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HomeMy WebLinkAbout2840 LOKER AVE E; 101; CB062417; Permit~/ I City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 10-10-2005 Commercial/Industrial Permit Permit No: CB062417 Building Inspection Request Line (760) 602-2725 Job Address: 2840 LOKER AV EAST CBAD St: 101 Permit Type: Tl Sub Type: INDUST 0 NEW Parcel No: 2090820800 Lot#: Status: Valuation: $24,847.00 Construction Type: Applied: Occupancy Group: Reference #: Entered By: Project Title: SELTZER NUTRITIONAL TECH Plan Approved: STRENGTHEN& REARRANGE STORAGE RACKS Issued: Applicant: FENTON HG CO 7577 MISSION VALLEY RD SAN DIEGO CA 92108 Building Permit Add'! Building Permit Fee Plan Check Add'! 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 $215.19 $0.00 $139.87 $0.00 $0.00 $5.22 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Inspect Area: Plan Check#: Owner: FENTON HG CO 7577 MISSION VALLEY RD SAN DIEGO CA 92108 Meter Size Add'! Reel. Water Con. Fee Meter Fee SDCWA Fee CFO 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 HMP Fee TOTAL PERMIT FEES ISSUED 08/23/2006 KG 10/10/2006 10/10/2006 Total Fees: $360.28 Total Payments To Date: $360.28 Balance Due: $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 ?? $360.28 $0.00 Inspector: FINAL APPROVAL ,/' Date: y.,-~J ,(!!lrp Clearance: ------ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which ou have reviousl been iven a NOTICE similar to this or as to which the statute of limitations has reviousl otherwise ex ired. < ' PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad CA 92008 11: PROJECT INFORMATION oU' 40 Lo KER AvE £,qs/-re/Of Address (include Bldg/Suite#} legal Description Lot No. Subdivision Name/Number Existing Use SQ.FT. #of Stories Name Address Cily State/Zip Unit No. FOR OflfffiiKUse C,IUJD.l\' 08/23/2006 001 33 PLAN CA~8i<~o.$~~ Zt//7 EST. VAL. Jll, '?f/7 t.:-i , 0 Plan Ck. Deposit , Validated By_-+-~,,......_,.,=-.....-,....,-- Date _____ _.!,!. __ --=----- Phase No. Total# of units Proposed Use # of Bedrooms # of Bathrooms Telephone# Fax# 13. APPLICANT O Contractor g &)pntforContractor CJ Owner CJ Agen,tf,.,"'o'-'rOw=n,,.,e,,._r ________________ _ Name Address City State/Zip Telephone# (5. CONTRACTOR• COMPANY NAME (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 pennit to file a signed stafylment that he is licensed pursuant to the provisions of the Contractor's license Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$600]). f3A),}-i 1J D1.scQL2u± 8,Ac,I( fa15 C8dn=:-B-tJ,q.y.. b12. &1AWM, (IA o/l3Qol. Designer Name / Address City State/Zip State License# C 6 //iJ 2 Y f.(6. : WORKER'S COMPENSATION _ -_ , -~rs· Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 9F-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~ this permit ls issued. O"'" I have and will maintain worker's compensation, as required by Section 3700 of the labor Code, for the performance of the work for which this permit is issued. My worker's compensation insuran~ca~ and policy number are: / / / Insurance Company S: C ,t.. z= Policy No. /8~ ,.J;Pf''?-20f71;, Expiration Date._...,7'--L.A_/.1,,£'--~tl'_7 ____ _ {THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) CJ CERTIFICATE OF EXEMPTION: I certify that in the performance of the worn 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{$10D,DDD), In add · to the cos compensation, damages are provided for in Section 3706 of the Labor Code, interest and attorney's:::· / °X.SIGNATURE DATE_ /0£.£&1/ 0£ / :._[1._:_~_W_N_ER_-e_u_1_0_-E_R_D_EC_LA_R_AT_1O ____ -________________________ ,., __ -_-_-____ j I hereby affinn 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 d the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale}. CJ 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. D YES CJ NO 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name I 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 I address/ phone number/ /ontractorslicense number}:------------------------------------------- 5. I will provide some of the worn, but I have contracted (hired} the following persons to provide the work indicated (include name/ address/ phone number/ type of worn}: PROPE;RTYOWNERSIGNATURE ___________________________ DATE __________ _ WHITE: File YELLOW: Applicant PINK: Finance ,, PERMIT APPLICATION ' , CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad CA 92008 Page 2 of 2 !COMPLETE THIS=SECTION FOR NON•RESIDENTIAL BUILDING PERMITs:oNLY ~ Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration for or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act'l D YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES D NO Is the facility to ba constructed within 1,000 faet of the outer boundary of a school site? D YES Cl NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. !8. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(1) Civil Code). LENDER'S NAME__________________ LENDER'S ADDRESS ___________________ _ !9. APPLICANT CERTIFICATION . I certify that I have read the application and state that the above Information is correct and that the information on the plans is .iccurate. I agree to comply with all Cify ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE crrv OF CARLSBAD AGAINST ALL LIABILITIES, JUDGEMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations of 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued bylhe building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). APPUCANT'S~GNA'1'0E a,,,,,.,,_~,!,(J;.~ DATE_-'-,/"-_..,_::[}'_-_.,Jt, _____ _ WHITE: File YELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection Request For: 10/19/2006 Permit# CB062417 Inspector Assignment: RB --- Title: SELTZER NUTRITIONAL TECH Description: STRENGTHEN& REARRANGE STORAGE RACKS Type: Tl Job Address: Sub Type: IN DUST 2840 LOKER AV EAST Suite: 101 Location: APPLICANT FENTON H G CO Owner: FENTON H G CO Remarks: Total Time: CD Description Lot 14 Frame/Steel/Bolting/Welding 19 Final Structural -- 0 Act Comment fl --+ Comments/Notices/Hold Associated PCRs/CVs Original PC# Inspection History Description Act lnsp Comments Phone: 0000000000 Inspector: ---- Requested By: BRENT Entered By: CHRISTINE Date 10/13/2006 10/13/2006 14 Frame/Steel/Bolting/Welding 17 Interior Lath/Drywall PA RB SEE JOB PLANS WC RB 1/ I j EsGil Corporation In <Partners/i,ip wit/i, government for (J3ui{aing Safety . DATE: 10/2/06 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 062417 SET: II PROJECT ADDRESS: 2840 Loker Ave. East Suite 101 D APPLICANT ~RIS. D PLAN REVIEWER D FILE PROJECT NAME: Storage Racks for Seltzer Nutritional Technologies D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. cg] 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: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: V Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: 1. Fire Department approval is required. 2. c· y field verify that the path of travel from the handicapped parking space to the rack area a cl the bathrooms serving the rack area comply with all the current disabled access requirem ts. By: David Yao Esgil Corporation D GA D MB D EJ D PC 9/25 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In <Partnersliip witli <Jovemment for (JJui(cfing Safety DATE: 9/6/06 CJ APPLICANT ~ JURISDICTION: City of Carlsbad PLAN CHECK NO.: 062417 SET:I CJ PLAN REVIEWER CJ FILE PROJECT ADDRESS: 2840 Loker Ave. East Suite 101 PROJECT NAME: Storage Racks for Seltzer Nutritional Technologies D D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Brent Battin 825 Crater Oak Dr. Calabasas, CA 91302 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Brent Baltin Telephone#: 323-585-6783 Date co~acted: 1/'1 /Ob(byj.M Fax #: Mail /Telephone . ihax In Person REMARKS: f0 By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC 8/28 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ·, ,.,,,. . City of Carlsbad 062417 9/6/06 ' GENERAL PLAN CORRECTION LIST JURISDICTION: City of Carlsbad 'PLAN CHECK NO.: 062417 PROJECT ADDRESS: 2840 Loker Ave. East Suite 101 DATE PLAN RECEIVED BY ESGIL CORPORATION: 8/28 REVIEWED BY: David Yao FOREWORD (PLEASE READ): DATE REVIEW COMPLETED: 9/6/06 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 062417 9/6/06 ' Please make all corrections, as requested in the correction list. Submit three new complete 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 1. Only the storage racks are included in this plan review 2. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24. 3. 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. 4. 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. 5. Obtain Fire Department approval for groups F, Mand S occupancy storage per UBC Sections 306.8, 309.8 and 311.8. 6. Indicate the clearance from the new racks to the existing building walls and building columns. 7. Note on the plans that the rack design loads will be posted per Section 2222.5. 8. Provide forklift protection per Section 2222.5. (or provide calculation to show the column comply with the exception.) Recheck the "pallet" racks as follows: 9. Recheck all connections on sheet 06-1081A-A as follows: a) The rivet bearing capacity is only dtFu = 0.406(0.0747)65 = 2 kips. b) Provide calculations 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. . City of Carlsbad 062417 9/6/06, 10. Provide calculations for the column weak axis bending plus axial for transverse seismic loading. The axial load is the maximum compression load at the base from vertical plus seismic overturning. The column moment will probably be maximum for the lateral load from the base plate to the first diagonal brace (not only to the first horizontal member). 11. The calculation shows base plate for S/R is 15"x24"x.375" D/R is 1 0"x24"x.375". Detail 1 for S/R and D/R shows different connections at base. Provide calculation to justify the detail 1 is adequate. 12. The dimension for the beam was not clearly specified on sheet 4 or 10 of the calculation. END City of Carlsbad 062417 9/6/0'6 · VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao · PLAN CHECK NO.: 062417 DATE: 9/6/06 BUILDING ADDRESS: 2840 Loker Ave. East Suite 101 BUILDING OCCUPANCY: BUILDING AREA PORTION (Sq.Ft.) storage racks 22384 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb Bldg. Permit Fee by Ordi_~~~~;--3 Plan Check Fee by Ordina-nc~--··3 TYPE OF CONSTRUCTION: Valuation Reg. VALUE Multiplier Mod. 1.11 By Ordinance Type of Review: 0 Complete Review D Structural Only D Repetitive Fee 3Repeats Comments: D Other D Hourly .__ ___ __.I Hour* Esgil Plan Review Fee ($) 24,846 24,846 $215.191 $139.871 $120.51 I Sheet 1 of 1 macvalue.doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER ca Qe--:-2 4t7 DATI <[; (2 1-lo Ca ADDRESS 2-4:iO Lo ¥--Cl\ E-tt;f: · ,::g-l C) / R SIDINTIAL ADDfflGN MINOR ( < $10,000.00) .. PIA~ Ctl..MINO RW CMUIIAD COMPANY STORES·· VILLACB FAIRE .. CGMPLna DFFICB BUILDING . OTHER -------------~--- ENGINEER. DATI ----------~-- ll ' . Carlsbad Fire Department ' FILE COPY Plan Review Requirements Category: HI , HPCSTOR Date of Report: 08-30-2006 Reviewed by: --"""-ll'<--L-~-1--~-- Name: Address: Permit #: US060063 BALTIN DISCOUNT RACK 825 CRATER OAK DR CALABASAS, CA 91302 Job Name: SELTZER NUTRITIONAL TECH. Job Address: 2840 LOKER AV EAST CBAD ftIG@l ffld]TB The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0001610 [MET] ~APPR~r-'jjMus PROJECT HAS BEEN REVIEWED LJ Af•"-·bvED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 08/30/2006 By: GR Action: AP TEL: (909) 869-0989 MATERIAL HANDLING ENGINEERING EST. 1985 STRUCTURAL CORRECTION FOR Seltzer Nutritional Technologies 2840 Loker Ave East Ste 101 Carlsbad, CA 92010 ·s.EIZMIC, INC. PROJECT# 06-1081A DATE: 9/19/2006 . BELOW ARE THE RESPONSES TO THE PLAN CORRECTION SHEET: 2. Provide statement on Title Sheet of plans that this project shall'comply with Title 24. Please see revised layout plan. FAX: (909) 869-0981 3. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which~ exceeds the quantities listed in UBC tables 3-D and 3-E. (~ ) Please see revised layout plan. .. ~ 4. The tenant space and new/or existing facilities serving the remodeled area must be accessible to and functional for~~ physically disabled. Show a path of travel from the handicapped parking spaces to the new rack area and the 'v bathrooms serving the rack area comply with all the current disabled access requirements. Please see revised layout plan. 5. Obtain fire department approval for groups F, Mand S occupancy storage per UBC sections 306.8, 309.8, and 311.8. Applicant to obtain. 6. Indicate the clearance from the new rack to the existing building walls and building. The racks will be 3" from building columns and 12" from building walls. Please see note 9 on revised drawing 06- 1081A-A. 7. Note on plans that rack design loads will be posted per section 2222.5. A hote has been provided on plans requiring that the rack design loads be posted per Section 2222.5. Please see note l 0 on revised drawing 06-I 081 A-A. 8. Provide forklift protection per section 2222.5 (or check the exception) Column guards will be provided on all aisle facing end of row upright post. 9. Recheck all connections on sheet 04-1598A as follows: a) The rivet bearing capacity is only dtFu = .406 (0.0747) 65 = 2 kips. b) Provide calculations for beam bracket weld capacities per section 2330 (allowable weld stress is member thickness times 26 ksi times 1.33 or the weld stress whichever is lower). c) Check the bracket maximum weak axis moment. a) Connectors are not studs, they are shear tabs. The shear tab. capacity of the connection in bearing has been rechecked and is equal to the width of the tab times the thickness of the column times Fu, which equals 0.438 (.075) 65 = 2.130 kips. Please see pages 11, 12 ofstru_ctural calculations to verify. b) bracket weld per section 2330 has been ~hecked. Please see pag~s 11 A, 12A to verify. c) The calculation on p~ges 11, 12 for the connection bracket is taken for the maximum moment in the weak axis. Please see pages 11, 12. l'O. Provide calculations for the column_ weak axis bending plus axial for transverse seismic loading. The axial load is the maximum compression load at the base from vertical plus seismic overturning. The column moment will probably be maximum for the lateral load from the base to the first diagonal brace (not only to the first horizontal member). Calculation for the column in weak axis bending plus axial load for transverse seismic loading has been provided. Please see page SA of structural calculations. 11. The calculation shows base.plate for SIR is 15"xZ4"x.375" DIR is IO"x24"x.375". Detail I for S/R and D/R shows different connections at base. Provide calculation to justify the detail I is adequate. Detail I shows the continuous base plates. The calculations use half the length of the base plate to calculate the adequacy of the plate and bearing pressure on the slab and soil. The size shown in the calculation is the minimum required. 12. The dimension for the beam was not clearly specified on sheet 4 of l O of the calculation. ~alculations pages 4 and 5 show the·manufacturer part number of the beams. Please see calculations page 10 for beam dimensions. Should there be any questions regarding the above responses, please feel free to contact me@ 909-869-0989. Sincerely, 4 r/,.,/. ,,,, ... , ... ·"~0 c./"z,,..7--·· Ta-ching Chang, SEIZMIC Inc. ,, STORAGE RACKS DRIVE-IN RACKS CANTILEVER RACKS MEZZANINES CONVEYORS CAROUSELS PUS! 18/\CK RACKS RACK BUILDINGS SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 STEEL SHEL YING MOVABLE SHELVING STORAGE RACKS MODULAR OFFICES GONDOLAS BOOKSTACKS FLOW RACKS FOOTINGS SEISMIC ANALYSIS STRUCTURAL DESIGN CITY APPROVALS STATE APPROVALS PRODUCT TESTING FIELD INSPECTION SPECIAL FABRICATION PERMIH!NG SERVICES ALASKA. ARIZONA CALIFORNIA COLORADO "CONNECTICUT FLORIDA GEORGIA IDAHO ILLINOIS. lNDIANA KANSAS SEISMIC ANALYSIS 01: STORAGE RACKS FOR SELTZER NUTRITIONAL TECHNOLOGIES 2840 LOKER A VE EAST STE 101 CARLSBAD, CA 92010 Job No. 06-I0SIA SALE. FATEEN, P.E. 9/19/2006 KENTUCKY MARYLAND MASSACHUSETTS MICHlGAN MINNESOTA MISSOURI MONTANA NEBRASKA NEVADA NEW JERSEY NEW MEXICO NORTH CAROLINA OHIO . OKLAHOMA OREGON PENNSYLVANIA TENNESSEE TEXAS UTAH VIRGINIA WASHINGTON WISCONSIN 161 ATLANTIC STREET .* POMONA * CA 91768 * TEL: (909) 869-0989 * FAX: (909) 869-0981 e MATERIAL HANDLING ENGINEERING TEL : (909)869 -0989 FAX : (909)869 -098 I 161 ATLANTIC STREET. POMONA. CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE TABLE OF CONTENTS TABLE OF CONTENTS & SCOPE PARAMETERS COMPONENTS & SPECIFICATIONS LOADS & DISTRIBUTION LONGITUDINAL ANALYSIS COLUMN BEAM BEAM TO COLUMN BRACING OVERTURNING BASEPLATE SLAB & SOIL SCOPE: SELTZER NUTRITIONAL TECHNOU SELTZER NUTRITIONALS 2 TC 9/19/2006 2 3 4 6 7 8 9 11 13 14 15 16 THIS ANALYSIS OF THE STORAGE SYSTEM IS TO DETERMINE ITS COMPLIANCE WITH THE APPROPRIATE BUILDING CODES WITH RESPECT TO STATIC AND SEISMIC FORCES. THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY, WITHOUT ANY FIELD WELDING. ~-· e MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 FAX: (909)869 -0981 161 ATLANTIC STREET. POMONA. CA 91768 PROJECT SELTZER NUTRITIONAL TECHNOLOI FOR SELTZER NUTRITIONALS SHEET NO. 3 CALCULATED BY TC DATE 9/19/2006 THE STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRECTIONS, WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN AND ADJACENT BAYS. . THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYSED IN BOTH THE LONGITUDINAL AND TRANSVERSE DIRECTION. STABILITY IN THE LONGITUDINAL DIRECTION IS MAINTAINED BY THE BEAM TO COLUMN MOMENT RESISTING CONNECTIONS, WHILE BRACING ACTS IN THE TRANSVERSE DIRECTION. CONCEPTUAL DRAWING * TRIBUTAR'( AREt. LEGEND ___ /: ___ _ I 1. COLUMN 2. BEAM 3. BEAM TO COLUMN 4. BASE PLATE 5. HORIZONTAL BRACING l __________ j 6. DIAGONAL BRACING TR.t.NS\/ERSE 7. BACK TO BACK CONNECTOR LONGITUDIN.6.L *ACTUAL CONFIGURATION SHOWN ON COMPONENTS & SPECIFICATIONS SHEET e MATERIAL HANDLING ENGINEERING TEL : (909)869 -0989 FAX : (909)869 -0981 161 AT! ANTIC STREET POMONA CA 91768 J . COMPONENTS & SPECIFICATIONS : S/R ANALYSIS PER CHAP 22, DIV X OF THE 200 I CBC ' LEVELS =3 HI =60 in · r· H2 =60 in 1-13 =60 in PANELS= 4 H3 + LIVE LOAD= 5000 lbs. FRAME HEIGHT= 180 in. H FRAME DEPTH= 42 in. H2 t BEAM LENGTH= i 02 in. ZONE= Zone 4 (Na~-I) H1 TYPE= Sf:',;GLE ROW I MANUFACTURER= HANNWAL ' ,, / COLUMN OK 2C/3x3x12ga Steel= 55000 psi PROJECT SELTZER NUTRITiONAL TECHNOLOG . FOR SELTZER NUTRITIONALS SHEET NO. 4 CALClJLATED BY TC DATE 9/l 9/2006 W3 ' I YI= 42 in WI =5000 lbs. '-., Y2 =42 in W2 =5000 lbs. ' ' ' W3 =5000 lbs. Y4 . ''-, Y3 = 42 in ' + "··"' Y4=36in / W2 y~ + H '-, Y2 "'"' W1 + 1/ Y1 L ' ' L ,~ ~o--:f BEAM @ Level 1 CONNECTOR@ Level 1 OK OK 41140 , ·FOUR PIN CONNECTOR Steel = 55000 psi Stress =55% Stress =81% Max Static Capacity= .5052 lb. Static Stress= 99% Seismic Stress= 54% COLUMN BACKER BEAM @ Level 2+ CONNECTOR@ Level 2+ OK OK 41140 THREE PIN CONNECTOR None Max Static Capacity= 5052 lb. Stress= 65% Stress= Static Stress= 991% Seismic Stress = 36% BRACING SLAB&SOIL OK OK Slab = 5" X 2500 psi ~OTOK HORIZONTAL DIAGONAL Soil Bearing Pressure = l 000 psf 1-1/2 X 1-1/2 X 16ga 1-1/2 X 1-1/2 X l6ga Slab Puncture Stress = 49'¼, Stress= 33% Stress= 67% Slab Bending Stress= l 02% BASE PLATE ANCHORS OK HILT! KB III 0.5 Dia. X 3.5 Min. Embd. OK 15 in X 24 in X 0.375 in Pullout Capacity = 905 lbs. Steel= 36000 psi Shear Capacity= 1867 lbs. MBase = 8000 in. lb. · No. Of Anchors = 4 per Base Plate Stress = 59'% Anchor Stress= 73%, e PROJECT SELTZER NUTRITIONAL TECHNOLOG FOR SELTZER NUTRITIONALS MATERIAL HANDLING ENGINEERING SHEET NO. 5 · CALCULATED BY TC TEL: (909)869 -0989 FAX: (909)869 -0981 161 ATLANTIC STREET POMONA CA 91768 ' DATE 9/19/2006 COMPONENTS & SPECIFICATIONS : D/R ANALYSIS PER CHAP 22. DIV X OF Tl-IE 2001 CBC ' ,, T W3 ' LEVELS=3 HI =60 in WI =5000 lbs. r I H2 =60 in W2 =5000 lbs. H3 =60 in -W3 =5000 lbs. Y4 = PANELS= 4 H3 + t LIVE LOAD= 5000 lbs. - W2 I \ FRAME HEIGHT= !80 in. Y3 + H H2 H FRAME DEPTI-1 = 42 in. t I W1 Y2 BEAM LENGTH= 9() in. + -,---- ZONE= Zone -t (;-.Ja '" I) I/ H1 Yi TYPE= INTERCONNECTED I l = \ ' ~ MANUFACTURER= HANl\rnAL ' ' ,~ L ,r ~o-,}}-o-,r COLUMN · BEAM @ Level 1 CONNECTOR@Level 1 OK OK 2C/3x3x I 2ga 41140 FOUR PIN CONNECTOR Steel = 55000 psi Steel= 55000 psi Stress= 56'½, Stress =81 %, Max Static Capacity= 5558 lb. Static Stress = 90%1 Seismic Stress = 56% Yl = 42 in Y2=42in Y3 = 42 in Y4= 36 in OK COLUMN BACKER BEAM @ Level 2+ CONNECTOR@ Level 2+ OK OK 41140 THREE PIN CONNECTOR None Max Static Capacity= 5558 lb. Stress= 68% Stress= Static Stress = 90"1<i Seismic Stress = 38'¼, BRACING SLAB & SOIL OK OK Slab= 5" X 2500 psi OK HORIZONTAL DIAGONAL Soil Bearing Pressure= 1000 psf 1-1 /2 X 1 -1/2 X l 6ga 1-1 /2 X 1-1/2 X l 6ga Slab Puncture Stress = 41 '¼, Stress = l 70/41 Stress = 34 % Slab Bending Stress= 76% BASE PLATE ANCHORS OK HILT! KB III 0.5 Dia. X 3.5 Min. Embd. OK 10 in X 24 in X 0.375 in Pullout Capacity= 905 lbs. Steel = 36000 psi Shear Capacity= 1867 lbs. MBase = 8000 in. lb. No. Of Anchors= 2 per Base Plate Stress= 34%> Anchor Stress= 12%, e MATERIAL HANDLING ENGINEERING TEL : (909)869 -0989 FAX : (909)869 -0981 161 ATLANTIC STREl~T. POMONA CA 91768 .. COADS AND DISTRIBUTION: SIR PROJECT FOR SHEET NO. CALCULATED BY DATE SELTZER NUTRITIONAL TECHNOLO1 SELTZER NUTRITIONALS 6 TC 9/19/2006 ELn ~ D.etermines Seismic Base Shear per Section 2228.5, Chap 22, Div X of the 200 I CBC. I Fn B5 ---;~ FS SEISMIC ZONE: Zone 4 Ca: Number Of Levels: 3 I: wLL (Sum of live loads): 15000 lbs .Na: wDL (Sum of dead loads): 3001bs Rw (Longitudinal): TOTAL FRAME LOAD: 15300 lbs Rw (Transverse): LONGTUDINAL DIRECTION n: 2 2 .5 · Ca · Na · I ( ll'LL DL ) = --+11• R1r · I .4 11 (2.5X0.44X IX I X((I5000/2)+300))/(5.6X 1.4) n: I 0.44 1.00 1.00 5.60 4.40 V --+--+.::-+-t::-*- EL4 1------i ----r F4 EL3 1------i-F3 EL2 t----<-F2 ELI F1 o, n• TRANSVERSE DIRECTION _ 2 .5 · Ca · Na · I ( wLL DL ) ---+ 1V ; Rll' ·1.4 11 (2.5 X 0.44 X I X I X ((15000/1) + 300)) / ( 4.4 X 1.4) VLong: 1094 lbs VTrans: 2732 lbs F ~v[ W,li, J ' I:w,H, hx LONGITUDINAL TRANSVERSE Levels wx 11\hx ,t; w X wxhx f, I 60 2,600 156,000 182 5,100 306,000 455 2 120 2,600 312,000 365 5,100 612,000 911 3 180 2,600 468,000 547 5,100 918,000 1,366 936,000 1094 lbs 1,836,000 2732 lbs e MA'rERIAL l-IANDLING ENGINEERING TEL: (909)869 -0989 FAX : (909)869 -0981 161 ATLANTIC STREET. POMONA. CA 91768 LONGITUDINAL ANALYSIS: SIR PROJECT· SELTZER NUTRITIONAL TECHN.OLO FOR SELTZER NUTRITIONALS -SHEET NO. 7 CALCULATED BY TC DA TE 9/19/2006 THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXU_RE OF THE COLUMNS ASSUMED AT MID-HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR CLOSER TO THE BASE_ (OR AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT CARRY MOMENT). Nfflppa + M,_ower = Mcmm'I/' + Mcm111'/.' M_('m111'/I' = Mcmm'I-' },,f ( ·,1110 • 2 = M 1 lpper + M /,ow<'I' M ~ ( Mu,,1wr + M /,oll'er ) < 'm111 2 + M /in,!., V V, -'-0/1,1!. /'o/ -2 547 lbs Ml-lase= 8000 in/lb LEVELS hi 1 58 2 60 3 60 SAMPLE CALC. Ml-I =(~'o/ ·h;)-MBa.,e Mhin/.1 = 4308 in/lb ,t; 91 182 274 = (547 lbs X 58 in) -8000 in/lb= 23,726 in/lb FRONT ELEVATION AXIAL LOAD MOMENT Mconn 7,650 23,726 23,011 5,100 13,680 15,258 2,550 8,220 8,418 e PROJECT SELTZER NUTRITIONAL TECHNOLOC FOR SELTZER NUTRITIONALS MATERIAL HANDLING ENGINEERING TEL : (909)869 -0989 F/\X : (909)869 -098 I l 6 l ATLANTIC STREET. POMONA. C/\ 91768 COLUMN ANALYSIS : S/R SHEET NO. 8 CA LC ULA TED BY TC DATE 9/19/2006 ANALYZED PER DIV VII, CHAP 22 OF THE 200 I CBC. