The URL can be used to link to this page

Home My WebLink About1914 PALOMAR OAKS WAY; ; CB991498; Permit.1 - ____''••ff_ - .. . - Vozo57 1' 1' City of Carlsbad 05/26/1999 Commercial/Industrial Permit Permit No: CB991498 Building Inspection Request Line (760) 438-3101 Job Address: 1914 PALOMAR OAKS WY CBAD St: 100 - ._ A r. ._ -. ri L.. -r.._ _. ml iS I I CSr Sub rerrriiL I ype; ii uo I ype; uI'IL'uO I 0 Parcel No: 2120920500 Lot #: 0 Status:- ISSUED Valuation: $36,400.00 Construction Type: NEW Applied: 04/19/1999 ,Occupancy Group: Reference #: . Entered By: JM Project Title: LEGOLAND - - Plan Approved: 05/26/1999 PALLET RACKS - Issued: 05/26/1999 Inspect Area: Applicant: . Owner: GOODALE CS C A C ASSOCIATES L L C -L?WOODWARD 0131 05/26/99 0001 01 02. 6365 MAR INDUSTRY - 98201 WILLOW CREEK RD #400 C-PRMT 328-35 SAN DIEGO CA92121 . - . áNDIOcA92i31 619-554-1160 -- Total Fees: $536.35 / tal PayrntU Due: $328.35 c/ $;. ( ' Building Permit Add'I Building Permit Fee [ ' l $0. Plan Check $208. Add'I Plan Check Fee- -- - . Plan Check Discount \ '\$0 Strong Motion Fee . \ $7 Park Fee . \$0 LFM Fee \ /Z\ $00O INCORILCicerise Tax (CFDFund) Bridge Fee \ (0.00 Traffic Impact Fee" BTD #2 Fee \ C..$000 Traffic Impact (CEO Fun BTD #3 Fee "s.. soofli Renewal Fee N$0O0Jtp iji&toL" Add'I Renewal Fee $0.00 ELECTRICAL-TOTAL Other Building Fee . $0.60—MEGHAI1T6AL TOTAL Pot. Water Con. Fee $0.00 Master Drainage Fee: Meter Size Sewer Fee: . Add'l Pot. Water Con. Fee $0.00 TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $536.35 on. -J . 4 . FINAL APPROVAL Inspector: i'Z-1($ Date: ____________ Clearance: NOTICE: Please take NOTICE that approval of your project includes the 'Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as fees/exactions.' You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordane 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 capactiy 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 you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. CITY OF CARLSBAD . -, - 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 "e 'ph -n,r L 1 i'r " ~(760)438-1161 — '. .v ' . •, Date_________________________________________________ ft'g, ItRMIlQ)Y .' .-\° ' ' &Ldo ai C1..W-I 19 V,'TTr CLCfl '0 W S Address (include Bldg Suite #) Business Name (at this address) 'j''' CCA r/S Itd ' 1d 4"TS 'Legal Description - ' ..-.,-.. Lot No. • .Subdivision Name/Number - ' - ' Unit No. , Phase No' ' . Total #ofiinits '. Assessor's Parcel # Existing Use Proposed Use' ' '7,7(e9'' ,' ' ' 87414419/99'6061 O1142 Description of Work ,,. SQ FT #of Stories # of Bedrooms - f Bathroo We Name, •,.._'.-.' ' ., Address' ., , . ' t tt- Zp T'IepH fls' NP PROPER ' - - " /c 2O'/1orek /' SA ' 6/) 77O• 'Name ' Addre City State zip Te phrne P (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or r&pair any structure, priàr tots ,,issuance, also requires the applicant ors permit to file sied statern'ent that héis liEnsed pJrsuant' to the 'pwvisions 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 'exem ion. An violation of Section 7031.5 by any applicant for a permit subjects the ap licant to a civil pe Ity of n more t fi(,e hundr oll'ars 5001). ,I 1ix ,;f47) . ) j, 9.c5f -i/b1 '- '.J.. c c.'c, '# j.. Designer Name,, , ' . . Address, -. , City State/Z$ , Telephone . State License # 1 Workers' Compensation Declaration: I hereby affirm under penalty of pr r', one of thefollowing declarations: I have and will maintain a certificate of consent tcslf insure for workers compensatin as provided by Section 3700 of the Labor Code for the performance e work for which this permit is issued. I have and wilLmaintain workers' compensation, as required by-Section, 370b of the Labor Code, for theperformance of the w.ork,for which this'parnit is 'iced. My worker's compensation insurance carrier and poli y number are: ., ' "66/401 ' ft_insurance /L ' " Policy 0.,htL1 4t6O ' E'xpiratioA Dat 00- .'(THIS SECTION NEED NOT BECOMPLETED IF THE PERMIT IS F611 ONE.HUNDRED DOLLARS ($100) OR.LESS) , ' ' , .,' ' • ID CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not'employ any Person-in any manner so as to 6ecome sbjet'to the Work'er' CZm0efisation Lays of California. "' '' ' — '' ''WARNING: Failure-to secure workers' .comp ensat n rag4 law I, and shall subject an employer to 'criminal penalties and civil fines up to one hundred ',thousand dollar ($100,000), in ad ion to the Co 0 peiMi n, d a s as provided for in Section 3706 of the Labor Code,' terest and attorney's fees. 'SlöNtU *l ',-'-. -" '-- .5 +E. DECLARATION l hereby affirm that I am exempt from the Contractor's License Law for the followiñg'reason... o I, as owñor'of the prop''rtyr my mployeOs ',vith' wages 'as théi/' sólém va 'copinsatidn, will the orkmnd' the structure is not intended or offered for' sale' (Sec,7044 Business and Professions Code The Contractor's License Law does nof 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 offeredfor'sale. If, how&ver'tte buildii4or.improement is sold -within .one year of completion, the ownerbuiIder wi11ha'.te the burden of proving that he did not build, or improve for the purosf sale): 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct ;the project (Sec. 7044, 'Business -and. Professions Coda: The Contlactor's License Law"does 'rót apply to anówner 'of property who'builds' orimproves' thereonand '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. DYES DNO - 2.'''1 '(have 'I have'not)'signed'an application for a building permit for tha'proposed work. • ' .- - . I have contracted with the following person (firm) to provide the proposed construction (include name/ address / phone number I contraOtors license: number):' 4; I 'plan'to provide portions of the work,but I' have hiredthe'following person to'coordinate,spervise and'p'ovide the major -work -(include 'narTe/ address-/ phone. number / contractors license number): ' '- ' •-' " 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number/ Type of work): PROERTYPWNE,RS.IGNJATPRE '''-'."DATE -- __- ls"the'ai,licnt ofuture building occupant requiredtci submit a busirieslan,'acutel'y hazard imateriálregistratioriform or risk management and'prevention 'program under-Sections 25505, 25533or 25534 of,the Presley-Tanner Hazardous Substance Account Act? 0 ,,YES ,.NOS. Is the applicant or future building occupant requiredidrobtaina parmitfrom tIe' air, pollutiin control district brairqi.iality management district? 0 YES NO , Is the facility, to, be constructed within .1,000,feet of the cuter boundary of ,a school site? 0 - YES ,- 0 IF ANY OF THE ANSWERS, ARE YES, A,, FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLIC - ANT HAS MET,OR-IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR'!OLLUTION CONTROL DISTRICT. - - - - ' CONSTRUCTION LENDING'AGENCY" — lfl%:1r_- I hereby affirm that there is .,a construction lending agency for the performance of the(v ork for which this permit is issued (Sec 30970) Civil Code) 4 LENDERSNAME.'-'- __''- _" _.- __'.'-1 _- LENDER'S ADDRESS— k1PJPLICANTICERTIFICAT!!4 I certify that Ichave read the, application andrstatè that the above information is'orrect and that th&information',o,nhe 'plans,is accurate. I agree to comply with all City ordinances 'andState laws relating' tobuildingconstruction.- I hereby authorize representatives'of. the CiW'of Carlsbad to enter upon ,.the,above mentioned If property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP 'HARMLESS THE CITY OF..CARLSBAD'AGAINST'ALL LIABILITIES,. JUDGMENTS.' COSTS AND EXPENSES WHICH MAY IN ANY WAY-ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING.OF-THIS PERMIT. OSHA*' An An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height 1 EXPIRATION:.. Every permit issued by the Building Official nder the provisions hid' Co shall expire'tby limitation avid become null and void if the building or work authorized by such permit is not commenced within 3 s ram e te a such permit or if the building or work authorized by such permit is suspended t or abandoned at any time aft r the work is commenced for perio a 1 a s (Se tio 106 44 Uniform Building Code) APPLICANT S SIGNATURE OI9J _42f ____Si __ '7' DATE -' t WHITE File YELLOW App cant PINK Finance PERMIT APPLICATION 7, . . ., CITY OF CARLSBAD BUILDINGDEPARTMENT :2075 Ls PäIm's Dr:, Carlsbad CA' 92öb FOR OFFICE USE ONI PLAN CHECJ( NO.. EST—.'VAL. Plan Ck. Deposit. Validated aq cul City of Carlsbad Inspection Request For: 6/16/99 Permit# CB991498 Inspector Assignment: RB Title: LEGOLAND Description: PALLET RACKS Type: TI Sub Type: INDUST Phone: 6195541160 Job Address: 1914 PALOMAR OAKS WY Suite: 100 Lot 0 Inspector: APPLICANT GOODALE CS Owner: C A C ASSOCIATES L L C Remarks: AM PLEASE Total Time: Requested By: PAUL Entered By: CHRISTINE CD Description Act Comments 14 Frame/Steel/BoltinglWelding P '5 ( Inspection History Date Description Act Insp comments 6/14/99 14 Frame/Steel/Bolting/Welding CO RB ND FIRE DEPT APPRVL BEFORE INSP EsGil Corporation In Partnership with government for Building Safety DATE: 5/20/99 U APPLICANT JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 99-1498 SET: II PROJECT ADDRESS: 1914 Palomar Oaks Way Suite 100 PROJECT NAME: Storage Racks for Legoland The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. IIJ 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: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted:, / (by: ) Fax #: Mail TeIephV Fax In Person REMARKS: I Fire Department approval is required. 4 Note on the plan to provide 6" minimum distance between the storage racks and the building 4alls. Please attach the revise sheet 99- 0692A to the city I set.