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Home My WebLink About1890 RUTHERFORD RD; 100; CB012169; PermitCity of Carlsbad 08-02-2001 1635 Faraday Av Carlsbad, CA 92006 Commercial/industrial Permit Permit No: CB012169 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 08102/2001 Applicant: BOONE KIM 1890 RUTHERFORD RD CBAD St: 100 TI Sub Type: COMM 2121203500 Lot& 0 Status: APPROVED $621,721 .OO Construction Type: NEW Applied: 06/25/2001 Reference #: Entered By: JM BREEZECOM-SHELL TO OFFICE Plan Approved: TI 23,247 SF-SHELL TO OFFICE &14,134 SF WHSE Issued: Inspect Area: Owner: DIVERSIFIED CARLSBAD 478.48 L L C 30583 GREENWAY 4330 LA JOLLA VILLAGE DR #I 10 TEMECULA CA 92592 SAN DIEGO CA 92122 909-676-5101 Total Fees: $46,829.85 Total Payments To Date: $2,164.52 Add’1 Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add’1 Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add’1 Pot. Water Con. Fee Reel. Water Con. Fee Building Permit $2,096.98 Add’1 Building Permit Fee $0.00 Plan Check $1.36394 ii0.00 $0.00 $130.56 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Mater Size Add’1 Reel. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF PFF (CFD Fund) License Tax License Tax (CFD Fund) Traffic Impact Fee Traffic Impact (CFD Fund) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee: Sewer Fee: Redev Parking Fee: Additional Fees: TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $11.31532 $0.00 $0.00 $0.00 $8,784.00 $0.00 $188.00 $210.00 $165.50 $0.00 $22.576.45 $0.00 $0.00 $46,829.85 Inspector: Clearance: NOTICE: Please take NOTICE that approval of your project includes the ‘Impasiban” of fees, dedications, resewWms, or oiler exactions hereafter collectively referred to as ‘fwslexactans.” Yw have 90 days horn the date tMs permt was issued to protest imposition of these fees/exactions. If you protest Wm. you musl follow tba protest procedures set forth in Government Code S&on 66020(a), and file the protest and any other required information with the City Manager for processing in accordance wkh Cadsbad Municipal Code Saion 3.32.030. Failure to timely follow that procedure will bar any subsquent legal action to attack, review, set aside, void. or annul their imposition. You are hereby FURTHER NOTIFIED that your <nht to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy char@&% nor planning, zoning, grading or other similar application processing or servie? fees in connection with this project NOR DOES IT APPLY ta any feesiexadons of which You have prwioudy been qiven a NOTICE Similar to this, or as to which the statute of limitations has previously othenvise expired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92006 state license x Designer Name stare License w* m & &.p&&.Q+ zip , TelePhone :;B:,,i.w6R~WW?P~~~~~~~~~ ~ ::i_;:;,: ,: :i,; ;:::‘: ‘,‘i/,i !’ ,:‘;y i :i ii:;:: i:i i:;::::v :::_: :,: ;,.$,:,E ;, ;,,,j:, i_,;?,: : :,. ,;:,i,i :,::;; ;,:( ;:, ;, i ,,,: ; ; ;,,,; ,,. ,, : ‘,,,::;‘; :,i:i’;:; / Workers’ Cmlpen~ation Ded.rati.“: I hereby affirm under penalty Of pBli”r” one 0‘ the following deCIamtiO”S: Y I hwe and Will maintain a cermcats 0‘ Consent to self-insure ‘Or Worker.’ compenrsfio” as provided b” Section 37w Of the Labor cods, for the pelfoml.“Ce of the work for which this Kermit is issued. 0 I have and Will maintain Workers’ compensation. as required b” SeCtion 3700 Of the Labor Code, to, the performance 0‘ the work ‘0, which this pwmit i. issued. My Worker’s COnlpm*.fio” insum e carrier and policy number are: I”.WB”CB cmlpany A-ii!3 $b47 Policy NO. p4Gc 0% Expiration oats 2 . I ’ /z&z ,TH,S SECTlON NEED NOT SE COMPETED IF THE PERMlT IS FOR ONE HUNDREO DOLLARS ,*100, OR LESS, 0 CERTIFICATE OF EXEMPTION: I certity that in the performance Of the work for which this permit is iswed, I shall not employ any person in any manner so 85 tion covenge is ““lawful. and dm” *uLlject an *mployar to criminal penalties and CiYil fines up to one hundred t Of cmlpanration. damage* as plwided ‘or in section 3706 Of the LLlbW cods, interest an* attorney’s fee*. SlGNATURE DATE 7;:;y$:f ouuNn~~~~fR’bEctss~~o~,, ,::,,: ,.,, i::,::z:,,iy ;~,,:::_,:,,,:,::i_::i,ii::_i::,i:/’iii:l,::, ;;, “: ,;,, .,,; ,,‘,, i”‘,::,,‘:,:;:‘% ,,,. ‘,‘,ii, _,i ,,i ., :>,,, li_i ;.::;,s, I hereby affirm aat I am *Xempt from the Contractor’s License LBW for the following maso”: 0 1, LIB ow”er 0, the property or my employee. With wages as their ..1. COnlpe”SatiO”, Will do the work and the structure is not intended or offered to, S.18 sec. ,044. Businesr and PlOfeE*io”s Code: The Contractor’* License LBW does not apply to a” owner Of property who builds or impro”B. thereon, and Who doer SUCh work himself 0, through his own elnployees. provided that such improvementr are not infended or Offered for *alo. If. however. fh8 building 0, inlp,OYem”t is s&J within one year 0‘ completion, the owner-builder Will flaw the burden 0‘ proving that he did not build or improve for the p”rpO*e otsa1e,. fJ I, as owner Of the property. am exclusively Contlacfing With licensed CO”mCtol* to COnStrUCt tile project (Sec. 7044. hrinsss an.3 PrOteSIionS Cods: ms Contractor’* License Law doer not apply to an owner Of propert” who build. or improves thereon. and contracts ‘0, such projects with Cr,“tl.ctOl,.~ licensed p”rs”anf to the Co”t,aCt01’* ucsn*s Law). 0 I aIn emmpt under section B”si”ess and Proferrions code ‘01 tlli* reascm: 1. I pBl..mally Plan to provide the majw labor alv.3 mafariak ‘0, CO”Stl”Ctio” Of the propned $mpenY improvement. q YES ON0 2. I maYe / have “Ofl Bigned an aplllication for a building pewnit for tile prOpOSed WWL. 3. I have contracted with ttw following person Ifirm, to PrOYide the propOSed CO”*tr”Cfio” ,inc,ucie name i address, phone number, Co”t,aCtO,* ,iCB”SB number,: 4. I plan to provide portion* of the work. but I have hired the following person to coordinate. supervise and provide the major work (include name / addrms / phone number, C0”traCtc.m ,icen*e number,: 5. I Will provide SOnl8 Of the work. but I have contracted ,hirsd) the tollowing pe,sms to provide the work indicated ,inc,“de name, address, phone number, type Of work,: 15 the applicant or future building m~upant required to submit a buriness plan. acutely hazardous materiels registration form or risk management and prevention program ““de, sections 25505. 25533 or 26534 Of the Presley-Tanner Hazardous S”bSfanCe AcCO”“t Act7 0 YES 0 NO ,s the applicant or f”t”re building occupa”t required to obtain a permit from fhs ai, pO,,“tio” CO”m3l Gwrict 0, a;, qlla,ity managemant diSf,iCf? 0 YES fJ NO 15 the facility to be constr”cted within 1,000 feet Of the D”fW boundary 0‘ a *ChoOl *ita, 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES. A FINAL CERTIFICATE OF 0CC”PANCY MAY NOT BE lSS”E0 UNLESS THE APPLICANT HAS MET OR IS MEETlNG THE REOUIREMENTS OF THE OFFICE OF EMERGENCY SERYICES AND THE AIR POU”TlON CONTROL DISTRICT. ~,~~~::id~~~~umlDN’iouoso’Ao~NCV;,.: :,, i c ::: .: ,:;; ~ < : ; ,,:,,,ii i I;,?:< ;:;l,ij;,;,::, ;,:, :: : ” hereby atfirm that there is a Conrfruction lending 8QB”C” for the performance Of 678 work. to, which this permit is issued ,sec. 309711, civil Cods,. F LENDER’S NAME LENDEWS ADDRESS +~;in~:~~~~:U~~~~~~~~‘::;,i’ii::;:::::::i:;i’iii::i.~;,i’ii;,::i;~:i,:,i’::ii:,-::i;:-:_~,:-,;,;,;,,-:;,::’ ,:;.,‘:,i,:,,, ,:, ,: ~:,i:ii_;;:;~,,,‘:,,i,i,,,;i,~. ‘i,:i,:,,~;:~-,,:,,:,“;;;:;;‘:;-:::’,,,~,,;;:;::l:“i;c’~i’ I Certify that I hWB read the application B”d state that the above information is cwrect and that the infmnatio” 0” the plans is aCC”mte. I agee to cmlp,y Wifh a,, city OrdinanCeS an* state I.W. rsrating to building Con.tr”cfion. I hereby a”tholike repleSe”t.fiY8* Of the city Of Carlshad to enter upon the above msntio”ed Lmperw tar inSPeCtiD” p”rposes. I ALSO AGREE TO SAW. INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAO AGAlNST ALL UABILmES, JUDGMENTS. COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCR”E AGAINST SAID CrrY IN CONSEQ”ENCE OF THE GRANTlNG OF THlS PERMIT. OSHA: An OSHA permit is req”ired for q XCa”atio”S we, 53” deep and damolition or CO”Str”Ction Of Stl”Ct”m* DYB, 3 .mries in height. EXPIRATION: Every permit g OfCal under the visions of this Code shall expire by limitation and became null and void if fhe building or work autharized by such permit is building or Work aufhorized by SUCh permit is suspended or abandoned at any time after the work is APPLICANT’S SIGNATURE DATE EsGil Corporation ln Tarhwship witfi $zmnment for Buihfing Safety DATE: 7/31/01 JURISDICTION: Carlsbad PLAN CHECK NO.: 01-2169 SET: III PROJECT ADDRESS: 1890 Rutherford Place Suite 100 PROJECT NAME: Breezecom T.I. 0 FILE H The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. 0 The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. c] The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. 0 The applicants copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. 0 The applicant’s copy of the check list has been sent to: q Esgil Corporation staff did not advise the applicant that the plan check has been completed. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: 1 Fax #: Mail Telephone Fax In Person cl REMARKS: By: David Yao Esgil Corporation Enclosures: 0 GA 0 MB 0 EJ 0 PC log tmsmU.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 l (858) 560-1468 + Fax (858) 560.1576 EF Corporation In cPartnerstZp uritfi +mwtunt for 9uiLfinzSafe y DATE: 7/27/01 JURISDICTION: Carlsbad PLAN CHECK NO.: 01-2169 SET: II PROJECT ADDRESS: 1890 Rutherford Place Suite 100 0 AP LIC e NT JURIS. 0 LAN REVIEWER 0 FILE PROJECT NAME: Breezecom T.I. 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. 0 The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. q The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. q The applicants copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. 1 The applicants copy of the check list has been sent to: Kimberly Boone Associated 30583 Greenway Circle, Temecula, CA 92579 0 Esgil Corporation staff did not advise the applicant that the plan check has been completed. q Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Kimberly Boone Telephone #: (909)695-3420 Date contacted: 7- ~%o( (by: fav ) Fax #: (909)676-3160 Mail 4 Telephone Fax d In Person q REMARKS: By: David Yao Esgil Corporation Enclosures: q GA 0 MB 0 EJ 0 PC 7118 tmsmkdot 9320 Ches’apeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 l Fax (858) 560-1576 Carlsbad 01-2169 II ?/27/01 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 01-2169 PROJECT ADDRESS: 1890 Rutherford Place Suite 100 SET: II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 7/18 7127101 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, 1997 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, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Cadsbad 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 Cartsbad 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. A. 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. B. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of Carlsbad 01-2169 II 7/2?/01 the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. C. 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? OYes q No Carlsbad 01-2169 II 7/27/01 t PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + PLAN REVIEWER: Glen Adamek 1. 10. 14. 17. 19. 22. 23. 24. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. The sheets TI-3.2, TI-4.2, TI-5.1TI-5.2, TI-6.1, TI-6.2, & TI-11 and plumbing plans and mechanical plans are not signed. MECHANICAL (1997 UNIFORM MECHANICAL CODE) Clearly note on the plans as per the response provided: “No Class I, II, or III-A liquids are used in any amount within the building.” UBC, Section 1202.2.2. The Mechanical Plan Check Note # 9 on sheet M-l, now does not show the smoke detectors “detectors in the su ~olv air ducts for reauired shut-off for smoke control.” Provide smoke detection in supply air duct of ‘air-moving system’ for required shut-off for smoke control as per UMC, Section 608 and also see Section 203. ENERGY CONSERVATION The new energy design (EnergyPro 3.1) is incomplete and does not show energy compliance. See Page 4 of 23: Annual Source Energy Use Summary is blank and “Calculated Results are Not Current.” Provide a complete new corrected energy design. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. Complete energy plan check will be done when complete corrected energy designs are provided. The corrected completed and signed PERF-1, ENV-1, and MECH-1 forms (all parts of each form) must be imprinted on the plans. The Documentation Author, the Principal Envelope Designer and the Principal Mechanical Designer must sign the corrected PERF-1 forms on sheet M-l. Note: If you have any questions regarding this plumbing, mechanical and energy plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Em Corporation DATE: 71 IO/O1 ln %wtmrship with @m-rmmt for !%iLfing Safety JURISDICTION: Carlsbad PLAN CHECK NO.: 01-2169 SET: I PROJECT ADDRESS: 1890 Rhtherford Place Suite 100 PROJECT NAME: Breezecom T.I. CKJY 0 PLAN REVIEWER 0 FILE q The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. 