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Home My WebLink About1958 KELLOGG AVE; ; CB052683; Permitt, City of Carlsbad a , ' ' 08-24-200~ 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB052683 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: 1958 KELLOGG AV CBAD Tl Sub Type: Lot#: Status: Valuation: 2120920100 $130,000.00 Construction Type: COMM 0 NEW Applied: ISSUED 07/20/2005 SB 08/24/2005 08/24/2005 Occupancy Group: Reference #: Entered By: PENTON OVERSEAS INC. Project Title: INSTALL HIGH PILE STORAGE PALLET RACKS Plan Approved: Issued: Applicant: PACIFIC COAST INSTALLERS 800 EAST 15TH ST NEW PORT BEACH CA 92663 714 646-2121 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'I Renewal Fee Other ~uilding Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee Inspect Area: Plan Check#: Owner: CABOT INDl)STRIAL PROPERTIES L P DEPT#207 PO BOX4900 $638.96 $0.00 $415.32 $0.00 · $0.00 $27.30 $0.00 $0.00 $0.00 $0.00 I $0.00 $0.00 $0,00 $0.00 $0:00 $0.00 $0.0b SCOTTSDALE AZ 85261 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFO Payoff Fee PFF (3105540) .PFF (4305540) License Tax (3104193) License Tax {4304193) Traffic Impact Fee (3105541) Traffic ,impact Fee {4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECl:iANICALTOTAL Master Drainage Fee Sewer Fee Regev Parking Fee .Adclitjon~J Fees TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1,081.58 Total Fees: $1,081.58 Total Payments To Date: $415.33 Balance Due: $666.25 Inspector: BUILDING PLANS -, ri :::0::_ IN S I UR.AGE ~~..,3=- --= ATTACHED 08/24/05 0002 01 CGP Clearance: ------ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. 02 666-25 ? ~RMIT Al'1PLIC CITY OF CARLSBAD BUILDING DEPARTMENT ' 163~ Faraday Ave., Carlsbad, CA 92008 Address (include Bldg/Suite #) a.s CGP Lot No, Phase No. Total # of units Assessor's Parcel# Existing Use · Proposed Use #of Stories # of Bedrooms # of Bathrooms ra-:-;0WbRKlfRS;:-~SATION:'"""; ~,-·-:,r.··-.. -~·: ' ,,. '' ·. > ~-~ . ' , ·. ' ~~:-::-··"7:::·s_:::-~. ~Z'"'~s::r:'1.;::~77.' "::r:r:i".);:':-~-5'~87,':'.'",; ( : Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 1lf I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance Tthe work for which this permit is issued. ~ I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is 15s·ued. My worker's compensation insurance carrier and policy riumber are: 1 Insurance Company Sn.-:r§: C),n.. Policy No. 0 bl\ ye,a,_. ?...00:s Expiration Date a/a4-/QOof- 1 (THIS SECTION NEED NOT BE COMP;;,cD IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) 1 \ 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as \ to become subject to the Workers' Compensation Laws of California. WARNING: Failure· to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($1 000), in ti o the cost of compensation, damages as provided for in Section 3706 of the La or code, interest and attorney's fees. ,. s1GNATURE~~~~~£~~~~R;:-:-:::-:::::::;;::-::-::;;::-;-====;;;;::;;:;:::;:::::-;:::::;::;:;:::~;:::::;:-:. DATE -, M/os · tli:f::'q_vv'tEJirr1Io1tJ;ittf1:i]¢_i?iiilA1'.lQN.".' _:"_ :: .. :. :_ : .. c ... ,,,, ""_,:·:;,,,· ___ __ I hereby affirm that I am exempt from the Contractor's-License Law for the 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section ----~-Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO 2. I (have / have not) signed an application for a ·building permit for the proposed work. 3. I have contracted _with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions ot the work, but I have hired the followirig person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number): _____________________________________________ _ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): _______________________________________________________ _ . PROPERTY OWNER SIGNATURE , . . . DATE _________ _ ~MPtEiKiiH!~ S£pfioij;F<fR NON4iEsioif(rl4tauiLoifiG,'.PE'iiMJiiS:®W::~-~ ,,. ,:, ·:;; :: ·;,'.{ }'/ ~'.~-~~-S't{~(;_~ Ti!7~51.::-;:;·;:c-:-"' Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES ~ NO Is the applicant or future building occupant required to obtain a permit from the air poliution control district or air quality management district? D YES gJ NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES ~ NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF.THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. b,~Q_Q.f:,1§,J:~!l9!19H:~!!D1N.<tA§~N,(tY. ,_::;_; -~}.;: .:,, -_: ;,,~~--.,;;,, • :: .. ~:-·.::.;:,;_".,;;,\~,,;,;,::,_;-, ::;;::,,~~;-,,,;1£::~~,: :'~J:':'.'