(at building department) By: David Yao Enclosures: Esgil Corporation U GA [1 MB [] EJ Pc 5/12 trnsmtLdot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax(619)560-1576 EsGil Corporation in Partners/lip with government for Building Safety DATE: 4/29/99 0 APPLICANT JURISDICTION: Carlsbad 0 PLAN REVIEWER U. FILE PLAN CHECK NO.: 99-1498 SET: I PROJECT ADDRESS: 1914 Palomar Oaks Way Suite 100 PROJECT NAME: Storage Racks for Legoland 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: CS.Goodale Co. (Paul Truxow) 6365 Mar Industry Drive San Diego CA 92121 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person LI REMARKS: By: David Yao Enclosures: Esgil Corporation LI:IGA E] MB EJ F-1 PC 4/20 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax(619)560-1576 Carlsbad 99-1498 4/29/99 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 99-1498 PROJECT ADDRESS: 1914 Palomar Oaks Way Suite 100 DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL CORPORATION: 4/20 4/29/99 REVIEWED BY: David Yao FOREWORD (PLEASE READ): 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, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. 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? LJYes El No Only the storage racks. are included in this plan review. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24. 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. Carlsbad. 99-1498 4/29/99 7. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24, Part 2. 8. Obtain Fire Department approval for groups F, M and S occupancy storage per UBC Sections 306.8, 309.8 and 311.8. 9. Indicate the clearance from the new racks to the existing building walls and building columns per Section 1631.2.11. The clearance must be at least 3RJ8 times the deflections of both the rack and the building. 10. Note on the plans that the rack design loads will be posted per Section 1604.5.- 11. Provide forklift protection per Section 2231.5. Recheck the "pallet" racks as follows: 12. Include the 25% increase in vertical loading for impact per Section 2237.2 13. Recheck all connections on sheet 99-0692A as follows: The rivet bearing capacity is only dtF = 0.406(0.0747)65 = 2 kips. Provide calculations for all beam to bracket weld capacities per Section 2230 (allowable weld stress is .the member thickness times 26 ksi times 1.33, or the weld stress, whichever is lower). Check the bracket maximum weak axis moment. 14. Indicate the safety pin size and verifyit is adequate for the 1000# load. Section 2236.1. 15. The thickness of the base plate, shall be identified on the plan. 16: Provide calculations for the column weak axis bendirg 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). 17. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake .Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. Carlsbad 99-1498 4/29/99 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 99-1498 PREPARED BY: David Yao DATE: 4/29/99 BUILDING ADDRESS: 1914 Palomar Oaks Way Suite 100 BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION BUILDING AREA (ft. 2) VALUATION MULTIPLIER . VALUE ($) Storage racks Air Conditioning .Fire Sprinklers TOTAL VALUE 36400 (per city) 199 UBC Building Permit Fee Z Bldg. Permit Fee by ordinance: $ 320.43 199 UBC Plan Check Fee Z Plan Check Fee by ordinance: $ 208.28 Type of Review: Complete Review D Structural Only D Hourly fl Repetitive Fee Applicable E Other: Esgil Plan Review Fee: $ 166.62 Comments: Sheet of 1 macvalue.doc 5196 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB gq d1S DATE _)1 ql ADDRESS I 14 Q lomL oi Ay RESIDENTIAL (: "'TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL (<$10,000.00) CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER DATE______ DATE i/'z / q q Oocs/Mlsrorrnslptannlng Engineering ApDrovalc Carlsbad Fire Department 1 990164 2560 Orion Way Fire Prevention Carlsbad, CA 92008 (760) 931-2121 Plan Review Requirements Category.- Building Plan Date of Report: 04/28/1999 Reviewed by Name: C.S. Goodale Inc Address: 6365 Mar Industry Dr City, State: San Diego CA 92121 Plan Checker: Job #: 990164 Job Name: Global Family Aft. CC—E§-9-9-1749-8--'-'7 Job Address: 1914 Palomar Oaks Wy Ste. or Bldg. No. 100 ri Approved The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications., must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Approved The item you have submitted for review has been approved subject to the Subject to attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct,,a review to determine compliance with the applicable codes and I or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. . Review 1st 2nd 3rd Other Agency ID FD Job # 990164 ED File # MATERIAL HANDLING ENGI]NEERING EST. 1985 TEL: (909) 869 - 0989 FAX: (909) 869 - 0981 STRUCTURAL CORRECTION FOR LEGOLAND 1914 B. PALOMAR OAKS CARLSBAD, CA JOB #99-0692 MAY 10, 1999 P.C. #99-1498 BELOW ARE THE RESPONSES TO THE PLAN CORRECTIONS: TWO SETS OF REVISED PLANS AND CALCULATIONS SHALL BE RESUBMITTED TO ESGIL CORPORATION. TO FACILITATE RECHECKING, EACH ITEM ADDRESSED IN CORRECTION RESPONSE LETTER. CHANGES OTHER THAN THOSE SPECIFIED BY ESGIL HAVE NOT BEEN MADE. ONLY THE STORAGE RACKS ARE INCLUDED IN TillS ANALYSIS. THIS ITEM WILL BE ADDRESSED BY CS GOODALE ON A SEPERATE RESPONSE. THIS ITEM WILL BE ADDRESSED BY CS GOODALE ON A SEPERATE RESPONSE. THIS ITEM WILL BE ADDRESSED BY CS GOODALE ON A SEPERATE RESPONSE. THIS ITEM WILL BE ADDRESSED BY CS GOODALE ON A SEPERATE RESPONSE. THIS ITEM WILL BE ADDRESSED BY CS GOODALE ON A SEPERATE RESPONSE. NOTE ADDED TO DRAWING NO. 99-0692A REQUIRING TO POST LOAD SIGNS PER SECTION 2231.5 OF THE 1994 UBC. FORKLIFT PROTECTION NOT REQUIRED DUE TO COLUMN STRESS (STATIC LOADING ONLY) LESS THAN 0.50, PAGE 9C OF THE CALCULATION SET. THE IMPACT LOADING IS FOR 25% OF ONE UNIT LOAD. THERE ARE TWO UNIT LOADS PER LEVEL SO THE IMPACT LOADING IS 12.5% OF THE SHELF LOAD OF 3000# AS SHOWN ON SHEET 10 OF THE CALCULATIONS. RIVET BEARING CAPACITY REVISED, SEE SHEET 1 1A OF REVISED CALCULATION SET. CALCULATIONS FOR ADEQUACY OF BEAM TO BRACKET WELD PROVIDED, SEE SHEET lOB & 10C OF THE REVISED CALCULATION SET. BRACKET IS CHECKED FOR WEAK AXIS BENDING. SECTION MODULUS USED IS FOR THE WEAK AXIS, SEE SHEET 9B OF THE REVISED CALCULATION SET. 161 Atlantic Street 0 Pomona 0 California 91768 SAFETY PIN SIZE IS 5/16"0. THE ALLOWABLE SHEAR (Pa) IS GIVEN BY: Pa = AREA * 04 * Fy = [(5116")"2 * /4] * 0.4 * 50,000PSI =1,5341b> 1,0001b THUS, OK PER SECTION 2236.l. PLEASE SEE DRAWING #99-0692A, DETAIL 2 FOR THE BASE PLATE THICKNESS OF 3/8". CALCULATION FOR COLUMN WEAK-AXIS BENDING PLUS AXIAL FOR TRANSVERSE SEISMIC LOADING PROVIDED. SEE PAGE 9B OF THE CALCULATION SET. IT IS UNDERSTOOD THAT THE JURISDICTION HAS CONTRACTED WITH ESGIL t CORPORATION TO PERFORM THE PLAN REVIEW FOR THE STATED PROJECT. IF YOU HAVE ANY QUESTIONS, PLEASE CALL. SINCERE JO JUAREZ r. a LAKLSb/AL), LA. #99-0692 SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 STORAGE RACKS STEEL SHELVUS crry APPROVALS - ALASKA NEVADA DRIVE-N RACKS MOVABLE SHELWJG STATE APPROVALS ARIZONA NEW MEXICO CANTILEVER RACKS STORAGE TANKS PERMITTING SERVICES CALIFORNIA OREGON MEZZANINES MODULAR OFFICES PRODUCT TESTING COLORADO PENNSYLVANIA CONVEYORS GORDOLAS FIELD INSPECTION DMO UTAH CAROUSELS BDOKSTACKS - SPECIAL FABRICATION MISSOURI WASHINGTON 161 ATLANTIC STREET • POMONA • CA 91.768 • TEL: (909)869-0989 • FAX: (909)869-0981 MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT LEGOLAND FOR CS G000ALE SHEET NO. 2 15 OF__________________ CALCULATED BY BOB S. DATE _04-13-1999 TABLE OF CONTENTS I., DESCRIPTION COVER SHEET TABLE OF CONTENTS SCOPE PARAMETERS CONFI GURATI ONS COMPONENTS & SPECS. LOADS AND DISTRIBUTION LONGITUDI NAL ANALYSIS .COLUMN BEAM BEAM TO COLUMN BRACI NG OVERTURNI NG BASE PLATE SLAB & SOIL PAGE # 1 2 2 3 4-4 5- 6 7 8 9A bA-C 11A-e 12 13 14 15 SCOPE: 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 WELDI NG. rooSEl MIc MATERIAL HANDLING ENGINEERING TEL (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT LEGOLAND FOR Cs G000ALE SHEET NO. 3 ______ OF 15 CALCULATED BY BOB S. DATE _04-13-1999 1. STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN ANY ADJACENT BAYS. THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYZED IN BOTH LONGITUDINAL AND TRANSVERSE DIRECTION. STABILITY LONGITUDINALLY IS DEPENDANT ON BEAM TO COLUMN MOMENT, WHILE THE BRACING ACT TRANSVERSELY. COLUMN. BEAM. BEAM TO COLUMN. $ BASE PLATE. HORIZONTAL BRACING DIAGONAL BRACING. BACK CONNECTOR. TRIBUTARY AREA TRANSVERSE ------------ LONGITUDINAL TOP VIEW 96" rooSoEl IC PROJECT LEGOLAND FOR _CsG000ALE SHEET NO. 4 OF 15 MATERIAL HANDLING ENGINEERING BOB c TEL (909)869-0989 • FAX: (909)869-0981 CALCULATED BY DATE_04-13-1999 161 ATLANTIC STREET • POMONA • CA 91768 IGURATIONS TYPE 1-S/R 1 2,700 lb. 3 2,700 lb. 2 18011 An- 96" TYPE 1-B/B 42"-' TYPE 1-SIR 2,700 lb. 573#so 764 SPECIFICATION .'I - MAIN STEEL 50000 PSI 6 55" - BASE PLATE STEEL 36000 PSI - ANCHOR- WEDGE TYPE 1/2x 3-1/2 2 -,t- - FLOOR SLAB 5.5" X .4000 PSI. RD " NFORCEI 180 2,700 lb. 382# 55" • - SL BEARING PRESSURE 1000 PSF 2,700 lb. 191# - SEISMIC ZONE 4. ______________ 1 - TYPE = SINGLE ROW UNITS. - BASE SHEAR FORMULA = ZIC(w+wDL)/Rw - SECTION AXIAL FORCE -r- 96" K Iu= 96" MG.IENT BEAM MOMENT - i142"4 509# -, 25 4# -, SEIZMIC MATERIAL HANDLING ENGINEERING TEL (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT LEGOLAND. FOR Cs G000ALE SHEET NO k. 5 OF 15 CALCULATED BY BOB S. DATE _04-13-1999 1 4,170 lb. 22,089 in.Ib. 20,212 inib. <- recdH.D. cain. 2 2,780 lb. 14,334in.Ib. 13,468 in.Ib. <-stdconn. 3 1,390 lb. 8,601 in.Ib. 6,300 in.Ib. <- stdccnn. TYPE 1-S/R DESIGN LOAD = 2700# BASE PLATE COLUMN BEAM 3X3X12GA 8X5X.375 CcLUMN STRESS =0.93 . 4-3/16X2- 1/2X14GA(BB3) Mbase= 11166 inIb. MAX LOAD/LEVEL= 4,9731b. BEAM IS O.K. OVERTURNING BRACING SLAB &SOIL V HORIZONTAL 1j1 . DIAGONAL ANCHCRSTRESS=0.97 1 1/2X1 l/2x16GAI 1 1/2X1 1/2X16GA PUNCT. STRESS = 0.61 # GANcHcRS= 2 STRESS= 0.26 STRESS= 0.72 BENDING STRESS =0.70 434# rO'Sotrl MIC PROJECT- FOR FOR CS G000ALE SHEET NO. _6 OF 15 MATERIAL HANDLING ENGINEERING BOB C TEL (909)869-0989 • FAX: (909)869-0981 . CALCULATED BY S. DATE 04-131999 161 ATLANTIC STREET • POMONA • CA 91768 - TYPE 1-13/13 - - 3,000 lb. SPECIFICATION . 1 3 ', , - MAIN STEEL 50000 PSI 6)" - BASE PLATE STEEL 36000 PSI, b 3,000 lb.' 217# -ANCHOR - YvEDGETYPE 1/2x3-1/2 2 - FLOOR SLAB 5.5" X 4000 PSI. REINFORCEI 190" 6)" 55" - SOIL BEARING PRESSURE 1000PSF . 