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. P = 7650 lbs M = 23726 in/lb Ks·Lx 1.2 X 58in / 1.3 l2in 53 Rx K.r ·L1• = I X 42in / I .064in R.r = 39.5 TI 2E F =-,-----,.-,. (k · l / \2 , ·rMaxl 103.5 KSI = 28 KSI 2 Since : Ft' > F_1. /2 KL -1',1ax R 53 _ ( _ Fr J 55 KS! X [I -55 KS!/ (4 X 103.4595KSI)] F,, -F1• 1 · 4 · F,, 47.7 KSI Pn = Ae.ff · F,1 p = P,I " Qc p ?,, Flexure Since: i_ > 0.15 P,, 0.88 in/\2 X 47.7 KS! 41968 lbs/ 1.92 0.35 P A1 Check:-+-·-" :::;l.33 P,1 Max 419681bs 218581bs Myeild =My= S,. · Fr 1.0 I Jn/\3 X 55000 PSI 55550 in/lb lvf 1. A.fax=-· Qf TI 2EI Pcr=----(Kl)Max2 55550 I 1.67 33263 in/lb = (3.14159)A2 X 29500 KSI / (69.6in.)A2 Jl,. = / ( p ) 1/ I -Qc · ----; Per = (I /(1-(1.92 X 7650 lb/91358 lb)))A-I 91358 lbs 0.84 (7650 lb/ 21858 lb)+ (0.85 X 23726 in/lb/ 33263 in/lb X 0.84) = 1.07 < 1.33 (81 %) [; SECTION PROPERTIES A : 3 in B : 3 in C t : 0.105in Aeff: 0.88 in/\2 Ix : 1.52 in/\4 Sx : 1.01 in/\3 Rx : l.312in Jy : I in/\4 Sy : 0.659 in/\3 Ry : 1.064 in Kx : 1.2 Lx : 58 in Ky :1 Ly : 42 in Fy : 55 KS! E : 29500 KS! Qc: 1.92 Qf: 1.67 Cmx: 0.85 Cb: 1 MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA, CA 91768 COLUMN ANALYSIS: CROSS AISLE LOADS PROJECT SELTZER NUTRITIONAL TECHNOLOG'l FOR SELTZER NUTRITIONALS SHEET NO.. SA CALCULATED BYTC DATJ:; 9/19/2006 . ANALYZED PER DIV X, CHAP 22 OF THE 2001 CBC. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. COMBINED BENDING AND AXIAL LOAD@ BOTTOM OF COLUMN FOR WEAK AXIS SENDING. AXIAL Pstatic= 1,700 LB Pseismic= 23726IN-LB/42 IN = 565 LB Ptotal= 2,265 LB My= V*h = 547 LB* 8 IN = 4,376 IN-LB KxLx/rx = 1.2*42 IN/1.312 IN = 38.4 KyLy/ry = 1*42 IN/1.064 IN = 39.5 <=== (Kl/r)max V= 547 LB . Mseismic= 23,726 IN-LB h= 8.0 IN DEPTH= 42 IN Fe= TT112E/(KL/r)rnaxA2 (EQ C4.1-1) = 186.9 KSI Fy/2= 27.5 KSI SINCE, Fe> Fy/2 THEN, Fn= Fy(1~Fy/4Fe) (EQ. C4-3) . = 55 KSl*[1-55 KSl/(4*186.9 KSI)] FLEXURE = 51.0 KSI Pn= Aeff*Fn . (EQ C4-2) = 44,838 LB Qc= 5/3 + (3/8)*R -(1/8)*R113 = 1.80 Pa= Pn/Qc (EQ C4-1) = 44838 LB/1.80347062861948 = 24,862 LB P/Pa= 0.09 < 0.15 CHECK: Pl.Pa+ Mx/Max :s 1.33 (EQ C5-3) Pno= Ae*Fy = 0.88 IN 112 *55000 PSI = 48,400 LB Pao= Pno/Qc = 48400 LB/1.80347062861948 = 26,837 LB Myield=My= Sy*Fy = 0.659 IN113 * 55QOO PSI = 55,550 IN-LB Max= My/Of = 55550 IN-LB/1.67 = 33,263 IN-LB Per= TT112El/(KL)max112 = TT112*29500 KSl/(1.2*42 IN)A2 = 174,223 LB Pcol ,r~---· --DEPTH ------,,r1l SIDE ELEVATION B u ., SECTION PROPERTIES A= 3.0 IN B= 3.0 IN c~ t=0.105IN Aeff = 0.880 IN 112 Ix= 1.520 IN/\4 Sx = 1.010 IN113 rx = 1.312 IN ly = 1.000 IN114 Sy= 0.659 IN113 ry = 1.064 IN Kx = 1.2 Lx = 42.0 IN Ky= 1.00 Ly= 42.0 IN Fy= 55 KS! E= 29,500 KSI Of= 1.67 Cmx= 0.9 Cb= 1.0 µx= {1/[1-(Qc*P/Pcr)]Y-1 = {1/[1-(1.80347062861948*2265 LB/174223 LB)]}A-1 THUS, = 0.98 - (2265 LB/24862 LB)+ (4376 IN-LB/33263 IN-LB)= 0.22 < 1.33, OK (EQ C5-3) e MATERIAL HANDLING ENGINEERING ·TEL: (909)869 -0989 FAX: (909)869 -0981 16 l ATLANTIC STREET. POMONA. CA 91768 BEAM ANALYSIS : S/R PROJECT SELTZER NUTRITIONAL TECHNOLOC FOR SELTZER NUTRITIONALS SHEET NO. 9 CALCULATED BY TC DATE 9/19/2006 BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABLIZE THE SYSTEM, AL THOUGH IT DOES NOT PROVIDE FULL FIXITY. THUS, THE BEAMS WILL BE ANALYSED ASSUMING PARTIAL END FIXITY. FOR THE COMPUTATION OF BEAM TO COLUMN MOMENT CAPACITY, THE PARTIAL END FIXITY MOMENT OF THE BEAM WILL BE ADDED TO THE LONGITUDINAL FRAME MOMENT FOR THE ANALYSIS OF THE CONNECTION. EFFECTIVE MOMENT FOR PARTIALLY FIXED BEAM For a simply supported beam, the max moment at the center is given by WL O /s . An ·assumption of partial fixity will decrease this maximum moment by the following method. Percentage of End Fixity = 20% MCenter = MCenter(Simple ends) -0*MCenter(Fixed ends) ¢= 0.2 J!Vl 2 /8 -& . WI 2 /12 )= 0.108· rVf Reduction Coefficient r = O. l 08/0.125 0.867 Mcen,er = /} · Wl 2 /8 =0.867. Wl 2 /8 -----L ~~---.......... MHnd, = ¢ · MAta.r{FixedEnds) = W/2 /12 · 0.2 = 0.0167 -Wz2 Ii-·------1------ EFFECTIVE DEFLECTION FOR PARTIALLY FIXED BEAM For a simply supported beam, the max deflection at the center is given bys wt "/384 El An assumption of partial fixity will decrease this maximum deflection by the following method. · 5Wl4 l!i.M,r.r = /J. 384 · E · I .t LiveLoad ! lvl = 5000 lbs DeadLoad I lvl =4lb/ft X 2 X (102/12 = 68 lbs MC<'/1/l'r = 0.108* wz2 M 0.0167* Wz2 l:nd, = ~ 2800 I in/lb = 4308 in/lb F;, = 0.6 · ~-= 33000 PSI FB 01_ = 33000 PSI TYPICAL BEAM FRONT VIEW e MA 'fERIAL HANDLING ENGINEERING ' TEL: (909)869 -0989 FAX: (909)869 -0981 16! ATLANTIC STREET. POMONA CA 91768 BEAM ANALYSIS : SIR MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON: I. MAXIMUM MOMENT CAPACITY F;, = M/Sx FB -/J . (w12 /8) ur -S' S.. X FBFf( · 16· S, Max.Wei a-ht I !vi = ' · · · a o /J·L . = ((33000 X 16 X 0.96236) / (0.867 X l 02)) X 0.875 = 5052 lbs/Iv! 2. MAXIMUM ALLOW ABLE DEFLECTION fia/1011· = L/180 = 0.567 In 5Wl4 b.=---·/J 384-E·l X 384·E ·l ·l:i Max.We;ght I lvl = x Attoll' • £3 5-40 PROJECT SELTZER NUTRITIONAL TECHNOLOG FOR SELTZER NUTRfTIONALS SHEET NO. 10 CALCULATED BY TC DA TE 9/19/2006 J = 2.10571 in"4 S = 0.96236 in"3 X X , ~, =55000 PSI a(impactCoefjicient) = 0.875 /J = 0.867 0 = 0.2 L(Length) = ·102 in L11 = 102 in Step= 1.625 in BeamThickness = 0.0747 i BeamDepth = 4.125 in Top Width= 1.75 in Bottom Width= 2.75 in == ((384 X 29000000 X 2.10571 X 0.567) / (5 -(4 X 0.2))) X 102"3 = 5963 lbs/Iv I MAXIMUM ALLOW ABLE LIVE LOAD PER LEVEL= 5052lbs/lvl BeamStress = 99% ALLOWABL;E AND ACTUAL BENDING MOMENT AT EACH LEVEL M.\·wi"· = Wt1 /8 M flll!'lll'I = M,\'/Cltic * 1.125 Level Mstatic Mlmpact M Allow,Static 1 28001 31501 31758 2 28001 31501 31758 3 28001 31501 31758 M,\'e1s111ic = MC:011n Mseismic 23011 15258 8418 M Allow,Srn1111c = Sx * F;, * 1.33 M Allow,Se1smic 42344 42344 42344 Result GOOD GOOD GOOD e PROJECT . SELTZER NUTRITIONAL TECHNOLO< FOR SELTZER NUTRITIONALS MATERIAL HANDLING ENGINEERING SHEET NO. 11 CALCULATED BY TC TEL : (909)869 -0989 FAX : (909)869 -0981 161 ATLANTIC STREET. POMONA. CA 91768 DA TE 9/19/2006 BEAM TO COLUMN ANALYSIS : SIR CONNECTION CAPACITY DEPENDS ON THE FOLLOWING PARAMETERS: l. SHEAR CAPACITY OF PIN P;nD;ameter = 0.4381n. F_,. = 55000 PSI A D . ? I1 Shear = Tamefer-• 4 = P_,hec1r = 0.4 · F_,. · Ashear = 0.4 X 55000 X 0.1507 in/\= 3315 Ibs V AT LEVEL 1 2. BEARING CAPACITY OF PIN CohonnThickness = 0.105 II 1/.!" ~-~~-C 1/.!" F,, = 65000PSJ 0= 2.22 a =2.22 P13,,urmg =a· P,, ·Dia.· Col.Thickness/Q = 2.22 X 65000 X 0.438 X 0.105 I 2.22 = 2989 lbs 3. MOMENT CAPACITY OF BRACKET EdgeDist. = l.0ln. PinSpacing = 2 In F = 55000 PSI ,1 C= I'i+P2+~+P,. 1:.1," = 0.1791n. S0 ,p = 0.127 Jn3 = I'i +I'i(4.5/6.5)+Pi(2.5/6.5)+Pi(.5/6.5) = Pl X2.154 11(.a,,aclfy = Set,,, · Flit!lld/11/!, -0.127 InA3 X .66 X Fy = 4610 in-lb C · d = Mcapad(i· = 2.154 Pi ·d T 3" d = EdgeDist /2 = 0.5 I'c·up = M('upac,11 /( 2.154 · d) "." 4610 I (2.154 X 0.5) = 4280 lbs l t=7ga .__....__..,__~I ,r--1-5/8" ~ MINIMUM VALUE OF Pl GOVERNS Pi = 2989 lbs Mconn-.-1//mr = [J; *6.5]+[-Pi *(4.5/6.5)*4.5]+[.fi *(2.5/6.5)*2.S]+[Pi *(.5/6.5)*.5]*1.33 = 42200in-lb > 23011 in-lb OK .) PROJECT SELTZER NUTRITIONAL TECHNOLOG'i FOR . SELTZER NUTRITIONALS SHEET NO. llA MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA, CA 9176$ CALCULATED BY TC DATE 9/19/2006 STEP BEAM WELD SECTION PROPERTIES & CAPACITIES SCOPE: DETERMINE THE EFFECTIVE SECTION PROPERTIES OF THE MEMBER WELD SHOWN BELOW. THE EFFECT OF THE ROUNDED CORNERS ARE TAKEN INTO ACCOUNT.· ----., • I I I _____ "] TYPE "8" WELD ---~, --- TYPE "C" WELD TYPE "D" WEL[ TYPE "A" WELD BEAM & WELD INFO A= 4.125 IN B= 2.75 IN C= 1.75 IN D= 1.625 IN t-weld* = 0.188 IN Fu-weld= 70,000 PSI Fy-base metal: 55,000 PSI· WELD TYPE TYPE "D" WELD • rC+E~ r ,-~] A l 4c.G F f :t-=--==--==~-==~-==~-===w=~E=_L=~D=~s=_E=~c=~T=~IO=~N==-=p==RO=--=PE=~R=_T=~IE=~s==-==--==--==--==--==---1 . _l_Yl-BAR 0.188 INCH THICK, TYPE "D" WELD AREA=j2.578 IN"2 MOMENT CAPACIT~69,841 IN-LB ~ ~ Sx=l2.50 IN"3 I EFFECTIVE SECTION PROPERTY FOR WELD* B * TAKES INTO ACCOUNT. 0.7071 REDUCTION FACTOR. 1 ELEMENT I WIDTH I HEIGHT ·1 Y-BAR ELEM. I 1 2.7500 IN 0.1875 IN 0.0938 IN 2 0.1875 IN 4.1250 IN 2.0625 IN 3 1.7500 IN 0.1875 IN 4.0313 IN 4 0.187,51N 1.62501N 3.31251N 5 1.0000 IN 0.1875 IN 2.4063 IN 6 0.1875 IN 2.5000 IN 1.2500 IN WELD MOMENT CAPACITY UNDER SEISMIC LOADING Fbase-metal= 0.6*Fy-base metal = 33,000 PSI Fweld= 0.3*Fu = 21,000 PSI Feffe9tive= 21,000 PSI CAPACITY= Feff * Sx-weld * 1 .. 33 = 21000 PSI* 2.501 IN"3 * 1.33 =169,841 IN-LB I IAREA= AREA I )'-BAR 0.5156 IN"2 0.7734 IN"2 0.3281 IN"2 0.3047 IN"2 0.1875 IN"2 0.4688 IN"2 2.5781 IN"2 y bar= 1.944 IN Ix= I I 1.7673 IN"4 1.1075 IN"4 1.4300 IN"4 0.6374 IN"4 0.0406 IN"4 0.4701 IN"4 5.4529 IN"4 I e MA:rERIAL HANDLING ENGINEERING TEL: (909)869 -0989 FAX: (909)869 -0981 161 ATLANTIC STREET. POMONA. CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE BEAM TO COLUMN ANALYSIS : S/R coNNEc'l'ION CAPACITY DEPENDS ON THE FOLLOWING PARAMETERS: l. SHEAR CAPACITY OF PIN PinDiameter = 0.438/n. F,. = 55000 PSI A D . , IT .\11ear = zameter-. 4 = 0.1507 jnA2 P,\11<'t1r = 0 · 4 · F_r · Ashear = 0.4 X 55000 X 0.1507 in"2 = 2. BEARING CAPACITY OF PIN ColumnThickness = 0.105 F,, = 65000PSI Q=2.22 a= 2.22 3315 lbs SELTZER NUTRITIONAL TECHNOLC SELTZER NUTRITIONALS 12 TC 9/19/2006 AT LEVEL 2 AND ABOVE P,karmg =a· F,,.· Dia.· Col.Thickness /Q = 2.22 X 65000 X 0.438 X 0.105 I 2.2 = 2989 lbs 3. MOMENT CAPACITY OF BRACKET EdgeDist. = l .0/n. PinSpacing = 2 In F_ .. = 55000 PSl C= T('f,p = 0.179 In. S('f,p = 0.127 f1i -f>i +Pi(2.5/4.5)+f>i(.5/4.5) Mc11pacil1· = s('/ip • FBemlmg = 0.127 ln"-3 X .66 X Fy = 4610.1 in-lb C·d=M01pac,1_r = 1.66 ,Pi -d d = EdgeDist/2 -0.5 ~-1,I' =Mn,pa<'i(,./(1.66 ·d) = 4610.1 /(1.667X0.5) = 5531 lbs MINIMUM VALUE OF Pl GOVERNS Pi= 2989 lbs Mcmm-.-111""" = [Pi *4.5]+[Pi *(2.5/4.5)*2.S]+[Pi *(.5/4.5)*.5]*1.33 = 23631 in-lb > 15258in-lb OK = Pl X l.667 T 3" l t=7ga ,__...___,__~I ,f-1-5;8" -} PROJECT SELTZER NUTRITIONAL TECHNOLOG~ FOR . SELTZER NUTRITIONALS SHEE;T_ NO. 12A MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA, CA 91768 CALCULATED BYTC DATE 9/19/2006 STEP BEAM WELD SECTION PROPERTIES & CAPACITIES SCOPE: DETERMINE THE EFFECTIVE SECTION PROPERTIES OF THE MEMBER WELD SHOWN BELOW. THE EFFECT OF THE ROUNDED CORNERS ARE TAKEN INTO ACCOUNT. ----., I I I L_.:._I ----~--- TYPE "A" WELD ----, . -----J ----, --- ,. . TYPE "B" WELD TYPE "C" WELD TYPE "D" WEL[ BEAM & WELD INFO A= 4.125 IN B=·2.75 IN C= 1.75 IN D= 1.625 IN t-weldf' = 0.188 IN Fu-weld= 70,000 PSI Fy-base metal: 55,000 PSI WELD TYPE "TYPE "A" WELD -., ! r C+ E7 r . -r 1--- \t::==:::w-- A l 4c.G F t I- ~=-:_~=,=-_:=.,.,,_:=:-:_=== _:=:-::-w=-:E=,,,.L==D=-=s="'::· .E=,.,.c=.,.,..T=,,..,.IO==N=~ _P:R=-0=-_P=E=-R=-T=_IE=-s=--=='--==--==--==--==-I I_Yl-BAR 0.188 INCH THICK, TYPE "A" WELD __l AREA=l1.242 IN112 MOMENT CAPACl7l18,079 IN-LB ~ ~ Sx=I0.65 IN113 . . I . EFFECTIVE SECTION PROPERTY FOR WELD* B * TAKES INTO ACCOUNT 0.7071 REDUCTION FACTOR. I ELEMENT : I WIDTH I HEIGHT I Y-BAR ELEM. I AR~A I Y-BAR I 1 0.0000 IN 0.0000 IN 0.0000 IN 0.0000 IN 112 2 0.1875 IN 4.1250 IN 2.0625 IN 0.7734 IN112 3 0.0000 IN 0.0000 IN 0.0000 IN 0.0000 IN112 4 0.0000 IN 0.0000 IN 0.0000 IN 0.0000 IN112 5 0.0000 IN 0.0000 IN 0.0000 IN 0.0000 IN112 6 0.1875 IN 2.5000 IN 1.2500 IN 0.4688 IN112 0.0000 IN114 1.1694 IN114 0.0000 IN114 0.0000 IN114 o.opoo 1w4 0.3641 IW4 LAREA= 1.2422 IW2 --------- WELD MOMENT CAPACITY UNDER SEISMIC LOADING Fbase-metal= 0.6*Fy-base metal = 33,000 PSI Fweld= 0.3*Fu = 21,000 PSI Feffective= 21,000 PSI CAPACITY= Feff * Sx-weld * 1.33 = 21000 PSI * 0.647 IN113 * 1.33 =I 18,079 IN-LB ! y bar= 1.756 IN Ix= 1.5335 IN114 e M/\-TER!J\L HJ\NDLING ENGINEERING TEL : (909)869 -0989 FAX : (909)869 -0981 161 ATLANTIC STREET. POMONA CA 91768 TRANSVERSE ANALYSIS: BRACING: SIR PROJECT FOR SHEET NO. CALCULATED BY DATE SELTZER NUTRITIONAL TECHNOLO< SELTZER NUTRITIONALS 13 TC 9/19/2006 IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSION AND COMPRESSION. WHORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE DONE ON THE DIAGONAL MEMBER AS IT WILL GOVERN. DIAGONAL BRACING : COMPRESSION MEMBER . Ldiag = ~(L-6)1 +(D-(2-BCol))2 = 50.9" v; f. 1,'trans · LDiag C..lCW.., = C D k-1 rMin Fr F >-" 2 ( 1 X 50.9117) / (0.527) ~ ( Fr J ]-<II= F_\' 1--·-~ 4-F,. P,, = Area · F;, Qc = 1.92 p = P,, a Qc Brace Stress = VDiag pa = 3864 lbs = 96.6 In = 30667.8 PSI = 27500 = 55000 X (I -(55000 I (4 X 30667.84) = 30.3 KSI =8374 Ibs =4361 lbs = 0.89 < 1.33 (67 %) 111 0 -,-1 r ,.,. v""l f ;..,- --::---'-t l==============I I Pma, ;:;::f _IV SIDE ELEVATION Panel Height (L) = 42 In Panel Depth (D) = 42 In Column Depth (B) = 3 In Clear Depth (D -2*8) = 36 e PROJECT SELTZER NUTRITIONAL TECHNOLOC FOR SELTZER NUTRITIONALS MATERIAL HANDLING ENGINEERING TEl7 : (909)869 -0989 FAX : (909)869 -098 l 161 ATLANTIC STREET. POMONA. CA 91768 OVERTURNING ANALYSIS : SIR SHEET NO. 14 CALCULATED BY TC DATE 9/19/2006 ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 2228.7.1 OF THE 2001 CBC. FULLY LOADED Total Shear = 2732 lbs MO\'( = v;/'l/11,\ • Ht· l .15 M(J\'I = 2732 X 140 X l. 15 439852 in/lb M.,1 = I2(wf' +.85wDL)-d/2 M_,, = ( 15000+(.85 X 300)) X 42/2 320355 in/lb P. -I(Mm•/ -Ms, ) Up/./ft -d TOP SHELF LOADED Shear = 946 lbs M == 946 X 180 X I. 15 (}l'{ Ms,= I:(w" +wDL)·d/2 (439852 -320355) I 42 2845 lbs. 195911 in/lb M,., = (5000 + (.85 X 300)) X 42 /2 110355 in/lb P, _ l(Mm·t -Ms/) UpUfi -. d ANCHORS No. of Anchors : 4 Pull Out Capacity: 905 Lbs. Shear Capacity : 1867 Lbs. (195911-110355)/42 2037 lbs. COMBINED STRESS Fullv Loaded = (2845 / 905 X 4))+ ((2732 /2)/(1867 X 4)) = 0.73 ToD Shelf'Loaded = (2037 I (905 X 4))+ ((946 /2)/(1867 X 4)) = 0.4 USE 4 HILT! KB Ill 0.5 Dia. X 3.5 Min. Embd. Anchors per BasePiate. w e MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 FAX : (909)869 -0981 161 ATLANTIC STREET. POMONA. CA 91768 BASE FLA TE ANALYSIS : SIR -PROJECT FOR SHEET NO. CALCULATED BY DATE SELTZER NUTRITIONAL TECHNOLOC SELTZER NUTRITIONALS 15 TC 9/19/2006 THE BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (IF ANY). THERE ARE 3 CRITERIA IN DETERMINING Mb. THEY ARE 1. MOMENT CAPACITY OF THE BASE PLATE, 2. MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3. Vcol*h/2 (FULL FIXITY). Mb rs THAT SMALLEST VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. I'r.·01 M/iase 7650Ibs 8000 in/lb Base Plate Width (B) Base Plate Devth (D) Base Plate Thickness (t) 21.3 PSI = 8.9 PSI 7.11 PSI 1.78 PSI ? ? wb1-b1-[ ] M" = -2-= 2 . .t;, + /1,1 + .67 fi,2 Af 499.83 in/lb JI J, l · f 2 SRa.l'e =-6- FHase = .75F'_1• • l.33 F;, S Hase • ~ia.w ANCHOR TENSION 0.02 in/cb 36000 PSI 0.59 No. ofAnchors Resistinz Tension (n) = 2 IMo T ·d2 = Mnase -(I'c·o/ ·(b/2)) = 0 <= 1 OK NEGATIVE. THEREFORE NO TENSION = 15 in b 3 in 24 in bl = 0.375 in Fv (base) 6 in 36000 PSI t+:~ ra 1111 l l I 1J 1 1b e MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 FAX: (909)869-0981 16 l ATLANTIC STREET POMONA. CA 91768 SLAB AND SOIL: S/R PROJECT FOR SHEET NO. CALCULATED BY DATE SELTZER NUTRITIONAL TECHNOLOC SELTZER NUTRITIONALS 16 TC 9/19/2006 THE SLAB WILL BE CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND WILL ACT AS A FOOTING. PUNCTURE P,.,afic = 7650 lbs Mo, = 439852 in-lb P,11ar = 1.1 · (1.2 · P.,wi,c + 1. 0 · (M111 Id)) * = 21618 lbs F,,1111CI = 2: ffe .1;. P,11(1.\" =--~- F;, A p1111cl • F1,1111cl SLAB TENSION A _ P,11ax -144 .\Oil -1 3 3 · f' . • J.wul L = ~A_"''' L-B b=-- 2 M wb2 -1.33. f,.oil • b2 CO/IC =-2-144•2 1 · t2 scone =6 F;_.()/1(' = 5¢-[J: NOTOK = JOO PSI = ~ 440 sq. in. = 0.49 = 2341 sq. in. = 48.38 in = 23.97 in = 12.2 in = 688 in-lb = 4.17 cb. in. = 162.5 PSI = 1.02 p /_,,) V - " / "" I' t ' iJL. b / I/ B ; II L , ; B = 15 in w = 24 in Frame Devth d = 42 in CONCRETE f'c = 2500 PSI t = 5 in ¢ = 0.65 SOIL {soil = 1000 PSF STORAGE RACKS STEEL SHEL YING SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985. DRIVE-IN RACKS MOVABLE SHEL YING SEISMIC ANALYSIS STRUCTURAL DESIGN CITY APPROVALS ALASKA ARIZONA CALIFORNIA COLORADO CONNECTICUT FLORlDA GEORGIA IDAHO ILLINOIS INDIANA KANSAS CANTILEVER RACKS STORAGE RACKS MEZZANINES MODULAR OFFICES CONVEYORS GONDOLAS CAROUSELS BOOKSTACKS PUSHBACK RACKS FLOW RACKS RACKBUILDINGS FOOTINGS ST ATE APPROVALS PRODUCT TESTING FIELD INSPECTION SPECIAL FABRICATION PERMITTING SERVICES SEISMIC ANALYSIS OF STORAGE RACKS FOR SELTZER NUTRITIONAL TECHNOLOGIES 2840 LOKER A VE EAST STE 101 CARLSBAD, CA 92010 Job No. 06-1081A SALE. FATEEN, P.E. 7/l3/2006 161 ATLANTIC STREET * POMONA * KENTUCKY MARYLAND MASSACHUSETTS MJCHIGAN MINNESOTA MISSOURI MONTANA NEBRASKA NEVADA NEW JERSEY NEWMEXJCO NORTH CAROLINA OHIO OKLAHOMA OREGON PENNSYLVANIA TENNESSEE TEXAS . UTAH VIRGINIA WASHINGTON WISCONSIN e MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 FAX: (909)869 -0981 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT FOR SHEET NO. CALCULATED BY DATE TABLE OF CONTENTS TABLE OF CONTENTS & SCOPE PARAMETERS COMPONENTS & SPECIFICATIONS ·--···· ··--·· · ····--· · · -·· · LOADS & DISTRIBUTION LONGITUDINAL ANALYSIS COLUMN BEAM BEAM TO COLUMN BRACING OVERTURNING BASEPLATE SLAB & SOIL SCOPE: SELTZER NUTRITIONAL TECHNOL< SELTZER NUTRITIONALS 2 TC 7/13/2006 2 3 4 --. -. -6 7 8 9 11 13 14 15 16 THIS ANALYSIS OF THE STORAGE SYSTEM IS TO DETERMINE ITS COMPLIANCE WITH THE APPROPRIATE BUILDING CODES WITH RESPECT TO STATIC AND SEISMIC FORCES. THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY, WITHOUT ANY FIELD WELDING. e MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 FAX: (909)869 -0981 . 161 ATLANTIC STREET, POMONA, CA 91768 PROJECT SELTZER NUTRITIONAL TECHNOLOI FOR SELTZER NUTRJTIONALS SHEET NO. 3 CALCULATED BY TC DA TE 7/13/2006 THE STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRECTIONS, WITH THE COLUMNS OF THE VERTfCAL FRAMES BEING COMMON BETWEEN AND ADJACENT BAYS. THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYSED IN BOTH THE LONGITUDINAL AND TRANSVERSE DIRECTION. STABILITY IN THE LONGITUDINAL DIRECTION IS MAINTAINED BY THE BEAM TO COLUMN MOMENT RESISTING CONNECTIONS, WHILE BRACING ACTS IN THE TRANSVERSE DIRECTION. CONCEPTUAL DRAWING * 1.COLUMN 2.BEAM LEGEND 3. BEAM TO COLUMN 4. BASE PLATE 5. HORIZONTAL BRACING 6. DIAGONAL BRACING 7. BACK TO BACK CONNECTOR TRANSVERSE ,I ..., ... , .,, , ,_ , ':: ,"' I l __________ j LONGITUDINAL *ACTUAL CONFIGURATION SHOWN ON COMPONENTS & SPECIFICATIONS SHEET e MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 FAX: (909)869 -0981 161 ATLANTIC STREET POMONA CA 91768 .. COMPONENTS & SPECIFICATIONS : S/R ANALYSIS PER CHAP 22, DIV X OF THE 2001 CBC HI =60 in T LEVELS=3 H2 =60 in H3 =60 in PANELS=4 H3 .. + LIVE LOAD = 5000 lbs. FRAME HEIGHT= 180 in. H H2 FRAME DEPTH= 44 in. + BEAM LENGTH= 94 in. ZONE=Zone4 (Na= I) H1 TYPE= SINGLE ROW j MANUFACTURER= HANNIBAL " " ;f COLUMN OK 2C/3x3x12ga Steel = 55000 psi PROJECT SELTZER NUTRITIONAL TECHNOLOG FOR SELTZER NUTRITIONALS SHEET NO. 4 CALCULATED BY TC DATE 7/13/2006 ' W3 WI =5000 lbs. I"-I YI =42 in ~ W2 =5000 lbs. Y2=42 in W3 =5000 lbs. Y4 Y3 =42in + Y4=36in / V W2 Y3 + H ~ Y2 W1 + V Y1 1-' ' L /r ,f-D-+ BEAM @ Level 1 CONNECTOR@ Level 1 OK OK 41140 FOUR PiN CONNECTOR Steel = 55000 psi Stress=56% Stress =81% Max Static Capacity= 5700 lb. Static Stress= 88% Seismic Stress = 56% COLUMN BACKER BEAM @ Level 2+ CONNECTOR@ Level 2+ OK OK 41140 THREE PIN CONNECTOR None Max Static Capacity = 5700 lb. Stress =67% Stress= Static Stress = 88% Seismic Stress= 38% BRACING SLAB & SOIL OK OK Slab= 5" X 2500 psi OK HORIZONTAL DIAGONAL Soil Bearing Pressure= 1000 psf 1-1/2 X 1-1/2 X 16ga 1-1/2 X 1-1/2 X 16ga Slab Puncture Stress = 48% Stress= 35% Stress·= _68% Slab Bending Stress = 97% BASE PLATE ANCHORS OK HILTI KB III 0.5 Dia. X 3.5 Min. Embd. OK 15 in X 24 in X 0.375 in Pullout Capacity= 905 lbs. Steel = 36000 psi Shear Capacity = 1867 lbs. MBase = 8000 in. lb. No. Of Anchors = 4 per Base Plate Stress= 59% Anchor Stress = 55% -, e MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 FAX: (909)869 -0981 161 ATLANTIC STREET POMONA CA 91768 COMPONENTS & SPECIFICATIONS :DIR PROJECT SELTZER NUTRITIONAL TECHNOLOG FOR SELTZER NUTRITIONALS SHEET NO. 5 CALCULATED BY TC DA TE 7/13/2006 ANALYSIS PER CHAP 22, DIV X OF THE 2001 CBC ' ' " W3 YI =42 in LEVELS=3 HI =60 in T WI =5000 lbs. r s I H2=60 in W2 =5000 lbs. Y2=42 in ;::::: Y3 =42 in PANELS=4 H3=60 in W3 =5000 lbs. Y4 H3 + Y4=36 in + LIVE LOAD= 5000 lbs. I W2 FRAME HEIGHT= 180 in. Y3 + H H2 H -FRAME DEPTH = 44 in. + ~ I W1 Y2 BEAM LENGTH= 94 in. + ZONE= Zone 4 (Na= 1) I/ \ H1 Y1 TYPE= INTERCONNECTED J l ;::::: MANUFACTURER= HANNIBAL ' ' ~f L + f--D --+ f-D --t COLUMN BEAM @ Level 1 CONNECTOR@ Level l OK OK OK 2C/3x3xl2ga 41140 FOUR PIN CONNECTOR Steel= 55000 psi Steel= 55000 psi Stress= 56%, Stress =81% l Max Static Capacity= 5700 lb. Static Stress = 88% Seismic Stress = 56% COLUMN BACKER BEAM @ Level 2+ CONNECTOR @ Level 2+ OK OK 41140 THREE PIN CONNECTOR None Max Static Capacity= 5700 lb. Stress= 67% Stress= Static Stress = 88% Seismic Stress = 38'% BRACING SLAB&SOIL OK OK Slab= 5" X 2500 psi OK HORIZONTAL DIAGONAL Soil Bearing Pressure= 1000 psf 1-112 X 1-112 X 16ga 1-112 X 1-1/2 X 16ga Slab Puncture Stress = 40% Stress= 18% Stress = 35%) Slab Bending Stress = 73°/4, BASEPLATE ANCHORS OK HILT! KB III 0.5 Dia. X 3.5 Min. Embd. OK 10 in X 24 in X 0.375 in Pullout Capacity= 905 lbs. Steel = 36000 psi Shear Capacity= 1867 lbs. MBase = 8000 in. lb. No. Of Anchors = 2 per Base Plate Stress =34% Anchor Stress= 12%1 e MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 FAX: (909)869 -0981 161 ATLANTIC STREET POMONA CA 91768 LOADS AND DISTRIBUTION: SIR PROJECT FOR SHEET NO. CALCULATED BY DATE SELTZER NUTRITIONAL TECHNOLO1 SELTZER NUTRITIONALS 6 TC 7/13/2006 ELn j j Detennines Seismic Base Shear per Section 2~28.5, Chap 22, Div X of the 2001 CBC. / Fn f---_---1----1/ F5 V --t--€_~* ELS SEISMIC ZONE: Zone4 Ca: 0.44 EL4 1----;----1 F4 Number Of Levels: 3 I: 1.00 EL3 ,__ _ ___._ F3 wLL (Sum oflive loads) : 15000 lbs Na: 1.00 EL2 1----;-F2 wDL (Sum of dead loads): 300 lbs Rw (Longitudinal): 5.60 ELI c, n• TOTAL FRAME LOAD: 15300 lbs Rw (Transverse): 4.40 1--'---1 LONGTUDINAL DIRECTION TRANSVERSE DIRECTION n: Z n: 1 2 .5 · Ca · Na · I ( wLL DL ) = --+w Rw-1.4 n . 