0 The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. q The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. q The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. q The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. q The applicants copy of the check list has been sent to: Kimberly Boone Associates 30583 Greenway Circle, Temecula, CA 92579 0 Esgil Corporation staff did not advise the applicant that the plan check has been completed. [XI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Kimberly Boone Associates Telephone #: (909)695-3420 Date contacted: (by: 1 Fax #: (909)676-3160 Mail Telephone Fax In Person cl REMARKS: By: David Yao Esgil Corporation Enclosures: q GA q MB q EJ 0 PC 6126 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 l San Diego, California 92123 l (858) 560-1468 l Fax (858) 560-1576 Carlsbad 01-2169 7r ioroi PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 01-2169 OCCUPANCY: B TYPE OF CONSTRUCTION: III-N ALLOWABLE FLOOR AREA: ? SPRINKLERS?: Y REMARKS: JURISDICTION: Carlsbad USE: office ACTUAL AREA: 37381 sf T.I. STORIES: 2 HEIGHT: OCCUPANT LOAD: -373 DATE PLANS RECEIVED BY JURISDICTION: DATE PLANS RECEIVED BY ESGIL CORPORATION: 6/26 DATE INITIAL PLAN REVIEW COMPLETED: 7/10/01 PLAN REVIEWER: 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 access for the disabled. 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, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1997 UBC. 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 s ed u the recheck recess c correction item has been addressed. i.e., Dlan sheet number. SDecification section. etc. Be sure to enclose the marked UD list when vou submit the revised plans. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UEIC) tiforwdot Carlsbad 01-2169 71 lOlO1 1. 2. 3. 4. 5. 6. 7. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 1998 edition of the California Building Code (Title 24) which adopts the 1997 UBC, UMC and UPC and the 1996 NEC. When the character of the occupancy or use changes within a building, the building must be made to comply with current Building Code requirements for the new occupancy. Please provide complete details to show the building will comply. Section 3405. On the first sheet of the plans indicate: . Present occupancy classifications of the remodel area, Identify existing walls to be removed, existing walls to remain and proposed new walls, Identify bearing walls, non-bearing walls, and shear walls. 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. Note on plan that suspended ceilings shall comply with UBC Tables 25-A, 16-O and 16-B. Provide an exit analysis plan (may be 8 l/2” x 11” or any convenient size). Show in this analysis the occupant load of each area, the general exit flow patterns (by using arrows), accumulated occupant loads and required exit widths.(especially room 115. It appears to the occupant in 115 through too many rooms. Exits shall not pass through warehouse. Section 1004.2.2. Rooms with more than 10 , occupants may have one exit through one adjoining room. Section 1004.2.2) Carlsbad 01-2169 71 lO/Ol 8. 9. 10. 11. 12. 13. 14. Note on the plans: “All exits are to be openable from inside without the use of a key or special knowledge.” In lieu of the above, in a Group B, F, M or S occupancies, you may note “Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS.” This signage is only allowed at the main exit. Section 1003.3.1.8. Corridors shall have interior door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes. Doors shall be maintained self-closing or be automatic closing by action of a smoke detector per Section 713.2. Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 1004.3.4.3.2.1.(Note 12 on sheet Tl- 3.1 shows firelight vision in the 20 minutes door. Does the 20 minutes door tested with the firelight vision? Please clarify.) Duct penetrations of fire-rated corridor construction shall have smoke and fire dampers per Sections 713.10 and 713.11. If a room with an exhaust fan has a door opening into a rated corridor, show how makeup air will be provided to the room. The door cannot be undercut, nor can a louver in the door be provided. Section 1004.3.4.3.2.1. . MISCELLANEOUS Please refer to the following corrections for mechanical, plumbing, energy and electrical items. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 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 in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes 0 No 0 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. Carlsbad 01-2169 ?I lO/Ol + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + PLAN REVIEWER: Glen Adamek 1. 2. 3. 4. 5. 6. 7. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. The licensed designer must sign each sheet of the plans. Provide data on proposed hazardous material to be stored and used. UBC, Section 307 and UFC. 4 Clearly show types of hazardous material is being stored or used. Provide a list of the proposed hazardous materials as per the types in UBC, Tables 3-D, and 3-E. Provide the material safety data sheets (MSDS). b) Clearly show the amounts of each type of hazardous material to be stored and in use. c) Clearly show where in the buildings each type of hazardous material is being stored or used. PLUMBING (1997 UNIFORM PLUMBING CODE) Provide the plumbing floor plans to the routes of the piping systems. Provide the site plumbing plans showing the sizes and locations of the gas meters and water meter; and the sizes, routes, and slopes of the building sewer, storm drainage system, site gas lines, and site water lines. Please show the upstream sewer manhole rim elevation. As per UPC, Section 710.0, provide backwater valves on all building drains which serve plumbing fixtures with flood rim elevations below the public or private upstream manhole rim elevations. Only fixtures with flood rim levels below the upstream manhole rim elevation may flow through a backwater valve. Provide complete water line sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe lengths. UPC Section 610.0 and Appendix ‘A’. Provide corrected gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1217.0. SDG&E gas is not rated at 1,100 btu’s per cubic foot as used in the gas line sizing calculations. SDG&E gas is rated at maximum 1,040 btu’s per cubic foot, or provide a letter from SDG&E showing they will provide the value used in the gas line calculation. (Gas lines are undersized for the larger demands.) MECHANICAL (1997 UNIFORM MECHANICAL CODE) Carlsbad 01-2169 7/10/01 8. Sheet M-2 shows the supply and return are ducting and grills at the level of the second floor level in an area over the Reception #IO0 that is open to the ceiling level of the second floor level. Ducts run exposed through the open area? 9. IO. 11. 12. 13. 14. 15. 16. 17. Show the location of required roof access ladder to roof mounted HVAC equipment. UMC, Section 307.5. In Groups B, F, M, and S Occupancies, or portions thereof, where Class I, II, or III-A liquids are used (in any amount), mechanical exhaust shall be provided sufficient to produce six air changes per hour. Such mechanical exhaust shall be taken from a point at or near the floor. UBC, Section 1202.2.2. Provide mechanical ventilation in all rooms capable of supplying outside air at a minimum rate of 15 cubic feet per minute per occupant. UBC, Section 1202.2.1. No ventilation shown for the Warehouse Break Room #I 17? Detail disposal sites of main condensate drainage from air conditioning units. UMC Section 309. The fire rated corridors are not to be used to convey air to or from rooms. UMC Section 601 .I .I. The plans show no make-up air for restrooms opening into the fire rated corridors, so the exhaust fans must be pulling the make-up air under the doors from the fire rated corridors. Please correct. “Air-moving system is a system designed to provide heating, cooling, or ventilation in which one or more air-handling units are used to supply air to a common space or to draw air from a common plenum or space.” Provide smoke detection in supply air duct of ‘air-moving system’ for required shut-off for smoke control as per UMC, Section 608 and also see Section 203. The note # 9 is not clear as to which HVAC units have smoke detectors in the supply air ducts. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. ENERGY CONSERVATION The LTG-1 and LTG-2 forms show the conditioned floor area to be 22,775 square feet. The MECH-1 form shows the conditioned floor area to be only 20,710 square feet. Why the difference? Please correct. Provide copies of the City approved shell building envelope energy design matching the proposed envelope design in this tenant improvement design. Or provide new envelope energy design using the new energy standards. Please include the following for new envelope energy designs: 4 Documentation of the method in determining the U-factor and SHGC for each fenestration product type (windows and skylights) must be provided for plan check. Carlsbad 01-2169 71 lOI01 .b) Include, on the plans, for all window and skylight types, a complete fenestration description detailing compliance with the required AB 970 modifications to the 1998 Title 24 requirements. The description shall include the following applicable information: 18. 19. 20. 21. 22. 23. 24. 25. 26. l Type of product: Manufactured or site assembled. . The U-factor and the SHGC ratings. l The method of certification: NFRC label, NFRC certification available at site, or a CEC Default label. l For site-assembled or non-certified fenestration also include a description of the assembly (frame type and glazing type) used for each type. Exterior light fixtures exceeding 100 watts with mercury vapor, incandescent, or halogen lamp types are specified on the fixture schedule. Provide manufacturers specifications demonstrating a source efficiency of at least 60 lumens per watt , revise fixture type, or provide localized control (motion sensor). On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. The “Monorail Lighting System” is a track lighting system, not a cable lighting system. Correct the installed wattage for the Low Voltage Track Lighting Systems on the LTG-2 as per the CEC. The transformer wattage must be used as the installed wattage. Please show the transformers, transformer wattages and correct installed wattage on the LTG-2 form. Correct the installed wattage for the Low Voltage Cable Lighting Systems on the LTG-2 as per the CEC. The transformer wattage must be used as the installed wattage. Please show the transformers, transformer wattages and correct installed wattage on the LTG-2 form. Complete energy plan check will be done when complete corrected energy designs are provided. The corrected completed and signed ENV-1, LTG-1 , and MECH-1 forms must be imprinted on the plans. The Documentation Author and the Principal Envelope Designer must sign the ENV-1 form. The Documentation Author and the Principal Lighting Designer must sign the LTG-1 form. The Documentation Author and the Principal Mechanical Designer must sign the MECH-1 form. Carlsbad 01-2169 71 lO/Ol Note: If you have any questions regarding this plumbing, mechanical and energy plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. + ELECTRICAL PLAN REVIEW + 1996 NEC + PLAN REVIEWER: MORTEZA BEHESHTI 1. Show the ampere interrupting capacity (AIC) ratings of the service and subservice equipment. NEC 110-9, 230-65. 2. Show or note on the plans the method used to limit fault currents to 10,000 amps on branch circuits. Show the fuse letters if used to limit fault current (i.e. , JJN, A3T, LPN). Also note on the plans that circuit breakers used in the subpanels will be listed for series combination with the current limiting main fuses or circuit breakers. 3. Show the “nearest electrode” used for each transformer secondary ground system (i.e., building steel, cold water pipe). NEC 250-26(c). 4. Submit load calculations. Include long continuous loads (LCL) and the largest motor loads. NEC 220. 5. Show or identify new loads proposed for the existing equipment. 6. Show on the plan the location of the service(s) NEC I lO-16,230-2. 7. Specify the dimensions of equipment rated 1200 amps or more. NEC 110-16(c). 8. Provide the required access and entrance to working space for equipment rated 1200 amps or more and over 6 feet wide. NEC 11 O-1 6(c). 9. Show the location of all panels, load centers, switchboards, and transformers. NEC 1 IO-16,240-24,300-21. 10. Note the following requirements on the prints for panelboards supplying fire alarm equipment: Lockable cover, identified circuit breaker (red), and a breaker “lock-on” device to be installed. 