108# ' __ - SEISMIC ZONE 4. .. 3000 ' 1b__- - TYPE = INTERCONNECTED UNITS. - BASE SHEAR FORMULA= ZIC(wLL / 2 +wDL)IR 6f" 5 96" . 42" Iu= 96" SECT1CN AXIAL FORCE MCNENT BEAM MOMENT 10,799:nIb *stdCcnn 3, 1,540 lb. 4,888 in.Ib. , 4,4441n.Ib <- std can n. TYPE1-B/B_ DESIGN LOAD =3000#. BASEPLATE ' COLUMN BEAM 3X3X12GA. ': • 8 X 5 X375' CLUMN STRESS --0.54 4 3/1 6X2- i/2X14GA(BB3) M base =9450in]b. MAXLOAD/LEVEL 4,973Ib. BEAM IS O.K. OVERTURNING BRACING SLAB&S'OIL HORIZONTAL V DIAGONAL j ANCHOR STRESS =,0.12 1 1/2X1 1/2X16GA 1 1/2X1 1/2X16GA 'PUNCT. STRESS =0.47 # CF ANcHORs = 2 STRESS = 0.15 STRESS = 0.41; BENDING STRESS =0.48 - I SEIZMIC MATERIAL HANDLING ENGINEERING TEL (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET POMONA • CA 91768 PROJECT LEGOLAND FOR Cs G000ALE SHEET NO. 7 OF 15 CALCULATED BY BOB S DATE_04-13-1999 LOADS&DI STRI BUTI ON: TYPE 1-S/R UVE LOAD PER SHELF (BASED ON CLIENT SUPPLIED DATA = wLL DEAD LOAD PER SHELF = wOL SEISMIC SHEAR BASED ON DMSION VI OF THE 1994 U.B.C. = V. WHERE V=ZIC[wDL+wLL]/RW SEISMIC ZONE =4 2,700 lb. 573 S ' 3 C = 2.75 L 2,700 lb. 382# Rw (LONGITUDINAL) =8 2 Rw (TRANSVERSE) =6 180" 6p" wDL=80lb. I jL 2,7001b. 191# 1 1 LONG TUDI NALDI RECTI ON V1ong=.4* 1* 2.75* (8100+240)/8 Vlong=1,147lb. Fi =V WhiIZWh TRANSVERSE DI RECTI ON Vlong=.4* 1* 2.75* (8100+240)/6 Vtrans = 1,529 lb. Fi =VWhi/Wh TOTAL FRAME LOAD = 8,340 I b. 96" I = '96" j1e. 42"—' Loft MATERIAL HANDLING ENGINEERING - TEL (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET . POMONA • CA 91768 PROJECT LEGOLAND. - FOR Cs G000ALE SHEET NO. 8 OF_15 CALCULATED.BY_BOB 'DATE 04-13-1959 LONGITUDINAL ANALYSIS :TYPE 1-SIR ; 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 CONDITION, WHERE THE BASE PLATE CANNOT CARRY MOMENT). VI ong = 2 * Vcol = 1, 1.47 lb. Vcol= 573 lb. Eleam to . I F 1 = 96 lb. I . 60 in. .Col. Com. F2= .1911b. . . .+ 4 7 f F 3 = 287 lb.. 60 in. h= 58 i n Col.toslab. BASE PROVIDE PARTIAL FIXITY. SEE BASE PLATE SHT. Mbase 11166 in.Ib. Mupper + Miower = Mconn'R' + Mconn'L' Mconn'R' = Mconn'L' Mconn * 2 = Mupper + Mlower Mconn = [Mupper ±Mlower}/2 RESULTING FORCES ON COLUMN SECTION AXIAL LOAD MOMENT .Mconn 1 4170 22089 20211 2 2780 14334 . 13467 3 . 1390 . 8600 — . Mupper Mconn L t' Mconn R M bower -I 11 SECTION PROPERTIES PROJECT LEGOLA ND - MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 FAX: (909) 869-0981 161 ATLANTIC AVENUE - POMONA• CA 91768 FOR Cs G000ALE SHEET NO. 9A OF 15 CALCULATED BY______ DATE 05-07-1999 COLUMN ANALYSIS RACK & ROLL (3X3X1 2 GA) DOWN AISLE LOADS ANALYZED PER DIV V, CHAP 22 OF THE 1994 UBC. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. P= 4,170 LB M= 22,089 IN-LB KxLxlrx = 1.2*60 IN/i .304 IN = 55.2 <=== (KI/r)max KyLy/ry = 0.8*5 5 IN/i .08 IN = 40.7 AXIAL Fe= nA2E/(KL/r)maxA2 =95.SKSI Fy/2= 25.0 KSI SINCE, Fe > Fy/2 THEN, Fn= Fy(1-Fy/4Fe) = 50 KSI*[i_50 KSI/(4*95.5 KSI)] = 43.5 KSI Pn= Aeff*Fn = 39,762 LB flc= 5/3 + (3/8)*R - (1/8)*RA3 =1.84 Pa= Pn/Oc = 39762 LB/i .84 = 21,589 LB P/Pa= 0.19 > 0.15 FLEXURE CHECK: P/Pa + (Cmx*Mx)/(Max*px) :5 1.33 P/Pao + Mx/Max :5 1.33 Pno= Ae*Fy = 0.915 INA2 *50000 PSI = 45,750 LB Pao= Pno/Qc = 45750 LB/i .84 = 24,840 LB Myield=My= Sx*Fy = 1.1 INA3 * 50000 PSI = 55,000 IN-LB Max= My/Of = 55000 IN-LB/1.67 = 32,934 IN-LB Pcr= nA2EI/(KL)maxA2 = nA2*29 500 KSI/(i .2*60 IN)A2 = 92,670 LB THUS, (EQ C4.1-1) (EQ. C4-3) (EQ C4-2) A= 3.0 IN B= 3.0 IN C=0.75IN' t = 0.105 IN (EQ C4-1) Aeff= 0.915 INA2 Ix.= 1.6501NA4 Sx=i.100INA3 rx=1.3041N Iy=1.100INA4 (EQ C5-1) Sy = 0.730 INA3 (EQ C5-2) ry= 1.080 IN Kx=1.2 Lx = 60.0 IN Ky = 0.80 Ly=55.OIN Fy=SOKSI E= 29,500 KSI, - - Of= 1.67 - Cmx= 1.0 Cb=1.0 px= {i/[1_(flc*P/Pcr)]}A_i {i /[1-(1 .84*4170 LB/92670 LB)]}A-1 =0.92 (4170 LB/21 589 LB) + (1*22089 IN-LB)/(32934 INLB*0.92)= 0.92 <1.33,OK (EQ C5-1) (4170 L13/24840 LB) + (22089 IN-LB/32934 IN-LB) = 0.84 <1.33, OK (EQ C5-2) Nft NC- MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA 91768 PROJECT LEGOLAND FOR CsG000ALE SHEET NO. ______ 96 CALCULATED BY_________ OF 15 ...DATE 05-07-1999 COLUMNANALYSIS RACK & ROLL (3X3X1 2 GA) CROSS AISLE LOADS ANALYZED PER DIV V, CHAP-22 OF THE 1994 UBC. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. Pstatic= 4,170 LB Pseismic= 2461 691N-LB/42 IN 5,861 LB Ptotal= 10,031 LB My= V*h = 1529 LB*9IN = 13,761 IN-LB KxLx/rx = 1.2*60 IN/i .304 IN = 55.2 <=== (KI/r)max KyLy/ry = 0.8*5 5 IN/i .08 IN = 40.7 AXIAL Fe= nA2E/(KL/r)maxA2 = 95.5 KSI Fy/2= 25.0 KSI SINCE, Fe > Fy/2 THEN, Fn= Fy(1-Fy/4Fe) 50 KSI*[i50 KSI/(4*95.5 KSI)] = 43.5 KSI Pn= Aeff*Fn -. = 39,762 LB Qc= 5/3+ (3/8)*R - (1/8)*RA3 = 1.84 Pa= Pn/flc = 39762 LB/i .84 - =21,589LB P/Pa= 0.46 > 0.15 FLEXURE CHECK: P/Pa + (Cmx*Mx)/(Max*px) :5 1.3 3 P/Pao+ Mx/Max S 1.33 Pno= Ae*Fy = 0.915 INA2 *50000 PSI = 45,750 LB Pao= Pno/f)c = 45750 LB/1.84 = 24,840 LB Myield=My= Sy*Fy = 0.73 INA3 * 50000 PSI = 55,000 IN-LB Max= My/Qf = 55000 IN-LB/1.67 = 32,934 IN-LB Pcr= nA2EI/(KI )mA7 4-_- DEPTH 4- SIDE ELEVATION (EQ C4.1 -1 ) (EQ. C4-3) (EQ C4-2) - SECTION PROPERTIES (EQ C4-1) A= 3.0 IN B= 3.0 IN C= 0.75 IN 0.105 IN Aeff = 0.915 INA2 (EQ C5-1) -, Ix= 1 .6501NA4 (EQ CS-2) Sx= 1.100 INA3 rx=1.3041N Iy=i.100INA4 V= 1,529 LB Sy = 0.730 INA3 Mseismic= 246,169 IN-LB ry = 1.080 IN h= 9.0 IN Kx =1.2 DEPTH= 421N Lx = 60.0 IN Ky = 0.80 - Ly= 55.0 IN Fy 50 KSI E= 29,500 KSI W= 1.67. Cmx= 1.0 (h= 10 - nA2*29500KS1/(12*60 IN)A2 - • • yx= {i/[i(0c*P/Pcr)]}A1 = 92,670 LB = {i/[1(1.84*10031 LB/92670 LB)]}A-1 THUS, • = 0.80 (10031 LB/21 589 LB)+ (1*1 3761 IN-LB)/(32934 INLB*0.8)= 0.99 <1.33,0K (EQ CS-i) (10031LB/24840 LB) +(13761IN-LB/32934IN-LB)=0.82-<1.33,0K (EQ C5-2) -MIG MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA 91768 PROJECT LEGOLA ND Cs GALE 9 011 OF.' 15 CALCULATED BY __________ DATE 05- 07- 1999 COLUMN ANALYSIS RACK & ROLL (3X3X1 2 GA) EXPOSED POST CHECK ANALYZED PER DIV V, CHAP 22 OF THE 1994 UBC. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION. P= 4,170 LB M=OIN-LB KxLx/rx = 1.2*60 IN/i .304 IN = 55.2 <=== (KI/r)max - KyLy/ry = 0.8*5 5 IN/i .08 IN =40.7 AXIAL Fe= nA2E/(KL/r)maxA2 =95.SKSI Fy/2= 25.0 KSI SINCE, Fe > Fy/2 THEN, Fn= Fy(1-Fy/4Fe) = 50 KSI*[150 KSI/(4*95.5 KSI)] = 43.5 KSI Pn= Aeff*Fn = 39,762 LB flc= 5/3 + (3/8)*R - (1/8)*RA3 = 1.84 Pa= Pn/flc = 39762 LB/1.84178966469255 = 21,589 LB P/Pa= 0.19 > 0.15 FLEXURE CHECK: P/Pa + (Cmx*Mx)/(Max*px) :5 1.33 P/Pao + Mx/Max :5 1.33 Pno= Ae*Fy = 0.915 INA2 *50000 PSI = 45,750 LB Pao= Pno/Oc = 45750 LB/1.84178966469255 = 24,840 LB Myield=My= Sx*Fy = 1.1 INA3* 50000 PSI = 55,000 IN-LB Max= My/Of = 55000 IN-LB/1.67 = 32,934 IN-LB Pcr= nA2EI/(KL)maxA2 = nA2*29 500 KSI/(i .2*60 IN)A2 = 92,670113 THUS, (EQC4.i-1) (EQ. C4-3) (EQ C4-2) (EQ C4-1) (EQ C5-1) (EQ C5-2) SECTION PROPERTIES 3.0 IN B= 3.0 IN C= 0.75 IN t= 0.105 IN Aeff=O.9i5INA2 Ix= 1.6501NA4 Sx= 1.100INA3 rx=i.3041N Iy=i.i0OINA4 Sy = 0.730 INA3 ry= 1.080 IN Kx= 1.2 Lx = 60.0 IN Ky = 0.80 Ly = 55.0 IN Fy= 50 KSI E= 29,500 KSI (If= 1.67 Cmx=i.O Cb= 1.0 ix= {1/[i_(Oc*P/Pcr)]}A_i = {1/[l-(1.84-4170 LB/92670 LB)]}A-i =0.92 (4170 LB/21589 LB) .s- (1*0 IN-LB)/(32934 INLB*0.92) = 0.19 <i.0, OK (EQ C5-i) (4170 LB/24840 LB) + (0 IN-LB/32934 IN-LB) =. 0.17 <1.0, OK (EQ C5-2) SINCE COLUMN IS LESS THAN HALF STRESSED, IT IS OK FOR COLLISION LOADS (PER SECTION 2231.5) efSE21ZM~IC:n. MATERIAL HANDLING ENGINEERING TEL (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT LEGOLAND, FOR CSG000ALE SHEET NO. 10A OF 15 CALCULATED BY BOB S. DATE- 04-13-1999 BEAM ANALYSIS:TYPE1-S/R BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABUZE THE SYSTEM, ALTHOUGH IT DOES NOT PROVIDE 100% FIXITY. THUS, THE BEAMS WILL BE ANALYSED ASSUMING THEY HAVE PINNED ENDS. FOR THE COMPUTATION OF BEAM TO COL MOMENT CAPACITY, THE PARTIAL FIXITY OF THE BEAM,(ASSUMED AT AN ARBITRARY 25% OF THE FIXED END MOMENT OR 2,000 in.Ib. WHICH EVER IS SMALLER) WILL BE ADDED. -25" -. 1.75"—j Iact= 96.0 in. Imax = [1950 +1200(M1/M2)]b/Fy SINCE M1 /M2 1.0 Imax = 3150*blFy = 158 in. SI NCE I max > I act Fb = .6OFy = 30,000 psi.. MAXI MUM STATIC LOAD PER LEVEL DEPENDS ON BENDING CAPACITY M=Sx* Fb=wI'2/8 = 33570in.Ib. CAPACITY = 2(8* M/1) = 49731 b. MAXIMUM ALLOWABLE DEFLECTION (11180). 1.625" * LL 4.1875' o .0747 in.. Sx=1.119in.'3 Ix = 2.430 in.M i=5wIi4/384EI CAPACITY = 2[(384E1 )/(5* 180*1/2)] = 66371 b. MAXIMUM STATIC LOAD PER LEVEL IS 4,973 lb. ALLOWABLEANDACTUALBENDI NGMOMENTATEACHLEVEL. Mstatic= wI/¼2/8 = LIVELGD*L/(2*8) MaII ow( static) Sx * F - Mimpact= 1.125*M static Mallcw(seismic) = 1.33* Sx * Fb Mseismic = Mconn (SEE LONG. ANALYSIS) LEVEL Mstatic MimpaCt Mallow Mseismic Mallow RESULT 1.125 Mstatic (static) (seismic) 1 16200 18225 . 