2. 5 · Ca · Na · I ( wLL DL ) = --+w Rw -1.4 n (2.5 X 0.44 X l X 1 X ((I 5000/ 2) + 300)) I (5.6 X 1.4) (2.5 X 0.44 X 1 X 1 X ((15000/1) + 300)) / (4.4 X l,~ VLong: 1094 lbs VTrans: 2732 lbs F, = v( W,H, J LW,H; Levels hx LONGITUDINAL TRANSVERSE wx wxhx J; wx wxhx J; 1 60 2,600 156,000 182 5,100 306,000 455 2 120 2,600 312,000 365 5,100 612,000 911 3 180 2,600 468,000 547 5,100 918,000 1,366 936,000 1094 lbs 1,836,000 2732lbs e MA rERIAL HANDLING ENGINEERING TEL : (909)869 -0989 FAX : (909)869 -0981 161 ATLANTIC STREET, POMONA, CA 91768 LONGITUDINAL ANALYSIS: SIR PROJECT FOR SHEET NO. CALCULATED BY DATE SELTZER NUTRITIONAL TECHNOLO SELTZER NUTRITIONALS 7 TC 7/13/2006 THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE COLUMNS ASSUMED AT MID-HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR CLOSER TO THE BASE. (OR AT THE BASE FOR PINNED CONDITlON, WHERE THE BASE PLATE CANNOT CARRY MOMENT). Mllpper + Mfower = Mconn'R' + Mconn'L' Mc:onn'R' = Mconn'L' Mconn · 2 = Mupper + M fower M -(MUpper +MLowerJ M Cmm -2 + End< V V, _ /,ong Col -2 = 547 lbs MBase = 8000 in/lb LEVELS hi 1 58 2 60 3 60 SAMPLE CALC. Ml-I = (V'c·ot • h,) -M Base ME11d1· = 4958 in/lb J; 91 182 274 = (547 lbs X 58 in) -8000 in/lb= 23,726 in/lb FRONT ELEVATION AXIAL LOAD MOMENT Mconn 7,650 23,726 23,661 5,100 13,680 15,908 2,550 8,220 9,068 e PROJECT SELTZER NUTRITIONAL TECHNOLOC FOR SELTZER NUTRITIONALS MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 FAX: (909)869 -0981 161 ATLANTIC STREET POMONA. CA 91768 SHEET NO. 8 CALCULATED BY TC DA TE 7/13/2006 COLUMN ANALYSIS : SIR ANALYZED PER DIV VII, CHAP 22 OF THE 2001 CBC. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. P = 7650 lbs M = 23726 in/lb Kx·Lx Rx KY-LY Ry 1.2X58in/1.312in 53 KL Max R 1 X 42in / l.064in 39.5 TI2E Fe =-(k·-½l rM-ax~J 103.5 KSI FY = 28 KSI 2 Since : Fe > FY /2 53 _ ( FY ) 55 KSI X [l -55 KSI / (4 X 103.4595KSI)] Fn -FY 1---4-P: 47.7 KSl Pn=Aeff·Fn p = P,, a Qc p pa Flexure Since:!_> 0.15 pa 0'.88 in"'2 X 47.7 KSI 41968 lbs/ 1.92 0.35 p M Check: -+-x-=::; 1.33 Pa Max Myeild=M =S ·F y X )' = 1.01 In"'3 X 55000 PSI MJ, Max=-. Qf = 55550 I 1.67 41968 lbs 21858 lbs = 55550 in/lb 33263 in/lb TI 2EJ Per= (Kl)Max2 = (3.14159)"'2 X 29500 KSI/ (69.6in.)"'2 1 (l / (1 -(1.92 X 7650 lb/ 91358 lb )))"-1 913581bs 0.84 (7650 lb/ 21858 lb) + (0.85 X 23 726 in/lb/ 33263 in/lb X 0.84) = 1.07 < 1.33 (81 % ) SECTION PROPERTIES A : 3 in B : 3 in C t : 0.105 in Aeff: 0.88 in"'2 Ix : 1.52 in"'4 Sx : 1.01 in"3 Rx : 1.312 in ly : 1 in"4 Sy : 0.659 in"'3 Ry : 1.064 in Kx : 1.2 Lx : 58 in Ky : 1 Ly : 42 in Fy : 55 KSI E : 29500 KSI Qc: 1.92 Qf: 1.67 Cmx: 0.85 Cb : 1 e MA'FERIAL HANDLING ENGINEERING TEL: (909)869 -0989 FAX: (909)869-0981 161 ATLANTIC STREET, POMONA, CA 91768 BEAM ANALYSIS : SIR PROJECT FOR SHEET NO. CALCULATED BY DATE SELTZER NUTRITIONAL TECHNOLOC SELTZER NUTRITIONALS 9 TC 7/13/2006 BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABLIZE THE SYSTEM, ALTHOUGH IT DOES NOT PROVIDE FULL FIXITY. THUS, THE BEAMS WILL BE ANALYSED ASSUMING PARTIAL END FIXITY. FOR THE COMPUTATION OF BEAM TO COLUMN MOMENT CAPACITY, THE PARTIAL END FIXITY MOMENT OF THE BEAM WILL BE ADDED TO THE LONGITUDINAL FRAME MOMENT FOR THE ANALYSIS OF THE CONNECTION. EFFECTIVE MOMENT FOR PARTIALLY FIXED BEAM For a simply supported beam, the max moment at the center is given by WL 2 /8 . An assumption of partial fixity will decrease this maximum moment by the following method. Percentage of End Fixity = 25% MCenter = MCenter(Simple ends) -8*MCenter(Fixed ends) <jJ = 0.25 Reduction Coefficient~ = 0.104/0: 125 0.833 Mcenter = /3 · Wl 2 /8 =0.833 · Wl 2 /8 ----·--------·-·c ·· ---------- MHnd• = ¢ · M Max (FixedEnds) = Wl 2 /12 · 0.25 "max 1---L---1 = 0.0208 . wz2 EFFECTIVE DEFLECTION FOR PARTIALLY FIXED BEAM For a simply supported beam, the max deflection at th~ center is given by5Wl • /384 El An assumption of partial fixity will decrease this maximum deflection by the following method. swz4 /)._Max = /J . 3 84 • E · f , X LiveLoad I lvl = 5000 lbs DeadLoad I lvl =4lb/ft X 2 X (94/12) 63 lbs M O 104* wz2 =24788 in/lb Center= · Mlind• = 0.0208* Wl2 = 4958 in/lb F,, = 0.6 · Fy = 33000 PSI FBritr. = 33000 P~I TYPICAL BEAM FRONTVIEW MA1'ERIAL HANDLING ENGINEERING TEL: (909)869-0989 FAX: (909)869 -0981 161 ATLANTIC STREET, POMONA, CA 91768 BEAM ANALYSIS : SIR MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON: I. MAXIMUM MOMENT CAPACITY F;,=M/Sx FB11tr = fJ. (wz2 /8) s"' FBF. •l6·S Max.Weight I lvl = ,rt· x . a /J·L = ((33000 X 16 X 0.96236) / (0.833 X 94)) X 0.875 = 5700 lbs/Iv! 2. MAXIMUM ALLOWABLE DEFLECTION /:;.allow = L/l 80 = 0.522 In 5Wl 4 1:..----·/J 384-E·I X Lr nr · h ./ [ [ 3 84 · E · Jx ·/:;.Allow £3 1v1ax.rrezg t v =------· 5-40 PROJECT FOR SELTZER NUTRITIONAL TECHNOLOG SELTZER NUTRITIONALS SHEET NO. CALCULATED BY DATE 10 TC 7/13/2006 D ~J_ r I = 2.10571 in"'4 s = 0.96236 in"'3 X X F =55000 PSI a(impactCoefficient) = y /J = 0.833 0 = o.25 L(Length) = 94 in Lu = 94 in I I l I 0.875 ! ! Step = 1.625 in Top Width= 1.75 in BeamThickness = 0.0747 i l BeamDepth = 4.125 in Bottom Width= 2.75 in ,,, __ ,_,_,, ___ M-·-·-----H-M ... , .... ,,. __ .,,.,_.,,_ ___ , __ ,.,,, ---------·-"' """""" = ((384 X 29000000 X 2.10571 X 0.522) / (5 -(4 X 0.25))) X 94"'3 = 7372 lbs/lvl MAXIMUM ALLOW ABLE LIVE LOAD PER LEVEL= 5700lbs/lvl BeamStress = 88% ALLOW ABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL M Sraric = Wl2 /8 M Allow ,Sratic = S x * F;, MA/low,Seismic = Sx * F;, *l.33 Mlmpact = Msta/ic * 1.125 MSeismic. = Mco1111 Level Mstatic Mlmpact M Allow,Static Mseismic M Allow ,Seismic Result 1 24788 27886 31758 23661 42344 GOOD 2 24788 27886 31758 15908 42344 GOOD 3 24788 27886 31758 9068 42344 GOOD e PROJECT SELTZER NUTRITIONAL TECHNOLO< FOR SELTZER NUTRITIONALS MA'fERIAL HANDLING ENGINEERING TEL: (909)869 -0989 FAX: (909)869-0981 161 ATLANTIC STREET, POMONA, CA 91768 BEAM TO COLUMN ANALYSIS : SIR SHEET NO. 11 CALCULATED BY TC DA TE 7/13/2006 CONNECTION CAPACITY DEPENDS ON THE FOLLOWING PARAMETERS: I. SHEAR CAPACITY OF PIN PinDiameter = 0.4381n. FY = 55000 PSI A D . 2 rr Shear = zameter · 4 = 0.1507 jnA2 P..%ear = 0.4 · ~ · Ashear = 0.4 X 55000 X 0.1507 inA = 3315 lbs 2. BEARING CAPACITY OF PIN ColumnThickness = 0.105 Fu = 65000PSI Q=2.22 a=2.22 PBearing =a· F,, · Dia.-Col.Thickness/Q = 2.22 X 65000 X 0.438 X 0.105 /2.22 = 2989 lbs 3. MOMENT CAPACITY OF BRACKET EdgeDist . = l .0ln. PinSpacing = 2 In FY = 55000 PSI C= Pi+Pi+~+~ Tcup = 0.179 In. Scup = 0.127 ln3 = Pi+ -?i(4.5/6.5)+ -?i(2.5/6.5)+ -?i(.5/6.5) = Pl X 2.154 M Capacity = SC/ip • FBending = 0.127 ln"3 X .66 X Fy = 4610 in-lb C-d =Mcapacity = 2.154 Pi ·d 3" AT LEVEL 1 d = EdgeDist /2 = 0.5 Pct,p =Mcapaci1y/(2.154•d) = 4610/(2.154X0.5)= 4280Ibs MINIMUM VALUE OF PI GOVERNS l t=7ga .___...__..,___.I }-1-5/8" ,} Pi= 2989 Ibs Mconn-Allow = [Pi *6.5]+[-Pi *(4.5/6.5)*4.5]+[-Pi *(2.5/6.5)*2.5]+[-Pi *(.5/6.5)*.5]*1.33 = 42200in-lb > 2366lin-lb OK e MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 FAX: (909)869 -0981 161 ATLANTIC STREET, POMONA, CA 91768 BEAM TO COLUMN ANALYSIS : SIR PROJECT FOR SHEET NO. CALCULATED BY DATE CONNECTJON CAPACITY DEPENDS ON 'l'HE FOLLOWING PARAMETERS: I. SHEAR CAPACITY OF PIN PinDiameter = 0.438/n. FY = 55000 PSI A D . 2 IT Shear = lameter • 4 = 0.1507 in "2 Pshear = 0 · 4 · ~' · A,%ear = 0.4 X 55000 X 0.1507 in"2 = 2. BEARING CAPACITY OF PIN ColumnThickness = 0.105 Fu = 65000PSI 0=2.22 a=2.22 3315 lbs SELTZER NUTRITIONAL TECHNOL( SELTZER NUTRITIONALS 12 TC 7/13/2006 AT LEVEL 2 AND ABOVE Pl ;-r. J!. "y / 2" e P31J'__J_l/2" L~~-~~a• PBeuring =a. F;,. Dia'.. Col.Thickness /Q = 2.22 X 65000 X 0.438 X 0.105 / 2.2 2989 lbs 3. MOMENT CAPACITY OF BRACKET EdgeDist. = l.Oln. PinSpacing = 2 In ~' = 55000 PSI C= Pi+P2+~ Twp = 0 .179 In. S0 ip = 0.127 ln3 = Pi +-Pi(2.5/4.5)+-Pi(,5/4.5) Mcapacity = SC//p • FBending = 0.127 lnl'-3 X .66 X Fy = 4610.1 in-lb C ·d = Mcupacify = 1.66 Pi ·d d = EdgeDist /2 = 0.5 Pc,,p =Mcapuctiy/(1.66 ·d) = 4610 .. l/(1.667X0.5) = 5531lbs MINIMUM VALUE OF Pl GOVERNS Pi= 2989 lbs Mconn-Allow = [Pi *4.5]+[-Pi *(2.5/4.5)*2.5]+[-Pi *(.5/4.5)*.5]*1.33 23631 in-lb > 15908in-Ib OK = Pl X 1.667 T 3" l t=7ga .__....._..,__ ..... 1 ~ 1-5/il" -,r e MA TtRIAL HANDLING ENGINEERING TEL: (909)869 -0989 FAX: (909)869 -0981 161 ATLANTIC STREET, POMONA, CA 91768 TRANSVERSE ANALYSIS: BRACING: SIR PROJECT SELTZER NUTRITIONAL TECHNOLO< FOR SELTZER NUTRITIONALS SHEET NO. 13 CALCULATED BY TC DA TE 7/13/2006 IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSION AND COMPRESSION. IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE DONE ON THE DIAGONAL MEMBER AS IT WILL GOVERN. DIAGONAL BRACING : COMPRESSION MEMBER Ldiag=~(L-6)2 +(D-(2·BCol))2 = 52.3" Vid . Vtrans · LDiag zag= D k•l rMin (1 X 52.345) I (0.527) F =F(1-~J n Y 4·F e P =Area·F n n Qc = 1.92 p = p/1 a Qc Brace Stress = VDiag pa = 3764 lbs = 99.3 ln = 29011.3 PSI = 27500 = 55000 X (1 -(55000 / (4 X 29011.33) 28.9 KSI =7985 lbs =4159 lbs = 0.90 < 1.33 (68 %) 1~ D ,.I V 41 r Prna& L _l SIDE ELEVATION Panel Height (L) = 42 In Panel Depth (D) = 44 In Column Depth (B) = 3 In Clear Depth (D -2*B) = 38 e PROJECT SELTZER NUTRITIONAL TECHNOLOC FOR SELTZER NUTRITIONALS MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 FAX: (909)869-0981 161 ATLANTIC STREET, POMONA, CA 91768 OVERTURNING ANALYSIS : SIR SHEET NO. 14 CALCULATED BY TC DA TE 7/13/2006 ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 2228.7.1 OF THE 2001 CBC. FULLY LOADED Total Shear = 2732 lbs M ovt = V,ran.,· ' Ht · 1.15 Mow = 2732 X 140 X 1.15 = 439852 in/lb M_,.1 = L(wP +.85wDL)·d/2 = (15000+(.85 X 300)) X 44/2 = 335610 in/lb P, _ l(Movt -Mst) [fp/,/f/ -d TOP SHELF LOADED Shear = 946 lbs Movt = V,0p ·Ht•l.15 = 946 X 180 X l. 15 (439852 -335610) I 44 2369 lbs. 195911 in/lb w Ms/= I(wp +wDL)-d/2 t·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·f Ruplift. F~4 ..... . F1 M_, 1 = (5000 + (.85 X 300)) X 44 /2 115610 in/lb P, _ l(Movt -M.,J UpL{f/ -d ANCHORS No. of Anchors: 4 Pull Out Capacity : 905 Lbs. Shear Capacity : 1867 Lbs. (195911 -115610)/44 1825 lbs. COMBINED STRESS Fullv Loaded = (2369 I 905 X 4))+ ((2732 /2)/(1867 X 4)) = 0.55 Tov Shelf Loaded = (1825 I (905 x 4))+ ((946 /2)/(1867 x 4)) = 0.33 USE 4 HILTI KB III 0.5 Dia. X 3.5 Min. Embd. Anchors per BasePlate. CROSS AISLE ELEVATION e ·MATE RIAL HANDLING ENGINEERING TEL : (909)869 -0989 FAX : (909)869 -0981 161 ATLANTIC STREET, POMONA, CA 91768 BASE PLATE ANALYSIS : SIR PROJECT FOR SHEET NO. CALCULATED BY DATE SELTZER NUTRITIONAL TECHNOLOC SELTZER NUTRITIONALS 15 TC 7/13/2006 THE BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (IF ANY). THERE ARE 3 CRITERIA IN DETERMINING Mb. THEY ARE 1. MOMENT CAPACITY OF THE BASE PLATE, 2. MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3. Vcol*h/2 (FULL FIXITY). Mb IS THAT SMALLEST VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. Pea, MBase p I'c:o/ -=-- A D·B -r Mb Jb -D·B2/6 2-b l2=-f·J;, h1 =J;,-J;,2 Mh l · t 2 SBase =-6- 7650 lbs 8000 in/lb FBase = .75Fy • l.33 J;, = Mb F;, S Base • FBose ANCHOR TENSION Base Plate Width (B) Base Plate Devth (D) Base Plate Thickness (t) 21.3 PSI = 8.9 PSI = 7.11 PSI = 1.78 PSI 499.83 in/lb = 0.02 in/cb 36000 PSI 0.59 <= 1 OK No. of Anchors Resistinf! Tension (n) = 2 LMo T · d2 = M Base -(Peal ·(bf 2)) = 0 NEGATIVE, THEREFORE NO TENSION = 15 in b = 24 in bl 3 in 6 in = 0.375 in Fv (base) 36000 PSI 1"+:~ • 1111 l l lill~!!ill 1b e MAT8RIAL HANDLING ENGINEERING TEL : (909)869 -0989 FAX : (909)869 -0981 161 ATLANTIC STREET, POMONA, CA 91768 SLAB AND SOIL : SIR PROJECT SELTZER NUTRITIONAL TECHNOLOC FOR SELTZER NUTRITIONALS SHEET NO. 16 CALCULATED BY TC DATE 7/13/2006 THE SLAB WILL BE CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND WILL ACT AS A FOOTING. PUNCTURE P.,1at1c = 7650 lbs Mot = 439852 in-lb Pmax = l.l · (1.2 · P.5ratic + l.O · (M0, / d)) * = 21094 lbs Fpunct = 2 · ffe fv P,IIOX -=---"--'-"-- A punct · Fpunct SLAB TENSION A . = pmax ·144 sot! l 33·/. • SOI/ L=K, B=-./B·W +t L-B b=--2 M = wb2 = l.33·fsoit ,b2 cone 2 144•2 l·t2 scone=-6 Fconc = 5¢..Jl: h = MC<mc Fb Scone· F'c:onc OK = 100 PSI = 440 sq. in. = 0.48 = 2284 sq. in. = 47.79 in = 23.97 in = 11.91 in = 655 in-lb = 4.17 cb. in. = 162.5 PSI = 0.97 p " / ,, t ' 7'-b-,.,f'-/--B ----+-11., """~----L -----,f, B = 15 in W = 24in Frame Devth · d = 44 in CONCRETE f'c = 2500 PSI t = 5 in <ft = 0.65 SOIL {soil = 1000 PSF I I I I I I I I I I I I I I I I I I ·1 Klansbruclmer & Associates ::~5 o~:~~~n~~ ~~~eI1 Blvd. v----------- Tel: (858) 677-9878 Fax: (619) 677-9894 SELTZER NUTRITIONAL TECHNOLOGIES 2840 LoKERAVE. EAST (SUITE 101) CARLSBAD, CA HIGH PILED STORAGE REPORT Rev 1.1 Date: August 22, 2006 I I I I I I I I I I I I I I I I I I I •!• Additional Info: :.Reviiioii .. · Comments· : Date .. R;r . ,,,... ' ' ~ .. -.,:.. . . .. " . . . . Rev 1.0 1st draft of report submitted to the owners. August 6, 2006 EK Rev. 1.1 Report revised based on owner's comments. August 22, 2006 EK DISCLAIMER This report is the property of Klausbruckner & Associates and was prepared exclusively for use by Seltzer Nutritional Technologies for the high piled storage & occupancy conditions described in this report. The conditions and operations addressed herein are based on information provided by Seltzer Nutritional Technologies. Discrepancies between the information presented herein and actual conditions and conditions presented on plans are the sole responsibility of Seltzer Nutritional Technologies. Verification of compliance with the Code requirements and provisions addressed herein is outside the scope of this report. Copies of this report retained by Seltzer Nutritional Technologies shall be utilized only by Seltzer Nutritional Technologies for the high piled storage and occupancy conditions and the 2001 California Codes conditions and requirements addressed in this report. This report shall not be used for the purpose of construction for this project or any other project or for any other purpose. Rev 1.1 Klausbruckner & Associates ~==~•===~ Page ii I I I I I I I I I I I I I I I I I I I Table of Contents 1. SUMMARY TABLE ............................................................................................................................. 2 1.1 HIGH PILED STORAGE: STORAGE & RECEIVING AREA ......................................................................... 2 2. INTRODUCTION ................................................................................................................................. 4 3. BUILDING CONSTRUCTION & DESIGN ....................................................................................... 5 4. OCCUPANCY ....................................................................................................................................... 6 S. HIGH PILED STORAGE REQUIREMENTS ................................................................................... 7 5.1 AUTOMATIC FIRE EXTINGUISHING SYSTEM .................................•........................................................ 7 5.1.1 Receiving and Warehouse ........................................................................................................... 7 5.2 BUILDINGACCESS .•..............................................................................•............................................... 8 5.3 SMOKE AND HEAT VENTS···················································································································· 8 5.4 CURTAIN BOARDS································································································································ 9 5.5 SMALL HOSE CONNECTIONS ..••.............................................................••.........•..................•................ 9 5.6 FIRE EXTINGUISHERS .•.........•......•........................................................................................................ 9 5.7 AISLE WIDTHS .......•..........................•....•...•...........•.........•.................................................................... 9 5 .8 ADDITIONAL REQUIREMENTS ........................................................................•...................................... 9 6. ADDITIONAL EGRESS .................................................................................................................... 11 7. EXPOSURES ....................................................................................................................................... 12 7.1 OCCUPANCY SEPARATION .................................................................................................................. 12 7.2 ALLOWABLE AREA AND SIDEYARDS .................................................................................................. 12 7.3 HIGH PILED STORAGE SEPARATION .................................................................................................... 12 8. CONCLUSION .................................................................................................................................... 13 Rev 1.1 Klausbruckner & Associates ~~=~•=~~~ Page iii I I I I I I I I I I I I I I I I I I I 1. Summary Table 1.1 High Piled Storage: Storage & Receiving Area TOPIC Type of Construction Occupancy & Areas Commodity Class Automatic Extinguishing System* Flue Spaces for Racks Building Access Smoke and Heat Vent Curtain Boards Hose Connections Fire Extinguishers Aisle Widths Rev 1.1 CODE SECTION CRITERIA/REQUIREMENTS NA VN CFC 216 & CBC 504.3 S-1 (Warehouse): <12,000 sq. ft. (Exception 1) Facility Occupancy: B/F-l/S-1 Occupancy CFC 8101.4 & 8101.5.2 • Class I-IV: Based on original technical report. There are no proposed changes to the original product storage. • High Hazard: Packaging materials & empty pallets to maximum storage height of 6'. Maximum Storage Height: 20' for Class I-IV and 6' for High Hazard Commodity . Minimum Aisle Width: >8' Maximum Ceiling Height: <30' CFC: Table 81-A, Section Class I-IV (Non-Encapsulated) to 20' 8104 and 8101.5 .2 • Design Density Required and Existing: 0.6/3000 and hose demand of 100 gpm inside and 500 gpm Class I-IV: combined. NFP A 13 Table 12.3.2.3.1 High Hazard to 6' • Design Density Required and Existing: 0.6/3000 High Hazard: and hose demand of 100 gpm inside and 500 gpm NFPA 13 Table 12.3.3.3.l combined. CFC Section 8104.3 & CFC: 3" Transverse for Single-Row Racks; 3" Table 8104.3-A Transverse and 6" Longitudinal for Double-Row Racks CFC Table 81-A, CFC • Not required by Article 81 if high piled storage Section 8102.6 and 902.2 <12,000 sq. ft. • Access Road required to within 150' of all exterior walls by CFC Chapter 9. CFC Tables 81-A & Table • Not required by Article 81 if high piled storage 81-B, CFC Section 8102. 7 <12,000 sq. ft. • Not required by CBC 906 if <50,000 sq. ft of undivided space. CFC Tables 81-A & Table • Not required by Article 81 if high piled storage 81-B, (Footnote 2) <12,000 sq. ft. • Not required by CBC 906 if <50,000 sq. ft of undivided space. CFC Section 8102.9 Not required by Article 81 if high piled storage <12,000 SQ. ft. CFC Sections 8102.11 & 2A20BC @ Travel Distance :S 75 Feet or type as 1002.1 approved by Fire Department. Locations shall be provide by the extinguisher vendor and approved by Fire Department CFC Section 8102.10, CBC 44" aisles per CFC; dead end< 20'; 24" cross aisles for 1004.2.6 employee access only Klausbruckner & Associates ~===•===~ Page2 I I I I I I I I I I I I I I I I I I I TOPIC CODE SECTION CRITERIA/REQUIREMENTS Maintenance CFC Sections 8101.6.2, • No smoking permitted. 8101.6.3, 8_104.3 • Fire department access doors, aisles and exit doors shall be unobstructed. NFPA 13 Section 8.5.6.1 • Manual Restocking 1/2 aisle width maintained if> 48 inch. • Flue spaces shall be maintained . • Minimum 18" clearance between sprinkler deflector and top of storage shall be maintained. Allowable Area CBC Table 5-B; Sections Allowable area calculations previously approved. 505.1.1, 505.3 There are no proposed changes to the square footage, occupancy, or type of construction. *Per CFC 8102.2, requirements to extend the lesser of 15 feet beyond the high piled storage or to a permanent partition. The above protection is proposed for the entire receiving & storage area. Rev I.I Klausbruckner & Associates ~~==T====t Page3 I I I I I I I I I I I I I I I I I I I 2. Introduction The following is a high piled storage code compliance report for the R®'N fJfOposse Seltzer Nutritional Technologies facility located at 2840 Loker Ave. East (Suite 101) in the City of Carlsbad, CA. This report is intended to only specify the requirements within the warehouse/high piled storage portion of Seltzer Nutritional Technologies. This report is intended to help both the owners and the fire department in expediting plan review and effectively determine the requirements necessary to meet the Article 81 of the California Fire Code. This report is based on the 2001 Edition of the California Fire Code and the California Building Code. Rev 1.1 Klausbruckner & Associates ~===•===~ Page4 I I I I I I I I I I I I I ·I I I I I I 3. Building Construction & Design The facility is an existing facility within an existing building, with previously permitted rack storage. Please note that the company name has been (since the last technical report submitted) changed to Seltzer Nutritional Technologies (Attachment #1). The warehouse area is less than 12,000 square feet (Attachment# 1). See section 7 of this report for exposures, allowable building areas, and occupancy separation requirements. Rev I.I Klausbruckner & Associates T Page5 I I I I I I I I I I I I I I I I I I I 4. Occupancy The proposed scope of TI is the rearrangement of racks within the warehouse area for the storage and shipping of nutritional supplements. There are no proposed changes to the square footage or occupancy for the different areas. The warehouse has been and will continue to be classified as an S-1 Occupancy (Attachment #2). Rev I.I Klausbruckner & Associates ~===•~==~ Page6 I I I I I I I I I I I I I I I I I I I 5. High Piled Storage Requirements Single-row and double-row racks are used for storage within the receiving/warehouse portion of the facility. The storage portion of Seltzer Nutritional Technologies is less than 12,000 square feet. The following is a table of typical materials that will be in the warehouse portion of the facility: Product Encapsulated? Commodity Maximum (Attachment #3) Class Storage Height (ft) Nutritional Supplements, etc. No I-IV 20 Cardboard Boxes No III 20 Empty Pallets & Packaging No High Hazard 6 Materials As mentioned previously, there are no proposed changes to the commodities stored. The information on products stored and product classification is based on the original technical report dated October 30, 2000 by Eriksen-Rattan Assoc. (Attachment #3). Per CFC 8101.5.1, the designation of a high-piled combustible storage area, or portion thereof intended for storage of a different commodity class, shall be based on the highest hazard commodity class stored except as provided in Section 8101.5.2 (Attachment #4). On behalf of the owners we are requesting to classify the main warehouse as Class I-IV Commodity based on UFC Section 8101.5.1. Please note that the owners agree to limit the storage of empty pallets and packaging materials to a maximum storage height of 6 feet, with no storage above. Therefore the overall high piled storage classification, as well as the proposed protection, will be based on Class I-IV commodity storage. Based on Table 81-A (Attachment #5), the following fire protection requirements will be provided by Seltzer Nutritional Technologies to meet the requirements of CFC Article 81 and NFPA 13 for the entire Receiving and Warehouse Storage Area: 5. 