.;;::J'.:~\~:::;E:?:: ".;~_;;2::,:f~~:,i-.-:::-·~-1:::;: ,,:.~;y,~7~::,.;:,~, I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not.commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenc for eriod of 180 days (Section 106.4.4 Uniform Building Code). DATE ___,::,'-+/-=w=-,-,,Jo...,,s:,J-·. ___ _ YELLOW: Applicant PINK: Finance City of Carlsbad B'ldg Inspection Request For: 08/30/2005 Permit# CB052683 Inspector Assignment: Title: PENTON OVERSEAS INC. Description: INSTALL HIGH PILE STORAGE PALLET RACKS Type:TI Sub Type: COMM Job Address: 1958 KELLOGG AV Suite: Lot 0 Location: APPLICANT PACIFIC COAST INSTALLERS Owner: KIRBY FAMILY TRUST 04-04-1993 Remarks: pm please Total Time: CD Description 14 Frame/SteeVBolting/Welding 19 Final Structural ~omment Associated PCRs/CVs Inspection History Date Description Act lrisp Comments Phone: 8586880073 Inspector: L Requested By: TOM Entered By: CHRISTINE EsGil Corporation In <Partnersliip witli government for (}3ui{aing Safety DATE: 8/23/05 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 05-2683 PROJECT ADDRESS: 1958 Kellogg SET: III PROJ~CT NAME: Storage Racks for Penton Overseas Cl APPLICANT ~ al5I7iJJREVIEWER Cl FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ~l The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D'. . The plans transmitted herewith have significant deficiencies identified on the enclosed check list !=ind should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is .for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check ·list is enclosed for the jurisdiction to forward to the applicant contact person. D The applica·nt's copy of the check list has been sent to: r;gJ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: 1elephone #: Date contacted: . (by: ) . · Fax #: Mail Telephone ' Fax In Person [gj REMARKS: Please attach the layout plan (at building department at first submittal) to the final ., approved plan. By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC 8/16 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 f EsGil Corporation · In <Partnersliip witli qo11ernmentfor<Bui{ain9 Safety DATE: 8/ 15/05 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 05-2683 PROJECT ADDRESS: 1958 Kellogg SET:11 PROJECT NAME: Storage Racks for Penton Overseas &,ggi_~T CJ!URIS. 0 PLAN REVIEWER 0 FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes.· D the plans transmitted herewith will substantially comply with the jurisdiction's building codes when-minor deficiencies identified below are resolved and checked by building department staff. D . The plans transmitted herewith have significant deficiencies identified on the enclosed check list ~nd should be corrected and resubmitted for a compl.ete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans ~re submitted for recheck. D The applicant's copy of the check list_ is enclosed for the Jurisdiction to forward to the .applicant contact person. ·· ·i:gJ The applicant's copy of the check list has been sent to: D Tom Woertz 10930 Willow Ct. San Diego, CA 92127 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacte·: Tow WoertzJ/40 Telephone#: (858)207-2877 Date ~ : ~</~ (by: ~-Fax #: Mail.,/'felephoneP;a: In Person REMARKS: By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC 8/8 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 [. City of Carlsbad 05-2683 8/15/05 RECHECK PLAN CORRECTION LIST JURISDICTION: City of CarlsJ>ad PROJECT ADDRESS: 1958 Kellogg DATE PLAN RECEIVED BY ESGIL CORPORATION:: 8/8 REVIEWED BY: David Yao FOREWORD (PLEASE READ): PLAN CHECK NO.: 05-2683 SET: II DATE RECHECK COMPLET_ED: 8/15/05 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Gode, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department.· You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The f9llowing 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 Build_ing Code, the approval of the plans does not permit the violation of any state, county or city law. · A. Please make all corrections on the original tracings and submit two new complete sets of prints to: THE JURISDICTION'S SUILDING DEPARTMENT. B. To facilitate rechecking, please identify, next to each item, the stieet of the plans upon which each correction on this sheet .has been made and return this sheet with the revised plans. C. 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 the prior correction list, we have enclosed those pages containing the outstanding _ · corrections. Please-contact me if you have any questions regarding these items. D. 