33570 20211 44759 GOOD 2 16200 18225 33570 13467 44759 GOOD 3 16200 18225 33570 6300 44759 GOOD AREA 0.0000 INA2 0.3701 INA2 0.0000 INA2 0.1436 INA2 0.0000 INA2 0.2265 INA2 0.7402 INA2 y bar= Y-BAR 2.094 IN Ix= MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA 91768 PROJECT LEGOLAND CS G000ALE ioe 15 SHEET.NO. OF. CALCULATED BY _________ DATE 05-07-1999 STEP BEAM WEW SEC?it2' Wre'iS& &'IT SCOPE: DETERMINE THE EFFECTIVE SECTION PROPERTIES OF THE MEMBER WELD SHOWN BELOW. THE EFFECT OF THE ROUNDED CORNERS ARE TAKEN INTO ACCOUNT. TYPE "A" WELD TYPE "B" WELD TYPE "C" WELD TYPE "D" WELD C-+ wo T'P c ffzz21 TYPE "B" WELD t_t oe WELD SECTIO.PPOPFR1ES - Oi2.5.iNCHI.TH1cK, TYPE "B" WELD -- - AREA= 10.740 INA2 MOMENT CAPACITY= 1 14,429 IN-LB Sx= 0.52 INA3 EFFECTIVE SECTION PROPERTY FOR WELD* * TAKES INTO ACCOUNT 0.7071 REDUCTION FACTOR ELEMENT WIDTH I HEIGHT 1 0.0000 IN 0.0000 IN 2 0.0884 IN 4.1875 IN 3 0.0000 IN 0.0000 IN 4 0.0884 IN 1.6250 IN 5 0.0000 IN 0.0000 IN 6 0.0884 IN 2.5625 IN Fbase-metal= 0.6*Fybase metal = 33,000 PSI Fweld= 0.3*Fu = 21,000 PSI Feffectjve= 21,000 PSI CAPACITY= Feff * Sx-weld * 1.33 = 21000 PSI *0.5171NA3*1.33 =114,429 IN-LB I Y-BAR ELEM. 0.0000 IN 2.0938 IN 0.0000 IN 3.3750 IN 0.0000 IN 1.2813 IN AREA= EH__ D F Y-BAR I 0.0000 INA4 0.5408 INA4 0.0000 INA4 0.2674 INA4 0.0000 INA4 0.2735 INA4 1.0817 INA4 Ic MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA CA 91768 PROJECT LEGOLAND FOW CS G000ALE SHEET-NO. 10, OF 15 CALCULATED BY _________ DATE 05-07-1999 STEP BEAM WEW SEC T5W W'iSo? &'I'IT' SCOPE: DETERMINE THE EFFECTIVE SECTION PROPERTIES OF THE MEMBER WELD SHOWN BELOW. THE EFFECT OF THE ROUNDED CORNERS ARE TAKEN INTO ACCOUNT. TYPE "A" WELD TYPE "B" WELD TYPE "C" WELD TYPE "D" WELD BEAM & WELD INFO c E A= B=NY TYPE_IlDU WELD I D tweId* Fu-weld= 70,000 PSI Fy-base metal= A * t-eff= t-weld *.0.7071 C.G F Y-BAR O 125 INCH THICK TYPE "D" WELD - AREA= 1 .1821NA2 MOMENT CAPACITY= 1 34,030IN-LB Sx= 1.22 INA3 EFFECTIVE SECTION PROPERTY FOR WELD* B * TAKES INTO ACCOUNT 0.7071 REDUCTION FACTOR ELEMENT I WIDTH I HEIGHT _j Y-BAR ELEM. I AREA I Y-BAR I I 1 2.5000 IN 00884 IN 00442 IN 0.2210 INA2 0.8477 INA4 2 00884 IN 41875 IN 20938 IN 03701 INA2 05439 1NA4 3 17500 IN 008841N 41433 IN 01547 INA2 07089 INA4 4 008841N 162501N 337501N 014361NA2 03021 INA4 5 0.7500 IN 0.0884 IN 2.5183 IN 0.0663 INA2 0.0177 INA4 6 0.0884 IN 2.5625 IN 1.2813 IN 0.2265 INA2 0.2418 INA4 AREA= 1.1822 INA2 y bar= 2.003 IN WELD MOMENT CAPACITY UNDER SEISMIC LOADING Ix= 2.6621 INA4 Fbase-metal= 0.6*Fybase metal = 33,000 PSI Fweld= 0.3*Fu = 21,000 PSI Feffective= 21,000 PSI CAPACITY= Feff * Sx-weld * 1.33 = 21000 PSI *1.2181NA3*1.33 =134,030 IN-LB::] PROJECT LEGOLAND ffOW_CS G000ALE SHEET. NO. CALCULATED BY OF 15 DATE 05-07-1999 ) . Miower MI - rooS MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA 91768 BEAMTOCOLUMNCONNECTION: Mconn= ( Miower + Mupper )/2 + Mend Mupper CAPACITYOFCONNECTOR: aL SHEAR CAPACITY OF 7/1 6" DIA. STUD A= .4375A2rr/4 =.l 5 "A2 Fy= 50,000 psi (Al 08 steel) Pmax= 3000 # ) BEARINGONCOLUMN: - Abrg.= t * D t=.09 mm .4375*t Fy=42000psim1n. Pmaxbrg.=A*F __ P1 4/ - =.4375t 2.1 *Fy 2 3473 #> 3000# 4 MOMENTCAPACITYOFBRACKET: TD --- Id. -5 Mcap= S * Fbending =.105*.66*Fy C= Mcp/.5 = 1.667 P1 311 - P1= Mcapl.835 I Sbracket .1:05 nA3 =.083Fy=3486#>3000# SINCE PLUG GOVERNS P1 =3000# 1-5/8" C=P1+P2+.P3 Mconn. cap.=P1*4.5 + P2*2.5 + p3*5 C = P1+ P1(.5 / 4.5) + P1 *(.5/4.5) _ 5.95 *2flr - "j ,' C=1.67P1 P2= (2.5/4.5) P1 = 1667# = 17850 "# P3= (.5/4.5) P1= 333# Mconn. seis.= 1.33 * Mconn = 23,741 "# I. r3 'V Mupper V. ) MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA 91768 PROJECT LEGOLAND. Cs G000ALE fOR- SHEET NO. - '1 1 S OF 1 5 CALCULATED BY _________ DATE 05-07-1999 Mconn= ( Miower + Mupper )/2 + Mend CAPACITY OF CONNECTOR: J_ SHEAR CAPACITY OF-7/16" DIA. STUD ,A=.4375A2n/4 = .15 IIA2 Fy= 50,000 psi (A108 steel) Pmax= 3000 # 1BEARING ON COLUMN: MCC Abrg.=t * D t=.09 mm =.4375 * t Fy=42000psi mm. Pmax brg.=A * F I •' ry - = 3473 # > 3000# Mlower Q1.MOMENT CAPACITY OF BRACKET: • - - Mcap=S * Fbending 211 =.105 *.6 * Fy ' . . -tC 2" . - 2" C=Mcapl.5 = 2.15 P1 - P1=.93-Mcap . 1/2" • .058 Fy = 2930# < 3000# SINCE BRACKET GOVERNS P=2930 #. V .. . 3" -S bracket = .105'3 Mconn. cap.= 6.5P1 +4.5P2+2.5P3+.5P4 = 10.615P ' 31,097 "# '- . - • 1-5/8" Mconn: seis.= 1.33 * Mconn = 41,426 "# . - C='P1+P2+P3+P4 • V C=P1+P1(4.5/6:5) V • V V Pl(2.5/6.5)+P1(.5I6.5) I = 55" I D=42" 1 H roSEI MIc MATERIAL HANDLING ENGINEERING TEL (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT LEGOLAND FOR CS G000ALE SHEET NO. 12 OF 15 CALCULATED BY BOB S. DATE 04- 13- 1999 TRANSVERSE ANALYSIS: BRACING :TYPE 1-S/R 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 L di ag. = [(L- 6)12+(D- 2* Bcol )'2]'.5 = 60.8 Vdi ag =Vtrans * Ldi ag. / D =2213# kI/rmin = [1 * 60.8]! .523 =116.2 Fa=[l2ir'2E]/[23(kl/r)12] = 11048 psi. fa/Fa =ydiag!(Area*Fa) =0.72 DIAGCNAL AND HCRIZ(NAL BRACING HWH 11 Area= .277 "2 W OT rmin= .523 U o t=.06". U H W= 1.5 H= 1.5 10 C:fSEIZM~IC:n MATERIAL HANDLING ENGINEERING TEL (909)869-0989 • FAX: (909)869-0981 1 A ATLANTIC STREET • POMONA • CA 91768 PROJECT LEGOLAND FOR CS G000ALE SHEET NO. 13 OF 15 CALCULATED BY_BOBS• DATE_04-13-1999 OVERTURNING :TYPE 1-SYR ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 2237.7.1 OF THE 1994 Uniform Building Coda S FULLY LOADED TOTAL SHEAR = 1529 lb. Mot = Vtrans * ht * 1.15 =1529* 140 1.15 =2461691nJb. Mst =(Wp+.85wDL) * d/2 = ( 8100+.85 * 240) * 421.2 =174384ifl.1b. Puplift =1 (Mot - Mst)/d = 1709Ib.- CRITICAL 5 n TOP SHELF LOADED SHEAR =509 lb. Mot =Vtop* h* 1.15 'I 42"-I' =509* 180* 1.15 =105501 in.Ib. Mst =(Wp+wDL)* d/2 = ( 2700+.85 * 240) * 42/2 =60984in.Ib. Puplift = 1(Mot - Mst)/d = 10591b. USE 2 ea. 1/2 x 3-1/2 MIN. EMBED. ANCHOR.' CAPACITYOF 1/2x 3-1/2=1125 lb. PULLOUT& 1840 lb.SHEAR COMBINED STRESS1 1709 / 2250 +764 [3680 =0.97 COMBINEDSTRESS2 =1059/ 2250+254/ 3680=0.54 764#- 509# 254# —, 9 MATERIAL HANDLING ENGINEERING TEL (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT LEGOLAND FOR CS G000ALE SHEET NO. 14 OF_15 CALCULATED By_BOB S.• DATE _04-13-1999 BASE PLATE :TYPE 1- SIR I 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) Vh/2 (FULL FIXITY). Mb IS THE SMALLEST VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. Pcol =41701b. B=8in. D=5in. - t=.375in. Mb=11166in.Ib. b=3 in. bl=2 P/A= Pcol/(D*B) = 104.2 psi. M/S = Mb/ ((D* B12)/6) = 209.3 psi. fb2 =2b/B*fb= 130.8 psi. fbi =fb-fb2=78.51 psi. Mbase =wbl'2/2 =bl'2/2[fa +fbl +.67f b2] Mbase = 843.8 i n.I b. Sbase = 1*t12/6 = 0.0234 in./3 Fbase=.75Fy* 1.33 =36000 psi. fb/Fb = Mbase/(Sbase*Fbase) =.99 ANCHOR TENSION Mo=0 T*d2=[Mbase Pcol*b/2] T = Mbase/d2 - Pcol*b/2d2 1091 lb. lu TIV A I IvIbase Mbasel Mbase MIC MATERIAL HANDLING ENGINEERING TEL (909)869-0989.. FAX: (909)869-0981 161 ATLANTIC STREET • POMONA. CA 91768 PROJECT LEGOLAND FOR Cs G000ALE 0 SHEETNO. 15 OF 15 4 CALCULATED,BY_BOBS. DATE 04-13- 1999 (b) SLAB TESION ,f b,- B Asoil Pmaxl(E33 * fsoil) = 11.85 ft.'2 ...I ol = 1,707 in.'2 . .L=sqrt(Asoil)=41.3in; . B=sqrt(w*d)+t= 11.8 in.; 0 b (L- B)/2 14.7 in.. . BASE PLATE Mconc =wb'2/2 =(1.33*fsoil*b12)I(144*2) . . - • w=8 in. = 1,006.3 i n.I b. d = 5 in. Sconc=1*t/216= 5.04 in.'3 0 .' Fconc = 50*sqrt(f'c) =284.60 psi. CONCRETE fb/Fb = Mconc/(Sconc*Fconc) =0.70 t = 5.5 in. f'c = 4000 psi. - . .. SOIL... fs=l000psf. C, April 15, 1999 FU 'CONSOLIDATED • U : FIREPROTECTION .. - INC. Carlsbad Fire Department J Fire Prevention Bureau 2560 Orion Way • - Carlsbad, CA 92008 • Re: Legoland California High-Piled Storage Facility I 1914 Palomar Oaks Way ' . Carlsbad, CA 92008 I Subj: Fire-Protection Technical Opinion & Report I 1 OVERVIEW I Fireprotection The information presented herein has been prepared by Consolidated Inc (CFI), at the request of Bob Lorenzini, on behalf of Legoland Clifonià, as a consideration in their request for rack storage. This "Technical I •Opinion &.Report" addresses minimum California Fire Code requirments and specifically conditions applicable to high-piled combustible storage in a new two story building located at 1914 Palomar Oaks Way, Carlsbad, California. II CONTACT . ;. Legoland California's compliance with California Fire Code requirements, is based on the storage array .of combustible materials within a warehouse, as provided, to CFI by Mr. Lorenzini, Legoland Logistics Depaitment. (804-8355) III SCOPE :•. Specifically, this report will address minimum requirements for the storage of retail merchandise and printed materials in a 12,000 square foot warehouse area. Discrepancies between the information presented herein and actual conditions discovered during the inspection process are the sole responsibility of Legoland and verification of compliance with requirements and provisions addressed herein rests with the authority having jurisdiction and is outside the scope of this report I ot6l LegolandCàlifornia FI Page 3 of 6 - I CONSOLIDATED - FIREPROTECTION i INC. VII HAZARDOUS MA TERIALS ............... ............. There will be no materials considered to be physical or health hazai ds stored in 1 this building I VIII R,4 CK STORA GE OF MATERIALS Portions of this facility, greater, than-5 00 square feet in area will be used for the I high-piled storage of plastic Lego blocks, retail products and general merchandise and will require a 'Special Use Fire Permit' as per Section 9101:12, 2, Article 81 of the 1995 Califorma Fire Code This report details the I local requirements of the Carlsbad Fire Department, Fire Prevention Bureau I IX COMMODITY CLASSIFICATION SUMMARY & STORAGE ARRAY The information presented herein presents proposed storage commodities as described to and understood by the report preparer I Storage be to height 15 feet with height of storage not to racks will installed a of exceed 20 feet Warehouse storage array is considered high-piled combustible I storage, as defined by CFC Section 209-H, Class I-TV Commodities above 12 ft and Class V Commodities above 6 ft (Technical Reference No 1) l Stored-non-encapsulated materials within cardboard boxes in the warehouse storage area include I Retail Genera' Merchandise / Lego blocks Bottled water and souvenirs Printed paper items I Clothing Plastic Lego blocks stored in non-partitioned cardboard boxes are classified as I Free Flowing Group A Plastics Figure 801 1 Decision Tree illustrated in Chapter 8 of NFPA 23 1C furthers classifies the commodity as Class IV - (Technical Reference No 2) - I I I Legoland California - I . orc Page 5of6 . CONSOLIDATED . . FIREPROTECTION . . . I INC. XII FIRE DEPARTMENT ROAD WA VA CCESS Fire apparatus access road exceeds 20 feet in width as required in Article' 9, CFC -. XIII EGRESS SYSTEM : .. .