1 Automatic Fire Extinguishing System 5.1. 1 Receiving and Warehouse The following requirements are based on NFP A 13 (2002 Edition) (Attachment #6): Rev 1.1 CFC Occupancy Classification: S-1 Type of Storage: Single-Row and Double-Row Rack Storage Commodity: Uncartoned and cartoned Class I-V (Non- Encapsulated) and High Hazard Commodity Required Flue Spaces: 6" Longitudinal and 3" Transverse (UFC) Klausbruckner & Associates ~~==•===~ Page 7 I I I I I I I I I I 1· I I I I I I I I Shelving: Aisle Widths: Height of Storage: Ceiling Height: Sprinkler Protection Required: Sprinkler Protection Existing: grated/slatted shelving (>50% open) between approved flue spaces 2:8 feet 20 feet (Maximum) for Class I-IV and 6' for High Hazard <30 feet (Maximum) 0.5/2000; 100 gpm inside and 500 gpm combined hose demand 0.6/3000; 100 gpm inside and 500 gpm combined hose demand As shown the existing sprinkler system will meet the requirements of NFP A 13 (2002 Edition). 5.2 Building Access Not required by Article 81, since the storage area is less than 12,000 square feet (Attachment #5). Per UFC 902.2.2.1, fire apparatus access roads shall be provided in accordance with Sections 901 and 902.2 for every facility, building or portion of a building hereafter constructed or moved into or within the jurisdiction when any portion of the facility or any portion of an exterior wall of the first story of the building is located more than 150 feet from fire apparatus access as measured by an approved route around the exterior of the building or facility. See also Section 902.3 for personnel access to buildings (Attachment #7). Fire department access roads have been previously approved for the entire facility. There are no changes proposed for the site other than the rearrangement of racks within the warehouse area. 5.3 Smoke and Heat Vents Not required by Article 81, since the storage area is less than 12,000 square feet (Attachment #5). Per CBC 906, smoke and heat vents are required at a ratio of 1: 100 in single-story Groups B, F, M and S Occupancies having over 50,000 square feet in undivided area (Attachment #8). The entire warehouse is approximately 9,255 square feet. Therefore the requirements of CBC 906 are not applicable. Rev 1.1 Klausbruckner & Associates ~~~=v~==~ Page8 I I I I I I I I I I I I I I I I I I I 5.4 Curtain Boards Not required by Article 81, since the storage area is less than 12,000 square feet (Attachment #5). Per CBC 906, curtain boards are required in Groups B, F, Mand S Occupancies having over 50,000 square feet in undivided area (Attachment #9). The entire warehouse is approximately 9,255 square feet. Therefore the requirements of CBC 906 are not applicable. 5.5 Small Hose Connections Not required by Article 81, since the storage area 1s less than 12,000 square feet (Attachment #5). 5.6 Fire Extinguishers Portable fire extinguishers shall be provided in accordance with CFC Standard 10-1. Per CFC Section 1002.1, portable fire extinguishers shall be installed in occupancies and locations as required by the chief. The following are proposed fire extinguisher types and layouts based on CFC Standard 10-1 (Attachment# 10): High Piled Storage Areas: 2A20BC@ Travel Distance~ 75 Feet The owners agree to comply with the requirements for fire extinguishers. Fire extinguisher types and locations will be provided by the owners or fire extinguisher vendor. 5.7 Aisle Widths Per CFC 8102.10.2 aisles in sprinklered buildings shall be 44 inches or more in width. Per CFC 8102.10.1 (Exception 1), cross aisles used only for employee access between aisles shall be 24 inches or more in width. Per CFC 8102.10.4 and CBC Section 1004.2.6, dead ends shall not exceed 20 feet (Attachment# 11 ). 5.8 Additional Requirements The following are general maintenance and safety requirements, which Seltzer Nutritional Technologies agrees to comply with (Attachment#l2): • Per CFC 8101.6.2.2, smoking shall be prohibited. Approved NO SMOKING signs shall be conspicuously posted. Rev 1.1 Klausbruckner & Associates ~~~!!!!!v~~~~ Page9 I I I I I I I I I .I I I I I I I I I I • Per CFC 8101.6.3, when restocking is not being conducted, aisles shall be kept clear of storage, waste materials and debris. Fire department access doors, aisles and exit doors shall be unobstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 1/2 of the required aisle width shall be maintained in aisles greater than 48 inches. • Per CFC 8104.3, flue spaces shall be maintained. • Per NFPA 13, Section 8.12.6, minimum 36" clearance between sprinkler deflector and top of storage shall be maintained. • Per CFC 1003.3, all valves controlling the water supply for automatic sprinkler systems and water-flow switches on all sprinkler systems shall be electrically monitored for integrity where the number of sprinklers is 100 or more. Valve monitoring and water- flow alarm and trouble signals shall be distinctly different and shall be automatically transmitted to an approved central station, remote station or proprietary monitoring station or, when approved shall sound an audible signal at a constantly attended location. An approved audible sprinkler flow alarm shall be provided on the exterior of the building in an approved location. An approved audible sprinkler flow alarm to alert the occupants shall be provided in the interior of the building in a normally occupied location. Rev I.I Klausbruckner & Associates ~~=~•===~ Page 10 I I I I I I I I I I I I I I I I I I I 6. Additional Egress Per CBC Section 1004.2.5.2.2, in a building equipped with an automatic sprinkler system throughout, the maximum travel distance to an exit may be 250 feet (Attachment # 13). Exiting plans are not part of the scope of this project. For aisle widths in high piled storage areas, see Section 5.7. Rev I.I Klausbruckner & Associates ~==~...-~=~~ Page 11 I I ·I I I I I I I I I I I I I I ·1 I I 7. Exposures 7. 1 Occupancy Separation Based on CBC Table 3-B, there are no requirements for occupancy separation between B (offices), F-1, and S-1 (warehouse) (Attachment #14). Therefore there is no proposed occupancy separation between the different occupancies within the Seltzer Nutritional Technologies facility. 7.2 Allowable Area and Sideyards The allowable area for the shell building has been previously approved. There are no proposed changes to the building construction, occupancy, or square footage. 7.3 High Piled Storage Separation There are no proposed changes to the original high piled storage area. The scope of this report is the re-arrangement of the racks. Rev I.I Klausbruckner & Associates ~==!:!!!•===~ Page 12 I I I I I I I I I I I I I I I I I I 8. Conclusion It is the opinion of Klausbruckner & Assoc. that the above requirements will meet the requirements, and/or intent of, Article 81 (High-Piled Storage) of the California Fire Code (2001 Edition). By way of my signature, I agree to the storage and maintenance conditions required and specified in this report. CttJDl( ~6LTZ,6/2.. ~~ Seltzer Nutritional Technologies(SignanPrint) 0 Rev 1.1 Klausbruckner & Associates ~==~....-·===~ Page 13 I I I I ATTACHMENT#! I I I I I I I I I I I I I I I I I I I I I :I I I I I I I I I 2006-01447 4 PLEASE SEND THE ENT1RE FORM GREGORY J. SMITH RECORDER/COUNTY CLERK COUNTY OF SAN DIEGO 1600 PACIFIC filGHW A Y, R.\f. 260 11111111111111111 lllll lllll lllll lllll lllll llll f 111 P.O. BOX 121750SANDfEGO, CA 92112-1750 . (619) 237-0502 SELECTED COPIES: $20.00 FOR FIRST BUSINESS NAME ON STATEMENT $4 00 FOREACHADDITIONALBUSINESS NAME .-\PR-17-2006 FILED GREGORY .I. SMITH SAN DIEGO COU'.'/TY CLERK BANK (Certified) ©. Yes (» No NEWSPAPER (!l Yes ~ No CUSTOMER ® Yes \)., No • FILED ON SAME STATEMENT AND DOING BUSINESS ATTHESAMELOCATION $4.00 FOR EACH ADDITIONAL OWNER IN EXCESS OF ONE OWNER FICTITIOUS BUSINESS NAME STATEMENT F'EES: 2-L00 F.XPIR~:S: APR~l7-2011 Dt;Pt'TY: MBLASQt:E (I) FICTITIOUS BUSINESS NAME (S} D Renewal Notification is an additional $5.00 fee a. Seltzer Nutritional Technologies b.Seltzer Ingredients (2)LOCATEDAT: 5927 Geiger Court, Carlsbad, CA, 92008 (Mmt have Street Address of B!LSincss includins City, State, and Zip-P.O. Box not acceptable) Mailing Address :: __________ ..,..-,-;:---;z--:-------------------------(optional) (3) THIS BUSINESS IS CONDUCTED BY: A. 0 An Individual E. 0 Joint Venture I. 0 A Limited Liability Company B. 0 Husband and Wife F. !xi A Corporation G. · 0 A Business Trust H. O. Co-Partners J. D Unincorporated Association-Other than a Partnership C. 0 A Genera! Partnerrhip K. 0 Other (Please Specify) D. 0 A Limited Partnership {4)THE FIRST DAY OF BUSINESS WAS: 4/3/2006 OR -IF NOT YET STARTED. CHECK HERE: D (S) THIS BUSINESS IS l:IEREBY REGISTERED BY THE FOLLOWING: #1 Seltzer Conipanies, Inc. Owner's Name or Corporation Name if incorporated 5927 Geiger Court Residence Address or give STA TE if incorporated Carlsbad, CA 92008 Cicy State (2 digits) Zip #2 -----------------:------------------------Owner"s Name or Corporation Name it' incorporated Residence Address or give STATE if incorporated City State (2 digits) Zip 1 declare that all information in this statement is true and correct. (A registrant who declares as true information he or she knows to be false. is guilty of a crime.) (6) ~~ < ~£,1-. ~ .,'~ · ... •. 1gnaturc strant rm name O prrson s1gntng n , I orporate teer, a so stllte t1( e THIS STA ~==ORY J. SMITH, SAN DIEGO RECORD.ER/COUNTY CLERK AS L"IDICATED BY FILE STAMP ABOVE. NOTJCE-THIS F!CITTIOUS NAME STATEMENT EXPIRES FIVE (5) YEARS FROM THE DA TE IT WAS FILED IN THE OFFICE OFTHE COUNTY CLERK. A NEW FICTITIOUS BUSINESS NAME STATEMENT MUST BE FILED BEFORE THATTIME. . THE FILING OF THIS STATEMENT DOES NOT OF ITSELF AUTHORIZE TII.E USE INTIIIS STATE OF A Ficrmous BUSINESS NAME IN VIOLATllON OF THE . RIGHTS OF ANOTHE~ UNDER FEDERAL, STATE, OR.COMMON LAW {SEE SECTION 1441 I cf SEQ., BUSINESS AND PROFESSIONS CODE.) IT IS THE RESPONSIBILITY OF THE REGISTRANT TO DETERMINE THAT TffE FICTITIOUS BUSINESS NAME SELECTED WILL NOT VIOL4. TE ANOTIIEIPS RIGHTS ESTABLISHED UNDER LAW. I I I I I I I I I I I I 'I I I I I I I State of California Secretary of State I, BRUCE McPHERSON, Secretary of State of the State of California, hereby" certify: That the attached transcript of / page(s) has been compared with the record on file in this office, of which it purports to be a copy, and that it is full, true and correct. Sec/State Form CE-107 (RE:V ()3131105) IN WITNESS WHEREOF, I execute this certificate and affix the Great Seal of the State of California this day of APR -3 2006 BRUCE"McPHERSON Secretary of State '€iJ OSP 05 94200 I I I Li I I I I I I .... I .... -I>- 1~1 1~1 I I I I 0) ~ I '1:> 'I ~ I I I I ... 0 i -.J • I I ~I I I I I I I I I I I I· I I I I I I I I I I I .1 I I ATTACHMENT #2 I I I I I I I I I I I I I I I I I I I 216 37. Soaps and detergents. 38. Tobacco. 39. Trailers. 40. Wood, distillation. 41. Millwork (sash and door). 42. Woodworking, cabinet. B B B B B B B B B B B B B B B B ~ Division 2. Low-hazard factory and industrial occupancies g shall include facilities producing noncombustible or nonexplo- s sive materials which, during finishing, packing or processing, do G not involve a significant fire hazard, including, but not limited to, g the following: B ~ 1. Nonalcoholic beverages. B B B B B B B B B B B B B B B B B a B 2. Brick and masonry. 3. Ceramic products. 4. Foundries. 5. Glass products. 6. Gypsum. 7. Ice. 8. Steel products-fabrication and assembly. Group H Occupancies: I Group H Occupancies shall include buildings or structures, or portions thereof, that involve the manufacturing, processing, gen- eration or storage of materials that constitute a high fire, explosion or health hazard. Group H Occupancies shall be classified in ac- cordance with the Building Code adopted by the jurisdiction. B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B • B B B B B B B B B B a B B B B B a B B B B B s Group I Occupancies: Group I Occupancies shall be: Division 1.1. Nurseries for the full-time care of children under the age of six (each accommodating more than five children). Hospitals, sanitariums, nursing homes with nonambulatory pa- tients and similar buildings (each accommodating more than five patients). Division 1.2. Health-care centers for ambulatory patients re- ceiving outpatient medical care which may render the patient in- capable of unassisted self-preservation (each tenant space accommodating more than five such patients). Division 2. Nursing homes for ambulatory patients, homes for children six years of age or over ( each accommodating more than five patients or children). Division 3. Mental hospitals, mental sanitariums, jails, pnsons, refonnatories and buildings where personal liberties of inmates are similarly restrained. EXCEPTION: Group I Occupancies shall not include buildings used only for private residential purposes for a fami- ly group. Group M Occupancies: Group M Occupancies shall include buildings, structures, or portions thereof, used for the display and sale of merchandise, and involving stocks of goods, wares or merchandise incidental to such purposes and accessible to the public. Mercantile occupan- cies shall include, but are not limited to, the following: 1. Department stores. 2. Drug stores. 3: Markets. 4. Paint stores without bulk handling. 1-22 2001 CALIFORNIA FIRE CODE 5. Shopping centers. 6. Sales rooms. 7. Wholesale and retail stores. Group R Occupancies: Group R Occupancies shall be: Division 1. Hotels and apartment houses. a B a B B B B B B B B B B B B B Congregate residences (each accommodating more than 10 per-g sons). g Division 2. Not used. Division 3. Dwellings and lodging houses. B B B B B B Congregate residences (each accommodating 10 persons or g less). a . -·· .. C, B :· :Grbup:~.O~cupancies:· _ . _ ... ,· .. :· -.· g ;~~~;t~f~rc~1~~~~t~i~~~fi~c;;;~~;Q1:i~1~j4:;~;;~;~f; I ;L1I~?._¥S:-P.~~~pap9y?tora~~-~~~ra,nc1e,s sp;iW~p_c1!:q~w~e-fo1l~"'..;'·, g '. 1 ~!~;~~;;~~:1~;~~~~~-~a~d;;i;~ge;~~-~;:~~~:~~;;~~i!:~~~1~4~:., i 'Pl!;i~c!ipis.:,oi;:P,oru,pns:_of}!µjJcjiirgs•*t!:l'fo.pt9t<it~:6f(;o_~~u'l;_tibl{f • g mate_fial'sotliaf.arefftQt\~lassified,as;a0Gfoµp ·S~· Pi:visibn'.4,.ot'as:it:. g 9z\1~j]i:~4{4i>;ibcf-~: .: .:-::: ··_: ·• ·· · ·· ·" · .,. ·-·,· ·.': '_.· ';-.'""_.· ·: ~ Division 2. Low-hazard storage occupancies shall include G buildings, structures, or portions thereof, used for storage of non-g combustible materials, such as products on wood pallets or in pa-g per cartons with or without single-thickness divisions, or in paper g wrappings and shall include ice plants, power plants and pumping a plants. Such products may have a negligible amount of plastic trim g such as knobs, handles or film wrapping. Low-hazard storage oc-g cupancies shall include, but are not limited to, storage of the fol-g lowing items: G 1. Beer or wine (in metal, glass or ceramic containers). 2. Cement in bags. 3. Cold storage and creameries. 4. Dairy products in nonwax-coated paper containers. 5. Dry-cell batteries. 6. Dryers. 7. Dzy pesticides in a building not classified as a Group H Oc- cupancy. 8. Electrical coils. 9. Electrical insulators. 10. Electrical motors. 11. Empty cans. 12. Foods in noncombustible containers. 13. Fresh fruits in nonplastic trays or containers. 14. Frozen foods. B B B B B B B B B B B B B B B B B B B B B B B B B B B B B a B B 15. Glass bottles (empty or filled with nonflammable liquids). G B B B B B B B B B B B 16. Gypsum board. 17. Inert pigments. 18. Meats. 19. Metal cabinets. 20. Metal furniture. 21. Oil-filled distribution transformers. 22. Stoves. I B B B B B I I I I ATTACHMENT#3 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 2001 CALIFORNIA FIRE CODE 8101 ARTICLE 81 -HIGH-PILED COMBUSTIBLE STORAGE SECTION 8101 -GENERAL 8101.l Scope. Buildings containing high-piled combustible storage shall be in accordance with Article 81. In addition to the requirements of Article 81, aerosols shall be in accordance with Article 88, flammable and combustible liquids shall be in accor- dance with Article 79, and hazardous materials shall be in accor- dance with Article 80. I Storage of combustible paper records shall be in accordance with Article 81 and UFC Standard 81-4. 8101.2 Definitions. 8101.2.l General. For definitions of AEROSOL; ARRAY; ARRAY, CLOSED; BINBOX; COMMODITY; CURTAIN BOARD; EARLY SUPPRESSION FAST-RESPONSE SPRIN- KLER; EXPANDED PLASTIC; EXTRAHIGH-RACK COM- BUSTIBLE STORAGE; HIGH-PILED COMBUSTIBLE STORAGE; LONGITUDINAL FLUE SPACE; MANUAL STOCKING METHODS; MECHANICAL STOCKING METH- ODS; SHELF STORAGE; AND TRANSVERSE FLUE SPACE, see Article 2. 8101.2.2 Limited application. For the purpose of Article 81, certain tenns are defined as follows: IDGH-PILED STORAGE AREA is an area within a building which is designated, intended, proposed or actually used for high- piled combustible storage. SOLID SHELVING is shelving that is solid, slatted, mesh, or grated located within racks that obstructs sprinkler water penetra- tion through the racks. 8101.3 Permits and Plan Submittal. 8101.3.1 Permits. For a permit to use a building for high-piled combustible storage, see Section 105, Permit h.3. 8101.3.2 Plans and specifications submittal. At the time of permit application, plans and specifications including the infor- mation specified in Section 8101.3.2 shall be submitted for review and approval. Following approval of the plans, a copy of the ap- proved plans shall be maintained on the premises in an approved location. The plans shall include the following: l. Floor plan of the building showing locations and dimen- sions of high-piled storage areas. 2. Useable storage height for each storage area. 3. Number of tiers within each rack, if applicable. 4. Commodity clearance between top of storage and the sprinkler deflector for each storage arrangement. 5. Aisle dimensions between each storage array. 6. Maximum pile volume for each storage array. 7. Location and classification of commodities in accordance with Section 8101.4. 8. Location of commodities which are banded or encapsu- lated. 9. Location of required fire department access doors. 10. Type of fire-suppression and fire-detection systems. 11. Location of valves controlling the water supply of ceiling and in-rack sprinklers. 12. 'Iype, location and specifications of smoke-removal and curtain board systems. 13. Dimension and location of transverse and longitudinal flue spaces. 14. Additional information regarding required design features, commodities, storage arrangement and fire-protection features within the high-piled storage area shall be provided at the time of permit, when required by the chief. 8101.3.3 Evacuation plan. When required by the chlef, an evacuation plan for public accessible areas and a separate set of plans indicating location and width of aisles, location of exits and exit-access doors and exit signs, height of storage, and locations of hazardous materials shall be submitted at the time of permit ap- plication for review and approval. Following approval of the plans, a copy of the approved plans shall be maintained on the premises in an approved location. 8101.4 Commodity Classification. 8101.4.l General. I I I I I I I I I I I I I I I I I I I 8101.4.1.3 8101.4.2.2 ~tilii~i~~.~hi~irn~~s:pap~;board:·c~o~~:i; iguiv~i~~t•~oriiou~ifi~~~:: -~a;k.!1'':)i_~:il'.13:t ,-· : ~: _,;;--,i"!'~. -,:~~'..'.,:.:9a~s:U:p~xrifii.q~t\i~~;; .ar¢c:)l.llo:w~:!:#:J'. . ,a.J1tri1teP:_l!iiloQnt 9f'Group,-A'-pll\sr19_s.-ili, !!\!" · i[f t~!tl[:ttt,~1\7f 2;t; ' :, :I.li~?ilfl~--d¢_titf of fl_1,1~t~sc~nt;"ggftt:tii.ilb~;-in.(~~~n~ . . . , .. _ ., ti;fiiilii~s.f : :Ic,iw~_d-'t0'.'C9µtajn 1i!'niti;4·-atl).9uf:i'5 _of.~4p' ,f,: Pt,B .. pl,astic~.:-such·iµ; : ;iqi.eri/Jrbfoy.c1,~s-wj\h't>iiist~¢:Jfanq1e~;;Iit,'c111~;,~ais)ij1iftiris::·~1:04ii·,: ,).: : iiiii:$ii1;s 's.i-i¥lfbi,-H.i,ui(,ci :hLli~tord~~ii~ ~iJh $,ei;fio;i:·~ 1 out~{ , ,-• ' . ... _.. • '.! :~:-: \~ :,j·\~ .. ~ ,, '-\:/j:.f;/·/" ; ~-·:.·-.. - . ~' -·-.;: . 2001 CALIFORNIA FIRE CODE ~--'0Baper--ahd/plilp; :horizciritat-st6nig~;-or N.ertical'sfotage· tnat is>: , _::Ba~ir 8101.4.1.5 Class IV commodities. Class IV commodities are Class I, Il or III products containing Group A plastics in ordinary corrugated cartons and Classes L II and III products, with Group A plastic packaging, with or without pallets. Group B plastics and free-flowing Group A plastics are also included in this class. The total amount of nonfree-flowing Group A plastics shall be in ac- cordance with Section 8101 .4.3. Examples of Class IV commodi- ties include, but are not limited to, the following: 1-242 8101.4.2 Classification of plastics. 8101.4.2.1 General. Plastics sha11 be designated as Group A, B or C in accordance with Section 8101.4.2. 