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? DYes DNo v Cj,ty of Carlsbad 05-2683 8/15/05 , Esgil Corp. did not receive the complete constriction detail of the rack. No response for the following corrections was submitted. 1. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural. changes to existing buildings or structural additions. Please include-the California license number, seal, date of license expiration and date plans are signed. Busines~ and Professions Code. 2. Provide a rack layout plan showing the location of all racks. ·3_ Only the storage racks are included in this plan review 4. Provide complete construction detail of the storage racks on the plan with engineer's seal and signature. · - 5. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1997 UBC. 6. UBC Section 107 .2 requires the Building Official to determine the total value of all construction work proposed under this permit Please provide a signed copy of the designer's or contractor's construction cost estimate of all work proposed . . 1. Provide a hote 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. 8. The tenant space ano new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. Show a path of travel from the handicapped parking space to the rack area and the bathrooms serving the rack area comply with all the current disabled access requirements. Title 24, Part 2. , 9. Obtain Fire Department approval for groups F, M and S occupancy storage per UBC Sections 306.8, 309.8 and 311.8. 10. Indicate the clearance from the new racks to the existing building walls and building columns. 11. Note on the pl.ans that the-rack design loads Will be posted per Section 2222.5. Recheck the "pallet" racks as foilQws: 12. Recheck all connections on sheet as follows: a) The rivet bearing capacity is only dtF~ = 0.406(0.0747)65 = 2 kips. b) . Provide calculations for all beam to bracket weld capacities per Section 2330 (allowable weld stress is the member thickness times 26 ksi times 1.33, or the weld stress, whichever is lower). c) Check the bracket maximum weak axis moment. 13. Provide calculations for the column weak axis bending plus axial for transverse seismic loading. The axlal load is the maximum compression load at the base from vertical plus City o~ Carlsbad 05-2683 8/15/05 ,seismic overturning. The column moment will probably be maximum for the lateral load from the base plate to the first diagonal brace {not only to the first horizontal member). 14. 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 ques~ions regarding these plan review items, please contact David Yao ~t Esgil Corporatlon. Thank you. / Es.Gil Corporation In <Partner~li.ip 'Witli. qo11emmentfor<Buifain9 Safety DATE: 8/3/05 JURISDICTION: City Qf Carlsbad PLAN CHECK NO.: 05-2683 PROJECT ADDRESS: 1958 Kellc;>gg SET:I PROJECT NAME: Storage Racks for Penton Overseas d:t~NT 0 JU IS. 0 PLAN REVIEWER 0 FILE D The plans transmitted herewith have been correGted 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. 0 The applicant's copy of th~ check list is enclosed for the jurisdiction .to forward to the applicant contact person. · · · · t:8:1 The applicant's copy of the check list has been sent to: D Tom Woertz 10930 Willow Ct. ·San Diego, CA 92127 ,I Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person cof?t:,t7d~. To Woertz Cv'j Telephone#: (858)207-2877 Date4~~W: gf_'f/{J> (by:~) . · Fax#: Mail...-/41ephone Fax In Person REMARKS: By: David Yao Enclost1res: Esgil Corporation 0 GA D MB D EJ D PC 7/25 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of. Carlsbad 05-2683 8/3/05 GENERAL PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PROJECT ADDRESS: 1958 Kellogg DATE PLAN RECEIVED BY E:SGIL CORPORATION: 7/25 · REVIEWED BY: David Yao FOREWORD (PLEASE READ): PLAN CHECK NO.: 05-2683 DATE REVIEW COMPLETED: 8/3/05 · This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need .clarification, modification or change. All items must be satisfied before the plans will be in tonformancel 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, co1.mty or dty law. · • To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet ·has been made and return this sheet with the revised plans. / • Please indicate here if .any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? D Yes D No _.) C.ity of Carlsbad 05-2683 8/3/'05 1. · Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. 2. Provide a rack layout plan showing the location of all racks. 