• Storage racks will not present any exiting challenges such as obstructed or dead end aisles Legoland California has indicated that they will comply with applicable I . '•' Code requirements for egress. The basic layout of the building is in conformance with the exitihg and egress requirements of Article 10 of the 1995 CBC. The -. warehouse is provided with two remote exits and no pOint in the building are - there more than 200 feet travel distance from an exit. . I . XIV GENERAL SAFETY PROCEDURES I . No smoking will be permitted in the building Al! employees will receive special training on the use of.portable fire extinguishers of the type to be provided in this building. An evacuation plan will be in place Exit doors will be maintained unobstructed and will be opened weekly to * ensure their operation: 0 I . Employees will be trained to maintam the storage height limitations, based on commodity classification, as stated in this report., I XV CONCLUSION . :.. Based. on the code research conducted in support of the development of this fire protection plan, and the recommendations provided herein, it is our opinion that I .. the proposed warehouseat 1914 Palomar Oaks Way will be in full compliance with the 1995 edition of the California Fire Code as related to the described use and occupancy. We feel this fire protection plan is complete and provides an- adequate level of fire and life safety, for the occupants of the building. I I Legoland California .. Page 6of6 . If, after reviewing this reori, you have any: ciuestions or comments; or you are in need of further information, please do not hesitate to contact the. We look. forward to working with you to resolve any issues that may arise, and will be awaiting your response. Thank you. .. . . Respectfully submitted, . . Daryl K. Jam ', a State Certified FPO III . . • Director, Consulting Services Technical Reference # 1 0 - - - - - - - - - - - - - - - - - - - 1994 UNIFORM FIRE CODE 1994 UNIFORM FIRE CODE 209-210 LECTION 209 - H HANDLING is the deliberate transport of material by any means to a point of storage or use. HAZARDOUS CHEMICAL REACTION is a reaction which generates pressure or byprod cts which could cause injury, illness or harm to humans, domestic animals, livestock or wildlife HAZARDOUS FIRE AREA is land which is covered with grass, grain brush or forest, whethe rivately or publicly owned, which is so situated or is of such inaccessible locati )fl that a fire origi ating upon such land would present an abnormally difficult job of suppression or would result ii real and unusual damage through fire or resulting erosion. Such areas are de: ignated by the chi n a map maintained in the office of the chief. HAZARDOUS MATERIALS are those chemicals or substances which are physical hazards o ealth hazards as defined and classified in Article 80 whether the materials are in usable or wast ondition. HAZARDOUS PRODUCTION MATERIAL (HPM) is a solid, liquid or gas associated witl emiconductor manufacturing that has a degree-of-hazard rating in health, flammability o' eactivity of Class 3 or as ranked by U.F.C. Standard 79-3 and vhichis used directly in research tboratory or production processes which have as their end product materials which are no azardous. HAZARDOUS WATERSHED FIRE AREA is a location within 500 feet (152.4 m) of a fores r brush-, grass- or grain-covered land, exclusive of small individual lots or parcels of land locate utside of a brush-, forest- or grass-covered area. 1-IEALT11 HAZARD is a classification of a chemical fot which there is statistically significan vidence based on at least one study conducted in accordance with established scientific principle: at acute or chronic health effects could occur in exposed persons. Health hazards include chemi als which are carcinogens, toxic or highly toxic materials, reproductive toxins, irriLants,orro ives, sensitizers, hepatotoxins, nephrotoxins, neurotoxins, agents which act on the hematopoieth ystem, and agents which damage the lungs, skin, eyes or mucous membranes. HEATING AND COOKING APPLIANCE is an electric, gas or oil-fired appliance no ntended for central heating. I-IIGI-I EXPLOSIVE is explosive material, such as dynamite, which can be caused to detonau y means of a No. 8 lest blasting cap when unconfined. HIGHLY TOXIC MATERIAL is a material which produces a lethal close or letha oncentration which falls within any of the following categories: I. A chemical that has a median lethal dose (LD50) of 50 milligrams or less per kilogram ofbod veight when administered orally to albino rats weighing between 200 and 300 grams each. A chemical that has a median lethal dose (LD50) of 200 milligrams or less per kilogram o ody 'weight when administered by continuous contact for24 hours, or less if death occurs within 2' iout-s, with the bare skin of albino rabbits weighing between 2 and 3 kilograms each. A chemical that has a median lethal concentration (LC50) in air of 200 parts per million b olume or less of gas or vapor, or 2 milligrams per liter or less of mist, fume or dust, whet dniinistered bycontinuous inhalation forone hour,or less if death occurs within one hour, to albin ats weighing between 200 and 300 grams each. Mixtures of these materials with ordinary materials, such as water, might not warrant classifica ion as highly toxic. While this system is basically simple in application, any hazard evaluatiot vhich is required for the precise categorization of this type of material shall be performed by expe ricncecl, technically competent persons. HIGHLY VOLATILE LIQUID is a liquid with a boiling point of less than 68°F. (20°C.). I1IGIIIILED COMBUSTIBLE STORAGE is storage of combustible materials in close1 naákccl piles or combustible materials on pallets, in racks or on shelves where the top of storage i: greater than 12 feet (3658 mm) in height. When required by the chief, high-piled combustible stor- age also includes certain high-hazard commodities, such as rubber tires, Group A plastics, flam- mable liquids, idle pallets and similar commodities, where the top of storage is greater than 6 feet (1829 mm) in height. HIGHWAY is a public street or public road. HORIZONTAL EXIT is an exit from one building into another building on approximately the same level, or through or around a wall constructed as required in the Building Code for a two-hour occupancy separation and which completely divides a floor into two or more separate areas so as to establish an area of refuge affording safety from fire or smoke coming from the area from which escape is made. HOTEL is any building containing six or more guest rooms intended or designed to be used, or which arc used, rented or hired out to be occupied, or which are occupied for sleeping purposes by guests. HPM FLAMMABLE LIQUID is an HPM liquid that is defined as being either a flammable or combustible liquid. HPM STORAGE ROOM is a room used for the storage or dispensing of HPM and which is classified as a Group H, Division 2. 3 or 7 Occupancy. HYPERGOLIC MATERIAL is a material which is capable of igniting spontaneously upon contact with another substance. SECTION 210—I IDLFI (Immediately Dangerous to Life and Health) is a concentration of airborne contami- nants, normally expressed in parts per million (ppm) or milligrams per cubic meter, which repre- sents the maximum level from which one could escape within 30 minutes without any escape-impairing symptoms or irreversible health effects. This level is established by the National Institute of Occupational Safety and Health (NIOSH). If adequate data do not exist for precise establishment ofIDLH data, an independent certified industrial hygienist, industrial toxicologist 01 appropriate regulatory agency shall make such determination. 1MB is the Institute of Makers of Explosives. INCINERATOR is a structure, or portion thereof, container, device or other appliance designed, used or intended to be used for the disposal of combustible rubbish by burning. INCOMPATIBLE MATERIALS are materials which, when in contact with each other, have the potential to react in a manner that generates heat, fumes, gases or byproducts which are hazard- ous to life or property. INERT GASES are argon, helium, krypton, ilcon, nitrogen and xenon. INHABITED BUILDING is a building regularly occupied in whole or in part as a habitation for human beings. Inhabited buildings include churches, schools, railway passenger stations, stores, airport terminals for passengers, and other buildings or structures where people are accustomed to congregate or assemble. Inhabited buildings do not include buildings or structures occupied in con- nection with the manufacture, transportation. storage or use of explosives and blasting agents. INSIDE HPM STORAGE ROOM is an l-lPM storage room total]), enclosed within a building and having no exterior walls. ItNTRAPLANT DISTANCE is the minimum distance permitted between two buildings on an explosives manufacturing site, when at least one of the buildings contains or is designed to contain explosives. NOTE: OFFICE OCCUPANCY LO PERSONS. BUILDING IS FULLY 1005.7. EXCEPTION 8. LEV,27iOLI I f -0' I H C.S.GOODALECO. I \WY 365-AMwtdEx, &D.CA 2l21 I \7 I I '1 I i I I • I I.. I' I Technical Reference # 2 A I RACK St(lt'c\(.i'. OF NIAt t:ii.i. :\!lII/l/J/c-/nit' /?ai/:.. Miiltiple-i'iiiv I'ai'ks ale ticks greater thim 12 Ii (3.7 ill) wide ni single- ni 1 tthii'-tiiiv tacks sep- ;ut';ited he aisles less titan It (1.1 in) vide ii;ivung all nyu_tail i'udtlu gte1te1' tlt;nt 2 Ii (3.7 itt). I'uui/a/ul,' hl i'u)lt;uhle tacks ;ne tacks that are not lixed in pl;uce. .I'lie :;ttt I>eitt;uttg_'d ill itllV ilttlltl)et ni tl}ttligultltSli.. .i,u,I'-Iuuiu' Al Siiigle-iniv tacks ;oe tacks with no 11111- ,ttuiditiaI (liii.' s1uace',uttd IIIvIIIg .0 width tip to Ii ft (IS Ill) wit It aisles ;it least 3 It (1.1 nil tom oilier stom'agi_'. Roof Height. The disiummce bet weemi tile Iluan' :111(1 time tittdet'siiIe id tile tout deck t'ithm ilte slmii';uge;ui'e;u. Shall. indic;uti_'s it itt;itmtlmiot'v i'eqtlit'etttemti. Shelf Storage. Suoi';uge ()it sll'imcllut'es less than 30 ill. (702 (-ot) del nithi shelves oso:milv 2 ii (0(1 ill) apart vermi- cail and sep:tramed be ;111pr1 xi it:tieiv 30-itt. (712-end aisles. Should. iiitlic:uies it tecoinhiieiicluliott or that t'iiiclm is advised html tot re((ltired, Slave Pallet. .\ special pallet captive to it niateti;tl- hatidlitig system. (Sri' /'goiu' It/u)) Solid Shelving. Solid shelving is solid, slatted, and oilier types ol shelving located within tacks that nhstm'ttct spt'itiklet' water petlett';iiion (bun through the tacks. Transverse Flue Space. 'I lie space between tows ol slot age parallel to the (lit'ecmtlltl ol io:tclitig. I.Sru' Iigiot' /-3(r)1 Chapter 2 Classification of Storage 2-1i Commodity Classifications. 