11. If utilizing a series-rated system, note on plans: “Overcurrent device enclosures will be identified as series-rated and labeled in accordance with NEC 110-22” and ” The overcurrent devices shall be AIC rated per manufacturers. labeling of the electrical equipment”. Carlsbad 01-2169 71 lo/o1 12. Note that pull-section taps are factory installed, field installed per factory specifications (available at the site), or to be certified by a third party (NRTL certified) testing laboratory. Note: If you have any questions regarding this electrical plan review list please contact Morteza Beheshti at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Carlsbad 01-2169 7/10/01 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: David Yao PLAN CHECK NO.: 01-2169 DATE: 71 lo/O1 BUILDING ADDRESS: 1890 Rhtherford Place Suite 100 BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: III-N Plan Check Fee by Ordinance I I $2,164.52) Type of Review: I3 wew 0 Structural Only 0 Repetitive Fee II3 Repeats 0 Other q Hourly m Hour* Esgil Plan Review Fee $1,864.821 Comments: Sheet 1 of I macvalue.doc r City of Carlsbad BUILDING PLANCHECK CHECKLIST P AN HE ;t:lN# /-,@ & : J-J%: &B$6$M2/b9 PROJECT DESCRIPTION: IL- ASSESSOR’S PARCEL NUMBER: d/7,- /7d>.,3-9 EST. VALUE: ENGINEERING DEPARTMENT APPROVAL 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. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. @, Right-of-Way permit is required prior to construction of the following improvements: DENIAL report of deficiencies ary corrections to plans iance with applicable codes and standards. Submit corrected plans and/or specifications to this oJfJe+x review. Data&j&& By: Date: By: Date: ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: KATHLEEN M. FARMER City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad. CA 92008 Phone: (760) 602-2741 CFD INFORMATION Parcel Map No: Lots: Record&ion: Carlsbad Tract: Sewer Fee Information Sheet A-4 ww~~~~@a,rlsbad, CA 9200$7314 l (760) 602-2720 - ‘FAX (760) 602pSJ%Q BUILDING PLANCHECK CHECKLIST SITE PLAN 1. A. B. C. D. E. 2. A. B. C. D. 3. Provide a fully dimensioned site plan drawn to scale. Show: North Arrow F. Right-of-Way Width & Adjacent Streets Existing & Proposed Structures G. Driveway widths Existing Street Improvements H. Existing or proposed sewer lateral Property Lines I. Existing or proposed water service Easements J. Existing or proposed irrigation service Show on site plan: Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: “Finish grade will provide a minimum positive drainage of 2% to swale 5’ away from building.” Existing & Proposed Slopes and Topography Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: k-Site address B-Assessor’s Parcel Number fY Legal Description For commerciallindustrtal buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION lST 2N0 Cl q q q P q I@ q 3d 0 q q BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No. 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $15.ooo, pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 %” x 11” plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $75.ooo, pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the H:IwoRDIDoc-w PIalme.2. as, Fmn lacuE FARE” I.mca,.do. 3 BUILDING PLANCHECK CHECKLIST checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. improvement Plans signed by: Date: 0 0 0 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of so we may $310 prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: 0 0 0 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: q q q 6d. No Public Improvements required. SPECIAL NOTE: Damaaed or defective improvements found adiacent to buildinq site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Gradina Permit must be issued and rouoh oradinq approval obtained prior to issuance of a Buildina Permit. Grading Inspector sign off by: Date: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) H:lWORDYIOCS\CHI(LsT”~u~ m- UM Fc.7” GENERK: 74+mmc . . I= Cl 0 q Cl 0 Cl Cl 2ND Cl 0 q Cl q El 0 3RD 0 0 0 0 0 0 0 BUILDING PLANCHECK CHECKLIST 7d .No Grading Permit required. 7e. If grading is not required, write “No Grading” on plot plan. MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: 10. NPDES PERMIT Complies with the City’s requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. II. Cl Required fees are attached P No fees required WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. l All single family dwelling units received “standard” 1” service with 5/6” service. BUILDING PLANCHECK CHECKLIST . If owner/developer proposes a size other than the “standard”. then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the “meter sizing schedule” to verify the anticipated meter size for the unit. . Maximum service and meter size is a 2” service with a 2” meter. . If a developer is proposing a meter greater than 2”, suggest the installation of multiple 2” services as needed to provide the anticipated demand. (manifolds are considered on case by case basis to limit multiple trenching into the street). 0 0 0 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled “I”, and potable water is typically a circled “W”. The irrigation service should look like: / - q ‘0 STAl+OOlnstall2”serviceand 1.5: meter (estimated 100 gpm) 2. If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (wl a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: l Hydraulic grade line l Elevation at point of connection (POC) . Pressure at POC in pounds per square inch (PSI) l Worse case zone (largest, farthest away from valve l Total Sprinkler heads listed (with gpm use per head) l Include a 10% residual pressure at point of connection 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water “IPPWFmlO- 6 bv. mum . lST 2ND 3RD BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. 0 0 0 12~. Irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. q 00 13. Additional Comments: ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET 0 Estimate based on unconfirmed information from applicant. 0 Calculation based o Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft./Units: 2 3, > r17 EDU’s: 7~ 37 Types of Use: Sq. Ft./Units: EDU’s: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: (#J Sq. F&/Units: 23: t@-) ADT’S: 36 6 Types of Use: Sq. Ft./Units: ADT’s: FEES REQUIRED: WITHIN CFD: 0 YES lno bridge & thoroughfare fee in District #l, reduced Traffic Impact Feel Cl NO 0 1. PARK-IN-LIEU FEE PARK AREA & #: FEE/UNIT: ,< X NO. UNITS: 0 2. TRAFFIC IMPACT FEE ADT’slUNITS: ,3 ” X FEEIADT: 2q = S s -? ’ ‘/- c 0 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 - DIST. W2 __ ADT’s/UNITS: X FEEIADT: “‘2 #3 -+-- 0 4. FACILITIES MANAGEMENT FEE ZONE: UNITISCLFT.: X FEE/SQ.FT./UNIT: &A cl Cl 5. SEWER FEE EDU’s: 7; 32 X FEEIEDU: ,‘s-’ ES !$?$ (/?7.0/ BENEFIT AREA: ED&: X FEE,EDU:/b% =$ So% JY d 0 6. SEWER LATERAL (82,500) =a ,/---- 0 7. DRAINAGE FEES PLDA HIGH /LOW ACRES: X FEE/AC: =S 0 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION -- -- -7 II - /4 c ’ <p cho”L3 4 23. 3r L.J~-d-k--.c, &.d 326.~8 City of Carlsbad _.__,- -- BUILDING PLANCHECK CHECKLIST ~;~~&--&g~ n 2 J&AyHE$jY I$.: PROJECT DESCRIPTION 4 3,. -- b ASSESSOR’S PARCEL NUMBER: d/l,- /7,)/ 29 EST. VALUE: ++ /s/: 4/& ENGINEERING DEPARTMENT APPROVAL DENIAL Tho itom you have submitted for review has been Please s e tlached report of deficlencles appr0N%l. The approval is based on plans, marked ’ 0. M B nec8sary corrections IO plans inlormation and/or sp@ciRcations provided In your submittal: thornfore any changes to these items after or sp 0 fica. for cwnpliance with applicable this date. including field modifications. must be codes and standards. Submit COmcted plans and/or reviewed by this ofice to insure continued conformance wilh applicable codes. Please review carefully all comments attached. as failure to comply with instructIons in thls report can result in suspension of pcrmil to build. id Right-of-Way permit is requlrod prior to construction of lhe lollowing improvements: ..,v...----- __- _.._ -- -_--- - .-__ -___-_--_.- ;‘fi~~d~~&~/ By: Date: By: Dale.? ENGINEERING AUTHORI --_- ,‘Jiei- &?TAC~L~~T~ I, J Dedication Application l.1 Uedication Chscklisr I.71 Improvement Application I. 1 tmprovomant Checklist c.! Fulwo Lmprovemem Agreement [:I Grading Pcrmit ADplicatiin i ,I Grading Submittal Checklist EBJEPT.RPERS_ON Name: KATHLEEN M. FARMER City of Cartsbad Address: m Phone: (760) 602-2741 Cm Parcel Map No: Lola: [:.I Hlghl-Of-Way Permit Application Recordation: I’( Right-of-Way Pemif Submittal Checklist and Information Shaet Cadsbad Tract: ~ ! Sewer Fee Information Sheet .- --.. .., -.., .__- ,_ ‘--Q”PeFF$!3wwn?~ -----.--- - -_,__ A-s_ __.. “-N@a+-=dv CA X200$7314 - (760) 602-2720. FAX (760) 6D2@5~ ,:,.G; ,., ‘L .e . KIFlBERLY BOONE ASSOC. 6197417678 P.82 / d I El /‘- ,/CJ ,/-3 ..*A 0 cl BUILDING PLANCHECK CHECKLIST PLAN SITE 1. Provide a fully dimensioned site plan drawn lo scale. Show: A. 8. C. D. E. 2. A. 0. C. D. 3. Include on title sheet: North Arrow Existing & Proposed Struclures Existing Street Improvements Property Lines Easements F. Right-of-Way Width &Adjacent Streets 0. Driveway widths H. Existing or proposed sewer lateral I. Existing or proposed water service J. Existing or proposed irrigation service Show on site plan: Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: “Finish grade will provide a minimum positivcl drainage of 2% to swale 5’ away from building.” Existing 8 Proposed Slopes and Topography Size, type, locatlon, alignment of existing or proposed sewer and water service (5) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. A-3ite address KkAssessor’s Parcel Number C Legal Description For commercial/industrial buildings and tenant improvement projects, inclutic total building square footage with the square footage for each different use existing sewer permits showing s warehouse, office, etc.) previously approved. PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 0 \ a \ 6 ?I Address 18% A,&,&& PI. Sk. 106 Planner Paul Godwin Phone 760-602-4625 APN: a.la- \ao- 3Ii Type of Project & Use: ‘-TX OcCl’cc Net Project Density: W/AC Zoning: C--WI General Plan: P x Facilities Management Zone: 5 CFD (in/out) #- Date of participation: Remaining net dev acres: Circle One (For non-residential development: Type of land used created by,this permit : 1 Leqend: q Item Complete q Item Incomplete - Needs your action Environmental Review Required: YES __ NO -&TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES - NO -2 TYPE APPROVAURESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Coastal Zone AssessmentiCompliance Project site located in Coastal Zone? x YES- NO- CA Coastal Commission Authority? YES- NO- If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Dr, Suite 103, San Diego CA 921084402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES- NO- If NO, complete Coastal Permit Determination Form now. Coastal ,Permit Determination Log #: Follow-Up Actions:’ 1) Stamp Building Plans as “Exempt” or “Coastal Permit Required” (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. H:\AOMIMCOUNTER\BldgPlnchkRevChklst 0 0 lnclusionary Housing Fee required: YES __ NO (Effective date of Inclusionmy Housing Ordinances May 21, 1993.) Data Entry Completed? YES - NO- (A/P/D% Activity Maintenance. enter CS#, toolbar. Screens. Housing Fees. Construct Housing Y/N, Enter Fee, UPDATE!) v Site Plan: q o 1. Provide a fully dimensional site plan drawn to scale.’ Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. Provide legal description of property and assessor’s parcel number. Zoning: q uo 1. Setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown n n n 2. Accessory structure setbacks: Front: Required Interior Side: Required Street Side: Required Rear: Required Structure separation: Required Shown Shown Shown Shown Shown q 0 q 3. Lot Coverage: Required Shown q 0 0 4. Height: Required Shown 54 n ri 5. Parking: Spaces Required jog Shown II I Guest Spaces Required Shown VP q Additional Comments C C cx y& It-t ,,“y !Jr* !y” d roof wwun 4 ed V CALi. f LJ;I hc s cfctncd. ,? X(iM n/c &+ar Led. I P\eosc CO//CL+ ~ofcc # on cro~l;ra+h-~~~ One! tht 00 f31cin5 _ LUWCG+ Rarfcl U ii au-m- 35-00 , OK TO ISSUE AND APPROVAL ENTERED INTO COMPUTER / HWDMIMCOUNTER\BldQPlnchkFwChklst Carlsbad Fire Department 1635 Faraday Ave. Carlsbad. CA 92008 Plan Review Requirements Category: Building Plan 012166 Fire Prevention (760) 602-4660 Date of Report: 07’23’2001 Reviewed by: Name: Kimberly Boone Assoc Address: 30583 Greenway Circle City, State: Temecula CA 92592 Plan Checker: Job #:flo/&6 7 Job Name: Breezecom Bldg #: CBO12166 &$.x/d c~b//d67 Job Address: 1890 Rutherford Rd Ste. or Bldg. No. H 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. 0 Approved Subject to Cl Incomplete The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and I or specifications required to indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and I or specifications to this office for review and approval. Review 1st FD Job # 012168 2nd 3rd Other Agency ID FD File # NOWAR-MRUL.MRSTER % ASSOCIATES STRUCTURAL AND mm. ENGlNEERs BY m DATE T/O! PROJECT SHEET NO. - OF- cgc l-07 4’7 - Edll LDItJG I3 JOBNO. %-O!~*Dz i pIEaAN!zAL w l?coF 163 Hvw: Wlrs I-J oRSt WE.