3. Only the storage racks are included in this plan review 4. Provide complete construction detail of the storage racks on the plan with engineer's seal and signature. · · 5. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1997 UBC. 6. UBC Section 107.2 requires the Building Official to determine the total value of all construction work proposed under this permit. Please provide a signed copy of the designer's or contractor's construction cost estimate of all work proposed. 1. Provide a note bn 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. 8. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to.and fu_nctional for the physically disabled. Show a path of travel from the ,handicapped parking space to the rack area and the bathrooms serving the rack area _comply wit~ ~II the current disabled access requirements. Title 24, Part 2. H. Obtain Fire Department approval· for groups F, M and S occupancy storage per UBC Sections 306.8, 309.8 and 311.8. / 10. Indicate the clearance from the new racks to the existing building walls and building columns. 11. Note on the plans that the rack design loads will be posted per Section 2222.5. Recheck the "pallet" rack~ as follows: 12. Recheck all connections on Sheet as follows: a) The rivet bearing capacity is only dtfu = 0.406(0.0747)65 = 2 kips. b) Provide calculations for all beam to bracket weld capacities per Section 2330 (allowable weld stress is the member thickness times 26 ksi times 1.33, or the weld stress, whichever is lower). c) Check the bracket maximum weak axis moment. 13. Provide calculations for th~ column weak axis bending plus axial for transverse seismic loading. The axial load is the maximum compression load at the base from vertical plus seismic overturning. The column moment will probably be maximum for the lateral load from the base plate.to the first diagonal brace (not only to the first horizontal-member). City of Carlsbad 05-2683 8/3/05 14. 'The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project .. If you -have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. · / City ~f Carlsbad 05-2683 8/3/05 I VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao BUILDING AODRESS: 195'8 ·Kellogg BUILDING OCCUPANCY: PLAN CHECK NO.: 05-2683 DATE: 8/3/05 TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE ($) PORTION (Sq.Ft.) Multiplier Mod. • .. storage racl<s per city 130,000 Air Conditioning ' Fire Sprinkler$ .. TOTAL VALUE•: ' ' ·.-.. 130,000 Jurisdiction·Code cb By Ordinance .- 1994 UBC Building Permit Fee $638.961 / '. 1994 UBC Plan Check Fee $415.321 Type of Review: 0 Complete Review D Structural Only D Repetitive· F~ : ~~:I Repeats D Other D Hourly I -I Hour * Esgll Plan Review Fee $357.821 Comments: Sheet 1 of 1 macvalue.doc PLANNING/ENCINEERING APPROVALS PERMIT NUMBER Cl () C--. ?;_{? <g. 3 DATE _____ 7-'-/_2---~/ /_0~5"' __ ADDRESS (1~ /:;-~G<b . WESIDENffAL RESIDENTIAL ADDfflON MINOR ( < $10,000.00) NT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BiJILDINC OTHER--r-~-[-~------·~e ........ C_w~bJ:_._. ______ _ ·r·t PLANNER _____ .--+7~~·~J-·--· ____ ~\-~--- DATE z/2-; /& CC ----.-~+1 ~-~- DATE. pit¥ 7 m . . . Ca~lsbad Fire Department Plc:)TIRev:iew Requirements Category: Date ofReport:07-29-2005 tr' COMM . Re~ed by: __ 4 ...... ~~~------- Name: Address: PACIFIC COAST INSTALLERS 800 EAST 15TH ST NEWPORTBEACI:t CA 92663 Permit #: CB052683 Job Name: PENTON OVERSEAS INC. Job Address: 1958 KELLOGG AV CBAD INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review c~efully all comments attached. Please resubmit _the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0000597 Provide an automatic fire sprinkler system. Said system shall be installed in occupancies and locations as set forth in the California Building Code and the Carlsbad Municipal Code. When buildings are used for high-piled combustible storage, (greater than 12 feet and greater than 6 feet for certain higher hazard colhmodities), spri~lers shall be designed for the type and method of storage. The minimum design density is .45/3000 square feet; however, when a tenant proposes use of such speculative warehouse, densities may be required to be greater than the minimum depending on the commodity and method stored and/or processes employed. Entry: 07/29/2005 By: gr Action: CO Cond: BP022 Comply with Articles 1 and 81 of the California Fire Code for high-piled combustible storage. · High piled combustible storage is storage of combustible materials of more than 500 square feet where materials are stored over 12 feet in height from the floor to the