2-1.1 (:ltss I commodities are (lelitleci as essentially tutu- coiiihuistihlc pm'odticts (01 uvoil(l pallets, Or in orditiary cot'- t'utg;itcci c;tm'totis wit h mum uu'itlututt single-thickness dividers. (It' it) tit'ditittv l)lPcr uviappitigs. all oil wood pithiets. Such pt'octutcis slt;tli he perttut ted In have it tiegligible itliit)tItit Of pl;tstic ii'ittt, such its knobs or htamidics. l';XiitOlC5 Of (:l;tss I pu'ttdticts incitide: Foods. Foods in tinticonll)utstil)ie (itltaitters; frozen hoids; Itleats; ht'eslt lrutius-itt(l'gcttl)les ill tiottpl;istic trays to cotitaittet's; d;tiry products ill tit,miwtx-coite(l piupet' coo- ttiuiers: beet' ;ttid wine, 01) to 20 percent alcohol, in titetiub, glass. or cet';ttnic cntmtiiiocrs, 'Class /'uu(Io€Is. (;luss bottles, empty or filled with lion- combustible liquids; tilit'm'ot'S. ilium! I'ivlou'I.L, ,\letil desks uvitlt plastic tops and tt'ittt: electrical ('oils; electrical devices in thteit' nietiti enclosures: pots and pills: cht._u_tticiil itiotors: tit'' cell h;tttcm'ics; toet;tl ctttptv ('ails; stoves: wisliet's dt'vet's: octal c;uliitieis, ()//u't. Oil-billed ;iitd tutltet' types tul (list rilnitiott tt'ittis- litt'titet's: cettiettt ill h:ugs: electt'ic;il iitsol:ttuuis: httat'd: itict't pigmttettts: (It-\. insecticides. 2-1.2 (:l;iss Ii co mmodities ill-(- (li.,'Iitt(_'d its (:is I pt'tid- Lids ill slimed uvuiutdett claIm's. solid wooden boxes. tttutlti- uvall cot'm'utg;tted c:ti'lotts. tut' e(Iuov;tlemmt cottihitstihlc p;tcktg- itig itt;ttct'i;tl iimt wood ptliets. Examples of' Class II pt'tuclttcis include: 'l'imitmlv co;ttcmi lute uvit'c situ_it its i';udto coil uu'it'c on reds Or ill c;ii'totis; tttcatidescemtt itt' flutoi'esceitt light butll)S; beet' OY 'vnte, tIlt to 20 pet'ceitt :ilcoltol Ot iouid u'utttt;ntiei's; Class I tl'uudttcts, liii smit;ull c;trtotts to' sitmall p:tck;uges 1tktced ill oi'thi- ti;iry papet'huitrd c;n'tolt', 2.1.3 Class Ill commodities tie (belutted its uu'ttod, i(Pdi', ti:itiit'tf lihet' ('11,111, ;ilul'l (;t'tlttl) C. pluses cur pt'tdmtets tltet'eol Ott hu'oo(l f)llIes. Pt'ochutmu.sht;ill Ill juercuiitted tociittltit1thitti- itetl ititoititi of (r01t1) ,\ ot' hi phmics. \\'ootl dressers with pl;tstic clt'i\i'et' c4lt(les. Ic:ttiulles, ;tuiul IrIlli ire ex;tttiplcs of a u'otttmttuuditv ccltti:tttttttt :t lnttmtel ititottuti ((I f)l:isttc. l'lx;nttitles ol ( kiss Ill ptoditcts tiiclttde: I,l'(IIIil'i /'o4io'h. Sit es: :ickets; gloves; luggage. I'a/ic'i' /'c'ni/uti'/, hiocuks: tlm:tga/iiies: ltewsp;mpet's:staohu- itet'v: pl:tsmic-cu:uted pium'' (loud ('otittiltet's PiiPt't' or Card- board g':tmmtes: tis'.tte 1>t'odmtcts; tolled paper ()It side or steel b;mtitled On eitd: t'i_'getiet';tted ('ellmtlosius (i.'u.'hlopii;mtie)_ 'l'u'.!,Ir'. <:titmi';tl liliet ttpltolstem'ed mtucitjcl:tstic lumt'tmitutt'e; uvoticl or tttet:tl ('umt'ttittit'' uvult pl;tstic i:il(leuI ;umtd coveted ;it'tiit'ests; itt,tttt'esses u'iiltu,tti m'x1:ittt.led jukis(ic oV itmluhem'; ll)st)t'l)et1t Cot- loll to c;trtoits; tt;itmit';tl blat' :mttd viscose v:trtis, ihim'emd, and pt'uudtucms: t:ttumm'ul (thei' ml cml titmg it' textile pt'uudutcts. Wood /'I'o(Iltu'/ , I) )uli's Lu' lit (Ill ws : door and u'i tl(lnn' I'r;imties: cotnhttstthle Imliet'ho;mi'd; Lu'iuiOl c:thituets; l'm.ti'tntiut'c; other u'u,od products. O//,ru. Iu>htcu'ci pt'iicltiu'is itt papet'hoat'd cartons; 1100- ll;tiiutti;thle lit1iiids stichi its so:tps. deuet'gm_'tits ittid bleaches, ;tttd imcitill;ttmmtii;i11e plt:tm'utt;tcctmtic;uls ill pl:istit_' cotltaim'met'S: cuitttl.uutstihle foods and cere;tl pt'odtmcts;, I ion-negative- produucittg hultti p:ueks ill sc';thi_xl ttiet;ul lucil hu't'itCt'S ill p;tpu_'m'hul;mt'd p;tck;tges. 2-1.4 Clmss I\' commodities are (lelitmed its Class 1, Il, and III pruudutcms uuulit:ticiuttg ;lti tppt'eci;tl)le'itiiouttit of Group A phtstics ill papv'rlinmt'd e;O't0ti5 or Class I, II, alld Ill products u'itlt Group .-\ plastic packitig in Implurboard cartons oil wood pallets. Group II plastics and free-llowimig Group A plastics also are included to this class, (Sri' ,S'u'i"Iuiiti I-I.) l'.xitmmiples of Class IV pt'odumcts imiclutde: Suti;tll impphi:uilces, tvpewl'itet's. imtil c;tttiet'ims with plastic p;trts; pl;istic-h;icked tapes; atud s tithmetic llil)t'ics or cloth- ittg.-\ti ex;utimple Ill ptckiig tn;ttet'i:ul is it metal pt'odimct ill it liuutned pi;mstic cocooti iii ;t cot't'uig;tled c;uttoti. Class IV commodities also tuclttcle: 7'e,vlili',s. Synthetic tlire;md and vtrtt except viscose; non- viscose s nihictie ktbt'ics or ('iothmitig. Oil,rr,u. \'iityl lliiot' tile: wood Or itietil [maine upholstered lttt'nmiutt'e (It' mti;utti'esses uvithi plastic covering ot' padding, or fuomhm: plastc-p;udded tutetal d;ushtbo;ui'ds or metal bumpers. 2-1.5 Classification of Plastics, Elastomers, and Rubber. N( )'l i: Tlic Ilillim-iii-,'ict_'gi ia's lie 'hi:uLetl on timtiimodil'med hitisili' tmciiei'i,ils, 'I (me tie ccl' lit'- cii' fIciiui'-i'c'tii'iItit. ituiclIiei's ccc' iIi' filivsl('il ((cliii id,111L. cuiitm'i'u;il ('lii ('li:liugL' thmm'm'l;ussifict(icmmi, 2-1.5.1 Coup A. ABS (,tcm'vlcuiuiim'ilc-litttiuthiu_'tte-stvm'ettc dhil)olvtnem') ,'\cet;il (h)ihlvhcum'ttt:mldelt\sle( .'\ct'vlic (iuiyiti'tliyl timt_'tli:o't'u'l;tiu_') lluttvb l'hml)htet' l:l'l)NI (etltvleiic-pt'icpviemme t'utbhu_'t') I:II1 (ltl)et'gl:mss i'eitihci'ccd )olyestei') Nmoral VIIbbLT (ii exp;tttded I Nitt'ile t'tmhhei' (;tct'\'hmtmtitt'ile-htutt;idiette t'uihhem') 1995 Edition ti'lI,t)l(; CONS] 'Rt'(:'HON 5'I'R,\(;E ,\RR.\N(;IlI'i' 231C-7 PET (thermoplastic iC polyester) Polybotadietie l'( )lyCaI'l)( >11 ite Polyester eiist c I111CI' P()Iyet h vIe tie Polyp ropylene I'olvstvre tie Puiyttt'et fiaitc PVC (polyvinyl chloride - highly plasticized, e.g., coated fabric, ittistipput'tcd hihit) SAN (st rent tcl'vi( mit tile) SBR (stvrciic-loitadictie rubber) 2-1.5.2 Group B. (:eflnhisics (cellulose acetate, cellulose acetate httt'rtte, ethyl cellulose) (:hloroprette rohhet' ifutoroplastics (1: - ctlivieiie-chilorutriiutoru- etlivletìe copolymer; FIFE - etfivleiie-tctriifiooru- ethylene c(ipulvliict'; lIP - illtot'ivatecl ethvieiie- prop>'lee ipolyitet') Nautical t'UI)l)et (not expanded) Nylon (nylon 6, nylon 6/6) Silicone tubber 2-1.5.3 Group C. Fluuruplasttcs (l(IIl - pulycliforotriloot'uethyletie; PUFF - j)oivtet 'allutoroethylene) ?ilelaniinc (tilelatnine formaldehyde) Phenolic PVC (polyvinyl chloride - rigid or lightly phtsucii.e(. e.g., pipe, pipe Filings) I'VDC (polvvinvlidctie chloride) P\1)F (pulvviovficlenc fluoride) I\' F (polyvitiyl litico'ide) Urea (to'c;u foi'tiitldelivcIc) Chapter 3 Building Construction 3-1 Construc.ion. Bttildings ttsel for tile rack storage of materials tli;tt tie protected in accordatice i'itlt this stan- clat'd shall be of :titv 1)1 tlte types described ill \FP\ 220. .S'/ooi'Iarl oil 'li/Irs of Bto/ilittg (ott,/ roe/mo. [2 Fire proii1t 3-2.1t With spt'ittkler systeitis installed ill accordmicc s'ithi Chapters It tltt'oogli If), five pt'otectioo of tool steel shall 1101 he cdliii 'cd 3-2.2t \\'ftct'e ceiling sprinklers and sprinklers ill tacks ate installed in accot'diticc with (:ht;tpiers 5 tlo'ottgli 8. foe protection oh' steel building columns shall lint be required. 3-2.3t \\'here storage height exceeds IS ft (-1.6 Ill) alid ceiling sprinklers univ are installed. fire protection by one of, the fulluwittg methods shill be I'e(fOO'ed for ill types of steel bttildnig coltttiitis located within the tacks or lot vet'- tictl rick ittettthe-i's tft;tt sttpptlt't the boifdittg: ()tie-htoti I' Iii'e l)t'lohtn.TI (h) Sidewall sprinklerssat tfte IS-It (46-ni) elevation. pointed 100:11(1 one side of [lie steel colutiiti. (c) Provision of ceiling sprinkler (fetlsitv for a uiiioittttttii of 2000 11 (185.9 itt) i'itli 165°F (740(;) or 28601: (f-I 1°(:) rttecl sprinklers as sftno'it ill table :1.2.3(c) lot' storage heights ibove IS ft (4.11 ni) tip to and iticlttdittg 2() it (6.1 Ili). (1) Provision of large (ft'of) or eat'l' suppression fist t'e'poflse (ESER) ceiling sprinkler protection in accordance st'th Chapters 9 111(1 II), respectively. Table 3.2.3(c) Ceiling Sprinkler Densities for Protection of Steel Building Columns Aisle Width Commodity Class 4 ft (1.22 m) 8 ft (2.44 iii) gpni/ft2 [(L/s)!m21 0,37 0:1:' II 0,4.1 0,37 Ill ii \'TI lft6's 049 . G81 ' 11-12 0.57 ti iiIi' isi,(itis It It t. Sit (1.22 Ill n. 2,11Ili). iiii''ii iiii,'i ti'ii. ,'('ll ti,'ii,il It',. twty It' llStltl,'. 3-3t Vents and Draft Curtains. 1)esign cttt'vcs are based 101 the assnutiptioti that tutu vetits :ttid drift citt'ttitls ate not being used. Chapter 4 Storage Arrangement 4_1* Rack Structure. Rack configurations shall be of a getiet'ally accepted art'ttigemcnt 4.21 Rack Loading. Racks shall not be loaded beyond their design capucit v. 4-3 Flue Space. 4-3.1"t In (lotthle-l'tiw racks s'iihi height of' storage III) to and itichttditig 25 it (7(1 iii), and without solid shelves, it Ititi- gitttditi:ul lute space (back-to-back cle:tt';uttce) is not necessary. \oiiiitial 6-in. (152A-mm) tt':unsvet'se flltc S)t('t heto'eeti loads or at tuck ttpt'ightts sft:ufl be ottitltutiedl. I..oiclotit v:tri;t- tiotis in the ss'ichtlt ()['[Ile line spices cur in their VC1.11GII :uligtt- tttent shill be pet'ttiitted. (So l"igto'e -l-. I.) L.vt'r/)lioo.' -h Iou,'hiu1i tuil f/ui' s/jo/I he required tv/inc 1-.,S F/? /iro,klv'u' plo/ri/loll is p u' 4-3.2 Ili doutbfe-t'uuo' tacks with height of' storage over 25 It (7(1 it), a tttiititttttttt lctttgitttditual Hoc sp:tceof'(ttiuttti- iii) 6 in. (152.-f tittit) slt;tfh he f)t'ttvide(l. 44* Aisle Widths. 4-4.1 .'\isle widtlts and depth of ricks are ehetet'ttiitted by ttt:utct'i;tl-littidlittg itteihti>ds, The i,.'idtlt of tisles situ1 lie ('lilt- skfet'cd ill I lie ulcsigti of the protect [()It systetil, (Sri (ito/)lirt 5 (It i'mu,'Iu 7.) 