‘. OL’E UhllT bEWEEd T&Y JOISTS ~T.lEY = q65 lb- (4 ‘K y ‘)( bFsF C‘) = 197 lb /2 )oGra= 75jb C.hPpuTY IL%? -rL /LL f-7 &-s = I) 56’~0” Shti 32LMo6 9 yo’-0 ” cg-w 2Y K7 t3 Jot&h 8’ 0 IY PsFDL -I- lbPSFLL 1 = zy(-yLf l-L /kDn’L M bti.E -Iv ~JI.JIT- @ C@virF_E; J o\s-r : I) M* /,05’L’h 4 p) = 6.75 vz,fT ,&zwA~ M ‘hE D DL,k LL: JDLLT 1) w- q4.1’,F7 q vr\= Y8,0paFT ‘1 r?wM DLJE l-0 ALL W-5’ ~~~~ I) fin’ 45,2 Ir’r’- ( ID‘).8’- -K I NOWAK-MEUL.MESTER & AS!SOCIATES STR”crl.JRALAND Cr”lL ENGINEERS BYa DATE 7/Oo1 PROJECT SHEET NO. -OF- &.c LOT YV - I35111 LDItJG 6 JOBNO. %-c?+eDt plmmmL or-1 Kc4 16 Hvw LNls ’ W% pP+LL: zB5rb I-A b5 lb L-J oRSt cp6E: OtJE UhllT bEWEEd TA7 JOIST5 ~TJE, = $35 lb- (q ‘x q’)( b’= CL) = 199 lb /z JOISTS= 75’b 7 c-s5 = I) 56’-0” Sbti 3ZLMo6 9 yo’-0” &al -24 K7 tz, Ja,yr= 14 ‘IFD~ -I- i&-L,) r 240 pLf TL ,kDn’~ M i&r. -to (J~JIT- @ C@q-K1s~ Jcu-r: \) MI 1,~s”‘~ 2) fY) i 0.75 Y,fT ,kmAc r; bE D lx; LL! JO&T I) W- TU,I”” t) m* Y8,0~~cT f&a M DUE 79~ Au- LoQ5.. joI& I) fir’ 45.2 K’r’ ( ID-l8”+- _ aI< 2-l f!&= Li0.8 lL.Fr < 50.GY.- 3(L_ SENT BY: ALLENSON GENERAL CONTRACTING, I; 619 593 1311; AUG-l-01 11 :44AM; PAGE 1 allenson general contracting, inc. EaxlT- date: 08/01/2001 flWtl: mick allenson to: Ctly of C&bad number of pages Including this cover: 13 attention: Mike Petersen project name: 1890 Rutherford Rd. (Breezecorn) desalptlon: Construction Breakdow ~___,. .- -,, comments: Mike, please review the endosed Info&nation and call me with questions.~ Ah could you fax me permt fee’s to me to process. a ,$eck. -~ .-. -..,, ~~~ .,,- -... _~ Thanks Mlck -.~~ I ” for your approvat. for your signature: for your review/comment Xx for your records: Xx fcr your use: XX per your request c: note U’e lnfammatlcm contdned In tt% facsdcsMle document 15 mnlidentld and IS Intended cniy for the use of the indbdual m-red above. If me reader of tiir message is not the intended tiplent you are hereby nOtHled t+?& any dbsemlnatlon. dlrmbullon OT cmng of thb CDmmunicatlon k SblCtv proWted. # j0” hwe recetzed vlk ~~mmu”lcaU~” n error, please no!~ us by phone Immedhteiy. 2684 sawgrass street tar&c sm dIego chylomia 92019 td (619) 593-1717 fax (619) 5931311 cdifomia date llceme 738708 August 27, :!UOl Kimberly Boone Kimberly Bwne & Assoctotes 30583 Greenway Circle Temecula, C:A 92592 RE: Brwxecom Tenant improvement CRC Lot 4 - Bui,lding B Ceihg Loods Dear Kimbwty: We understcnd that a ceiling is being installed for the Breezecorn Tenant Improvement in Building B of the Corlsbad Research Center Lot 4. This ceiling is mostly acoustical ceiling with areos of hard-lid - both containing suspended lighting fkturas. We ore the original structural engineers for this project and hove reviewed the calculations and druwinqs. This building was designed with 2x6 sub-pur’ins throughout the entire structure. The office areos shown on the tenant improvement plans are ropable of resisting both the loterni and vertical loads from these ceilings. Please feel free to contact us if you /have ony further questions. Sincerely, NOWAK-ME’ULMESTER & ASSOCIATES Rob&t L Nowa SE., Principal Jams Iv,. wirrnan, $.!I., Sr,,im AwJCiPfC .%ven D. Rohy. SE., associate Marianne I’. Mps: Business Manager SHBR Cnrroll Centre Road.. suite 228 San Diego, Celifnrnia 92126 Phone: (SSX! 536-5 166 Fzw: @x3! f3E4-5163 DARYL K. JAMES & ASBOCIAlEB, INC. & A Firs Code Kesource FIRE PROTECTION TECHNICAL OPINION & REPORT BREEZECOM 1900 Rutherford Road 5uite 100 Carlebad, CA 92000 205 Col/na Tarraca V&a, CA 92064 T (760) 724-7001 F (760) 724-7047 - - - - - - _~ . - - - - - - - - - DARYL K. JAMES Br ABBOCIATES. INC. -A FIRE CODE RESOURCE June 20.2001 Carlsbad Fire Department Fire Prevention Bureau 193 5 Faraday Avenue Carlsbad, CA 92008 RE: High-Piled Storage Fire Protection Opinion & Report Project: BREEZECOM Wireless Access Solutions Tenant Improvement 1980 Rutherford Road Suite 100 Carlsbad. CA 92008 I OVERVIEW The information presented herein has been prepared by Daryl K. James & Associates, Inc., at the request of Kimberly Boone Associates, on behalf of BREEZECOM. This Fire Protection Opinion & Report addresses fire and life safety code requirements applicable to high piled storage conditions specific to combustible materials on pallets and in single and double row racks in a warehouse, for compliance with the 1998 Editions of the California Fire Code, California Building Code, National Fire Protection Standards and Carlsbad Fire Department requirements. The report will be prepared as a supplement to the plan submittal package for review and approval. II DESIGN TEAM Nancy Paul Thomas, Chief Financial Officer Vice President Operations BreezeCorn Wireless Access Solutions (760) 517-3180 Kimberly Boone, Principal Kimberly Boone Associates 30583 Greenway Circle Temecula, CA 92592 (909) 695-3420 Mick Allenson Allenson General Contracting 2684 Sawgrass Street Ranch0 San Diego, CA 92019 (619) 593-1717 - - - - -- - - - - _.. - - - - - - - - DARYL K. JAMES & ASOCIATEB, INC. -A Fire & Bullding Code Resource BRBEZECOM Page 2 of 8 III SCOPE/PROJECT DESCRIPTION This report is primarily intended to address the minimum requirements specific to installation of a high-piled storage rack system for the warehouse storage of combustible materials within a building suite undergoing a tenant improvement, BRBEZECOM receives, stores, tests and ships software for quality assurance prior to shipping and does not manufacture or assemble product. Therefore, the storage, use or dispensing of flammable or combustible liquids will not occur in this building. Discrepancies between the information presented herein and actual conditions discovered during the inspection process are the sole responsibility of BREEZECOM and verification of compliance with requirements and provisions addressed herein rests with the authority having jurisdiction and is outside the scope of this report. IV PURPOSE OF REPORT k Identify and develop methods of protection from hazards presented by high-piled combustible materials. k Present a design analysis relative to the acceptance of technologies, processes, products, facilities, materials and uses attending the design, operation or use of the building. V REPORT ELEMENTS > Provide a commodity analysis, detail methods of storage and recommend maintenance guidelines in accordance with recognized standards. > Determine fire protection requirements for the rack storage of high-piled combustible commodity in accordance with tire code requirements and national tire protection standards. > Evaluate building egress system including aisles separating storage racks. p Outline general safety procedures for occupant safety and building protection h Evaluate proposed conditions and offer an opinion relative to tire and life safety conditions attending the design of the building and the uses within. - - - - - - - - - -~- .- - - - - - _- - DARYL K. JAMEB & A550CIATE5, INC. -A Fire & Building Code Resource BREEZECOM Page 3 of 8 VI CODE ANALYSIS/TECHNICAL REFERENCES The purpose of the Code Analysis is to provide the BREEZECOM storage design team with technical information and guidelines applicable to both the design and maintenance of storage operations, The following applicable codes and standards have been referenced for this evaluation: I998 California Codes are the I997 Uniform Codes as amended by the State. . 1998 California Building Code (CBC) . 1998 California Fire Code (CFC) . 1999 National Fire Protection Association Standard (NFPA) 13 VII BUILDING DATA & OCCUPANCY CLASSIFICATION Type of Building Construction: III-N Number of Stories: 1 with mezzanine Ceiling Height: 29 ft. Existing Ceiling Sprinkler Density: .45/3000 Area Use Occupancy Class@cation Administration 1” floor Administration 2nd floor Group B Group B Warehouse/Shipping & Receiving Group S Division 1 Quality Control area is less than 25% of the warehouse area. (accessory use) Area Size 4,061 sf. 9,186 s.f. 14,061 sf. Occupancy separations are not required between Group S, Division 1 and Group B occupancies as per CBC Table 3-B. (Technical Reference #I) VIII WAREHOUSE STORAGE METHODS Miscellaneous Pallet Storage Fire Protection of Commodities Stored on Pallets Flattened Cardboard Boxes, Class III Commodity will be stored on pallets at a height not to exceed 12 feet. In accordance with NFPA 13 Section 2-1.2.1 the definition of Ordinary Hazard Group 2 occupancies shall be occupancies or portions of other occupancies where the quantity and combustibility of contents is moderate to high, stockpiles do not exceed 12 fi (3.7 m), and tires with moderate to high rates of heat release are expected. - - - _- .- - - - - _.. -- _- - _- - - - - DAKYL K. JAMES & A540CIATE5. INC.-A Fire 8 Building Code Resource BREEZECOM Page 4 of 8 Extent and Type of Protection Foam inserts (Group A Plastic) will be stored up to 5 feet in height on pallets. As per NFPA 13 Table 7-2.3.2.2, an Ordinary Hazard Group 2 system is required for the pallet storage area. When portions of high piled storage areas have different tire-protection requirements due to commodity, method of storage or storage height, tire-protection features required by within this area shall be based on the most restrictive design requirements. The warehouse is protected with a sprinkler system hydraulically designed to deliver .45/3000 (Extra Hazard Group 2) that is more than adequate to protect the pallet storage area. (Technical Reference #2) High-Piled Combustible Rack Storage Rack Loading Racks shall not be loaded beyond their design capacity. Seismic calculations shall be provided to the Carlsbad Building Department as part of the rack storage plan submittal package. High-Piled Storage, as deflned by CFC Article 2, Section 209-H: High Hazard Commodity storage on pallets will be maintained at 5 feet and Class I-V Commodity storage on racks will be maintained at 20 ft. Therefore, high-piled combustible storage conditions detailing California Fire Code, Article 81 and the local requirements of the Carlsbad Fire Department, Fire Prevention Bureau are addressed in this report. (Technical Reference #3) The information presented herein represents proposed storage conditions as described to and understood by this report preparer. The evaluate of high-piled storage conditions, Class I-IV combustible materials in single and double-row racks, and tire protection requirements as per CFC Section 8102.3.2.1, specific to a storage area less than 12,000 sq. ft will be addressed in this section. This report will demonstrate that the existing ceiling sprinklers hydraulically designed to deliver .45/3000 to the warehouse area will provide adequate tire protection for the commodity classifications defined and the storage array described in the following section of this report, IX COMMODITY CLASSIFICATIONS Non-encapuslated Convnoditv (Rack Storage1 Commoditv Classification Cardboard Poster Tubes Class III Brochures Class III Metal Cased Radios and Antennas packed in </=25% foam Class IV (Class IV as per CFC Figure 8101.4-A -Mixed Commodities) (Technical Reference #4) - - - - .- .- -. _- - - - - - - DARYL K. JAMES &ASSOCIATES, INC. -A Fire & Building Code Resource BREEZECOM Page 5 of 8 x CFC ARTICLE 81- FIRE PROTECTION & LIFE SAFETY REQUIREMENTS Storage of Class I-IV Commodities, within a 8,200 sq. ft. high-piled storage area will be in accordance with the following requirements of CFC Article 8 1 CFC Table 81-A Fire Protection Requirements Automatic Fire Sprinkler Design Calculations as per NFPA I3 Rack Storage Area: Type of Rack: Rack Height: Storage Height: Commodity Class: Ceiling Height: Approx. 8,200 sq. ft. Single & Double Row 18 ft. up to 20 A. Class I-IV 29 ft. Fire Protection In accordance with NFPA Standard 13, Table 7-4.2.1.5 Single-or Double-Row Racks-Storage Height Up to and Including 20 ft (7.6 m) Without Solid Shelves, the sprinkler design density shall be .45/3000. 100% of design curve density is applied as determined by Figure 7-4.2.2.1.3. The existing sprinkler density and remote area application designed for .45/3000 is adequate fire protection for Class I-IV storage up to 20 feet in height. (Technical Reference 175) Flue Spnces: In double-row racks without solid shelves, a longitudinal flue space shall not be required as per NFPA 13 Section 7-4.1.4.1, Nominal 6-m transverse flue spaces between loads and at-rack uprights shall be maintained in single-row and double-row racks Steel Column Protection: Sprinkler protection shall be provided for building columns within the rack structure in accordance with NFPA Section 7-9.8.1, sidewall sprinklers at the 15-A. elevation, pointed toward one side of the steel column. (Technical Reference #6) As per CFC Table 81-A Fire Protection Requirements the following are not required for Class I-IV Commodities in an area less than 12,000 square feet and inaccessible to the public. . Access Doors: Not required . Smoke & Heat Removal: Not required 0 Curtain Boards: Not required . Small Hose and Stations: Not required (Technical Reference #7) XI FIRE EXTINGUISHERS Portable 4-A rated fire extinguishers will be provided within every 50 feet of foot travel - - - - .~- - - - - - _- - - ..- - - - - DARYL K. JAMES &ASSOCIATES, INC.