8101.4.2.2 Group A plastics. Group A plastics are plastic mate- rials having a heat of combustion that is much higher than that of ordinary combustibles, and a burning rate higher than that of Group B plastics. Examples of Group A plastics include, but are not limited to, the following: ABS (acrylonitrile-butadiene-styrene copolymer) Acetal (polyforrnaldehyde) Acrylic (polymethyl methacry1ate) Butyl rubber I SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA UNIFORM/CALIFORNIA CODES ANALYSIS I I I I I I I I I I I I I I I I I I ' ' Table 3.0 -SCI HAZARDOUS MATERIALS & STORAGE OPERATIONS ·operations. Location· ... :-:: : ~Q.cc::qpa_n~y!-; / .. , ·.;:·;~ -'.~,·,.;~:-:\;;;?ti~'. :>S~tC~o<1itiq'.q's1:~:: ~-· ·. · ··:r· .-,~::: _·:: ... 1. Receiving, 129 S-1 Shipping & Storage [continued on next page] I 'f' Eriksen·Rattan Associates Inc. 4719 Palm Avenue. La Mesa CA 91941 + Raw Materials [Production Materials]: • Raw materials will consist of pre-weighed [pre-batched] and pre-mixed products in containers received from the SCl's existing Geiger Court warehouse facility. • The raw materials will be delivered to the receiving area. • Container types in which raw materials will be received may involve any or all of the following: * Cardboard & fiberboard drums & containers. * Metal drums & containers. * Plastic drums & containers [Group C Plastics]. * Bagged materials in paper & plastic. • Raw materials will be all natural products, consisting primarily of fruit, vegetable and plant granulated solids, with a texture and consistency similar to that of salt & sugar, with one [11 liquid raw material [Class 111-B Combustible Liquid ->/=260oC/500oF flashpoint], as listed in Attachment 1. • The raw materials {including packaging] will be a Class Ill Commodity, with most classified as "nonhazardous" and a few classified as Irritants. • Raw materials will be stored in individual drums [40-100 gallon containers], individual packages, palletized and non-palletized in the receiving area. • There will be no encapsulated storage conditions. • Storage will involve a combination of rack and floor storage. • Rack Storage: * Racks will be metal with open shelving, with storage at </=12' above finished floor. * Racks will be seismically braced/anchored. • Floor Storage: Floor storage will be at </=6' above finished floor. • Raw materials will be manually transported on drum or pallet carts or hand-carried from the receiving area to the production areas. + Packaging Materials: • Packaging materials used to package the finished product for shipping will be received and stored in the receiving area. • Packaging materials will consist of cardboard/fiberboard cartons/boxes, plastic liners, cellophane & fiber tape and paper. • Packaging materials will involve a combination of Class Ill, IV and V-High Hazard commodities. • Cartoned and palletized packaging materials will be stored either in racks at the lowest level to a height of <4' or on shelves at <6' above the finished floor. • Racks and will be as indicated above for raw materials. Technical Report -Hazardous Materials & Storage Operations Code Requirements & Provisions -10/23/00 -Page 4 of 30 .. I SELTZER CHEMICALS INC.: 2840 Loker Avenue/Suite 150, Carlsbad CA I I I I I I I I I I I I I I I I I I UNIFORM/CALIFORNIA CODES ANALYSIS Table 3.0 -SCI HAZARDOUS MATERIALS & STORAGE OPERATIONS 1. Receiving, Shipping & Storage [continued] 2. Production [continued on next page] 129 + 137-Blending + 138-Blending + 139-Blending + 140-Weighing + 142-Weighing + 143-Blending + 144-Blending + 145-Blending 'f' Eriksen-Rattan Associates Inc. 4719 Palm Avenue, La Mesa CA 91941 S-1 F-1 +Pallets: • Pallet storage may involve a combination of metal, wood and nonexpanded polyethylene pallets. • Idle pallets will be stored on the floor, to a height of <6', with </=4 stacks of pallets per pallet pile. If multiple pallet piles are needed, they will be separated from each other by either a clear space >/=8' or >/=25' from other storage in the area. + Finished Products: • Finished products may be stored in the shipping area. • Finished products will be nonhazardous or exempted consumer products [UFC/CFC Table 8001.15-B/Footnote 7 and UBC/CFC Table 3-E/Footnote 9]. • Container types in for raw materials will be plastic lined cardboard boxes or fiberboard drums [Class Ill Commodities]. • Storage conditions will be as described on page 4 for raw material rack and floor storage. • There will be no encapsulated storage conditions. + Raw materials will be manually transported on drum or pallet carts or hand-carried from the receiving area to weighing and blending areas [Rooms 137-140, 142-145] through Hallway/130 and Service Corridor/141. + Raw materials will be as described in Item 1. + The raw materials will be manually transferred from containers into weighing equipment [scales [Rooms 140 & 142] or blending machines [Rooms 137-139, 143-145]. The transfer of solids will be with a hand-held scoop, with </=5 pounds transferred at any time. + Weighed materials will be moved from a weighing room to a blending room where materials will be manually transferred into a blending machine, by the same method described above. + Blending machines will be automatic, electrically operated and closed during the blending operation. +After the blending operation is completed, portable, localized, electrically operated particulate collection equipment [vacuum system] will be placed at the discharge opening of the blending machine to collect particulates that might become airborne during transfer operations. + The particulate collection equipment will be turned on and blended product will be transferred from the blending machine into containers. + Containers will consist of the following: • Cardboard boxes with plastic liners. • Fiber drums/containers with plastic liners. + Filled containers will be delivered to Packaging [Rooms 136 & 146] for inspection and packaging. Technical Report -Hazardous Materials & Storage Operations Code Requirements & Provisions -10/23/00 -Page 5 of 30 I I I I ATTACHMENT #4 I I I I I I I I I I I I I I I I I I I --· I I I I I I I I I . __ .... I I I . ......,. I I I 2001 CALIFORNIA FIRE CODE EPDM (ethylene-propylene rubber) FRP (fiberglass-reinforced polyester) Natural rubber (expanded) Nitrile rubber (acrylonitrile-butadiene rubber) PET or PETE (polyethylene terephthalate) Polybutadiene Polycarbonate Polyester elastomer Polyethylene Polypropylene Polystyrene (expanded and unexpanded) Polyurethane (expanded and unexpanded) PVC (polyvinyl chloride greater than 15 percent plasticized, e.g., coated fabric unsupported film) SAN (styrene acrylonitrile) SBR (styrene-butadiene rubber) 8101.4.2.3 Group B plastics. Group B plastics are plastic mate- rials having a heat of combustion and a burning rate higher than that of ordinary combustibles, but not as high as those of Group A plastics. Examples of Group B plastics include, but are not limited to, the following: Cellulosics (cellulose acetate, cellulose acetate butyrate, ethyl cellulose) Chloroprene rubber Fluoroplastics (ECTFE, ethylene-chlorotrifluoroethylene co- polymer; EI'FE, ethylene-tetrafluoroethylene copolymer; FEP, fluorinated ethylene-propylene copolymer) Natural rubber (nonexpanded) Nylon (Nylon 6, Nylon 6/6) PVC (polyvinyl chloride greater than 5 percent, but not exceed- ing 15 percent plasticized) Silicone rubber 8101.4.2.4 Group C plastics. Group C plastics are plastic mate- rials which have a heat of combustion and a burning rate similar to those of ordinary combustibles. Examples of Group C plastics in- clude, but are not limited to, the following: Fluoroplastics (PCTFE, polychlorotrifluoroethylene; PTFE, polytetrafluoroethylene) Melamine (melamine formaldehyde) Phenol PVC (polyvinyl chloride, rigid or plasticized less than 5 per- cent, e.g., pipe, pipe fittings) PVDC (polyvinylidene chloride) PVDF (polyvinylidene fluoride) PVF (polyvinyl fluoride} Urea (urea formaldehyde) 8101.4.3 Limited quantities of Group A plastics in mixed commodities. Figure 8101.4-A shall be used to determine the quantity of Group A plastics allowed to be stored in a package or carton or on a pallet without increasing the commodity classifi- cation. 8101.4.2.2 8101.6.6 _, ,_::,_ .. , · (!0111~odiW\<;l~s~, -~~qf~Q.,~)C~eJ?f .. a~.:Pr9,,v._1~e~)_n ~!X)Mn 8'.j.01.,f?.Z,: . ~,: :.-. -,·; -:: ~---~ ·-~~ ·.·--.~~. ,, ',: ... /;-,..,-. ..: -.·-. __ .,_ : ~-. ·-- 8101.5.2 Designation based on engineering analysis. The des- ignation of a high-piled combustible storage area, or portion there- of, is allowed to be based on a lower hazard class than that of the highest class of commodity stored when a limited quantity of the higher hazard commodity has been demonstrated by engineering analysis to be adequately protected by the sprinkler system pro- vided. The engineering analysis shall consider the ability of the sprinkler system to deliver the higher density required by the high- er-hazard commodity. The higher density shall be based on the ac- tual storage height of the pile or rack and the minimum allowable design area for sprinkler operation as set forth in the density/area figures provided in UFC Standards 81-1 and 81-2. The contiguous area occupied by hi~her-hazard commodity shall not exceed 120 square feet (I 1.15 rn ), and additional areas of higher-hazard com- modity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprinkler system shall be capable of delivering the higher I density over a minimum area of 900 square feet (83.6 m2) for wet pipe systems and 1,200 square feet (111.5 m2) for dry pipe sys- tems. The shape of the design area shall be in accordance with the Fire Code (see Section 9003, Standard n.2.9). 8101.6 Housekeeping and Maintenance. 8101.6.1 Rack structures. The structural integrity of racks shall be maintained. 8101.6.2 Ignition sources. 8101.6.2.1 General. Clearance from ignition sources shall be provided in accordance with Section 1109. 8101.6.2.2 Smoking. Smoking shall be prohibited. Approved NO SMOKING signs shall be conspicuously posted. See Sec- tion 1109.4. 8101.6.3 Aisle maintenance. When restocking is not being con- ducted, aisles shall be kept clear of storage, waste material and de- bris. Fire department access doors, aisles and exit doors shall not be obstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of24 inches (609.6 mm) shall be maintained in 48-inch (1219.2 mm) or smaller aisles, and a minimum unobstructed aisle width of one half of the required aisle width shall be maintained in aisles greater than 48 inches (1219.2 mm). During mechanical stocking operations, a minimum unob- structed aisle width of 44 inches (1117.6 mm) shall be maintained See Section 8102.10. 8101.6.4 Pile dimension and height limitations. See Sec- tion 8103.3. 8101.6.S Arrays. See Section 8103.4. 8101.6.6 Flue spaces. See Section 8104.3. 1-243 I I I I ATTACHMENT #5 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 2001 CALIFORNIA FIRE CODE TABLE 81-A-GENERAL FIRE-PROTECTION AND LIFE-SAFETY REQUIREMENTS 501-2,500 NR1 Yes NR5 NR TABLE81-A TABLE81-B .. · -:,,_::1_:::1---2-,5-0-1--l-2,-000---1---Ye_s_--+--N-R----1--NR~5-+--N-R---+--NR-6--1---N-R--1---l-00--1---4-0--1--40-0-,000--1 Public accessible _·,_·:_"_·i_:N·-~.·!l:· __ n·_-zP_·_:~so,bo.·pl_il·u,c __ ··_io·a:2nc_jcO ___ eoo,,_-·s_:s-•• 1'_,b:l-e; __ :_~_-:···.·_· .. :,-··:::: __ .·_· __ . __ ¥-: .. -_.-.e,·:/.,·-.-'.: .• : __ ,··:::,_. ___ ,_:.:_N:'_·._·.R.· __ ':'t'.,:C/~5. ·.';_,.:wt;'f'2."':j'ijzt>.'':;;,:'.::N~\.::-_·: ,._-.-io_o; --~ -;,_, -. _---------:', . -.i;!,~,;,'};\)j,f~>,~-~--'\<: ·, ·'" 2,501-12,000 NR 1 Yes Yes Yes Yes Yes 100 Nonpublic accessible {Option 2) 12,001-20,000 Yes NR Yes Yes NR6 Yes 100 40 400,000 20,001-500,000 Yes NR Yes Yes NR6 Yes 100 40 400,000 -_ .. -f .~ Greater than Yes 500,0008 NR Yes Yes 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!) 501-2,500 NR1 Yes Yes Ye~ Yes Yes 50 ?.O 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. 1When 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 wjth Section 8102.10. 4For storage in excess of the height inrucated, special fire protection shall be provided in accordance with Footnote 8 when required by the chief. See also Articles 79 and 88 for special limitations for flammable and combustible liquids and aerosols. 5Section 902.2 shall apply for fire apparatus access. 6Curtain boards shall be installed as required by the Building Code. See UBC Section 906. 7For storage exceerung 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 chlef. 9ffigh-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 (46 451.5 m2) in area. COMMODITY CLASSIFI• CATION I-IV (Option 1) I-IV (Option 2) High hazard (Option 1) High hazard {Option 2) TABLE 81-B-REQUIREMENTS FOR CURTAIN BOARDS AND SMOKE VENTING1 (See Sections 8102.7 ,4 and-6102.8.3) MAXIMUM AREA MAXIMUMSPAC· DESIGNATED FORMED BY CURTAIN INGOFVENT STORAGE HEIGHT CURTAIN BOARD BOARDS2 CENTERS (!eet) DEPTH(Ceetl (square feet) VENT AREA TO ([eel) MAXIMUM DISTANCE TO VENTS FROM WALL OR CURTAIN DOARDS3 (fed) x 0.0929 for ml FLOOR AREA RA· x3048Cor mm x3048formm TIO 20 or less 6 10,000 1:100 JOO 60 over20-40 6 8,000 1:75 100 55 20orless 4 3,000 1:75 100 55 over 20-40 4 3,000 1:50 100 50 20orless 6 6,000 1:50 100 50 over20-30 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 1For 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 bwldings are equipped with early suppression-fast response (ESFR) sprinklers, the curtafa 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 whlch form the perimeter of the curtained area. 1-247 I I ·1 I ATTACHMENT #6 I I I I 1· I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 13-118 fNSTALIATION OF SPRINKLER SYSTEMS 12.3.1.11.3 Where a storage rack, due to its length, requires less than the number ofin-rack sprinklers specified, only those in-rack sprinklers in a single rack need to be included in the calculation. 12.3.1.12* Horizontal Barriers and In-Rack Sprinklers. Hori- zontal barriers used in conjunction with in-rack sprinklers to impede vertical fire developmentshall be constructed of sheet metal, wood, or similar material and shall extend the full length and width of the rack. Barriers shall be fitted within 2 in. (51 mm) horizontally around rack uprights. 12.3.1.13 For Storage Up to and Including 25 ft (7.6 m). fn double-row and multiple-row racks without solid shelves, a lon- gitudinal (back-to-back clearance between loads) flue space shall not be required. Nomiual 6-in. (152.4-mm) transverse flue spaces between load.~ and at-rack uprights shall be main- tained in single-row, double-row, and multiple-row racks. Ran- dom variations in the width of flue spaces or in their vertical alignment shall be permitted. (See Section C.13.) 12.3.1.14 For Storage over 25 ft {7.6 m). 12.3.1.14.l Nominal 6-in. (152.4-mm) transverse flue spaces between loads and at rack uprights shall be maintained in single-row, double-row, and multiple-row rncks. Nominal 6-in. (152.4-mm) longitudinal flue spaces shall be pro~ided in double-row racks. Random variations in the width of the flue spaces or in their vertical alignment shall be permitted. 12.3.1.14.2 In single-row, double-row, or multiple-row racks, a minimum 6-in. (152.4-mm) vertical clear space shall be maintained between the sprinkler deflectors and the top of a tier of storage. Face sprinklers in such racks shall be located a minimum of 3 in. (76 mm) from rack uprights and no more 1.2 No No 8 2.4 4 1.2 Yes No 8 2.4 4 1.2 No No 8 2.4 II 4 1.2 Yes No 8 2.4 4-1.2 No No 8 2.4 III 4 1.2 Yes 1 level 4 I.2 Yes 1 level 8 2.-1 2002 Edition than 18 in. ( 460 mm) from the aisle face of storage. Longitu- dinal flue in-rack sprinklers shall be located at the intersection with the transverse flue space and v.ith the deflector located at or below the bottom of horizontal load beams or above or below other acljacent horizontal rack members. Such in-rack sprinklers shall be a minimum of 3 in. (76 mm} radially from the side of the rack uprights. 12.3.2 Protection Criteria for Rack Storage of Class I through Class IV Commodities Stored Up to and Including 25 ft {7 .6 m) ill Height. 12.3.2.l Control Mode Density-Area Sprinkler Protection Cri- teria for Rack-Storage of Class I through Class IV Commodi- ties Stored Up to and Including 25 ft (7.6 m) in Height. 12.3.2.1.l The area and densi~· for the hydraulically remote area and the water supply shall be determined as specified in 12.1.10 for storage up to 12 ft (3.7 m) and 12.3.2 for storage over 12 ft (3. 7 m). 12.3.2.1.1.l* Ceiling sprinkler water demand shall be deter- mined in accordance with 12.3.2.1.2 for single-and double-row racks or 12.3.2.1.3 for multiple-row racks. (See Section C.14.) 12.3.2.1.2* Single-or double-row racks for Class I, Class II, Class m, or Class IV commodities, encapsulated or nonencap- sulated in single-or double-row racks, ceiling sprinkler water demand in terms of density (gpm/ft2) (mm/min) and area of sprinkler operation (ft2 (m2) of ceiling or roof] shall be se- lected from the density/area curves of Figure 12.3.2.l.2(a) through Figure 12.3.2.1.2(g) that are appropriate for each commodity and configuration as shown in Table 12.3.2.1.2 and shall be modified as appropriate by 12.3.2.1.5. These re- quirements shall apply to portable racks arranged in the same manner as single-or double-row racks. 12.3.2. l.2(a) 12.3.2.l.2(e) 12.3.2.l.2(b) 12.3.2.1.2(e) CandD AandB CandD AandB CandD AandB CandD AandB CandD 12.3.2.l.2(c) 1-----1 AandB 12.3.2.1.2(1) l2.3.2.1.2(d) 12.3.2.l.2(g) CandD AaudB CandD AandB CandD AandB Yes FandH 12.3.2. l.2(a) EandC Yes GandH l2.3.2.l.2(e) Yes EandF GandH 12.3.2.1.2(b) EandF Yes GandH 12.3.2.l.2(e) EandF Yes GandH !2.3.2.1.2(c} EandF Yes I I I I I I I I I I I I I I I I I I I 6.i 6000 i C ,g 5000 e Q) a. 0 .; 4000 1 ·g_ ~ -3000 0 "' !!! ~ 2000 .Q> "' 0 0 1000 0.15 8.2 I A BC 0.20 Ceiling sprinkler density {mm/min) 10.2 12.2 14.3 16.3 18.3 D E FG H I ' .. ' I e~ I 0.25 0.30 0.35 0.40 0.45 Ceiling sprinkler density (gpm!ft2) J I 20.4 I ' I STORAGE - 557 1 C: 465 o ~ (!) a. 0 372 .; 279 :;2 C ·g. 0 "' ~ <ti 186 C nt -~ Single poi Q) y 0 design onl 93 0.50 Curve Legend A-Single-or double-row racks with a-rt (2.44-m) aistes wuh 286°F ( 141 °C) ceiling sprinklers and 165°F (74°C) in-rack sprinklers B-Single-ordouble-row rac~s with 8-ft (2.44-m) aisles with 165°F (7 4 °C) celling sprinklers and 165°F (74°C} in-rack sprinklers C -Single-or double-row racks with 4-ft (1.22-m) aisles or multiple-row racks with 286°F (141°C) ceiling sprinklers and 165°F (74°C) in-rack sprinkle,s 0-Single-or double-row racks with 4-ft {1.22-m} ·aisles or multiple-row racks with 165'f (74°C) ceiling sprinklers·and 165°F {74°C) in-rack sprinklers FIGURE 12.3.2.1.2(c) Sprinkler System Design Curves -20-ft (6.1-m) High Rack Storage - Class IU Nonencapsulated Commodities -Conventional Pallets. 'f 8.2 6000 § 5000 e Q) 0. 0 oi 4000 :;;: C •;;: w 0 3000 "' fa -~ :g 0 2000 ' 1000 0.20 Ceiling sprinkler density (mm/min) 10.2 12.2 14.3 16.3 18.3 20.4 l ol I A BC E FG H " " " • ' " I I I -I I 0.25 0.30 0.35 0.40 0.45 0.50 9eiling sprinkler density (gpmilt2) 22.4 I I 0.55 24.5 557 465 -372 279 186 93 0.60 Curve Legend A-Single-or double-row racks with 8-ft (2.44-m) aisles • with 286°F {141 'C) ceiling splinklers and 165°F (74'C) 1 c: in-rack sprinklers ~ B -Single-or double-row ~ racks with 8-lt (2.44-m} /li. aisles with 165°F (74°C) ::: ceiling sp<inklers ., and 165°F (74'C) i§ in-rack sprinklers 5. C -Single-or double-row racks ; with 4-ft (1.22-rn) aisles or ., multiple-row racks with 2! 286°F (141°C) ceiling • ~ sprinklers and 165°F (74°C) ·lil' in-rack sprinklers ., D-Single-or dc,uble-row racks o with 4-ft (1.22-m) aisles or multiple-row racks with 165°F (74'C) ceiling sprinklers and 165°F (74"C) in-rack sprinklers FIGURE 12.3.2.l.2(d) Sprinkler System Design Cun•es -20-ft (6.1-m) High Rack Storage - Class IV Nonencapsulated Commodities -Conventional Pallets. 13-121 Curve Legend -£-Single-or double-row racks with 8-ft (2.44-m) aisles and 286°F (141"C) ceiling sprinklers F -Single-or double-row racks with 8-ft (2.44-m) aisles and 165°F (743CJ ceiling sprinklers G -Single-or double-row racks • with 4-lt (1.22-m) aisles and·286°F (141°C) ceiling sprinklers H-Single-or double-row racks with 4-ft (1.22-m) aisles and 165°F (74°C) ceiling sprinklers / -MuUipltHOW racks with 8-ft (2.44-m) or wider aisles and 286'f (141 °C) ceiling sprinklers J ..,-Multiple-row racks with 8-ft (2.44-m) or wider aisles and 165°F (74°C) ceiling sprinklers Curve Legend i;_7~$(Q~t;;'l~ cio1,J~!e,~.;:1cks_ ·, , __ .willi.8,11'(2.44-m) a1~1es·,-,, ,. :: '~iif2a~~t11·.r1•ofc:eifino ·:' "_1>PJiQ~e~ -: . ~--· , , _ F -Single-or double-row racks with 8-fl (2.44-m) ais[es and 165°F (7 4 "C) ceiling sprinklers G -Single-or double-row racks with 4-ft (1.22-m) aisles and 286'f {141"C) ceiling sp,inklers H -Single-or double-row racks with 4-ft (1.22-m) aisles and 165°F (7 4 •c) ceiling sprinklers 2002 Edition I I I I I I I I I I I I I I I I I I STORAGE 13-127 12.3.2.l.5.8 \Vhere clearance from ceiling to top of Class lor Class r encapsulated storage is 1 ½ ft lo 3 ft (0.46 m to 0.91 rn), the sprinkler operating area indicated in curve F only of Fig- ure 12.3.2.1.2(e) shall be permitted to be reduced by 30 fer- cent but shall not be reduced to less than 2000 ft2 (186 m ) . 12.3.2.1.5.9 Where solid, flat-botton, combustible pallets arc used with storage height up to and including 25 ft (7.6 m), the densities that are indicated in the design cmves shown in Fig- ure 12.3.2.l.2(a) tlu·ough Figure 12.3.2.l.2(g), based on con- ventional pallets, shall be increased 20 percent for the given area. The percentage shall be applied to the density deter- mined in accordance with Figure 12.3.2.1.5.1. The increase in density shall not apply where in-rack sprinklers arc installed. 12.3.2.1.6* The minimum water supply requirements for a hydraulically designed occupancy hazard fire control sprin- kler system shall be determined by adding the hose stream demand from Table 12.3.2.1.6 to the vvater supply for sprin- klers determined in 12.3.2.1. This supply shall be available for the minimum duration specified in Table 12.3.2. 1.6. (See Section G.8.) 12.3.2.l.6.l An allowance for inside and outside hose shall not be required where tanks supply sprinklers only. 12.3.2.1.6.2 Where pumps taking suction from a private fire service main supply sprinklers only, the pump need not be sized co accommodate inside and outside hose. Such hose allowance shall be considered in evaluating the avail- able water supplies. 12.3.2.2 Large Drop Sprinklers and Specific Application Control Mode Sprinklers for Rack Storage of Class I through Class IV Commodities Stored Up to and Including 25 ft {7.6 m) in Height. 12.3.2.2.l Protection of single-, double-, and multiple-row rack storage without solid shelves for Classes r through IV com- modities shall be in accordance with Table 12.3.2.2.1 (a) or Table 12.3.2.2.l{b). 