4-4.2 'l'ltis st;tuidat'd ('lIlitdtttIiltd5 ;uisfe widths tii;tittt:tittcd citltet' by fixed t';tc'k stt'tucittu'es or ('otttt'ol in placing it)' table tucks. ,-\ttv (fccl'e;tse ill aisle is'idtli shall t'c'qttit'c t'e\'iew of' lie tdeqtttcv 01'111C pt'otedhivc system. 4-51t Storage Heights. 'l'fie cltst;titce I 'tom the loll storage in Ili(.-ceiling sprinkler dcflcctors shall he tot less thuti IS ill. (0.-h6 ttt). LXeI/)Ii0td When, lo i'e-dt'tip or LNI"/? .priol:Iru' /.uu'olei'Ioti !.i ii,sitl. Me (us/a lot' fi'oiii (he Itl/.l of slol'10,3' In the j'eili iiu (/e//il'Ioi:s s/in // h' 1111/ Ii',s.t (han 30 in. (0.91 in). 1995 Edition I RACK STORAGE. OF 5t..VlI.Rl\l.S I I Plastics Group B Class IV Goup C Class Ill (Carlôned! Exposed (Outside the scope otNFPA231C) pandedoL nonexpanded). Stable owing Figure 8-2 (Parts a-I), Class IV 8-3.1. and 8-3.2 Figure 8.1.1 Decision tree. I I I I ht (h) lottrtecii sprinklers (seven on each top two levels) ei'e more than one level is installed in racks. I 8-1.56 Chapters I through 5 apply to plastics storage. 8-2 Single-, Double-, and Multiple-Row Racks - Storage up to and Including 25 ft (7.6 in) - Clearances up to and Including 10 ft (3.1 m). 8-2.1 Ceiling Sprinkler Water Demand. For Group A plastic commodities in cartons, encapsulated or nonencapsu. lined in single-, double-, and ni ul tiple-row racks, ceiling sprinkler water demand in terms of density (gpm/ft2) [(lJntin)/nt2] and area of operation [ft2 (1112)1 shall he selected front Figure 8-2 Parts (a) through (g). Linear interpolation of design densities andareas of application shall be permitted between storage heights with the same clearances. No inter- polation between clearances shall he permitted. 8-2.1.1 Single-, Double-, and Multiple-Row Racks - 5-ft to 10-ft (1.25-rn to 3.1-rn) Storage with 11/2-ft to 10-ft (0.5-rn to 3.1-rn) Clearance. The protection strategies utilizing ceiling sprinklers only, as showit in Figure 8-2 Part (a), shall he acceptable for single- and double-row tack storge with 4-IL I .22-ni) or greater aisles and for multiple-row storage. 8-2.1.2 Single- and Double-Row Racks - 15-ft (4.6-rn) Storage with Less than 5-ft (1.25-rn) Clearance. The pro- tection strategy utilizing ceiling sprinklers only as shown in I Figure 8-2 Part, (b) shall he acceptable only for single- and double-row rack storage with 8-ft (2.4-rn) aisles. For 31/241 I -iii) aisles, a density of 0.60 gpm/112 [(24.5 l,/min)/m2] and an area of application of 1500 1i1 (139.5 1112) shall be used. For aisle widths 01'31/2 Ii to 8 ft (I ni to 2.4 ill), a (lirect. liii- ear interpolation shall be permitted between densities and areas of application. 8-2.1.3 Single- and Double-Row Racks - 15-ft (4.6-rn) Storage with 10-ft (3.1-rn) Clearance; 20-ft (6-rn) Storage with Less than 5-ft (1.25-ni) Clearance. The protection strategies utilizing ceiling sprinklers only as shown in Fig- ores 8-2 Parts (c) and (cl) shall be acceptable only for single- and double-tow rack storage wit Ii 8-ft (2.4-rn) aisles. In-tack sprinkler I otection shall be required for aisles less than 8 ft (2.4 in) in width. Where utilizing the strategies for ceiling sprinklers only, as shown in Figures 8-2 Parts (c) and (Cl), column steel shall be protected in accordance with 3-2.3(a) or (b). Roof struc- tural steel shall be protected in such a manner as to pro- vide a minitntm of 15 mintttes fire resistance. 8-2.1.4 Multiple-Row Racks - 15-ft (4.6-rn) Storage with Less than 5-ft (1.25-rn) Clearance. The protection strat- egy utilizing ceiling sprinklers only, as shown in Fig- ure 8-2 Part (b), shall not he permitted for multiple-row rack storage. The density to be used shall be 0.60 gpm/ft2 [(24.5 L/rniti)/mt] over 2000 ft" (186 ill"). The combination I of ceiling and it-rack sprinklers specified. in Figure 8-2 Part (h) shall be permitted as an alternative. I 8-2.1.5 Multiple-Row Racks - 15-ft (4.6-rn) Storage with 10-ft (3.1-rn) Clearance; 20-ft (6-rn) Storage with Less than 5-ft (1.25-rn) Clearance. The protection strategies utiliz- ing ceiling sprinklers only as shown in Figure 8-2 Parts (c) and (cl) shall not be pentititted fhr multiple-row rack stor- age. Only the specified combitiatioiis of 'ceiling and in-rack sprinklers shall be used. 1995 Edition I 231C-12 - RACK sR\:I- ()I- NIAAl-.Rl.\I.S Table 6-12 Single- or Double-Row Racks. Storage Height up to and Including 25 It, Aisles Wider than 4 I t , w i t h o u t S o l i d S h e l v e s . I I I Aisles Ceiling Sprinkler Water Demand With In-Rack SprinklersWithout In-Rack Sprinklers (It) Sprinklers Apply Fig. Apply Fig. Commodity Encap- (4-4.1) Mandatory Height Class stilated (B-6. 11.2) In-Rack Fig. Curves 6-9.2 Fig. Curves 6-9.2 No -1 No (-(2(;1) (3-1 2(a) ( - ll Yes Yes -1 No (- V1(e) (.l) (5-12(t) (S.11 \'cs No 1 No (5-12(1)) (:l) 6-l2b) GS, ll Yes .-\S.R Ycs -1 No (5- 12e) (l) 6- 12c) (.1 I Yes IS .-\S.R l_il.. Yes -Nit -1 No (5-l2c) (XI) 6-12(e) (Sll Yes I Ill Yes -1 I level (i-12(1) 1k. - • S I —. No I (\J) UA No I;-10(d) 11j('Il Yes 4 I level I)- I (g( (:5:1) S No 4 No G_ 12(;1)(:5:1) 6-12(o) (;5:ll Yes • Yes 4 I level 6-12(c) (:5:1) S No 4 No 6-12(6) (:5:1) 6-12(6) (li Yes .A5:R 1:5:1: Yes 4 I l.evel i-I 2e) (5:I) S 1 N o .-\Sc1( No 4 No Ii - 12(c) C&l) 6-1 2(c) (&H Ye S A5:13 E&F Yes 4 1 Level (3-12(6 (:5:1) 8 No 4 No 6-12 ((1:) (5:1) 6-12(d) (;&H Yes S .-\5:1 E&F ______ Yes 4 I Level 6-12(g) C5:1) $ No 4 No 6-12(o) (&l) 6-1 2(a) (5:l-1 Yes 8 ,-\&I E5:F Yes 4 I Level (i- I 2(e) (&D $ A&B No 4 No 6-12(b) C&1) 6-12(6) G&- 1-1 Yes 8 • .-\&1) Yes 4 1 Levcl Ii- 12(c) (&F) No • No 4 Ni) (i 12(c) (&D 6-12(c) (&li Yes S .-\&R Ycs -1 I l.cvcl 6- 12(1) (&l) S .A&B No 4 (i-12(cl) (&l) - I \ - S I Lcvcl _____ ____ Yes 4 h - I 2(g) (&1) - In) SI turns: I It 0.11)-(8 111 U I 1995 Edition - .. ............ I I RACK STORAGE OF lAlERl.\l.S HMO do I.[1aI. : •• • - . - • •• UURluUMt!•lU.UI.U.tUUURLUUU.UU.••UUUUU_ - • • - I. UUllUIBU•II•Ut1U•k1i•••UUINU•••••u••u• No moms U 1— • - . •• •- . - uuiiui.uiuusuu••'u•u•uuuu•••i•.. NIMBI .uu • SUMMONS -. - - • • • -. •. . _______ SIMMONS •. M!011RX1x0 • - - Wall • i . • • - . • _______ SEE I'm N in MEMO ;• - • •• -, nommummma'som, 111110 IS 101,401111111001111111111011 wua'•.ioff Ira ILL —.. - - • _____ ..u.iu••.mumu..•u••uuuumu•umui _____________ : - - - - - • - • - Figure 6-12(c) Sprinkler system design curves - 20-ft (6.1-m) high rack storage - Class Ill nonencapsulated commodities - conventional pallets Ceiling sprinkler density (L/min)/m2 Curve .L]II. Curve Legend Single-or.Single-or ;i pci : with 6000- ]XI I IN III I ll I Al I I I 1XI i I 1 11 557 ceiling sprinklers and sprinklers. in-rack sprinklers. • B — Single-or double-row. and 1 65OF (740C) ceiling _____•U•.IUUI•IU•UI1•UUUUiIUlUuLU•lUuI 76 racks with 8-ft (2.44-m) sprinklers. ••UU•UiUU&'•MlUUV•ULUUI•ICL UIUIi'I•IU••I (1) aisles with 165*17 (74*C) G — Single-or double-row racks CL0 ceiling sprinklers with 4-ft (1.22-m) aisles sprinklers. double-row in-rack sprinklers. • _ - . - t, I \j • , 0 multiple-rovi racks with and 1651F (74*C) ceiling IN N I x I- I 1 -1 INNS 286'F • - - sprinklersca - in-racksprinklers' .1 ••auuiu•u ••iu••iu••iu•uuiu•uuuu - I ngl-or double-row racks _ m with 4-ft (1.22-m) aisles or ••ul•u.UuaU.u•.u•u.•u•.•u•.uuuuu..u.multiple-row Ceiling sprinkler density (gpm/ft sprinklers - in-racksprinklers. Figure 6-12(d) Sprinkler system design curves - 20-ft (6.1-rn) high rack storage - Class IV nonyncapsulated commodities - conventional pallets II I I 1995 Edition 1 175 150 125 > ci, C a, 0 100 0 C 60 0 50 25 231C- 10 R.\(:K s'I'OR.\(;I•: OF LvIt:RtAt.s (h) Iliglit sprinklers where univ owc level is installed ill Table 6-9.2 Adjustment to Ceiling Sprinkler Density for tacks with Class IV itiiiciiik•s; Storage Height and In-Rack Sprinklers Ten sprinklers (live oil each two 101) levels) where ititite tii:tii one level is installed ill tacks with (1:iss I. II. or Ill (.()III 1111 icli I it5 locirteeti sprinklers (seven on each two 101) levels) ilieie ititite tli:tii oiie level is installed ill racks with Class I \ &iiiitiiii itlit it.. 6-9.2 For storage height LII) to and ittcltidiiig 25 It (7.0 in) l)llttectecl with ceiling sprinklers tiiil, and liii storage heiglu Ill) to and iieltidttig 20 It (6.1 iii) protected with eellttig 51)tilklels and utininitunt required iii-rack spi:iui- kleis. densities oht:titied lri)ni design curves shall be idjiisted ill accordance with Figine 6-9.2. 6-9.3 For stntilge height over 20 Ii (6.1 ill) tip in and iieludiig 25 It (7.6) protected with ceiling 51)rinklersitnd titittinicini required in-rack sprnikleis, densities obtained Iruni design curves shall he used. Densities shall not be adjusted in accordance isitli Figiue 6-9.2. Height of storage (m) 3.66 ..u.•.•uu.•u.a.•.u.uuui.uu• ••a•al•a•RI•u•ua•••r11•I•uIuIa• mauu•muuiuuuu••uuu•uiui•u• ••UII•UIRI•U•IiRUNUUIIUI ••••uuu•u•uuu•u•u••u•••m• UU•IUU•••UUUU!IURUU•UU•I•UUU iu••uiiu•uiuiuu•uuu•u•iu•ua .uauauuuuuwa•a•.•u•uu••uiu• PIUIURI•RU•U•*R•UUU•U•UUUIU UUUUUUIIU•U•UUN•UUU•U••U uu•uu•ui•uuuuiu•iuuuiiuu .iuuum.uuuuuiu.iuuiu•i ..•......u..u..s.u.u...u. -- 10 12 15 20 25 30 35 Height of storage (It) Figure 6-9.2 Ceiling sprinkler density vs storage height Storage ,\p ,ty Permitted Height In-Rack Fig Ceiling Sprinklers (It) Sprinklers 6-9.2 Density Adjustments_ Ovcr 12 Ii 0.7 cit N,.nc \. 'Scull I itticcict tic N c. '. cccv tti1ccc iii Nhwc I Ic;crc Vv, tciIccii tIiicii S iset 12 hi t1.7 tit) litillillittill bill 1-t cci isics liii 211'; fimn ilim ,I' icucicitcititti itl-i;itl. Illn'tv.J1 20 Ili (ict tilt - .1cciickl&ci In scits liii \c, liuttltil (IL'tt,ui' liii tititcittititti ic-tack cccii tIers Millillillill 'Scuds iecjcic tic) clu its 111.111 'Sc tctIictc tleiisit Illillillillin ciii ci S 20'i ticicit that cit I lvii !li It (0.1 cii) ill (led) lwr tiitititittctii in-rack 1hrough 25 Ii )76tit) iiictkleiu Ill eveic liii N ts(Iccre cicttsiiv ct ticcicictitcict iii-rack iiiti tiers 6-9.4 For siiirage height Ill) to and ittchctding 20 11(6.1 iii) protected with ceiling sprinklers alid %611.1 inure than one level til in-tack sprinklers, hut nut in ever\ tier, detisiiies obtained hunt design curves ,intl tdjttsied in accordance with Figcitc 6-9.2 shall he permitted to he reduced an addi- tional 20 percent. 