-A Fire Br Buildlng Code Resource BREEZECOM Page 6 of 8 XII AISLES WITHIN RACK STORAGE AREA Aisles providing access to exits and fire department access doors, separating storage racks will be provided in accordance with CFC Section 8102.10.1. Aisles are less than 20 feet in length, therefore will not create dead-ends. Aisles in sprinklered buildings are required to be not less than 44 in. in width, therefore, aisles will be in excess of 44 in. as per CFC Section 8102.10.2. The required aisle width shall extend from floor to ceiling. (Technical Reference #8) XIII BUILDING EGRESS Review of accessibility requirements and conditions other than general exiting criteria is outside the scope of this report. See architectural plans submitted by Kimberly Boone Associates for exiting system. Exit Doors 9 Openable without the use of a key or special knowledge. 9 Maintained accessible and free from obstructions at all times, Minimum Number A minimum of 2 exits shall be required for the following: 9 B Occup; >30 (occup load calculated at 100 sq. fbperson) 9 S-l Occup. ~30 (occup load calculated at 500 sq. Wperson) Exit Paths 9 Illuminated whenever building is occupied 9 >/=l foot candle at floor level 9 Identified by exit signs in accordance with CBC Section 1003.2.8 9 Exit signs illuminated at all times with either self-luminous signs or power supply provided by building wiring with 1.5 hour battery backup. Power Supply 9 Standard building power: ~100 Occupants 9 Normal building power with emergency system >/=lOO Occupants Emergency system to consist of 1.5 hours battery backup; 2 hours duration generator Aisles 9 Provided from all occupied points if the building furnishings, equipment, etc. 9 Non-public accessible: W=24 in. and public accessible; >/=36 in. Corridor Mdth 9 4=50 Occupants:~l=36 in. 9 750 Occupants: >I=44 in. - - - .- - - - _ - .~~ - - - - - DARYL K. JAMES CL ASSOCIATES, INC. -A Fire & Bullding Code Resource BREEZECOM Page 7 of 8 Travel Distance 9 B Occup: <I=250 ft. 9 s-1 occup: q/=400 ft XIV ACCESSROADWAYS Existing access roadways with a minimum width of 20 feet are provided and will be maintained within 150 feet of all portions of the building’s exterior walls as per CFC Section 8102.6.1 (Technical Reference #9) xv HYDRANTS, FIRE DEPARTMENT CONNECTION AND SPRINRLER VALVES A 3-foot clear space will be maintained around the circumference of fire department equipment. Ah equipment will be maintained operable. XVI GENERAL SAFETY PROCEDURES 9 Storage commodity, height and aisle widths shall be maintained in accordance with the terms of this report. m Any change to operations shall be approved by the City of Carlsbad prior to implementation. 9 All employees shall receive special training on the use of portable fire extinguishers of the types to be provided in the building. l An evacuation plan shall be posted and drills will be conducted quarterly and logged for tire department review. ti Exit doors will be maintained unobstructed and shall be opened weekly to ensure their operation. - - DARYL K. JAMES &ASSOCIATES, INC.-A Fire & Building Code Resource BREEZECOM Page 8 of 8 XVII CONCLUSION Based on the code research conducted in support of the development of this fire protection report, and the recommendations provided herein, it is our opinion that this building will be in full compliance with the 1998 editions of the California Fire Code and the California Building Code as they relate to the described use and occupancy. It is of the opinion of Daryl K. James & Associates, Inc. that this tire protection plan is complete and provides an adequate level of fire and life safety for the occupants of the building. If after reviewing this report, you have any questions or comments, or you are in need of further information, please do not hesitate to contact me. We look forward to working with you to resolve any issues that may arise, and will be awaiting your response. - Respectfully submitted, - - Daryl I?. Ja&z( CA State Certified FPO III President/Chief Consulting Offtcer - - - - - .- 205 Collna Terrace VI&a, CA 92004 T(760) 724-7001 F (760) 724-7047 TECHNICAL REFERENCE #1 - - - - - - _- - - - - - -- - - - TABLE 3.* ,998 CALIFORNIA BUILDING CODE TABLE 3.A-DESCRIPTION OF OCCUPANCIES BY QROUP AND DIVISION’ GROUPIND ! I DiYlLiON SECTWN DESCR,?,TION DF OCCUPANCY ,A-, ~ A building or po”iO” 0, a building having a” mcmbly rwm With a” occupa”~ load or Low or mmc and a legilimak rmgc. __- -~ -7- A building or ponion ara building having a” arrcmbly room Wilh a” occupant lord or kll lhtm I .ooo and a legiiimm stage. ,A-? I A b~iiding or ponion of a building having an afmnbly man wirh 817 Cccupanl load of 3W Or more wlhoul 8 1 303. I, / Icgi~ima~c mgc, including such buildings used for edueahnal purposst and not clsrred aI a Craup E or Group B OCC”pt3”Cy. i - A.3 Any building or ponion da building having an assembly rwm wilh an wcupsnt load of ISIs lhan 303 wilhoui a Icgitimace ruge. including such buildings used for cducarianal purporcr and not cl*SSd as B Group E Or CrOUp B occupancy. -.. i-4 ~wdiums. reviewing stands and amusemm park s~~c~~rcs not included within other Group A Occupanc~e~~ B x.4 I A building 01 ~mcurc, or a panian Liuered lor ofifice. proksriona~ or rerviccdype LransacliOns. iocludlng Slaragl7 records and nccoun~s: eating and drinking crLablirhmcnlr with an wcupanl load ai iess lhan 50 _-- E-l my buildinp used for edue~,ional purposes ,hrou@ Ihe i2th grade by 50 0, more persons far more ihan I? howr per WCC’6 or low hours in any one day. E-2 305.1 any building aed for educational purposes lhrough fhc 12th grade by less than 50 perranr lor more than I? hours per Week or row hours in any 0°C day. E i Any building or ponion lhercalurcd for day-cm purprer for mom lhan six perronr. --__- F,, ! Moderalc hazard imory and indwrial occupancicr include hc,ory and indwria, Yes no, clarrilied a, Croup F. ) oivirion; occupaocier. .-~-- F.? )06,, Low-hazard fselory and indwrial occupancies include facililicr producing noncombusliblc or noncxploiive malcriak hi due”* flnirhinp. pactin* M proccrring do not i”YOlYC B significam iire hazard, H.l Ocwpanciel with a qunnlily ol InaBriaI in IhC b”iidi”8 in cxces orrharc ,irw in Table 3-D lb preen, ii high cxplorian hazard as lirlcd in Scclion 307.1.1. w: Occupancier wilh a quan,i,y afma,crial in the building in ~XCCII olthorc list.4 in Table 3.D +,a~ prcrcn, a modcmr ____- xl?,, ( cxplorion hazard or a hazard from accelcrared bvming 8s lirlcd in Swim 307. I, I. H i IOccupancies with a quandty ofnmerial in he building in exces* of hose lirkd in Table 3-D hat prcsm a h8gh iirr or physical hazard as lirlcd in Se&n 307.1.1. H-4 Repair garages not classikd 8s Group S. Division 3 Occupanciss. _ H-f Aircraft repair hangars no! classified aI Group S, Division 5 Oceupaneier and heliponr. H-6 m.I Semiconducm rabricaknl facilitirr and comparablt rexarch and dcvelopmanl a,CBI when ,hC faci,i,ie3 I” WhlCh B”d hazardour production malerids are used. and the aggregate quantity of mawrid is in excess ol’hxr lined 18) Table ,07,, I 3-o or 3-E -..-__ ___~..._ w 307~ / Occupaneics having quanhicr olmawialr in excess oilhosc listed in Table 33 that arc heait humdr as lisled rn Sechn 307.l.l. __-~_ ,~i i , Nurr~ri~,s ,a, ~hc,f”ll-time y,c “fchildry undrr IhC age Df I’” ccach accpmmods~~ng mow. Itid” civr childrcnl. norp,mli. san,,~nums. nurrq homsr ~8th nonumbulamry pa,,en,r and i,m,,a, buddings itch a~~ommods,,q mo,~ i ha” five palicnls~, !.I y Wealih-care cenlers lor ambulvlory pacienlr receiving ou,pa,icn, medical care which may wnde, ,he pa,,en, 308, I 1 incapable olunarrirlcd rclf-prcscrvaiion (each lenml rpace accommodating more than five such palienlrr, !.! N”ni”g h*,omer for ambulalory paw,,% kmer bx children lil yearr oi a*e or over @.Ch aecommodauog mow ha” I live 0CCPO”II. ! .I \I K,, X~‘ i &I: E -+:j i R,? ? ! K.1 -. 5-t ,~~~~~. Memal hospimls. maxal ranimiumr.jails. prisons, refonalones and buildings where prsanai libenien olinma~ei xc rimilariy rcrrrained. A buiiding or muuc,u,~, 0, B portion ,hereof. for the display and sale o, mcrchandire. and involving r,ocXs oi goodr, 309 I [ vzxcs or mcrchanbire. incidcnml 10 such purparer and accessible 10 ,hc public. Howls 2nd ilparlmsnl hourcr. cangrcgale rcridcncer ,sacil acc”mm”daiing InOK lhtm 10 perronr,~ /-- R~.Wd<“,i”, cL?rc ,nciiirirr,or Ihl rldrrly irorh “cc”rnm”d”,in~ mar< itw rir noournbuiororv Cii<“li, R<,mi,,m,ia, cor.-,“cilai.r,or Ihl &f<r,y ,roc* accommod”rlng ln(lr< rhon II.‘ ambulorory Clim~J, -, 310.1 Rlri&n,io, carc,di,irr,or rhr ddsrly (rod3 eccommod~ring rir or ,rrr rlonombulalory c,im,r,. Rddrn,id w~,ociliri.r,or rhr rldc,y ,radl orcommo‘foling sir or ,CII, ombuhly ciirnrr,. Dwellings. lodging hourer, congrcgak rcridcnccs (each accommcda~ing IO or fewer prranri. Moderate hazard rmage occupancier including buildings or ponionr of buildings used lor swrage olcombusl~bk materials nm classified as Croup S, Division 2 01 Gown H Ocwnancir~ j.? Low-iTan,.? srorage occupaneicr including buildingr or pmionr 01 buildings “Ed ror x’rage oi nonc”~>,burublc rnuIcnvI0. j.; 3.4 311,1 Repair garager where work is hied 10 exchange of pans and mainknance nm requirm% open name or weldmg. and parking garagcr not clarrificd a* Group S. Division 4 Occupancier. - --.~. __- open parring garages. - ,garr and hclirlopr, md agricultural buildings, gh. mnkr and ,owcrs. --__ 3.5 I Aircraf, ha, IL’.) IPrivalcgrrlgeE. carpnr. Ihedl i 11, I ~,,_., L.1 1 Fences over 6 kl (1829 mm1 hi Fur xuied dcxnpmn~. see the occupancy dcfinilionr in the noed xclions. - - - - - - - - - - - 1998 CALIFORNIA BUILDING CODE TABLE 3-B TABLE 3-C TABLE J-S-REQUIRED SEPARATION IN BUILDINGS OF MIXED OCCUPANCY’ (HOURS) ‘For Croup F, Division I woodworking errablirhmenrs with more than 2.5W square fw (232.3 d). the cccupancy reparation shall bc one hour, 4 TABLE 3.C-REWIRED SEPARATION OF SPECIFIC-USE AREAS IN GROUP I, DIVISION 1.1 HOSPITAL AND NURSING HOMES 7 Paint shop5 employing hamdour substances and m~erials in quiinulm less than lhal which would cause classiticaLion as a Group H Occupmcy 8 PhWCd plan, mainlena”Ce shop 9 S”lkd lh” mom 10 hrage rooins IW square feet (9.3 d) or kSE in area rronng i”l”b”Ilibk ma,eria, 1 I Qorage rwrm mere than IW squm feeI (9.3 d) stain* combustible mawrid i? Traih-colieciian rmnS :F”r mob,+ ai,* linen chute ,emlina,ion 100111% *se smion 711.5. i OCCUPANC” *EPARA,ION None None None NOM one ho”, one hour ! one hour 0°C ho”, one hour None one hour one ho”, I 140.3 TECHNICAL REFERENCE No. 2 - - - - - - - i - L L L 13-1‘l INSTALLKTION OF SPRJNXLER SYSTEMS Table 1.7 SI Units and Conversion Factors Name of “nit Unit Symbol Conversion Factor IlICl L I gal 5 3.785 L ,llllllmeIer per mm/min I gpm/f+ = 40.746 mm/min lnlnilie = 40.746 (L/min)/m? cubic decimerer dm’ 1 gal 5 9.785 dm’ pascal Pa 1 psi = 6894.757 Pa ba, bar 1 psi = 0.0669 bar bar bar 1 bar = 105 Pa FA add,uonal cm,\~eriions and infarmakm. ree ASTMSI 10. Slondnrd ;u~ L’jr o/d,< himnniionai Syrrm o,“iniu (S,,: The Modem Mmic Syncm 1-7.1 If a value for measurement as given in this standard is tuiio~~~ed by an equivalent value in orher units, the first stated ,, (Y be regarded al the requiremenr. A given equivalenlvalue m!gh~ be approximate. 1.7.2 Thr conversion procedure for Ihe Sl unifs has been to ~nbillpi) ~hc quandiy by [he conversion facrorand then round :hr rcsu11 10 the appropriare number ofsignificant digiu. I Chapter 2 Classification of Occupancies and COlMlOditieS 2-I’ Classification of Occupancies. Occupancy classifications for chls standard shall relaw m sprinklerdesign, installation. and 1~ .” i\aier suppl, requiremew only. They shall “OL be intended 10 be a general classihcadon ofoccupancy hazards. 2-t. I * Lighr Hazard Occupancies. Light hazard occupancies shall be occupancies or pardons of orher occupancies where :he qL!anciv and/or combusdbilicy ofconrenrs is low and fires i\,,h wlawel~ tow races of heat release are expected. ?-I,2 Ordinary Hazard Occupancies. 2.1.2.1’ Ordinary Hazard (Group 1). Ordirny hazard ~,iroi,p 1) occupancies shall be occupancies or portions of ohher occupancies where combusribiliry is low. quandry of iu:nbusnblei is moderate, srockpiter of combusribles do nol C\LCC~ 8 /L (2.4 m), and tires with moderate raates of heal rcicac arc expected. 2.1.2.2’ Ordinary Hazard (Group 2). Ordinary hazard \Croup 2) occupancies shall be occupancies or portions of ulner occupancies where [he quanriq and combusdbility of <anteno is moderaw 10 high, stockpiles do not exceed 12 ft ,3 7 m), and fires with moderare m high rates of heal release ire cxpecwd, Z-1.3 Extra Hazard Occupancies. ?-1.3.1’ Extra Hazard (Group I). Extra hazard (Group 1) occupancler shall be occupancies or portions of other occu pancler where rhe quantity and combustibility of convents is , %en high and dusr, iinr, or orher marerials are presenl. intr@ cuclng Ihe probabiliry of rapidly developing fires with high rawi of hear release but wirh little or no combustible orflam- 1 I ~,a’alr hqwds, ,399 Emon 2.1.3.2. F.xha Hazard (Group 2). Extra hazard (Croup 21 occupancies shall include occupancies with moderaw 10 sub standal amounts offlammable or combusdble liquids or occu- pancies where shielding of combustibles is extensive. 