12.3.2.2.2 Where in-rack sprinklers are requfred by Table 12.3.2.2.1 (a) and Table 12.3.2.2.1 (b), in-rack sprinkler spac- ing, design pressure, and hydraulic calculation criteria shall be in accordance i1-ith the requirements of 12.3.2.4 as appli- cable for the commoqity. 12.3.2.2.3 Protection shall be provided as specified in Table 12.3.2.2.l(a) and Table 12.3.2.2.l(b) or appropriate NFPAstandards in terms of minimum operating pressure and the number of sprinklers to be included in the design area. 12.3.2.2.3.1 For design purposes, 95 psi (6.6 bar) shall be the maximum dischai:ge pressure at the hydraulically most remote sprii1kler. 12.3.2.2.3.2 Open Wood Joist Construction. (A) Where large drop K-1~.2 sprinklers are installed under open wood joist construction, their minimum operating pres- sure shall be 50 psi (3.4 bar). (B) ·where each joist channel of open, wood joist construc- tion is fully fire-stopped to its full depth at intervals not ex- ceeding 20 ft (6.1 m), tire lower pressures specified in 1able 12.3.2.2.l(a} shall be permitted JO be used. 12.3.2.2.3.3 The design area shall be a rectangular area hav- ing a dimension parallel to the brmch lines at least 1.2 times the square root of Lhe area protected by the number of sprin- klers to be included in the design area. Any fractional sprin- kler shall be included in the design area. 12.3.2.2.3.4 Hose stream demand and water supply duration requirements shall be in accordance with Table 12.3.2.2.l(a) and Table 12.3.2.2.1 (b). 12.3.2.2.3.5 Preaction Systems. (A) For the purpose of using Table 12.3.2.2.l(a) and Table 12.3.2.2.1 {b), preaction systems shall be classified as dty pipe systems. (B) v\lhere it can be demonstrated that the detection system activating the preaction system will cause water to be at the spiinklers when they operate, preactioq systems shall be pe,~ mitted to be treated as wet pipe systems. 12.3.2.2.3.6 The nominal diameter of branch line pipes (including riser nipples) shall meet the following: {l) Pipe diameter shall not be not less than 11/., in. (33 mm) nor greater than 2 in. (51 mm). {2) Starter pieces shall be permitted to be 2½ in. {64 mm). (3) Where branch lines are larger than 2 in. (51 mm), the sprinkler shall be supplied by a iiser nipple to elevate the sprinkler 13 in. (330 mm) f9r 2½ in. (64-mm) pipe and 15 in. (3SO mm) for 3-in. (76-mn1) pipe. These dimen- sions are measured from the cente,line of the pipe to the deflector. In lieu of this, spiinklers shall be permitted to be offset horizontally a minimum ofl2 in. (305 mm}. 12.3.2.2.3.7 Building steel shall not require special protection where Table 12.3.2.2.l(a) and Table 12.3.2.2.l(b) is applied as appropriate for the storage configuration. 12.3.2.3* Early Suppression Fast-Response (ESFR) Sprinklers foi: Rack Storage of Class I thro!-{gh Class IV Commodities Stored Up to and Including 2~ ft (7 .6 m) in Height. 12.3.2.3.1 Protection of single-, double-, and multiple-row rack storage of Classes I through IV shall be in accordance with Table 12.3.2.3.1. 2002 Edition I I I I ATTACHMENT#7 I I I I I I 'I I I I I I I I I I I I I I I I I I I I I I I I I I I I 2001 CALIFORNIA FIRE CODE 901 PART III GENERAL PROVISIONS FOR SAFETY ARTICLE 9 -FIRE DEPARTMENT ACCESS ANO WATER SUPPLY SECTION 901 -GENERAL 901.1 Scope. Fire department access and water supply shall be in accordance with Article 9. For firesafety during construction, alteration or demolition of a building, see Article 87. 901.2 Permits and Plans. 901.2.1 Pennits. A permit is required to use or operate fire hy- drants or valves intended for fire-suppression purposes which are installed on water systems and accessible to public highways, al- leys or private ways open to or generally used by the public. See Section 105, Permit f. 1. EXCEPTION: A permit is not required for persons employed and authorized by the water company which supplies the system to use or operate fire hydrants or valves. 901.2.2 Plans. 901.2.2.1 Fire apparatus access. Plans for fire apparatus access roads shall be submitted to the fire department for review and ap- proval prior to construction. 901.2.2.2 Fire hydrant systems. Plans and specifications for fire hydrant systems shall be submitted to the fire department for review and approval prior to construction. 901.3 Timing of Installation. When fire protection, including fire apparatus access roads and water supplies for fire protection, is required to be installed, such protection shall be installed and made serviceable prior to and during the time of construction. EXCEPTION: When alternate methods of protection, as ap- prove<,!, are provided, the requirements of Section 901.3 may be modi- fied or waived. 901.4 Required Marking of Fire Apparatus Access Roads, Addresses and Fire-protection Equipment. 901.4.1 General. Marking of fire apparatus access roads, ad- dresses and fire-protection equipment shall be in accordance with Section 901.4. 901.4.2 Fire apparatus access roads. When required by the chief, approved signs or other approved notices shall be provided and maintained for fire apparatus access roads to identify such roads and prohibit the obstruction thereof or both. 901.4.3 Fire-protection equipment and f"ire hydrants. Fire- protection equipment and fire hydrants shall be clearly identified in an approved manner to prevent obstruction by parking and other obstructions. When required by the chief, hydrant locations shall be identi- fied by the installation of reflective markers. See also Section 1001. 7. 901.4.4 Premises identification. Approved numbers or ad- dresses shall be provided for all new and elCisting buildings in such a position as to be plainly visible and legible from the street or road fronting the property. 901.4.5 Street or road signs. When required by the chief, streets and roads shall be identified with approved signs. 901.5 Obstruction and Control of Fire Apparatus Access Roads and Fire-protection Equipment. See Sections 902.2.4 and 1001.7. 901.6 Fire Protection in Recreational Vehicle, Mobile Home and Manufactured Housing Parks, Sales Lots and Storage Lots. Recreational vehicle, mobile home and manufactured housing parks, sales lots and storage Jots shall provide and main- tain fire hydrants and access roads in accordance with Sections 902 and 903. EXCEPTION: Recreational vehicle parks located in remote areas shall be provided with protection and access roadways as required by the chief. , 902,2: · · ·-· roa'ds":sna1t1:i'i:-' .;_ ,~·,, ' '" ';i: ~bf_~ri¢;f :, · .. , ,, , : -- buil9,ifig,ol"{aci ty :,access-to,, -· :~uM111itf: -~<=.Jtr): ~t~{!\ftk:~\:t~}f}li 1:,{1 :?i<t:,?t~·:,: _-: -·: EXCEPTIONS: L When buildings are completely protecied w,th- an approved automatic fire sprinkler system, the provisions of Sections 902.2.l and 902.2.2 may be modified by the chief. 2. When access roads =ot be installed due to location on property, topography, waterways, nonnegotiable grades or other similar condi- tions, the chief is authorized to require additional fire protection as spe- cified in Section 1001.9_ 3. When there are not more than two Group R, Di vision 3, or Group U Occupancies, the requirements of Sections 902.2.1 and 902.2.2 may be modified by the chief. More than one fire apparatus road shall be provided when it is determined by the chief that access by a single road might be im- paired by vehicle congestion, condition of terrain, climatic condi- tions or other factors that could limit access. For high-piled combustible storage, see Section 8102.6.l. For required access during construction, alteration or demoli- tion of a building, see Section 8704.2. 902.2.2 Specifications. 902.2.2.1 Dimensions. Fire apparatus access roads shall have an unobstructed width of not less than 20 feet (6096 nun) and an un- obstructed vertical clearance of not less than 13 feet 6 inches (4115 mm). EXCEPTION: Vertical clearance may be reduced, provided such reduction-does not impair access by fire apparatus and approved signs are installed and maintained indicating the established vertical clear- ance when approved. 1-29 I I I I ATTACHMENT #8 I I ,, I ,1· I I I I' I 1· I I I I I I I I ....__ __ ... I I I I I I I I I I I I I I I 2001 CALIFORNIA BUILDING CODE position shall be the NORMAL, nonemergency, building control position. When a firefighter's control panel is in the AUTO posi- tion, the actual status of the device ( on, off, open, closed) shall continue to be indicated by the status indicator described above. 905.14 Response Time. Smoke-control system activation shall be initiated immediately after receipt of an appropriate automatic or manual activation command. Smoke-control systems shall acti- vate individual components (such as dampers and fans) in these- quence necessary to prevent physical damage to the fans, dampers, ducts and other equipment. The total response time for individual components to achieve their desired operating mode shall not exceed the following: 1. Control air isolation valves Immediately 2. Smoke damper closing 15 seconds 3. Smoke damper opening 15 seconds maximum 4. Fan starting ( energizing) 15 seconds maximum s. Fan stopping (de-energizing) Immediately 6. Fan volume modulation 30 seconds maximum 7. Pressure control modulation 15 seconds maximum 8. Temperature control safety override Immediately 9. Positive indication of status 15 seconds maximum For purposes of smoke control, the firefighter's control panel response time shall be the same for ~utomatic or manual smoke-control action initiated from any other building control point. 905.15 Acceptance Testing. 905.15.1 General. Devices, equipment, components and se- quences shall be individually tested. These tests, in addition to those required above or by other provisions of this code, shalkon- sist of determination of function, sequence and, where applicable, capacity of their installed condition. 905.15.2 Detection devices. Smoke or fire detectors that are a part of a smoke-control system shall be tested in accordance with the Fire Code in their installed condition. When applicable, this testing shall include verification of airflow in both minimum and maximum conditions. 905.15.3 Ducts. Ducts that are part of a smoke-control system shall be traversed using generally accepted practices to determine actual air quantities. 905.15.4 Dampers. Dampers shall he tested for function in their installed condition. 905.15.5 [nlets and outlets. Inlets and outlets shall be read us- ing generally accepted practices to determine air quantities. 905.15.6 Fans. Fans shall be examined for correct rotation. Measurements of voltage, amperage, revolutions per minute and belt tension shall be made. 905.15. 7 Smoke barriers. Measurements using inclined ma- nometers shall be made of the pressure differences across smoke barriers. Such measurements shall he conducted for each possible smoke-control condition. 905.15.8 Controls. Each smoke zone, equipped with an auto- matic initiation device, shall be put into operation by the actuation of one such device. Each additional such device within the zone shall be verified to cause the same sequence but the operation of fan motors may be bypassed to prevent damage. 905.13.3 906.3 Control sequences shall be verified throughout the system, in- cluding verification of override from the firefighter's control pan- el and simulation of standby power conditions. 905.15.9 Reports. A complete report of testing shall be pre- pared by the required special inspector or special inspection agency. The report shall include identification of all devices by manufacturer, nameplate <lata, design values, measured values and identification tag or mark. The report shall be reviewed by the responsible designer, and when satisfied that the design intent has been achieved, the responsible designer shall affix the designer's signature and date to the report with a statement as follows: I have reviewed this report and by personal knowl- edge and on-site observation certify that the smoke- control system is in substantial compliance with the design intent, and to the best of my understanding com- plies with requirements of the code. A copy of the final report shall be filed with the building official and an identical copy shall be maintained in an approved location at the building. 905.15.10 Identification and documentation. Charts, draw- ings and other documents identifying and locating each compo- nent of the smoke-control system, and describing their proper function and maintenance requirements shall be maintained on file at the building with the above-described report. Devices shall have an approved identifying tag or mark on them consistent with the other required documentation and shall be dated indicating the last time they were successfully tested and by whom. 905.16 Acceptance. Buildings, or portions thereof, required by this code to comply with this section shall not be issued a certifi- cate of occupancy until such time that the building official deter- mines that the provisions of this section have been fully complied with and that the fire department has received satisfactory instruc- tion on the operation, both automatic and manual, of the system. EXCEPTION: In buildings of phased construction, the building official may issue a temporary certificate of occupancy if those por- tions of the building to be occupied meet the requirements of this sec- tion and that the remainder does not pose a significant hazard to the safety oftl1e proposed occupants or adjacent buildings. ii~2t' !-~---,~¥,;c~Jf ~~~~Jf~[~ftYi~i~~\ ~~;;_\:. ,_ ,:; ' -··-,_ ;_;~ll!\Jk~:1u:i~].~at)'en:t§J9gm.p)yi!l,g;~\df)i ~, ~. w fif,-bp~rii/ig~-j1ia:1t&-e:iri'::;_ii)Jep,,fa,ac'coig,+·;~ :&; ,, :,:, ': -~'~'*'.:'~it) sr1!,;-dfffc~blliiclfni!s\fn.,;-d;ff'fafi~leS·a#as·~~li:t/"'!. storage docs not exceed 12 feet (3658-mm) in height. 2. Group S, Division 2 Occupancies used for hulk frozen food stor- age when the building is protected by a complete automatic sprinkler system. 2. In Group H, Divisions 1, 2, 3, 4 or 5 Occupancies any of which are over 15,000 square feet (1394 m2) in single floor area. For requirements on smoke and heat venting in buildings with high-piled combustible stock, see the Fire Code. 906.2 Mixed Occupancies. Venting facilities shall be installed in buildings of mixed occupancy on the basis of the individual oc- cupancy involved. 906.3 'fypes of Vents. Vents shall be fixed in the open position or vents shall be activated by temperature and shall open automati- cally in the event of fire. 1-103 I I I I ATTACHMENT #9 I I - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 906.3 TABLE9-A Fixed openings may consist of skylights or other openings that provide venting directly to exterior above the plane of the main roof in which they are located. Vents shall meet the design criteria of this section regarding elevation, and Section 906.5 regarding venting area, dimensions, spacing and venting ratios. The build- '.{ ing official[for DSA/SS, OSHPD I] the enforcement agency may require documentation of the design to ensure proper performance of required venting. Temperature activation of vents shall be at or near the highest elevation of the ceiling and in no case lower than the upper one third of the smoke curtain. Where plain glass is used, provisions shall be made to protect the occupants from glass breakage. In no case shall vents be located closer than 20 feet (6096 mm) to an ad- jacent property line. 906.4 Releasing Devices. Release devices shall be in accord- ance with UBC Standard 15-7. 906.5 Size and Spacing of Vents. 906.5.1 Effective venting ania. The effective venting area is the minimum cross-sectional area through which the hot gases must pass en route to atmosphere. The effective venting area shall not be Jess than 16 square feet (1.5 m2) with no dimension less than 4 feet (1219 mm), excluding ribs or gutters whose total width does not exceed 6 inches (152 mm). 906.5.2 Spacing. The maximum center-to-center spacing be- tween vents within the building shall be: 1. In Groups B, F, Mand S Occupancies: 120 feet (36 576 mm). 2001 CALIFORNIA BUILDING CODE 2. In Group H Occupancies: 100 feet (30 480 mm). 906.5.3 Venting ratios. The following ratios of effective area of vent openings to floor areas shall be: L In Groups B, F, Mand S Occupancies: 1:100. 2. In Group H Occupancies: 1:50. ::I}t{,tit{{1:rrtitiI:bitJ:~11iit~l,p-ij1;~4:~Ji;t~~~~ · ~'.~:Vtlfl~iJ:~uy~~,1~ 1p-j.~~.r,1.a~ce~~!~!Nhe.l?r~v..1si,_()[i~ ?~~1f~~c.t~6J!,: 906.6.2 Construction. Curtain boards shall be sheet metal, as- bestos board, lath and plaster, gypsum wallboard or other ap- proved materials that provide equivalent performance that will resist the passage of smoke. All joints and connections shall be smoke tight. 906.6.3 Location and depth. Curtain boards shall extend down from the ceiling for a minimum depth of 6 feet (1829 mm), but need not extend closer than 8 feet (2438 mm) to the floor. In Group H Occupancies, the minimum depth shall be 12 feet (3658 mm) except that it need not be closer than 8 feet (2436 mm) to the floor, provided the curtain is not less than 6 feet (1829 mm) in depth. 906.6.4 Spacing. The distance between curtain boards shall not exceed 250 feet (76 200 mm) and the curtained area shall be lim- ited to 50,000 square feet ( 4645 m2). In Group H Occupancies, the distance between curtain boards shall not exceed 100 feet (30 480 mm) and the curtained area shall be limited to 15,000 square feet (1394m2). TABLE 9-A--STANDPIPE REQUIREMENTS OCCUPANCY NONSPRINKLERED BUILOINQ1 SPRINKLEREO BUILOING2,3 x 304.8 for mm x 0,0929 for m2. Standpipe Cfas.s Hose Requirement Standpipe Class Hose Requirement 1. Occupancies exceeding 150 feet in height and more than one story III Yes l No 2. Occupancies four stories or more but less than 150 (I andU4] 5 I No feet in height, except Group R, Division 36 (or III) Yes 3. Grouv. A Occupancies with occupant load exceeding II Yes No requirement No 1,0007 4. Group A, Division 2.1 Occupancies over 5,000 II Yes II Yes square feet in area used for exhibition 5. Groups l; H; B; S; M; F, Division 1 Occupancies less than four stories in height but greater than 20,000 f14 Yes No requirement No square feet per tloor6 6. Stages more than 1,000 square feet in area I{ No III No t Except as otherwisespecified in Item 4ofthis table, Class II standpipes need not be provided in basements having an automatic fire-extinguishing system through- out. 2The standpipe system may be combined with the automatic sprinkler system. 3Portionsofotherwisesprinkleredbuildings that are not protected by automatic sprinklers shall have Class II standpipes installed as required for the unsprinklered portions. 4 In open structures where Class Il standpipes may be damaged by freezing, 1he building official may authorize the use of Class I standpipes that are located as required for Class II standpipes. 5Hose is required for Class II standpipes only. 6For the purposes of this table, occupied roofs of parking structures shall be considered an additional story. In parking structures, a tier is a story. 7Class II standpipes need not be provided in assembly areas used solely for worship. 1-104 I I I I ATTACHMENT#lO I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 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 requrred 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 Heat 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 beat 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 Gass I or Gass II commodity 1s not required to be provided with smoke and heat vents or mechanical smoke removal when protected by an automatic sprinkler system. 8102.7.2 'Iypes of vents. Smoke and heat vents shall be approved and shall be labeled to indicate compliance with nationally recog- . nized standards. See Article 90, Standards f.1.2, i.2.1 and u. l.12. Smoke and beat vents shall be operated automatically by activa- tion of any one of the following: l. An approved fixed-temperattrre 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 16 square feet (1.49 m2) with no dimension less than 4 feet (1219 mm), excluding ribs or gutters having a total width not exceeding 6 inches (152.4 mm). 8102.7.4 Vent locations. Smoke and heat vents shall be 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 bigh-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 shaU 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 shaU 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 m 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 shal°t 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 abc,ive 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. "g"'·' .1'spo' ~*"'l~ :.}J > N4U :>,~r':·~f~~~P~fr~~, 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 I I I I I I I I I I I I I I I I I I I 1001.5.4 1001.7.2 the chief, quarterly tests of such systems shall be conducted by ap- proved persons. A written record shall be maintained and shall be made available to the inspection authority. 1001.5.5 Smoke-control systems. Mechanical smoke-control systems, such as those in high-rise buildings, buildings containing atria, covered mall buildings and mechanical ventilation systems utilized in smokeproof enclosures and for smoke-removal sys- tems utilized in high-piled combustible storage occupancies, shall be maintained in an operable condition at all times. Unless other- wise required by the chief, quarterly tests of such systems shall be conducted by approved persons. A written record shall be main- tained and shall be made available to the inspection authority. 1001.6 Tampering with Fire-protection Equipment, Barri- ers, Security Devices, Signs and Seals. 1001.6.1 Fire department property. Apparatus, equipment and appurtenances belonging to or under the supervision and con- trol of the fire department shall not be molested, tampered with, damaged or otherwise disturbed unless authorized by the chief. 1001.6.2 Fire hydrants and fire appliances. Fire hydrants and fire appliances required by this code to be installed or maintained shall not be removed, tampered with or otherwise disturbed except for the purpose of extinguishing fire, training, recharging or mak- ing necessary repairs, or when allowed by the fire department. When a fire appliance is removed as herein allowed, it shall be re- placed or reinstalled as soon as the purpose for which it was re- moved has been accomplished. 