.=.joo PSF. SOIL .. ·. .~. ·: : >·.4·:.-"..-;: 4. ·~ •• ::~·~/; .:~: 6.5" 8" 14.5" 29" n,~ SEC. B-B 6100 = 6 1 a' 1000 . ·6.1x144=878 a" V878 =29" M= ( 1 8 2 /x1 000x t x12 = 2666"# 2Eg 6 = 53 < 1 . s .Jzooo =72 I· ; \ 11/30/2005 11:54 949-263-13HI . . I . 1 ~II NON--SHRINK GROUT EXIST'G SLAB 6" (TYP.) DRILL %"V'x6" HOU~ @ 24" O.C. (@ EACH SIDE: OF PAD) & GROUT AFTER #4 BARS ARE: IN PLACE (TYP.) ,q, KLT ENGINEERS ~LHC:1\~t ,,t " .. A··· ··,q-d .. _,, .. ,. ....... ---/4 /'LA ~}HJ,~, DE:;;1. 1/7 p I J! /;;o /t1~ ~,5o)~ COL. PER PL~ PLATE¾~~W/ 4-¾"~x12 ,~ @ g" GA. SAWCUT (TYP.) • ,q ,d • ~ ' ' . '1 . . A.· . • ,q ,.:1 ' '.:1' .I.'.! ' 2: FTG REB,,RS ~ PER FON PLAN ;,. 1B" MIN. . . ~ . LAP "' .0 • ,11 .. <J • N NATURA. SOIL OR COM :, ACTED FILL SOI. - TIIC DE::: --,----------------------~ DISCLOSE -----IPROPERT\ I FOOTING DETAIL 1 AND SH~ 1\1 PART C:ON!;E"JT -1-----------------------..r.-.----4- SEE PLAN "I.__,, 1, .... '11/22/2005 14:28 (: 949-263-1310 KLT ENGINEERS ! I ~ ! 111-----ll ~ ~ Ii i 11-----' ~ ~a: l L -----------------7 = ~~ I ---•--••-•---•-•••1 l 11. I I I ~g I 111-----ll ! 1 I I l i---------- 1 I I I I I I I I I I I I I --------_____ J __ ~ ~ w VI s@ °: =:Ji CJ ;.:: w 0 ~ CJ ~ ~ ~ ~ ~ !::; a. L -, I I I I I I ! ! I I I I I I --'---- PAGE 03 __J ~ ~ @@ °: ::= ~ tl z w 0 w u Ill ( .-. ,, ;:~ :,;_ .. i :·: ··: f ~ -· .. . , 11/22/2005 14:28 949-253-1310 KLT ENGINEERS 1s• TUBE OR PIPE STEEL COL. SEE PLAN 1'2" MIN. NON-SHRINK GROUT PAD F.F. a:: s (.) ~ 0 w I-~ u. a: 0 @ ~ X (/J a. w Li.I != Q -t" ~ .i:J . -., • 4 4-¾"¢ BARS .. .$" .4 SECTION X-X SEE r-» ON FOUN'a:(r,oN PLAN " d .... ~-,!• .a. 6" . ., . X PAGE 04 M 1114-tJ. ~ t~T t:J~?~ t?e1~/~1 ll 11,~fr& se:Effi • PAD SEE SHEDULE DWG, s-2 FTG@ CONC. PEDESTAL/ 23 , flll,,,;."-,_alfM · t. · ACUSHNET 12/14/05 (E) CONC. WPLL \ __ 2 /JS COIIIT. (£) CONT. FTG. DRILL ~-¢?<6" HOLES~ @ 24" O.C. (0 EACH SIDE OF P>D) & GROUT AFTER i/4 BARS ARE IN Pl.ACE (lYP,) ~,a,u :J --, ,I ff 6 ,SJ £LE'VATUR PIT CLEARANCE SEE ELEVATOR MANUFACTURER 12" THICl< WALL W/ t,4 (H) @ 14" O.C. (STAGG) #4 (V) @ 12" O.C. EA. FACE F'c= 3000 PSI DRILL %"'h6" HOLES O 2-4" 0 1 t. EPOXY GROUT AFTER ;/4 BARS 7, 8 ,. ARE IN PLACE (TYP.)-.......... 6" 6. lYP. t . I ·--.:!· JO~ 1YP,,- .. I ,,. .('.I / (E) CONT. ITG TO BE cum:o -------7 t5 0::: ~ hi(.) bf:..; 6" THICK 'NALL W/ 84 (H) @ \4• 0.C. 414 (V) @12-o.c. .. ., I I I I I ~ ~~ F' c= .3000 PSI 0 •• d ... di .. "' --------' ~~ 0 1-ll::: ct~ ~ ~ 6 0 ·1 · I I er. ·" . ' .4 • b .. .., • -id . "6 ;, . =· . . . ~. . . . • . . . ,__.___ .. j. .. .. . f,f. B" lYP. ... ~ I\J ' ... ~ ' I\J (S) (S) lJ1 ...... (S) .p. w w .p. w I I\J en w I ...... w ...... (S) A r -I ~ H z (Tl !ti (J) iJ J> (j) fTI (S) I\J { --------C8051839 2819 LOKER AV EASTCBAD ACHUSHNET INSTALL STORAGE RACKS Tl COMM Lot#: IHAB RIAD 5(-z'-l(o5 ,--&~ ii ,c '<..Ji (j-"f:--;"j2.e, ··w/,;. .:J-R,tlcf C!"'/c, / f1J2-<-fer,1,-/ }2.e.,701?., i: "·' , ~ ,, 0 ~ -:r/c9-7 Jo~ C-L":'.:) e_ PC.. \\ ' 'c, " (r7-o< ecµc&~ ,, &((llo< ~~ -ro~\\ e, "L .1--y ~@._, ~\dci(iL 1 (oN~ ;t(M,. &f c G(rzX/c>r-(l1tf cY" ~ 1/£/cs-~S u!fl) \hv\CJIJ"~°rJ..J. \\!.O~~~t-,.\O(e. ~-1t~~ I r:~\-,~.). -:;.;.,_:.;, I