2-1.4’ Special Occupancy Hazards. 2.2*+ Commodity Classification. 2-2.1 General. 2.2.I.I* @&fication of Commodities. Commodiry classifi- cation and the corresponding prorecrion requiremenu shall be determined based on the makeup of individual srorage unitr (i.e., unit load. pallel load). 2.2.1.2 MSed Commodities. Prorecrion requiremenrs shall nor be based on the overall commodity mix in a fire area. Mixed commodity rrorage shall be protecwd by [he require- menu for Ihe highest classified commodiry and srorage arrangement. Exception No. 1: Up to lOpal& loa& of a higherhazard commodtiy, r?l dtmibrd in 2-2.3 and 2-2.4. shall brpennitrrd 10 be pmmi in nn am no~cxcetding40,000/P (3716mp). The higher hazard commod- ity shall br rnndomly dispersed with no adjacent loads in any dirrcizon (including diaganlly). I/ the ctilingprorrctian ti bared on Clarr I 07 CInrs II commodiLts, lhm fhr nllowablt number o/p&f loads Jm Chs IVor &oup A pkulicr shall be reduced lo& Excepfim No. 2: Thr higher hazard mnltial shall brpemilied 10 br confined lo o dcsignnfed area and proPrr[y prolrcrrd /or Ihal am 2-2.2 PalletTypes. When loads are pailerized, rhe use of wooden or melal pallers shall be assumed in lhe clarrifica. don of commodiries. When plasdc pallerr are used, rhc clas- sification of the commodity unit shall be increased one class (i,e., Class 111 will become Class N and Class IV will become Group A plastics). No increase shall be required for Croup A plastic commodity. Exmplion: Whtn rpeci/c left data ir auailnbb, the dam rho11 ink, pw ccdmcc in d&mining ckurijcalion o/commodiliei, 2.2.9s commodity ctasses. Z-2.9.1* Class I. A Class I commodiry shall be defined as a noncombusrible producl that meers one of lhe following :riteria: (1) Placed direcrly on wooden pallerr (2) Placed in single layer corrugated canons, wirh or wlh- our single-thickness cardboard dividers, wilh or wilhaul pal& (9) Shrinkwrapped or paperwapped as a unit load ir,ilh or withoul pallect 1.2.3.2’ class II. A Class II commodiry shall be defined as a noncombustible product that is in slatted wooden craws, rolld Noad boxes. mulriple-layered corrugared cartons, or equiva- entcombusrible packaging marerial, with or wi(houl palleir 1-2.9.3’ Ctas III. A Class III commodity shall be defined as a xoducl fashioned from wood, paper, namral fiberr, or Croup : plastics with or without carrons. boxes, or craws and wilh or tithou[ pallers. Such a product shall be permilled LO conxln L limited amounl (5 percent by weigh1 or volume) of Croup? ,r Croup B plasrics. !.2.9.4* CIass IV. A Class N commodity shall be defmed as a xodua. with orwirhou[ pallets, rhar meen one of the follou- “g cnmia: - - - - - - - - - - - - - - _- - - - - 13-b-i INSTAlJATTON OF SPRINKLER WSTEMS Table 7.2.3.2.2 Discharge Criteria for MiscelJfmeous Storage and Storage 12 ft (3.7 m) or Less in Height,l Commodity Wasses I through N Palletiaed and Bin Box Pack Commodiry CIassification OH-l OH-l !i up 10 6 fc (?,4 m) OH-I OH-l II 0ier 8 in (2.4 m) up LO 12 fl (3.6 m) OH-2 OH-2 Ill OH-2 OH-2 I\’ ttp 10 IO I( (3 ml OH-2 OH-2 i\ utcr 10 It (3 In) Lo 12 fr (3.6 m) OH-2 EH-1 Croup .A Plastics Stored on Racks Storage Height Maximum Building Height Cartoned Exposed Solid Expanded Solid Expanded Iplojf1 chcr5f,mlOfr O\cl~jfiwlOfl Owr IO fl Lo 12 fr 0\21~ IO fl IO 12 fL No limit 15 fl 20 ft 17 ft No limit OH-2 EH-1 EH-2 EH-P OH-2 tl level in-rack” OH.2 EH-1 EH-2 EH-22 OH.2 tl level in-rack’ OH-2 .OH.2 EH-2 EH-2 EH-2 OH.2 +I level in-rack’ EH? EH$ OH-2 OH-2 tl level in-rack’ tl level in-racks Croup A Plastics Solid Piled, Palletized, Bin-Box, or Shelf Storage Srorage Height Maximum Building Height Cartoned Exposed Solid Expanded Solid Expanded I’,) IU 5’ fl No limi! OH-2 OH-2 OH-2 OH-2 O\rr~l,,olOfl 15 fl EH-1 EH-I EH.2 EH.2 O~erjf~~oIOf~ 20 fr EH-2 EH-2 EH-2 - o\rr 5 fi 10 8 fl No limir - - - EH-2 o\er IO f110 12fi 17 ft EH-2 EH-2 EH-2 EH.2 ChCT IO r, 1” 12 fr 27 fr EH-2 EH-2 - - >iisce”meow Tire Storage’ Piling Methods Or tlooi. on ride 0~ lloor. on tread or on ride Stnyle, double, or muldrow racks on ~urairi or on side Height of Storage 0cc”pancy Group 5frtolZft EH-1 To5ft OH-2 To 5 h OH-2 i,n,clc rots’ rack, portable, on read orc,n ,,dr 5ftm1211 EH-1 jlngls iroir’ rack, fixed, on tread oron ,tde 5ftto12ft EH-1 or OH-2 plus one level of iwrack sprinklers 999 EOW” .- .- .- - .- - .- - .- .,- .- .- .- .- 1ECHNiCAL REFERENCE #3 - 208 209 - E GARAGE, PRIVATE, is a building or a portion of a building. E not more than 1.000 square feet (92.9 m2) in area, in which only - ~~, E motor vehicles used by the tenants of the building or buildings on E the premises are stored or kept. E GARAGE, PUBLIC, is any garage other than a private garage. GAS CABINET is a fully enclosed, noncombustible enclosure - used 10 provide an isolated environment for compressed gas cylin- ders in storage or use. Doors and access ports for exchanging cyl- inders and accessing pressure-regulating controls are allowed to br included. r GAS ROOM is a separately ventilated, fully enclosed room in which only compressed gases and associated equipment and sup- plies are stored or used. - GENERAL-PURPOSE WAREHOUSE is a detached building or a separate portion of a building used for storage or warehousing operations involving mixed commodities. E GRANDSTANDS are tiered or stepped seating facilities - g wherein an area of more than 3 square feet (0.28 m2) is assigned B for each person when computing the occupant load. GROUND PIECE is a pyrotechnic device that functions on the - ground. Ground pieces include fountains, reman candles. wheels and ser pwes. E GUEST is any person hiring or occupying a room for living or 8 sleeping purposes. - GUNPOWDER is any of various powders used in firearms and small arms ammunition as propelling charges. - SECTION 209 - H [ HANDLING is the deliberate movement of material by any - .~~. - ..- - - - - - means to a point of storage or use. HAZARDOUS CHEMICAL REACTION is a reaction which generates pressure or byproducts which could cause injury, illness or harm IO humans, domestic animals, livestock or wildlife. HAZARDOUS FIRE AREA is land which is covered with grass, grain brush or forest, whether privately or publicly owned. which is so situated or is of such inaccessible location that a fire originating upon such land would present an abnormally difficult job of suppression or would result in great and unusual damage through fire or resulting erosion. Such areas are designated by the chief on a map maintained in the office of the chief. HAZARDOUS MATERIALS are those chemicals or subwmces which are physical hazards or health hazards as defined and classified in Article 80 whether the materials are in usable or waste condition. HAZARDOUS PRODUCTION MATERIAL (HPM) is a solid, liquid or gas associated with semiconductor manufacturing that has a degree-of-hazard rating in health, flammability or rsaclivily of Class 3 or 4 as ranked by UFC Standard 79-3 and which is used directly in research, laboratory or production proccsses which have as their end product materials which are not hazardous. HAZARDOUS WATERSHED FlRE AREA is a location within 500 feet (152.4 m) of a forest or brush-, grass- or grain-covered land. exclusive of small individual lots or parcels of land located outside of a brush-, forest- or grass-covered area. HEALTH HAZARD is a classification of a chemical for which there is staristically significant evidence based on at least one study conduced in accordance with established scientific princi- ples that acule or chronic health effects could occur in exposed persons. Health hazards include chemicals which are carcinogens. ,998 CALIFORNIA FIRE CODE toxic or highly toxic materials, reproductive toxins, irritants, cor- rosives, sensitizers. hepatotoxins. nephrotoxins, neurotoxins. agents which act on the hematopoietic system, and agents which damage the lungs, skin, eyes or mucous membranes. HEATING AND COOKING APPLIANCE is an electric, gas or oil-tired appliance not intended for central heating. HELIPORT is an area of land or water or a structure surface which is used, or intended for use, for the landing and take-off of helicopters, and any appurtenant areas which are used, or intended for use, for heliport buildings and other heliport facilities. HELISTOP is the same as a heliport, except that no refueling, maintenance, repairs or storage of helicopters is permitted. I HIGH EXPLOSIVE is explosive material, such as dynamite, which can be caused to detonate by means of a No. 8 test blasting cap when unconfined. HIGHLY TOXIC MATERIAL is a material which produces a lethal dose or lethal concentration which falls within any of the following categories: I. A chemical that has a median lethal dose (LDso) of 50 milligrams or less per kilogram of body weight when administered orally to albino rats weighing between 200 and 300 grams each. 2. A chemical that has a median lethal dose (LDsrJ of 200 milligrams or less per kilogram of body weight when administered by continuous contact for 24 hours, or less if death occurs within 24 hours, with the bare skin of albino rabbits weighing between 2 and 3 kilograms each. 3. A chemical that has a median lethal concentration (LCzo) in air of 200 parts per million by volume or less of gas or vapor, or 2 milligrams per liter or less of mist, fume or dust, when administered by continuous inhalation for one hour, or less if death occurs within one hour, to albino rats weighing between 200 and 300 grams each. Mixtures of these materials with ordinary materials, such as water, might not warrant classification as highly toxic. While this system is basically simple in application, any hazard evaluation which is required for the precise categorization of this type of ma- terial shall lx performed by experienced, technically competent perSO”*. HIGHLY VOLATILE LIQUID is a liquid with a boiling point of less than 68°F (20°C). HIGH-PILED COMBUSTIBLE STORAGE is storage of combustible materials in closely packed piles or combustible materials on pallets. in racks or on shelves where the top of storage is greater than 12 feet (3658 mm) in height. When required by the chief, high-piled combustible storage also includes certain high- hazard commodities, such as rubber tires, Group A plastics, flam- mable liquids, idle pallets and similar commodities. where the top of storage is greater than 6 feet (1829 mm) in height. HIGHWAY is a public street or public road. HOGGED MATERIAL is a mixture of bark, chips, dust or other pieces of natural wood by-products. I HORIZONTAL EXIT is a wall which completely divides a s floor of a building into two or more separate exit-access areas to B afford safety from fire and smoke in the exit-access areas of ix- i dent origin. i HOTEL is any building containing six or more guest rooms intended or designed to be used, or which are used, rented or hired i out to be occupied, or which are occupied for sleeping purposes by i guests. B HPM FLAMMABLE LIQUID is an HPM liquid that is de- fined as either a Class 1 flammable or Class 11 or Class 111-A corn- 1 bustible liquid. lECHN/CAL REFERENCE #4 - - - - - .- - FIGURE 8101.4-A 8102 - 8102.6.1 - ,998 CALIFORNIA FIRE CODE - - - - - - .- - - - Percent by Weight of Unexpanded Plastic4 FIGURE 8101.4-A-MIXED COMMODlTIES’*2 (s** section 8101.4.3) ‘This lablc is inrcnded 10 *emmine he commodiry fhsrificarion of a mixed commodity in a package. canon or on a pallcr when plnrder WC involved, I The kilowing 1s an crample of how 10 apply the Lable: A package conlaining a Class 111 commodity has I2 perccnc Group A expanded plastic by voluroc. The weight oi she unexpanded Croup A plarcic is 10 percent. This eommodily is elasrificd as u Clarr IV commciily. If dx weight of he unexpanded plastic ii increased IO 14 perccn,. Ihc classificadon changer to a high-hazard commodily. ‘Pcrcenr by YOlYme = Volume of plnitic in pallet load Total volume of pallcl load. including pallet ‘Percenl by w&l = Weigh! of plasric in pallet load Told wcighl of palla load. including palla 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 810’2. Na\ionally recognired standards or guidelines, as applicable, are allowed 10 be used when approved. 8102.2 Extent and Qpe of Protection. Fire-detection systems. smoke and heal removal, curtain boards, small hose valves and rralions. and fire sprinkler design densities shall extend the lesser of I5 feet (4572 mm) beyond the high piled storage area or to a permanem partirion. When portions of high-piled storage areas have different fire-protection requiremems due to commodity, method of slorage 01 storage height, the fire-protection features required by Table 8 I -A within this area shall be based on the most restticrive design requirements. 8102.3 Separation of High-piled Storage Areas. 8102.3.1 Separation from other uses. Mixed occupancies shall bs separaed per [he Building Code. 8102.3.2 Multiple high-piled storage areas. 