1001.6.3 Barriers, security devices, signs and seals. Locks, gates, doors, barricades, chains, enclosures, signs, tags or seals which have been installed by the fire department or by its order or under its control shall not be removed, unlocked, destroyed, tam- pered with or otherwise molested in any manner. See also Sections 103.4.3.3 and 902.2.4.2. EXCEPTION: When authorized by the chicforperfonned by pub- lic officers acting within their scope of duty. 1001.6.4 Fire alarms. See Sections 1006.1.2 and 1302. 1001.7 Obstruction and Impairment of Fire Hydrants and Fire-protection Equipment. 1001.7.1 General. Posts, fences, vehicles, growth, trash, stor- age and other materials or things shall not be placed or kept near fire hydrants, fire department inlet connections or fire-protection system control valves in a manner that would prevent such equip- ment or fire hydrants from being immediately discernible. The fire department shall not be deterred or hindered from gaining im- mediate access to fire-protection equipment or hydrants. 1001.7.2 Clear space around hydrants. A 3-foot (914.4 mm) clear space shall be maintained around the circumference of fire hydrants except as otherwise required or approved. 1001.7.3 Fire-extinguishing equipment. Class II standpipe hose stations, Class I and Class Ill standpipe outlets, and portable frre extinguishers shall not be concealed, obstructed or impaired. 1001.7.4 Fire alarm equipment. Alarm-initiating devices, AL c alarm [For SFMJ notification appliances and annunciators shall LA not be concealed, obstructed or impaired. 1001.8 Marking of Fire-protection Equipment and Fire Hy- drants. Fire-protection equipment and fire hydrants shall be clearly identified in an approved manner to prevent obstruction by parking and other obstructions. See also Section 901.4.3. 1-34 2001 CALIFORNIA FIRE CODE 1001.9 Special Hazards. For occupancies of an especially haz- ardous nature or where special hazards exist in addition to the nor- mal hazard of the occupancy, or where access for fire apparatus is unduly difficult, the chief is authorized to require additional safe- guards consisting of additional fire appliance units, more than one type of appliance, or special systems suitable for the protection of the hazard involved. Such devices or appliances can consist of au- tomatic fire alann systems, automatic sprinkler or water spray sys- tems, standpipe and hose, fixed or portable fire extinguishers, suitable fire blankets, breathing apparatus, manual or automatic covers, carbon dioxide, foam, halogenated or dry chemical or oth- er special fire-extinguishing systems. Where such systems are provided, they shall be designed and installed in accordance with the applicable SFM Adopted Standards. See Article [For SFMJ CL See Article 91 and Section 101.3. AL 1001.10 Fire Appliances. The chief is authorized to designate the type and number of fire appliances to be installed and main- tained in and upon all buildings and premises in the jurisdiction other than private dwellings. This designation shall be based on the relative severity of probable fire, including the rapidity with which it could spread. Such appliances shall be of a type suitable for the probable class of fire associated with such building or premises and shall have approval of the chief. B B 1002.2 Prohibited Types. Vaporizing liquid extinguishers con-g taining carbon tetrachloride or chlorobrornomethane shall not be ~ installed or used in any location for fire-protection use. ~ Soda-acid, foam, loaded stream, antifreeze and water fire extin-3 guishers of the inverting types shall not be recharged or placed in 3 service for fire-protection use. g B 1002.3 Sale of Defective Fire Extinguishers. Fonns, types or : kinds of fire extinguishers which are not approved or which are g not in proper working order, or the contents of which do not meet ~ the requirements of this code, shall not be sold or traded. ~ EXCEPTION: The sale or trade of fire extinguishers to a person engaged in the business of selling or handling such e1'tinguishers, and the sale or exchange of obsolete or damaged equipment for junk. SECTION 1003 -FIRE-EXTINGUISHING SYSTEMS 1003.1 Installation Requirements. B B B B B B B B B B ' 1003.1.1 General. Fire-extinguishing systems shall be installed g in accordance with the Building Code and Section 1003. ~ Fire hose threads used in connection with fire-extinguishing i systems shall be national standard hose thread or as approved. ~ B The location of fire department hose connections shall be ap-g proved. g In builrungs used for high-piled combustible storage, fire protection shall be in accordance with Article 81. 1003.1.2 Standards. Fire-extinguishing systems shall comply with the Building Code. (See UBC Standard 9-1.) EXCEPTIONS: I. Automatic fire-extinguishing systems not cov- ered by the Building Code shall be approved and installed in accor- dance with approved standards. B B B B B B B B B B B B B B I I I I ATTACHMENT#ll I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 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 Heat 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 lS not required to be provided with smoke and heat vents or mechanical smoke removal when protected by an automatic sprinkler systenL 8102.7.2 '.lypes ofvents. Smoke and heat vents shall be approved and shall be labeled to indicate compliance with nationally recog- nized standards. See Article 90, Standards f.1.2, i.2.1 and u.1.12. Smoke and beat 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 16 square feet (1.49 m2) with no dimension less than 4 feet (1219 mm), excluding ribs or gutters having a total width not exceeding 6 inches (152.4 mm). 8102.7.4 Vent locations. Smoke and heat vents shall be 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. ' . .;:; ·-: ·--~, ': , '"~ . -·•-" .• ,;~t9-rage1iq:¢@ ~,ll:G,~g,7,~0Q ~quari;:cf~( ('4,3J,_i2u-~~}m'¥~a,and lies)~'ir.fteifti:i f<iq4!Jh:·hfgi:i"1iazai:cl~d.6mmoclitifs/-, -: , -:'.'-,;, ;, ·: · :.~. ;. · 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 nun) 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 sha11 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 I I I I I I I I I I I I I I I I I I I L C L A L C L A L C 1004.2.5.2.3 1004.3.2.3.2 the exit occurs within a fire-resistive corridor complying with Section 1004.3.4.3.1. The length of such corridor shall not be less than the amount of the increase taken, in feet (mm). 1004.2.5.2.4 Open parking garages. In a Group S, Division 4 open parking garage as defined in Section 311.9, the travel dis- tance shall not exceed 300 feet (91 440 mm) in a building not equipped with an automatic sprinkler system throughout and 400 feet (121 920 mm) in a building equipped with an automatic sprin- kler system throughout. The travel distance may be measured to open stairways, which are permitted in accordance with Section 1005.3.3.1. 1004.2.5.2.5 Factory, hazardous and storage occupancies. In a one-story building classified as a Group H, Division 5 aircraft re- pair hangar, or as a Group For Group S Occupancy, the travel dis- tance shall not exceed 300 feel (91440 mm) and may be increased to400 feet (121 920 mm) if the building is equipped with an auto- matic sprinkler system throughout and is also provided with smoke and heat ventilation as specified in Section 906. i¥1)l:i>/ll'#··~!i~t'-. , cf}i)\i11n.0J1JfeiW<i[~:~}f:iicif~f· c!l29tw.fy·,µ;.,f~U:i.r~d,:.!!l~ ,~ss• sh~fF~e ;arra_rig¥d.lti~l1.1Jfi:at'_· ':t1tei'.~i!'re:h6 ~e~¢&4di inJa/Ma y),ana;~orritlors m<?re'.th;in~Qf~¢r-} ·1t~1i~~i!!f :~:hi~t~n;1;::::? ·\'_·,·; :(::.:-';;~·, \,.::.\?-'}·· 1004.3.1 General. Exit-access components incorporated into the design of the exit-access portion of the means of egress system shall comply with the requirements of Section 1004.3. 1004.3.2 Aisles. 1004.3.2.1 General. Aisles serving as a portion of an exit access in the means of egress system shall comply with the requirements of Section 1004.3.2. Aisles shall be provided from all occupied portions of the exit access that contain seats, tables, furnishings, displays, and similar fixtures or equipment. 1004.3.2.2 Width in occupancies without fixed seats. The width of aisles in occupancies without fixed seats shall be deter- mined in accordance with the following: 1. ln areas serving employees only, the minimum aisle width shall be 24 inches (610 mm), but not less than the width deter- mined as specified in Section 1003.2.3. 2. In public areas of Groups B and M Occupancies, and in assembly occupancies without fixed seats, the minimum clear aisle width shall be 36 inches (914 mm) where seats, tables, fur- nishings, displays and similar fixtures or equipment are placed on only one side of the aisle and 44inches (1118 mm) where such fix- tures or equipment are placed on both sides of the aisle. EXCEPTION [For SFMJ: Libraries with open book stacks shall liave main aisles no less thari 44 i11ches (I118 mm) in width, and side, range at:d end aisles no less than 36 inches (914 mm) ill widtlL The required width of aisles shall be unobstructed. EXCEPTION: Handrails and doors, when fully opened, shall not reduce the required width by more than 7 inches (178 mm). Doots in any position shall not reduce therequired width by more than one half. Other nonstructural projectionssuchastrim and similardecorative fea- tures may project into the required width 11'2 inches (38 mm) from each side. 1004.3.2.3 Occupancies with fixed seats. Aisles in occupancies with fixed seats shall coniplywith the requirements of this section. 1004.3.2.3.l Width. The clear width of aisles shall be based on the number of fixed seats served by such aisles. The required width of aisles serving fixed seats shall not be used for any other purpose. 1-114 2001 CALIFORNIA BUILDING CODE The minimum clear width of aisles in buildings without smoke- protected assembly seating shall be in accordance with Table 10-C. The minimum clear width of aisles in buildings where smoke- protected assembly seating has been provided, and for which an approved life-safety evaluation has also been conducted, shall be in accordance with Table 10-D. For Table 10-0, the number of seats specified must be within a single assembly place, and inter- polation shall be permitted between the specified values shown. For both tables, the minimum clearwidths shown shall be modi- fied in accordance with the following: 1. Where risers exceed 7 inches (178 mm) in height, multiply the stairway width in the tables by factor A, where: A= 1 + (riserheight_:-7,0inches) (4-l) ) For SI: A = 1 (riser height -178 mm) + 127 Where risers do not exceed 7 inches (178 mm) in height, A = 1. 2. Stairways not having a handrail within a 30-incb (762 mm) horizontal distance shall be 25 percent wider than otherwise cal- culated, i.e., multiply by B = 1.25. For all other stairs, B = I. 3. Ramps steeper than 1 unit vertical in 10 units horizontal (10% slope)where used in ascent shall have their width increased by 10 percent, i.e., multiply by C = 1.10. For ramps not steeper than 1 unit vertical in 10 units horizontal (10% slope), C = 1. Where fixed seats are arranged in rows, the clear width of aisles shall not be less than set forth above or less than the following minimum widths: 3.1 Forty-eight inches (1219 mm) for stairways having seating on both sides. 3.2 Thirty-six inches (914 mm) for stairways having seat- ing on one side. 3.3 Twenty-three inches (584 mm) between a stairway handrail and sealing where the aisles are subdivided by the handrail. 3.4 Forty-two inches (1067 mm) for level or ramped aisles having seating on both sides. 3.5 Thirty-six inches (914 mm) for level or ramped aisles having seating on one side. 3.6 Twenty-three inches (584 mm) between a stairway handrail and seating where an aisle does not serve more than five rows on one side. Where exit access is possible in two directions, the width of such aisles shall be uniform throughout their length. Where aisles converge to form a single path of exit travel, the aisle width shall not be less than the combined required width of the converging aisles. 1004.3.2.3.2 Scat spacing. Where seating rows have 14 or less seats, the minimum clear width of aisle accessways shall not be less than 12 inches (305 mm) measured as the clear horizontal dis- tance from the back of the row or guardrail ahead and the nearest projection of the row behind. Where seats are automatic or self- rising, measurement may be made with the scats in the raised posi- tion. Where seats are not automatic or self-rising, the minimum clear width shall be measured with the seat in the down position. EXCEPTION [For SFMJ: When tablet arm cJ,airs are used, the mirdmumc/earwidthofl 2 ii1ches(305 mm) between rows may be mea- sured with tablet arms i,1 the storedpositi011011/y where all tablet arms are raised manually in oncmolion to a. vertical position an.dfafl to the stored position by force of gravity. C L A L C L A L C L t t A L I I I I ATTACHMENT #12 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 2001 CALIFORNIA FIRE CODE EPDM (ethylene-propylene rubber) FRP (fiberglass-reinforced polyester) Natural rubber (expanded) Nitrile rubber (accylonitrile-butadiene rubber) PET or PETE (polyethylene terephthalate) Polybutadiene Polycarbonate Polyester elastomer Polyethylene Polypropylene Polystyrene (expanded and unexpanded) Polyurethane (expanded and unexpanded) PVC (polyvinyl chloride greater than 15 percent plasticized, e.g., coated fabric unsupported film) SAN (styrene accylonitrile) SBR (styrene-butadiene rubber) 8101.4.2.3 Group B plastics. Group B plastics are plastic mate- rials having a heat of combustion and a burning rate higher than that of ordinary combustibles, but not as high as those of Group A plastics. Examples of Group B plastics include, but are not limited to, the following: Cellulosics ( cellulose acetate, cellulose acetate butyrate, ethyl cellulose) Chloroprene rubber Fluoroplastics (ECTFE, ethylene-chlorotrifluoroethylene co- polymer; ETFE, ethylene-tetrafluoroethylene copolymer; PEP, fluorinated ethylene-propylene copolymer) Natural rubber (nonexpanded) Nylon (Nylon 6, Nylon 6/6) PVC (polyvinyl chloride greater than 5 percent, but not exceed- ing 15 percent plasticized) Silicone rubber 8101.4.2.4 Group C plastics. Group C plastics are plastic mate- rials which have a heat of combustion and a burning rate similar to those of ordinary combustibles. Examples of Group C plastics in- clude, but are not limited to, the following: Fluoroplastics (PCTFE, polychlorotrifluoroethylene: PTFE, polytetrafluoroethylene) Melamine (melamine formaldehyde) Phenol PVC (polyvinyl chloride, rigid or plasticized less than 5 per- cent, e.g., pipe, pipe fittings) PVDC (polyvinylidene chloride) PVDF (polyvinylidene fluoride) PVF (polyvinyl fluoride) Urea (urea formaldehyde) 8101.4.3 Limited quantities of Group A plastics in mixed commodities. Figure 8101.4-A shall be used to determine the quantity of Group A plastics allowed to be stored in a package or carton or on a pallet without increasing the commodity classifi- cation. 8101.5 Designation of High-piled Storage Areas 8101.4.2.2 8101.6.6 8101.5.1 General. High-piled storage areas, and portions of high-piled storage areas intended for storage of a different com- modity class than adjacent areas, shall be designed and specifical- ly designated to contain Class I, Class II, Class III, Class IV or high-hazard commodities. The designation of a high-piled com- bustible storage area, or portion thereof intended for storage of a different commodity class, shall be based on the highest hazard commodity class stored except as provided in Section 8101.5.2. 8101.5.2 Designation based on engineering analysis. The des- ignation of a high-piled combustible storage area, or portion there- of, is allowed to be based on a lower hazard class than that of the highest class of commodity stored when a limited quantity of the higher hazard commodity has been demonstrated by engineering analysis to be adequately protected by the sprinkler system pro- vided. The engineering analysis shall consider the ability of the sprinkler system to deliver the higher density required by the high- er-hazard commodity. The higher density shall be based on the ac- tual storage height of the pile or rack and the minimum allowable design area for sprinkler operation as set forth in the density/area figures provided in UFC Standards 81-1 and 81-2. The contiguous area occupied by hi~her-hazard commodity shall not exceed 120 square feet (11. 15 m-), and additional areas of higher-hazard com- modity shall be separated from other such areas by 25 feet (7620 mm) or more. The sprinkler system shall be capable of delivering the higher I density over a minimum area of 900 square feet (83.6 m2) for wet pipe systems and 1,200 square feet (11L5 m2) for dcy pipe sys- tems. The shape of the design area shall be in accordance with the Fire Code (see Section 9003, Standard n.2.9). 8101.6.4 Pile dimension and height limitations. See Sec- tion 8103.3. 8101.6.5 Arrays. See Section 8103.4. 8101.6.6 Flue spaces. See Section 8104.3. 1-243 I I I I I I I I I I I I I I I I I I I 8103.2.1 8106.1 8103.2.1 General. When fire sprinklers are required by Table 81-A, an approved automatic fire sprinkler system shall be installed throughout the building or to one-hour-rated fire-resis- tive walls constructed in accordance with the Building Code. Openings in such walls shall be protected by fire assemblies hav- ing one-hour fire-protection ratings. The design and installation of the automatic fire sprinkler system and other applicable fire protection shall be in accordance with the Fire Code (see Section 9003, Standard n.2.9) and UFC Standard 81-1. 8103.2.2 Shelf storage. She1f storage greater than 12 feet (3658 mm) but less than 15 feet in height shall be in accordance with the fire-protection requirements set forth in UFC S_tandard 81-1. Shelf storage 15 feet ( 4572 mm) or more in height shall be protected in an approved manner with special fire protection, such as in-rack sprinklers. 8103.3 Pile Dimension and Height Limitations. Pile dimen- sions, the maximum permissible storage height and pile volume shall be in accordance with Table 81-A. 8103.4 Array. When a fire sprinkler system design utilizes protection based on a closed array, array clearances shall be pro- vided and maintained as specified by the standard used. SECTION 8104 -RACK STORAGE 8104.1 General. Rack storage shall be in accordance with Sec- tions 8102 and 8104. Binboxes exceeding 5 feet (1524 mm) in any dimension shall be regulated as rack storage. 8104.2 Fire Protection. 8104.2.1 General. When fire sprinklers are required by Table 81-A, an approved automatic fire sprinkler system shall be installed throughout the building or to one-hour fire-resistive walls constructed in accordance with the Building Code. Open- ings in such walls shall be protected by frre assemblies having one-hour fire-protection ratings. The design and installation of the automatic fire sprinkler system and other applicable fire protec- tion shall be in accordance with the Fire Code (see Section 9003, Standard n.2.9) and UFC Standard 81-2. 8104.2.2 Plastic pallets and shelves. Storage on plastic pallets or plastic shelves shall be protected by approved specially engine- ered fire-protection systems. 8104.2.3 Racks with solid shelving. 8104.2.3.1 General. Racks with solid shelving having an area greater than 32 square feet (2.97 m2), measured between approved flue spaces at all four edges of the shelf, shall be in accordance with Section 8104.2.3. EXCEPTIONS: l. Racks with mesh, grated, slatted or similar shelves having uniform openings not more than 6 inches (152.4 mm) apart, comprising at least 50 percent of overall shelf area, and with ap- proved flue spaces, are allowed to be treated as racks without solid shelves. 2. Racks used for the storage of combustible paper records, with sol- id shelving, shall be in accordance with UFC Standard 81-4. 8104.2.3.2 Fire protection. Fire protection for racks with solid shelving shall be in accordance with the requirements for racks with solid shelving set forth in UFC Standard 81-2 or other nation- ally recognized standards. See Article 90, Standard f.1.1. 1-246 2001 CALIFORNIA FIRE CODE Fire protection for records storage racks with solid shelving shall be in accordance with the requirements set forth in UFC Standard 81-4. ~~i;,ii~,l~t~i, i!**i' 8104.4 Column Protection. Steel building columns shall be protected in accordance with UFC Standard 81-2. 8104.5 Extrahigh-rack Storage Systems. 8104.5.1 Required approvals. Approval of the chief shall be obtained prior to installing extrahigh-rack combustible storage. 8104.5.2 Fire protection. Buildings with extrahigh-rack com- bustible storage shall be protected with a specially engineered au- tomatic sprinkler system. Extrahigh-rack combustible storage shall be provided with additional special fire protection, such as separation from other buildings and additional built-in fire- protection features and fire department access. when required by the chief. SECTION 8105 -AUTOMATED STORAGE 8105.1 General. Automated storage shall be in accordance with Section 8105. 8105.2 Fire Sprinklers. When fire sprinklers are required by Table 81-A, an approved automatic fire sprinkler system shall be installed throughout the building. The design and installation of the automatic fire sprinkler system shall be in accordance with the Fire Code (see Section 9003, Standard n.2.9) and nationally rec- ognized standards. 8105.3 Carousel Storage. High-~iled storage areas having greater than 500 square feet ( 46.5 m ) of carousel storage shall be provided with automatic shutdown in accordance with one of the following: 1. An automatic smoke-detection system with coverage extend- ing 15 feet ( 4575 mm) in all directions beyond unenclosed carou- sel storage systems which sounds a local alann at the operator's station and stops the carousel storage system upon the activation of a single detector, 2. An automatic smoke-detection system within enclosed car- ousel storage systems which sounds a local alarm at the operator's station and stops the carousel storage system upon the activation of a single detector, or 3. A single dead-man type control switch that allows the opera- tion of the carousel storage system only when the operator is pres- ent. The switch shall be in the same room as the carousel storage system and located to provide for observation of the carousel sys- tem. SECTION 8106 -SPECIALTY STORAGE 8106.1 General. Records storage facilities used for the rack or shelf storage of combustible paper records greater than 12 feet (3658 mm) in height shall be in accordance with Sections 8102 and 8104 and UFC Standard 81-4. Palletized storage ofrecords shall be in accordance with Section 8103.1. I I I I I I I I I I I I I I I I I I tNSTALLATION REQUIREMENTS lS-69 ~ Ceiling FIGURE 8.12.5.1.1 Positioning of Sprinklers to Avoid Ob- stn1ctions to Discharge (ESFR Sprinkler). (]) Sprinklers shall be installed hclow isolated noncontinu- ous obstructions that restrict only one sprinkler and are located below the elc'v-ation of sprinklers such as lightfh:- tun,s and unit heaters. (2) Additional sprinklers shall not be required where the ob- su-uction is 2 ft (0.6 m) or less in width and the sprinkler ls located horizontally 1 ft (0.3 m) or greater from the near- ~-5t edge of the obstruction. (3) Additional sp1inklcrs shall not he required where sprin- klers are positioned with respect to the bottom of obstruc- tions in accordance with 8.12.5.1. (·1} Additional sprinklers .