6-9.5 1:0 r st wage height over 2(111 (6. I in) ci p to and i nd n d - ilig 23 Il (7.6 ill) protected with ceiling- sprinklers, and 'vitli more than the minimum reqinrecl level td itt-tack sprinklers, but not in every net, deiistties obtained from design cetives shall he permitted to he reduced 20 percent. Densities shall not be adjusted in accordance with Figttte' 6-92. 6-9.6 For storage height tip to and iticictelnig 20 11(6.! iii) ptutectecl with ceiling sprinklers and iii-rack sprinkleis at each tiel, cletisities obtained Itutiti desigtt curves atiel adjusted in accordance with Figure 6-9.2 shall be pertitit- ted to be reduced an aclelitinntl 100 percent. 6-9.7 For storage height over 20 It (hI ni) tip to and iticlncl- ing 23 11(7.6 in) protected with ceiling s1ninklets and in-tack sprinklers at each tier, densities t>bt:ii i ted lroni design curves shall be permitted to he reduced 40 percent Densities shall nut he tdjustecl ill accorda nec wit Ii Figure 6-9.2 6-9.8t \'c'liere clearance ltttiii ceiling in top of storage is less than 4/a 11(1 .37 in) (set' Sedini, 4-5), the sprinkler oper- ating area indicated ill citives F, F, C, and 1-1 in Figures (1-1 2(a) thiongli (e) shall he pertitted to be reduced its indicated ill Figure 6-9:8 hut lit itoh less than 2000 11 18 5.8 111). (See 6-99) 6-9.9 \'Ileie clearance From ceiling iii till) of Class I or II encapsulated storage is I Ia It tu 3 Ii ((146 in to 0.91 iii), the sprinkler operating area indicated in cunve F only of Fig- cite 6-i 2(c) shall he permitted to he reduiceci by 50 percent hut to not less than 2000 sq ft (185.8 tit). 6-9.10 \\'hiete solid, Ilat-bottouit wl)t)d pallets are used, with storage height up to and including 25 11(7.6 tit), the I 6-9t Ceiling Sprinkler Water Dentancl. Ilie design chives ill Fignies (i I 2ia) titiotigit (gi shall apply to mliii- ii,tl 20-11 (6.1-m) height iii sioi;lge. I 6-9.1 The (lesigli (lOVeS ii(li(iie waler (leniail(ts or twit- iiiiI 16°l (7-1°(:) and iiiinuii;il 2.0;0l ( li j0() rated spnti- klers at the ceiling. I lie 165°F (74°(:) desigti curves shall he used 1.6r 51)rwklelS with urdwaiv and iiieriiiediaie tent- I petal lilt (Ia55ill(at liii 1)111 not less di;tti 160'l: (71T) rat - 11g. Flie S6°I (I-I V riling design curve shall he used Itir sprinklers otili hugh tetull)et:iliire (t:lsslli(atil)ii. 1995 Edition cI._ 4000 C. (72 6.1 4:1 14.3 12,2 16.3 Density, (Urrio).'rn2 6.1 10.2 2.0 503-) 2 2 230 150 0.05 0.10 0,15 0.20 0.25 030 0.35 Density. GOm!tt2 0 40 1 - 1\51 1UTI Cr5t\ LEST a 1o. 3: lVhere p wtJu ia!in,g suction front o sen':ce yE/nfl Sli75!) sprinklers only, (lie j)EE 01/) aued xo! be szed to i:uide cud ot.iLsidc hose. Such hose a!lo'once snll he In cncluatEllg the available tooter supplies. isibic 5.2.3 hose Srcam Demand nnd Water Supply Don't ion Requirem ents Tot-i1 Comb i nod Iuscic and 1azad I :iside hiose Oiiticie Dradon in (gpm) Hose (gpm) Mnotcs 0. 30, or 103 100 30 O:da:r 0, 50, or 100 250 60-00 E>:t::t 1! asad 0, 30, or 100 000 90- 120 3-2 f. 1.2 'HIC ieater sply for srinslers only salt he fro:ii (Ile n.'denSty Curves ol I'ie,urc 0-2.0 in neco:daiicc with the method of 5-2.3.2 or he nscd t: pOEt titO ruOtli tlesigii iritltocl ill accOrda nCC with 3-2.3.3, at Lite uiseretton of the dsni-ici' For special areas under con- sidetation, as described in 5-2.3.4, separate hydraulic eaten- shall be required in addition to those required by 5-9.0.2 or 5-2.3.1.3 1etrdless of which cf the t'o methods is used, th fcdio;sing i'eslr'ictiOns apply: (a) For areas of sp:inkle-i oteia'Jan less than 1300 sq ft (130 n'2) used for 1.igiit anti Ordinary 1-Iriaard Occupancies, the dens1.y fot: 1500 sq ft (109 nn) shall be used. For areas of spdm Ider ooration less than 2500 sq ft. (232 m'2) for Extra 1-lncard Oeciip:tncics. the deny fur 2505 sq ft (202 m'2 shrill be used. (b)* For b ii ir's having unspriittdercd combusti1e concealed spaces (as described in 4-13.1.1), the minimum area ofsprin:icr operation shall be 3000 sq ft (279 m'). Exce/)!iori No. 1. Coinbtcs!ib!e concceb-d s;;eie;filled c7l1irely yoncontbn.slib!e i,t.s do (ion, Excepdott. No. 2 : Lt'çltt or O;'duu y l/nz rd Occupancies wi:e5 ,tonro:nbn.itib!e CE' I:unit'd ior::t!il;h' ccii!:;,:' (Sic (!:rccl?y altar): l) 1/1c bode,:; cf oe!:. n-eric! jab0 so cs ID ctcec ri;cl.:sed joist 160 Cu ft ('La t:;') or less in E:ccplion No. 3 : c.ol;cceiSc! .ccces;:-.5:cr1' 1St cxoied snj.oeu lEO!?!' ciJ7oie' )/?r'(:.-' tc:linç &f25 oi (nEt! I' ,:;n3-no!s lEone ha:: der;Ol!st toted to u:.! JiroJ;agct!e fire in (Sc jots.! lEt tO/IIC/t !ney (m installed ii: (lie s,:ee. \\'atcr e:nuid oltspt sIde-rs i:lst;!licd in t;tc'ts or \i' an:; cu rtai is shall lee added to the ccHinc sprinl:lcr \ease: demand at the ;),);lit of connection. Demands shall be hat I') the liii:er plcssnre. (S- (1.a/-:cr 6.) \V;tter dennt::d of spriid:lcrs installed in concealed spares or tinder obsi'ncions such as ducts anti cilttin3 tables teed not be added to ceiling demand. Where inside hose stations arc planned or are re quired by other st;Etsdlnl'ds,li tots0 later allowance of 50 gn:n (ISO lJrnin) fo: a single hose station installation or 100 gom (37S lJiutin) for a multiple hose station installation shall lie tudcd to the spEin:icr requirements. The teater ailowar-:L' shall I:io ttddcci in SO.gpin (ISO.lJmin) incrcmentsbeginnin at tlis most remote hose station, with each increment adrte-:l ;:t the prcs c t'cc1ui reel by -the ;nindli.'r system design SEE that point. (c) \Vhen hose- valves for five department use arc attache-cl to :eL pipe sprin:ler System visOrS ill accoroanee t.ith 4-13.21, thu 'titcr supplr slitdl ni-it be required to 1;e Fig'uc 5-2,3 A -a'dcnsitv cr.cs. I -- Technical Reference #3 TABLE 81-A—GENERAL FIRE-PROTECTION AND LIFE-SAFETY REQUIREMENTS SOLID-PILED STORAGE, SHELF STORAGE AND PALLETIZED STORAGE ALL STORAGE AREAS (See Sections 8102, 8103 and 8104)2 (See Section 8103.3) Maximum SIZE OF HIGH-PILED STORAGE AREA' (sq. ft ) Automatic Fire- Fire-detection Building Smoke and Small Hose Maximum I Pile Dimes- I Permissible Storage Maximum Pile (See Section 8102.2) extinguishing System (See Access (See Heat Removal Curtain Boards Valves and Sta- 510n4 (It.) I HeIght5 (tt.) Volume (Cu. ft.) COMMODITY CLASS System (See Section 8102.3) Section 8102.4) Section 8102.5) (See Section 8102.6) (See Section 8102.7) tions (See Sec- lion 8102.8) u 0.0929 to, m2 u 3048 for mm x 0.0283 for M3 [-IV 0-500 MR MR NR6 MR MR3 MR MR MR MR 501-2.500 MR Yes MR6 NR MR3 MR 100 40 100.000 2.501-12.000 Yes MR MR6 MR MR3 MR 100 40 - 400.000 Public accessible 2.50(-(2.000 Yes MR . MR6 MR MR3 MR 100 40 400.000 Nonpublic accessible (Option I) 2.501-12.000 MR Yes Yes Yes Yes Yes 100 307 200.000 Nonpublic accessible (Option 2) 12.001-20,000 Yes MR Yes Yes Yes Yes 100 40 400,000 20.001-500,000 Yes MR Yes Yes Yes Yes 100 40 400.000 Greater than 500,000 Yes MR Yes Yes Yes Yes 100 40 400.000 High 0-500 MR MR MR6 MR MR3 NR 50 MR MR hazard 501-2.500 Yes MR MR6 MR MR3 MR 50 30 75,000 Public accessible 501-2.500 Yes MR MR6 MR MR3 MR 50 30 75,000 Nonpublic accessible (Option I) 501-2,500 MR Yes Yes Yes Yes Yes 50 20 50,000 Nonpublic accessible (Option 2) 2.501-300.000 Yes MR Yes Yes Yes Yes 50 30 75,000 300,001-500,000- Yes MR Yes Yes Yes Yes 50 30 75,000 MR = Not required. I The size of the high-piled storage area to be considered when using this table shall include the high-piled storage area and all portions of the building not separated from the high-piled storage area in accordance with Section 8102.2. 2For aisles, see Section 8102.9. 3Curtain boards shall be installed as required by the Building Code. See U.B.C. Section 906. 'I 4Piles shall be separated by aisles complying with Section 8102.9. 517orstorage in excessof the height indicated, special Ore protection shall be provided in accordance with Footnote when required by the chief. See also Articles 79 and 88 for special limitations for flammable and combustible liquids and aerosols. 6Section 902.2 shall apply for Ore apparatus access. 717or storage exceeding 30 feet (9(4 mm) in height, Option I shall be used. 85pecia1. Ore-protection provisions such as, but not limited to, Ore protection of exposed steel columns; increased sprinkler density; additional in-rack sprinklers, without associated reductions in ceiling sprinkler density: or additional Ore department hose connections shall be provided when required by the chief. 91-igh-piled storage areas shall not exceed 500,000 square feet (46451.5 n12). A two-hour area separation wall shall be used to divide high-piled storage exceeding 500,000 square feet (46 451.5 in) in area. TABLE 81-B—REQUIREMENTS FOR CURTAIN BOARDS AND SMOKE VENTING1 (See Sections 81 02.6.4 and 81 02.7.3) COMMODITY CLASSIFICATION DESIGNATED STORAGE HEIGHT (It.) CURTAIN BOARD DEPTH (ft.) MAXIMUM AREA FORMED BY CURTAIN BOARDS2 (sq. ft.) VENT AREA TO FLOOR AREA RATIO MAXIMUM SPACING I OF VENT CENTERS (It.) MAXIMUM DISTANCE TO VENTS FROM WALL OR CURTAIN BOARDS3 (It.) x 304810, mm xi 0.0929 for M2 03048 for mm (-IV 20orless 6 10,000 1:100 100 60 (Option I over 20-40 6 8,000 1:75 100 55 I-IV 20 or less 4 3,000 1:75 100 55 (Option 2) over 20-40 4 3,000 1:50 100 50 High hazard 20 or less 6 6,000 1:50 100 50 (Option over 2050 6 6,000 1:40 90 45 High hazard 20-or less 4 4,000 1:50 100 50 (Option 2) over 20-30 4 12,000 1:30 75 40 - For rack storage heights in excess of those indicated, see Section 8104.5. For solid-piled storage heights in excess of those indicated, an approved engineered design shall be l used. 2When curtain boards are provided in buildings equipped with early suppression-fast response sprinklers, the curtain boards shall be located only at the perimeters of sprinkler systems. 3The distance specified is the maximum distance from any vent in a particular curtained area to walls or curtain boards which f0m1 the perimeter of the curtained area. I I 'Ii I I CD CD C z 'Ti 0 -I, m C) 0 C m