8102.3.2.1 General. The aggregate of all high-piled storage areas within a building shall be used for applicalion of Table 81 -A unless such areas are separared from each other by one-hour-rated tire-resistive walls constructed in accordance with the Building Code. Openings in such walls shall be protected by fire assemblies having a one-hour fire-protection rating. I-234 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 uli- lize the aggregate of all high-piled sforage areas as high hazard for purposes of application ofTable 81-A. To be considered as sepa- rated, one-hour-rated fir&resistive walls shall be consrrucled in accordance with the Building Code. Openings in such walls shall be prorecred by tire assemblies having a one-hour fire-prowion rating. The requirements of Table 8 I-B shall be applied separately over each high-piled storage area for portions of storage areas having different requirements due to commodity classification or smtage height. 8102.4 Fire Sprinklers. Fire sprinkler systems shall be pro- vided in accordance with Sections 8103 and 8104. 8102.5 Fire Detection. When tire detection is required by Table 81-A. an approved aulomatic tire-deteclion sysxm shall be installed throughout the high-piled storage area. The system shall be monitored and shall be in accordance with Section 1007. 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 I50 feet (45.7 mm) of all portions of the exlerior walls of buildings used for high-piled storage. EXCEPTION: When GCCCSS roads canno, be innakd due 10 topography, railways, wa!eruayr, nonnegotiable grndcr or aher semi- 1ECHNlCAL REFERENCE 445 13-92 INSTAILATION OF SPRINKLER SYSTEMS Table 74.2.1.5 Sile or DoubleRow Racks - Storage Height Up to and Including 25 ft (7.6 m) Without Solid Sbehw Over 12 fi (3.7 ml, up to and including 20 fr (6.1 m) 4 1.2 Yes -- 8 2.4 NO 4 1.2 No - NO 8)2.4 Over 20 fl (6.1 ml, UD IO and irhuding 22 fr (6.7 m) III Yes 4 1.2 1 level 74.2.2.1.1 (e) CandD -- 8 2.4 * a”d B No 4 1.2 CandD -- 8 2.4 No 7-4.2.2.1.1(c) * a”d B 4 1.2 CandD Yen -- 1 8 2.4 level 74.2.2.1.1(f) * a”d B No 4 1.2 -- 8 2.4 No 74.2.2.1.1(d) ;;“,“d; Iv Yes 4 1.2 -- 1 level 7-4.2.2.1.1 (g) CandD 8 2.4 A and B ,999 Edition 13-96 INSTi,UATION OP SPRINKLER SYSTEMS Figure 742.2.1.l(e, Spddikrsptem da@mlma--2~R (6.h) bigbmckr*orag- Ck9m”onenesprukted eommoditi~ --conventional pallem. Ceiling sprinkler denslry (mm/min) cwvo Legend CYrvB Legend 0,15 0.20 0.k o.ho 0.k o.io Ceiling sprinkler density (gpn&) A-Single-or double-row racks with 8.” (2.44-m) SisleP With 286°F (141%) ceiling spri”kIer0 and 165T ,74’C) in-rack Spri”kl*rS B- Single-or double-row racks with 6.” (2.44-m) aisles with IWF (74%) ceiling sprinklers and 1WF (WC) in-rack sprinklers C- Single-w double-row racks Wilh 4-n (1.22.rn) ais,** 0, multiple-row racks With 286’F (141%) ceiling ~erinklers sod 165’F U4%, in-rack sprinklers ,,- Siqle-or double-row racks With 4.” (1.22.rn) mes 01 m”lliPI*-row racks with 165’F (74%) ceiling sprinklem and ,65*F (74%) ineck sprinklers E- Si”gle.or daubbrow lacks with 8-n (2,44m) alSleS and 286’F ,141°C) ceiling sprin!4e,r F - Singlem dO”ble-IOW racks With 84 (2~44.m) aisles and 165’F (74%) ceiiing SPClllkl0lS G- Si”*le.or double-row lacks Wilh 4.11 (1.22-m) al$leS andxw (141%) ceiling mrlnklers H- ~“glea dwble-row racks With 4.” (1.22-m) aisles and 165’F (74%) ceiling SO,i”klWB /- b”LlliPIQ-rOW IWkL Wilh 64 (2.44.rn) or Wider aisles and 2&W (141*C) ceiiing Splinkleis J- M”lliDIWOW ram Wllh 64 (2.44-m) 01 wiow air,** B”d 165-F (74%) ceiling SpriOklelE Figure 74.2.2.1.1(d) Sprinklersrjtem design curves - 20-ft (6.1-m) h&b rackstorngc - Class N noncncapsulated commodities - conventional pallets Ceiling sprinkler densih, Imm/minl CUNe Legend curve Legend O.iS o.io 0.k o.ho 0.k o.io 0.55 0.60 Ceiling Sp~~kk3r density (Qpwi$ A-Single-or double-row racks wim 6.” (2.44.m) aisles with 28W (Ml%, ceiling sprinklers and 165’F ,74’C, in-rack sprinklers B - Singlea doublwow racks with 6.” (2.44-m) aisles With 165’F (74’C, ceiling SprinklerS and 165’F (74%) in-rack sprinklers c - Singlea double-row racks With 4-n (1.22.rn) ais,es 0, rll”lfiple-row racks with 2&W (141’C) ceiling sprioklers and ,WF (74’C) inad EpdnklerS ‘7 - SinQle.0, do”ble,Ow lacks With 4-n (1.22-m, aisles or ln”l!iple-row ram With 165T (74’C) ceiling sprinklers and 165DF (74%) in-rack sprinklers with 8.” (2,44.rn, aides and 28W (141°C) ceiling Ipri”kl*,E F- singwJr dO”blWOW racxs With 6.” (2.44-m) aisies and 165-F (74’C) ceiling SPCi”klW$ G - Sin~ie-or double-raw racks With-4.n (1.22-m) BiSles a”a286’F (141°C) ceiiog QNlKlWS H-Single-or do”tile-row lacks With 44 (1,22-m) aisles and 165°F (74%) celling sprinklers ,999 Eman - :’ / i :, pi 1 b’ i, I /;; I 13-98 INSTALLAnON OF SPRINKLER SYSTEMS /I 7 4.2.2.1.2 The design curves indicate water demands for ordi- n lary remperarure-rated and nominal high temperature-tated SI prinklen at the ceiling. The ordinary-temperature design curves c orresponding IO ordinary temperature-tated sprinklers shall be ” .sed for sprinklen with ordinay and intermediateemperature c larsification. The high-temperacure design curve corresponding ti , high remperarure-rated sprinklers shall be used for sprinklen h sing a high-temperature raring. Figure 7.422.l.l(g) Single ordoublcrormclu- PC-ft (6.1.In) high racksforage --rprinklersy~tem design curves - Cl&%5 Iv encapsulated con modides - conventlond pallets. Ceiling sprinkler density (mdmln) CUPJS L*ge”d cwve Legend 10.2 12.2 14.3 16.3 16.3 20.4 22.4 24.5 A-B-h (2.44-m) aisles with c-4-n (1.22-m) aisles wi 266’F (141W ceiling spdnkl&s end 28W (141T) ceiling Eprinkisrr and 165°F (74%) 165T (74%) in...*i rnrinbl..r ,.. .““,~ “r ,.,,.., “,- B- Efi (2.44.m) aisles with 1ES’F (74%) ceiling I,. ,““n -r ,111, ~,1,- D- 4.” (1.22-m) aiSleS / 165’F 174*c1 ceim sprinklers and 166’F (74°C) sprinklers and 165°F I74Tl in-rack’aprinklers in-rack sprinklers 0.25 0.30 0.35 0.40 0.45 0.50 0.65 0.60 Ceiling sprinkler density (gpmlf1’) ?igure 74.2.2.1.3 Ceiling sprinkler densilyv*. storage height, 3.66 Height of storage (m) 0 Ib 12 15 m is io ,; Height of storage (tt) NI’ 74.2.2.1.3 For storage height up to and including 25 h (7.6 m protected with ceiling sprinklers only and for srorage height UI to and including 20 ft (6.1 m) protected with ceiling sprinkler and minimum required in-rack sprinklers, densities obi;line< from design curves shall be adjusted in accordance wlrh Figurt 74.2.2.1.3 74.2.2.1.4 For storage height over 20 fr (6.1 m) up to an< including25 ft (7.6) protectedwith ceiling sprinklers and min imum required in-rack sprinklers, densities obrained iron design curves shall be used. Densities shall nor be acljuswd ir accordance with Figure 74.2.2.1.3. 74.2.2.1.5 Forsrorage height up IO and including 20 h (6, I m, protecredwithceilingsprinklen and wirh more than one level o in-rack sprinklers, but not in every der, densities obtained iron design curves and adjusted in accordance with Figure 74.22, I .: ihall be permitted to be reduced an additional 20 percrnr. a indicated in Table 74.2.2.1.5. 74.2.2.1.6 For storage height over 20 fr (6.1 m) up IO :in< including 25 fr (7.6 m) prorected wilh ceiling sprinkler, ,!nt with more than the minimum required level of in-ack hprin klerr, but not in every tier, densities obtained (rum derigr CUWZP shall be permitted IO be reduced 20 percent as India cated in Table 74.2.2.1.5. Densities shall nor be adjusted in accordance with Figure 74.2.2.1.3 for srorage heigh[. 74.2.2.1.7 For storage height up co and including 20 fi (6, I m) protected wirh ceiling sprinklerr and in-rack sprinklers at rach der, densides obtained from design curves and adjwed in actor. dance with Figure 74.2.2.1.3 shall be permitted 10 be reduced an additional 40 percent. as indicated in Table 74.2.2.1.5. 74.2.2.1.8 For storage height over 20 fr (6.1 m) up IO and Including 25 ft (7.6 m) protecred wirh ceiling sprinklers and ,n-rack sprinklers at each tier, densiries oblajned Ihorn dr,igx :urves shall be permitted IO be reduced 40 percent. as indi- :ated in Table 7-4.2.2.1.5. Densities shall not be adjus,rd in accordance with Figure 7-4.2.2.1.3 for storage heights ,999 EdillO” ,-,- - .- .- - - .- .- .- TECHNICAL REFERENCE No. 6 DESIGN APPROACHES l%R9 20 &,I up to 25 up to 7.62 0.3 12.2 B 0.6 24.5 >25 to 30 ,7.62 to 9.14 0.45 18.3 0.9 36.7 >30 10 35 a14 IO 0.6 24.5 1.2 48.9 10.67 SkV=ge Rd,Ceilblg Height Height t A B f, m fl m pm/f1 XUlt,d pm/ft’ rnm,rnb - $5 I.52 up (0 25 up to 7.62 OH.2 OH-2 0.2 8.2 I12 3.66 up 10 15 up IO 4.57 0.2 8.2 EH-2 EH-2 ,I5 to 20 ,4.57 10 6.1 0.3 12.2 0.6 24.5 >20 10 32 %I lo 9.75 0.4 16.3 0.8 32.6 - 13 4.3 up to 20 up LO 6.1 0.25 10.2 0.5 20.4 >*o LO 25 x.1 10 7.62 0.4 16.9 0.8 32.6 ,*j LO 35 ,7.62 LO 0.45 18.3 0.9 36.7 10.67 :, i 7~62 up 1” 30 up LO9.14 0.4 16.3 0.75 30.6 >30 10 35 9%;; LO 0.6 24.5 1.2 48.9 0.85 34.6 0.7 28.5 I.1 448 - sorer: I \On~mum clearance berween sprinkler deflector and top ofstorage shall he maintained as required. 2, Column drsignarions correspond 10 the configura[ion oiplaslic~ sm@c as follows: .A t II Nonexpanded, unsrable (2) Sonexpanded, ruble, solid unit load Table 7.3.3.2.2 Design Densities for Plastic and Rubber Commodities B Eapanded, exposed, srabie C:: (1) Expanded. exposed, unsrable (2) Nonexpanded, suble, cartoned D Expanded. carroned, unrrable E C II Expanded. carroned, stable (21 Nonexpanded, srabie, exposed S, OH-2 = Denriy, required for ordinary hazard Croup 2 occupancies EH.I = Densi@ required for exua hazard Group 1 occupancies EH-2 = Dairy required for extra hazard Group 2 occupancies 4, “ore suearms shall be provided in accordance wirh Table 7-2.3.1.1. 74.1.3.lt Sprinkler prorection crilefia is based on the assump- tion Ihal roof \,en& and draft curtains are nor being used. 74.1.4 Flue Space. 74.1.4.lt Storage Up LO and Including 25 ft (7.6 m). In dou- ble-roic and multiple-row racks without solid shelves, a longi- llidinal (back-lo-back clearance between loads) flue space ihall not be required. Nominal ‘Z-in. (142.4.mm) transverse flue spacer between loads and at-rack uprights shall be main- ;aii,rd in single-row. double-row, and multiple-row racks. Ran- dom variations in rhe width of flue spaces or in their vertical rlignment shall be permitted. (See Fipn 7-4.1.4.1) 74.1.4.2 Storage Height Over 25 ft (7.6 m). Nominal 6in. (I42.4-mm) transverse flue spaces between loads and at-rack Jprighu shall be maintained in single-row, double-row, and :nulriple-row racks. Nominal 6in. (152.4mm) longitudinal lrtp spaces shall be provided in double-row rack;. Random varialions in the width of the flue spaces or in [heir \‘er[ical alignment shall be permilted. 74.1.5 Protection systems. 74.1.5.1’ Sprinkler systems shall be wee pipe syxems. Exqbrim: In m-u that arc subject lo&zing GT where rpeciol condo- tires cxirl, dfy-fipe ryrhr~~ and preaclion ryskm shall be pmirred~ 74.1.5.2 Where dry-pipe systems are used, Ihe ceiling sprinkler areas of operation shall be increased 30 percen, over the area specified by 74.2. 74.3, and 7-4.4. Densities and area! shall be selected so that the tinal area of operation after the 30 percenr increase is not greater than 6000 ft* (557.4 m2), 74.1.5.3 Where preaction systems are used, preacrion sys~emr shall be rreared as dry-pipe systems. Exc+Lia: ThLc requircmmt shall not apply uhere it cwz be &mm- rtraud that the d&&n q&m fhal adiva~s ~hr pm&ion r~riem 1999 EdiliO” Table 7-9.5.1.2 ESFR Protection of Rack Storage without Solid Shelves M&urn CeiIing/ Maximum Roof Spxinkler Height of Heigbt of Design Hose Stream Pressure In-Rack Demand Tpe of StOFSge Building NOtid Sprinkler Duration Storage* COlNllOdity ft m ft m K-factor psi bar Requirements gpm L/min (hours) Single-row rack I. Cartoned unexoanded 25 7.6 30 9.1 14 50 3.4 NO 250 946 I DESIGN APPROACHES 13-131 storage. double-row rack storage, multiple-row rack rrorage plastic 2. Cartoned expanded phth 3. Exposed unexpanded plastic 4. Clasrer 1, II. III, and IV commodides, encapsu- L?$zz$z: 1. Cartoned or exposed 35 10.7 40 12.2 14 75 5.2 NO 250 946 1 unexpanded plastic 2. Classes 1, II, III, and lV commodities, encapsu- Lv$zEllr;~~~ 1. Cartoned or unexpanded plastic exposed 35 10.7 45 13.7 14 90 6.2 NO 250 946 I 40 12.2 2. Classes I, II, 111, and IV 45 13.7 I4 90 6.2 Yes 250 946 1 commodities, encapsu- lared or unencapsulated 1. Cartoned unexpanded 20 6.1 25 7.6 11.2 50 3.4 NO 250 946 I %kses I, II, III, and IV 25 7.6 30 9.1 25.2 20 1.4 NO 250 946 I commodities, 3. 9.1 35 10.7 25.2 30 2.1 NO 250 946 I encapsu- tared or unencapsulated 35 10.7 40 12.2 25.2 40 2.8 NO 250 946 I 40 12.2 45 13.7 25.2 50 3.4 NO 250 946 I I ‘Ua open-lop Containers 7-9.5.2.4 ESFR sprinklers shall be limited to wet pipe systems. 7-9.5.2.5 Early suppression fast-response (ESFR) sprinklers shall be used only in buildings equal 10. or less than, the height of the building for which they have been listed. 7.9.6 Exposure Protection. 7-9.6.I* Piping shall be hydraulically calculated in accordance uilh Section 8-4 LO furnish a minimum of 7 psi (0.5 bar) at any sprinkler with all sprinklers facing the exposure operating. 7-9.6.2 Vv’here lhe water supply feeds other fire protection sys- wms. it shall be capable of furnishing total demand for such sysrems as well as the exposure system demand. 