<;hall not be required where the ob- su-uction ls '.:1 in. (51 mm) or less in width and is located a minimum of 2 ft (0.6 m) below l11e elevation of the sprin- kler deflector or is positioned a minimum of 1 ft (0.3 m) horizontally from the sprinkler. I (5) Sprinklers with ,t special obstruction allowance shall be installed according to their listing. 8.12.5.3 Continuous Obstructions Below the Sprinklers. 8.12.5.3.1 General Continuous Obstructions. Sprinklers shall be arranged wich respect to obstmctious in accordance with one of the following: (1) Sprinklers shall be installed below continuous ob.~truc- tions or they shall be arranged to comply with Table 8.12.5.1.l for horizontal obstructions entirely below th.e devation of sprinklers that restrict sprinkler discharge pattern for two 01· more adjacentsprinklers such as ducts, lights, pipes, and conveyors. (2) Additional sprinklers shall not be required where the ob- struction is 2 in. (51 mm) or less in width-and is located a minimum of2 ft (0.6 m) below the elevation of the sprin- kler deflector or is positioned a minimum of I ft (0.3 m) horizontally from the sprinklet: (3) Additional sprinklers shall not be required where the ob- struction is l ft (0.3 m) or less in width and located a minimum of l ft (0.3 m) hotizontally from the sprinkler. (4) Addilional sprinklers shall not be required where the ob- struction is 2 ft (0.6 m) or less in width and located a minimum of2 ft (0.6 m) horizontally from the sprinkle1: (5) Ceiling sprinklers shall not he required to comply with Table 8.12.)'5.l.l where a row of sprinklers is installed un- der the obstntction. 8.12.5.3.2 Upright Sprinklers. 8.12.5.3.2.l Upright spdnklers shall be installed on sprigs ammgcd so that the dellcctor is a minimum or 7 in. ( 178 mm) above the top of the sprinkler pipe. S.12.5.3.2.2 K-11.2 upright sprinklers shall be permitted to be installed on sprigs arranged so that the deflector is a mini- mum of7 in. (178 mm) above the top of the sprinkler pipe. 8.12.5.3.3 "Bottom Chords of Bar Joists or Open Trusses. ESFR sprinklers shall be positioned a minimum of 1 ft (0.3 m) horizontally from the ne,u·est edge to any bottom chord ofa bar joist or open tmss. 8.12.5.3.4 Open Gratings. Sprinklers installed under open gratings shall be of the intermediate level/rack storage type or otherwise shielded from the discharge of overhead sprinklers. 8.12.5.3.5 Overhead Doors. Quick response spray sprinklers shall be permitted to be utilized under overhead doors. 8.12.5.3.6 Special Obstrnctiou Allowance. Sprinklers with a special obstruction allowance shall be installed according to their listing. ,~,):~~~?~ '~t::~it~ti il 8.13 In-RaekSprinklern. 8.13.1 System Size. TI1e area procccted b)' a single syste!n of sprinklers in racks shall not exceed 40,000 fr2 (3716 m-) of floor area occupied by the r-acks, including aisles, 1·eg-.irdless of l11e number of levels of in-rack sprinklers. 8.13.2 'l.ype of In-Rack Sprinklers. 8.13.2.1 Sprinklers in racks shall be ordinary-temperawre standard-response or quick-response classification with a nominal K-factol.· of 5.6 or 8.0, pendent or upright. 8.13.2.2 Sprinklers ,..,ith intermediate-and high-temperature ratings shall be used near heat. sources a~ required by 8.3.2. 8.13.3 In-Rack Sprinkler Water Shields. 8,13.3.1 In-Rack Sprinkler '\faier Shields for Storage of Class I throt,gh IV Commodities. v\.ater shields shall be pro,~ded di- rectly above in-rack sprinklers, or listed intermediate level/rack stornge spdnklers shall be used where there is more than one level, if not shielded by horizontal bar.rlers. (See Section C.3.) 8.13.3.2 In-Rack Sprinkler Water Shields for Plastic Storage. Where in-i-ack sprinklers are not shielded by horizontal barri- ers, water shields shall be provided above the sprinklers, or listed intermediate level/rack storage sprinklers shall be used. 8.13.4 Location, Position, and Spacing of In-Rack Sprinklers. See Section 12.3. 8.13.5 Obstroctions to In-Rack Sprinkler Discharge. In-rack sprinklers shall not be required to meet the obstruction crite- ria and clearance from storage requi.rcment5 of Section 8.5. 8. t 4 Special Sit11ations. 8.14, l Concealed Spaces. 8.14.l.l Concealed Spaces Requiring Sp1inklcr Protection. All concealed spaces enclosed wholly or partly by exposed cornbustible construction shall be protected by sprinklers ex- cept in concealed spaces where sprinklers are not required to be installed by 8.14.l.2.1 through 8.14.1.2.15. 2002 Edition I I I I I I I I I I I I I I I I I I I 1003.2.4.2 1003.3.1 1003.2.4.2 Basements. An automatic sprinkler system shall be installed in basements classified as Group E, Division 1 Occupan- cies. 1003.2.4.3 Stairs. An automatic fire sprinkler system shall be installed in enclosed usable space below or over a stairway in Group E. Division 1 Occupancies. 1003.2.5 Group F Occupancies. 1003.2.S.l Woodworldng occupancies. An automatic fire sprinkler system shall be installed in Group F woodworking occu- pancies over 2,500 square feet (232.3 m2) in area that use equip- ment, machinery or appliances which generate finely divided combustible waste or which use finely divided combustible mate- rials. 1003.2.6 Group H Occupancies. 1003.2.6.1 General. An automatic fire-extinguishing system shall be installed in Group H, Divisions 1, 2, 3 and 7 Occupancies. 1003.2.6.2 Group H, Division 4 Occupancies. An automatic fire-extinguishing system shall be installed in Group H, Division 4 Occupancies having a floor area of more than 3,000 square feet (279 m2). 1 1003.2.6.3 Group H, Semiconductor Fabrication Facili- ties. An automatic fire-extinguishing system shall be installed throughout buildings containing semiconductor fabrication facili- ties classified as Group H, Division 6 Occupancies. The design of the sprinkler system shall not be less than that required under the occupancy hazard classifications as follows: OCCUPANCY HAZARD LOCATION CLASSIFICATION Fabrication areas Ordinary Hazard Group 2 Servjce corridors Ordinary Hazard Group 2 Storage rooms without dispensing Ordinary Hazard Group 2 Storage rooms with dispensing Extra Hazard Group 2 Corridors Ordinary Hazard Group 21 1When the design area of the sprinkler system consists of a corridor protected by one row of sprinklers, the maximum number of sprinklers that needs to be calculated is 13. 1003.2.7 Group I Occupancies. An automatic sprinkler system shall be installed in Group I Occupancies. In Group I, Division 1.1 and Group I, Division 2 Occupancies, approved quick-response or residential sprinklers shall be installed throughout patient sleep- ing areas. EXCEPTION: In jails, prisons and reformatories, the pip- ing system may be dry, provided a manually operated valve is installed at a continuously monitored location. Opening of the valve will cause the piping system to be charged. Sprinkler heads in such systems shall be equipped with fusible elements or the system shall be designed as required for deluge systems in the Fire Code (See Section 9003, Standard n.2.9). 1003.2.8 Group M Occupancies. An automatic sprinkler sys- tem shall be installed in rooms classed as Group M Occupancies where the floor area exceeds 12,000 square feet (1114.8 m2) on any floor or 24,000 square feet (2229.6 m2) on all floors or in Group M Occupa;icies more than three stories in height. The area of mezzanines shall be included in determining the areas where sprinklers are required. 1 1003.2.9 Group R, Division 1 Occupancies. An automatic sprinkler sy~tem shall be installed throughout every apartment house three or more stories in height or containing 5 or more dwelling units, every congregate residence three or more stories in 1-36 2001 CALIFORNIA FIRE CODE height or having an occupant load of l I or more, and every hotel three or more stories in height or containing 6 or more guest rooms. Residential or quick-response standard sprinklers shall be used in the dwelling units and guest room portions of the building. [For SFM] The requirements of this subsection shall not mandate the retroactive installation of an automatic sprinkler system ro an existing RI occupancy. CL AL CL AL CL 1003.2.10 Sound stages-and solid-ceiling sets and p/atfonns. An ~t automatic sprinkler system shall be installed in all permanent A-L sound stages and in all interior solid-ceiling sets over 6000 ft squarefeet(55.7 m2Jin area and under plaiforms over 600 square ft feet (55.7 m2J in area which exceed 3 feet (914 mm) in height. fl: EXCEPTIONS: 1. When heat detectors are installed ft beneath solid-ceiling sets over 600 square feet (55.7 m2! in ft area and under plaifonns (when provided) over 600 square xl: feet (55.7 m2) in area which exceed 3 feet (914 mm) in ~J: height. x.t The detectors shall be spaced 30 feet (9144 mm) on cen-fl: ter or as required by the manufacturer's installation in-ft structions. The detectors shall be connected to an approved x.t and listed central proprietary or remote station service or ~l a local alarm which will give an audible signal at a ft constantly attended location. Such system shall be installed ft in accordance withAnicle JO. fl: 2. Sets with solid-ceilings over 600 square feet (55.7 m2) ft in area designed to allow the ceiling to be positioned to al-ft low for the operation of the automatic fire sprinkler system X t after filming has been completedfor the day. CL ,····" .. :·:~itl(lt,1 ,.~ i: -L~-lil.Mi,"Aty~'9,r;mote;m;_Qr9~p)/P,1.v1~1qn_s: 1. k,iµi~ ;J/?:' Qqgµ:pans1:'' 1003.3.2 Alarms. An approved audible sprinkler flow alarm shall be provided on the exterior of the building in an approved location. A single approved audible sprinkler flow alann shall be provided in the interior of the building in a normally occupied location. Actuation of the alarm shall be as set forth in the Fire Code (See Section 9003, Standard n.2.9). EXCEPTION: The separate interior alann is not required when the sprinkler water flow switch activates the building fire alarm system notification appliances. 1003.4 Permissible Sprinkler Omissions. Subject to the ap- proval of the building official and with the concurrence of the chief, sprinklers may be omitted in rooms or areas as follows: I. When sprinklers are considered undesirable because of the nature of the contents or in rooms or areas which are of noncom- bustible construction with wholly noncombustible contents and which are not exposed by other areas. Sprinklers shall not be ( I I I I ATTACHMENT#l3 I I I I I I I I I I I I I I I I I I I I I I I. I I I I 1· I I I I 2001 CALIFORNIA BUILDING CODE In other than dwelling units, a means of egress shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. II L c [For SFMJ [fl Group I, Division 1.1 Occupancies a means of t t egress shall not pass through specific-use areas as listed in Table l: t 3-C requirillg one-hour occupancy separations. A means of egress serving other than Group H Occupancies shall not pass through rooms that contain Group H Occupancies. 1004.2.3 Access to exits. 1004.2.3.1 General. Exits shall be provided from each building level. Additionally, access to such exits shall be provided from all occupied areas within building levels. The maximum number of exits required from any story, basement or individual space shall be maintained until arrival at grade or the public way. 1004.2.3.2 From Individual floors. For the purposes of Section 1004.2, floors, stories, occupied roofs and similar designations of building levels other than basements and mezzanines shall be con- sidered synonymous. Every occupant on the first story shall have access to not less than one exit and not less than two exits when required by Table 10-A. Every occupant in basements and on stories other than the first story shall have access to not less than two exits. EXCEPTIONS: 1. Second stories having an occupanl load less than JO may be provided with access to only one exit. 2. Two or more dwelling units on the second story or in a basement may have access to only one exit where the total occupant load served by that exit do<-s not exceed 10. 3. Except as provided in Table 10-A, access to only one exit need be provided from the second floor or a basement within an individual dwelling unit or a Group R, Division 3 congregate residence. 4. Where the third floor within an individual dwelling unit or a Group R, Division 3 congregate residence does not exceed 500 square feet (46.45 m2), access to only one exit need be provided from that floor. 5. Occupied roofs on Group R, Division 3 Occupancies may have access to only one exit where such occupied areas are less than 500 square feet (46.45 rn2) and are located no higher than immediately above the second story. 6. Floors and basements used exclusively for the service of the building may have access to only one exit. Forthe purposes of this ex· ception, storage rooms, laundry rooms~ maintenance offices andsimi· lar uses shall not be considered as providing service to the building. No cumulative or aintributing occupant loads from adjacent levels need be considered when detennining the number of required exits from a given level. 1004.2.3.3 From individual spaces. All occupied portions of the building shall have access to not less than one exit or exit-access doorway. Access to not less than two exits, exit-access doorways or combination thereof shall be provided when the individual or cumulative occupant load served by a portion of the exit access is equal to, or greater than, that listed in Table 10-A EXCEPTIONS: 1. Elevator lobbies may have access to only one exit or exit-access doorway provided the use of such exit or exit-access doorway does not require keys, tools, special knowledge or effort. 2. Storage rooms, laundry rooms and maintenance offices not exceeding 300 square fcet.(27.87 m2) in floor area may be provided with access to only one exit or exit-access doorway. I. c EXCEPTIONS[ForSFM]:l. Everyassemblybuildingasdefined l: t it, Chapter 2 shall be provided wil/1 not less than two remotely located I: ~ exits. J: t 2. 111 lio1Ji11g cells, such as are [011ml ill courthouse buildi11gs, a L A minimum of tv.-'O means of egress shall be provided whe11 the occupa11t J: X load is more than 20. 1004.2.2 1004.2.5.2.3 1004.2.3.4 Additional access to exits. Access to not less than three exits, exit-access doorways or combination thereof shall be provided when the individual or cumulative occupant load served by the exit access is 501 to 1,000. Access to not less than four exits, exit-access doorways or com- bination thereof shall be provided when the individual or cumula- tive occupant load served by the exit access exceeds 1,000. 1004.2.4 Separation of exits or exit-access doorways. Where two or more exits or exit-access doorways are required from any level or portion of the building, at least two of the exits or exit- access doorways shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the area served measured in a straight line between the center of such exits or exit-access doorways. Additional exits or exit-access doorways shall be arranged a reasonable distance apart so that if one becomes blocked, the others will be available. EXCEPTION: The separation distance determined in accordance with this section may be measured along a direct path of exit !ravel within a fire-resistive corridor complying with Section 1004.3.4.3.1 serving exit enclosures. The walls of any such exit enclosure shall not be less than 30 feet (9144 mm), measured in a straight line, from the walls of another exit enclosure. 1004.2.5 Travel distance. 1004.2.5.1 General. Travel distance is that distance an occupant must travel from any point within occupied portions of the exit access to the door of the nearest exit. Travel distance shall be mea- sured in a straight line along the path of exit travel from the most remote point through the center of exit-access doorways to the centerofthe exit door. Travel distance shall include that portion of the path of exit travel through or around permanent construction features and building elements. Travel around tables, chairs, fur- nishings, cabinets and similar temporary or movable fixtures or equipment need not be considered as the normal presence of such items is factored into the permitted travel distance. Unless prohibited elsewhere in this chapter, travel within the exit access may occur on multiple levels by way of unenclosed stairways or ramps. Where the path of exit travel includes unen- closed stairways or ramps within the exit access, the distance of travel on such means of egress components shall also be included in the travel distance measurement. The measurement along stair- ways shall be made on a plane parallel and tangent to the stair tread nosings in the center of the stairway. 1004.2.5.2 Maximum travel distance. The travel distance to at least one exit shall not exceed that specified in this section. Special travel distance requirements are contained in other sec- tions of this code as follows: 1. For atria, see Section 402.5. 2. For Group E Occupancies, see Section 1007.3. 3. For Group H Occupancies, see Section 1007.4. 4. For malls, see Sections 404.4.3 and 404.4.5. 5. [For SFM] For Group I Occupancies, see Section I 007.5. ~ Ill 1004.2.5.2.1 Nonsprinklered buildings. In buildings not equipped with an automatic sprinkler system throughout, the travel distance shall not exceed 200 feet (60 960 mm). 1004.2.5.2.3 Corridor increases. The travel distances speci- fied in Sections 1004.2.5.2.1, 1004.2,5.2.2, 1004.2.5.2.4 and 1004.2.5.2.5 may be increased up to an additional 100 feet (30 480 mm) provided that the last portion of exit access leading to 1-113 I I I ., ATTACHMENT#l4 I I I I ·1 I I I I I I I I I I I I I I I I I I I I I I I I APPENDIX VI-G 2001 CALIFORNIA FIRE CODE B B B B B B B B ~ Table NO TAG-REQUIRED SEPARATION IN BUILDINGS OF MIXED OCCUPANCY1 (HOURS) A-2 A-2. A-3 A-4 B E J;·~-'1".' F-2 H-2 H-3 H-4,5 H-6,7'2 I M R-1 R-3 :s~'r.i 1 i-· . --~t?~;: i: A-1 N N N N 3 N 3 3 4 4 4 4 3 3 1 1 3 A-2 N N N 1 N 1 1 4 4 4 4 3 1 1 1 l A-2.1 N N 1 N I 1 4 4 4 4 3 1 1 I I A-3 N N N N N 4 4 4 3 2 N 1 l N A-4 I N l 1 4 4 4 4 3 I l 1 l f~7~\::,,: .. ~ I . 'J'f-.: N 2 I I 1 2 N 1 I 'A'(··· E I I 4 4 4 3 l 1 l l l •"Ji:"J\".'} I 2 l I l 3 NS l 1 ::!N:-1 F-2 2 1 1 1 2 1 I l N H-1 NOT PERMTITED IN MlXED OCCUPANCIES. SEE CHAPTER 3. H-2 1 1 2 4 2 4 4 2 H-3 I I 4 l 3 3 l H-4,5 1 4 l 3 3 I H-6,72 4 1 4 4 1 I 2 I 1 2 M 1 1 14 R-1 I N 3 R-3 1 S-1 S-2 S-3 S-4 OPEN PARKING GARAGES ARE EXCLUDED 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 agricultural buildings, see also Appendix Chapter 3. 4See Section 309.2.2 for exception. S-2 3 1 I N 1 N I N N 2 1 I I 2 J4 1 1 1 S-3 4 3 3 3 3 1 3 1 1 2 1 1 l 4 1 3 1 1 I B B B B B B B B B B B B B B B B B 8 B 8 8 8 B 8 B B B B B B B B. B B B 8 8 B 8 8 B B B B B B B B 8 B 8 B a 8 B B B 8 B 8 B B B B B B B B B B B B B B B B B B B B B B B B B B B B 5For Group F, Division l woodworking establishments with more than 2,500 square feet {232.3 m2), the occupancy separation shall be one hour. B B B B B B B B B B B B B B B B B B B B 1--364 1. 2. 3. 4. 5. 6. 7. 8. 9_ 10. 11. 12. TABLE NO TAG-REQUIRED SEPARATION OF SPECIFIC-USE AREAS IN GROUP I, DIVISION 1.1 HOSPITALS ANO NURSING HOMES DESCRIPTION OCCUPANCY SEPARATION Employee locker rooms None Gift/retail shops None Handicraft shops None Kitchens None Laboratories which employ hazardous materials in quantities less than that which would cause classification as a Group H Occupancy One hour Laundries greater than I 00 sq. ft. (9.3 m2)1 One hour Paint shops employing hazardous substances and materials in quantities less than that which would cause classification as a Group H Occupancy One hour Physical plant maintenance shop Onehour Soiled linen room 1 One hour Storage rooms 100 sq. ft. (9.3 m2) or less in area storing combustible material None Storage rooms more than 100 sq. ft. (9.3 m2) storing combustible material One hour Trash-collection rooms 1 One hour 1 For rubbish and linen chute termination rooms, see the Building Code. S-5 U-13 3 l 1 I l I I 1 1 1 I 1 l I 1 1 1 1 2 I l 1 I I 1 3 3 1 1 I 1 1 l 1 1 1 I N 1 1 N I I I I I I I I I I I I I I I I I I FIGURE 8101.4-A 8102-8102.6.1 (') .2 ;;; "' a: "C Ql "C [ X w 0 Ql E ::, g ~ c Ql E Ql c.. 30 25 20 15 10 5 0 0 --- Classify as Class l,llorlll commodity 5 :.!001 CALIFORNIA FIRE CODE 9 Classify as high-hazar1 commodity 7J CD a CD 6 a. ~ ~ <i:i' 3: ClassifVas Class I g_ rn commodilj X "C 3 "' ::, C. CD C. 7J iii" ~ 0 .... 0 10 15 20 25 Percent by Weight of Unexpanded Plastic4 FIGURE 8101.4-A-MIXED COMMODITIES1,2 (See Section 8101.4.3) 11bis table is intended to determine the commodity classification of a mixed commodity in a package, carton or on a pallet when plastics arc involved. 2Toe following is an example of how to apply the table: A package containing a Class ill commodity has 12 percent Group A expanded plastic by volume. The weight a of the unexpanded Group A plastic is 10 percenL Titls commodity is classified as a Class N commodity. If the weight of the unexpanded plastic is increased to 14 percent, the classification changes to a high-hazard commodity. 3 Volume of plastic in pallet load Percent by volume= . • Total volume of pallet load, mcludmg pallet 4 b . Weight of plastic in pallet load Percent y 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 'lype 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 . . ~.¼~~M-liJ ........ . 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 1006. 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 -'',I.,'\ -'. N~6-f::tt(:;t;;:;~~~'_m§'' f ;21-a/ 81@• q /~/Ob /:2SC9--IL c.LIY\ ,: '< q(z1(6r,,.-6-uJNav-E +o fS&tL wls-1-ruc Cltlj II: ittl /=Ol-0€R_ (. · · \O\t;loee, ~ vj~v+ ~~ti-?