7.9.7 Water curtains. Sprinklers in a water curtain such as described in 5-13.4 shall be hydraulically designed to provide a discharge of 3 gpm per lineal foot (37 L/min per lineal meter) of water curtain, with no sprinklers discharging less than I5 gpm (56.8 L/min). For water curtains employing automatic sprinklers, the number of sprinklers calculated in Lhls water curtain shall be the number in the length corre- spending 10 the length parallel to the branch lines in the area derermined by 8-4.4.1(a). If a single fire can be expected IO operate sprinklers within the water currain and within the design area of a hydraulically calculated system, the waier sup ply to the water curtain shall be added to the water demand of the hydraulic calculations and shall be balanced IO rhe calcw lared area demand. Hydraulic design calculations shall include a design area selected to include ceiling sprinklers adjacent to the water curtain. (Set S-13.4.) 7-9.8 Fire Protection of Steel columns. 7.9.8.1t CoIunms within Storage Racks of class I through Class N and Plastic Commodities. Where sprinkler prorec- don of building columns within the rack structure or \,ercical rack members suppordng rhe building are required in lieu of Rreprooting, sprinkler protection in accordance with one of the following shall be provided: (1) Sidewall sprinklers at the 15ft (4.6-m) elevation. poincrd toward one side of the steel column (2) Provision of ceiling sprinkler density for a minimum of 2000ftz (I86 mP) with 165’F (74°C) or 286’F (141°C) rated sprinklers as shown in Table 7-9.8.1 for storage height, above 15 ft (4.6 m), up to and including 20 ft (6.1 m) (3) Provision of large drop or ESFR ceiling sprinkler proiec- tion in accordance with 7-9.4 and 7-9.5, respectively. 1899 EdiliO” _. .~, _~, -.. -. _- - - .- - - .- .- .- - TECHNICAL REFERENCE No. 7 1998 CALlFORNlA FIRE CODE - TABLE 81.A-GENERAL FIRE-PROTECTION AND LIFE-SAFETY REQUIREMENTS - - - - - NR = NO, reLyred, ‘When fire rptinklerr are required for rea~cm other than Anick 8,. dx portion of the sprinkler I~ENIZ protecting !he high-piled rmrsge area shall be designed and mrlnlled in accordance wilh Seclions 8103 and 8104 I %I BiPICI. rce smion *,o*.,o. ‘Piles rhail be repamed by aider complying with Sccdon 8102.10. ‘For wxuge m excess of the hcigh~ indicawd. special fire pramdon shall be provided in accordance with Foomole 8 when required by the chief. See also Anicle~ 79 and 88 for rpecml lim~cadon~ for Oammablc and comburdble liquids and aerosols ‘Sccuon 902.2 Shall apply for fire appfuarur Bccell. 6Cunain boards rhall bc inrlslled as rcquircd by the Building Code. See UBC Secdon 906. ‘For rmrage exceeding 30 feet (914 mm) in height. Option 1 shall be used. “Special fire-pmecrion provisions such BI, but not limited 10, tire protecdm ofcrposcd steel co,umm; increarcd sprinklcrdenri~y: additional in-rack iptinklen. without associated reduclianr in ceiling rptinkler densiry: or additional tire dcpartmnl hose conneclions shall be provided when required by the chxf, %gh-pIled rmrage arear shall not exceed 5W.ooO rguarc lea (46 451.5 m2). A Two-hour wca repmrion wall shall be used 10 divide high.piicd storage exceeding xmxc iquarc iret (46 451.5 d) in area. TABLE 8,.S-REQUIREMENTS FOR CURTAIN BOARDS AND SMOKE VENTING’ (See Sections 8102.7.4 and 8102.8.3) ~ MAXIMUM WACINE MAXMUM W,WCf TO OF “wcum YEHTS FROM WALL OR EURTAIY 10*R05~ 11111, COMMOOln CU1SIRWTIDN x 30,1 II mm I.,” 6 IO.wO ..“” ,op,ion I, OYer 20.40 6 &cm 1:75 i 1-I” 20 or less 4 3sxo I 13s IW 55 copuon 2) “Yrr 7”d” d ,fxx I.50 I IM I 5” High hazzd (Option II H,gh hazard (Opmn 2) _ _. _ _ _ _,... .__ __ 20 or ,es* 6 6.X0 150 IW 50 over 20-30 4 6.‘XQ ,140 90 45 20 or less 4 4,m I 50 IW so O”el2o.w 4 2~032 I :30 75 4” ‘For rack rwage bghs in excess afthosc indicated. see Se&n 8104.5. Far solid-piled storage hcigho in ~XCCII of ihore indicmd, an appravcd engineered der~gn Shall k “red. %?hen axes of buildings are equipped with early rupprerrion-fast response (ESFW sprinklers the cumin bonrdr within there arem rhali bc lamed only PI ~hc icpmcion bsiveen ESFR and conventional sprinkler rysrcmr. I ?The d>wncr ipectficd is ihe maximum dirtance ,,om any “em in a panicular cunaincd area 10 walls or cumin boards which form dx petimeler ofthe rwained a,ea~ 1-237 _.. -- -.. ,- .- - .- .- - .- - - .- ,- .- .- - TECHNICAL REFERENCE #0 - - 1998 CALIFORNIA FIRE CODE - - - _- - - - - - - - Iu condikms. Ihe chief is ruthorizcd to require additional fire protcc- imn as required for special hazards in Section 1001.9. 8102.8.3 Location and depth. The location and depth of curtain boards shall be in accordance with Table 81-B. Specifications for fire apparatus access roads shall be in accord- ance wirh Section 902.2. 8102.9 Hose Stations and Hose Connections. 8102.6.2 Access doors. 8102.9.1 Small hose stations. When small hose valves and sra- tions are required by Table 81-A, approved I’&inch (38.1 mm) 8102.6.2.1 General. When building access is required by Table 8 I -A, fire department access doors shall be provided in accord- ante with Section 8102.6.2. Access doors shall be accessible with- hose valves shall be provided at approved locations. When required by the chief, hose, nozzles, hose racks, and cabinets or covers shall be provided. See UFC Standards 81-l and 81-2. out the use of a ladder. 8102.92 Fire deoartment hose connections. When exit was 8102.6.2.2 Number of doors required. One or more access doors shall be provided in each 100 lineal feel (30 480 mm), or major fraction thereof. of the exterior walls which face required access roadways. 810.X6.2.3 Door size and type. Access doors shall not be less ihan 3 feet (914 mm) in width and 6 feet 8 inches (2032 mm) in height. Roll-up doors shall not be used unless approved. sageways are req&d by the building code for egress, a Cl&s 1 standpipe system shall be provided in accordance with the Build- ing Code. See UBC Standard 9-2. 8102.10 Aisles. 8102.10.1 General. Aisles providing access to exits and fire department access doors shall be provided in high-piled storage areas exceeding 500 square feet (46.45 mZ) in accordance with Section 8102.10. For aisles separating storage piles or racks. see 8102.6.2.4 Locking devices. Only approved locking devices also UFC Standards 81-l and 81-2 and Article 88. shall be used. 8102.7 Smoke and Heat Removal. EXCEPTION: Where aisles am precluded by rack riorage ryr- mm. sltcrnaw methods of access and proarion arc allowed when ap proved. 8102.7.1 General. When smoke and heat removal are required 8102.10.2 Width. by Table 8 I .A, smoke and heat vents shall be provided in accord- ante with Section 8102.7. 8102.10.2.1 General. Aisle width shall be in accordance wirh Section 8102.10.2. EXCEPTIONS: I. When Ihe irwaltation ofrmokc and heat vents IS dewmined by the chief IO be impractical. mechanical rmoks- removni systems UC allowed 10 be provided in accordance with UK Smd~rd 81-3, 2~ Frozen food rmruge clarriried as a Class I or Class II commodity is no! required lo be provided wilh smoke and heal wnts or mechanical smoke removal when protected by an aummaric sprinkler system. 8102.7.2 Types of vents. Smoke and heat vents shall be of an approiwd type and shall be operated automatically by activation of a hear-responsive device rated between 100 and 20,“F (55.6 and n’ I I I. I “C) above estimated ambient temperatures. The heat-re- sponsive device shall be listed and lab&d. Smoke and heat vents shall acrivwe fully when the vent cavity is exposed to a simulated fire or a lime/temperature gradient that reaches an air tempera0.tre of 500°F (260°C) within five minutes. Smoke and heat vents shall have Ihe capability of being opened by an approved manual opcra- ,lOll EXCEPTtONS: I. Cross sislcs used only for employee access ktwccn aislcr shall be 24 inches (6W.6 mm) or more in width. 2. Aisles reparaling shelver classified PI shelf rroragc shall bc 30 inches (762 mm) or more in width. 8102.10.2.2 Sprinklered buildings. Aisles in sprinklered buildines shall be 44 inches (I 117.6 mm) or more in width. Aisles shall b;96 inches (2438.4 mm) or m&e in width in high-piled storage areas exceeding 2.5C0 square feet (232.26 m*) in area and designated to contain high-hazard commodities. Aisles shall be 96 inches (2438.4 mm) or more in width in pub- lit accessible areas where mechanical stocking methods are used. 8102.7.3 Vent dimensions. The effective venting area shall not br less than I6 square feet (I .49 m2) with no dimension less than 4 ieel (12 19 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 IO feet (3048 mm) or more from occupancy separation walls separating other high-piled storage areas. Vents shall be uniformly located wlhin Ihe roof area above high-piled storage areas. 8102.8 Curtain Boards. 8102.8.1 General. When curtain boards are required by Table 81-A. cunain boards shall be provided in accordance with Sec- iton SlO2,8~ 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 m ceiling. Rack structural supports and catwalks are allowed to cross aisles at a height 6 feet 8 inches (2032 mm) or more above the level of the finished floor, provided that such sup- ports do not interfere with fire department hose stream trajectory 8102.10.4 Dead ends. Dead end aisles shall be in accordance with the Building Code (see UBC Chapter IO). 8102.11 Portable Fire Extinguishers. Ponable fire extinguish- ers shall be provided in accordance with UFC Standard 10-l. 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 (I524 mm) in any dimension shall be in accordance with Sections 8102 and 8103. 8102.8.2 Construction. Curtain boards shall be constructed of sheer melal, lath and plaster, gypsum wallboard, or other approved maretials which provide equivalent performance that will resist rhe passage of smoke. Joints and connections shall be smoke tight. 8103.2 Fire Protection. 8103.2.1 General. When fire sprinklers are required by Table 81-A. an approved automatic fire sprinkler system shall be in- stalled throughout the building or to one-hour-rated fire-resistive 1 1-235 -.- -~. -~. - - - - - .- - .- .- - - .- .- .- .- - TECHNICAL REFERENCE #9 - FIGURE 8101.4-A 6102 - 8102.6.1 - - - - - - -. - - - - - - - - 5 10 15 20 25 Percent by Weight of Unexpanded Plastic4 FIGURE S,01.4-A-MIXED COMMODITIES’~* (SW section SlOl.4.3) 3 1998 CALIFORNIA FIRE CODE ‘Ths mbit is intended ID detcnine the commodity classification da mixed commcdiry in a package, ciilton or on a pallet when plardcr arc involved, I IThc lollawing is an cxamplc of how 10 apply the table: A package containing i Class 111 commcdily bar I2 perccn! Group A expanded plastic by wl~me. The weighl ol the uncxpandcd Croup A plariic is 10 perccnl. This commodity is clanrified as a Class IV eommodily. If dx weight of Ihc unexpanded plank is incrcascd 10 14 perccn,. the clarrificalion changer to a high-hazard commodity. ‘Percenr b) Ydmm I “alum of plaktic in psllc, load Ta~al YOIY~C 01 pallcl load. including pallcl ‘Pcrcm by we,ehl ii Weight ofplardc in pallet load Tord weighl alpallel load, including pallet SECTION 8102 - GENERAL FIRE-PROTECTION AND LIFE-SAFETY FEATURES 8102.1 General. Fire-prorection 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 Type of Protection. Fire-detection systems, smoke and heat removal, curtain boards, small hose valves and slalions, and tire sprinkler design densities shall extend the lesser of 15 ieec (4572 mm) beyond the high piled storage area or to a pennanen! panition. When portions of high-piled storage areas have different fire-protection requirements due to commodity, method of storage or storage height, the tire-protection features required by Table 81-A within this area shall be based on the most resnictive design requirements. 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 classiried 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 ofTable 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. 8102.3 Separation of High-piled Storage Areas. 8102.3.1 Separation from other uses. Mixed occupancies shall be separated per Ihe Building Code. 8102.5 Fire Detection. When fire detection is required by Table 81-A. an approved automatic tire-detection system shall be installed throughout the high-piled storage area. The system shall be monitored and shall be in accordance with Section 1007. 8102.3.2 Multiple high.piled storage areas. 8102.6 Building Access. , 8102.3.2.1, General. The aggregate of all high-piled storage areas wllhln a bulldIng shall be used for application ofTable 81-A unless such areas are separated from each other by one-hour-rated fire-reslr~ive walls construcred in accordance with the Building Code Openings in such walls shall be protected by fire assemblies having a one.hour fire-protection rating. 8102.6.1 Access madways. When building access is required by Table 81-A, access roadways shall be pmvided to within I50 feet (45.7 mm) of all portions of the exterior walls of buildings used for high-piled storage. EXCEPTION: When BCCC9E roads CM”Ol be inrlallcd due LO topography. radwayr. wa,erwnyr. nonncwiablr grader 01 odxr rim,. 1-234