top of the storage. ·For certain high-hazard connnodities, storage height over 6 :reet will require a permit from the fire department. Cond: CON0000598 If this is a new project and new installation then it shall be required that the applicant obtain a Thi~d-party Technical report. See Attached List of Consultants. Combustible storage report to show compliance with the fire code shall be provided by a qualified consultant. Entry: 07/29/2005 By: gr Action: DN Cond:CON0000599 Provide the design criteria of existing sprinkler system Cond: CON0000600 " Provide information of type of suppression/detection system in place. Cond: CON0000601 Provide information on smoke removal system; Type, Location, and specification of smoke removal system.· · Cond: CON0000602 Dimension and location of transverse and longitudinal flue space. Cond: CON0000603 Provide maximum pile volume for each storage array. Cond: CON0000604 Location of required fire department access door. Cond: CON0000605 Provide list of commodities in accord~c·e with Article 81 of the California Fire Code. A. t·. DARYL K. JAMES & ASSOCIATES, INC. A Fire Code Resource June 22, 2005 Carlsbad Fire Department 1635 Faraday Avenue Carlsbad, CA 92008 Re: High-P.iled Combustible Fire Protection Technical Opinion & Report Penton Overseas · 1958 Kellogg Avenue Carlsbad,.CA 92008 I OVERVIEW This report addresses high-piled combustible storage copditions proposed for a warehouse in an existing building. Daryl K. James & Associates, Inc. will demonstrate, through code references that the proposed storage arrays, construction, egress and fire protection system will be in full compliance with the 200 I editions of the California Building Co9e and California Fire Code as they relate to the described use and occupancy. This fire protection plan presented to you is complete and provides an.adequate level of fire and life safety to the occupants of the ·building. II DESIGNTEAM Compliance with California. Code requirements is based on data provided to Daryl K. James & Associates, 'me. by the following contact: Juan Ramirez, Traffic & Logistics Coordinator· Penton Overseas (800) 748-5804 III SCOPE . ~ This report specificaily addresses minimum requirements for proposed miscellaneous as well as rack storage within an existing building. Conditions other than storage arrays addressed or described herein are outside the scope of this report. Discrepancies between the information presented herein and actual conditions presented in this report are the sole responsibility of Penton Overseas. Verification of compliance with requirements and provisions \lddressed herein rests with the authority having jurisdiction and is outside the scope of this report. Page 1 Penton Overseas Page 2 of6 IV Pl[RP()SE OF REPORT » Identify and develop methods ofprotection from hazards presented by proposed storage arrays. 2. Present a design analysis relative to the acceptance of technologies, processes, products, facilities, materials and uses attending the design, operation or use of the building. V REPORT ELEMENTS » Provide a commodity analysis, detail methods of storage and determine fire protection requirements in accordance with fire code requirements and nationally recognized standards. » · Set limitations or mitigate conditions to achieve compliance with applicable code requirements and maintain control of storage conditions. » Outline storage maintenance safety guidelines and general safety procedures for occupant safety and building protection » Evaluate proposed conditions and offer an opinion relative to fire and life safety conditions attending the design of the building and the uses within. VI CODE ANALYSIS/TECHNICAL REFERENCES The purpoiie of the code analysis is to provide the Penton Overseas design team with technical information ang references applicable to both the design and maintenance of miscellaneous and high- piled combustible storage conditions. The following applicable codes and standards have been used for this evaluation: · » 2001 California Building Code (CBC) and Handbook » 2001 California Fire Code (CFC) and Code Applications Manual .> 1999 National Fire J,>rotection Association Standard 13 » Automatic Sprinkler Systems Handbook, Eight Edition » Manufacturer's Specifications-Ultra Kl7 Specific Application Sprinkler VII BUILDING DA.TA/OCCUPANCY CLASSIFICATION Occupancy Groups: Group B (office) and Group S-1 (warehouse storage) Total Building Area: 39,000 ft2 (Sole Tenant) Stories: One story with mezzanine designated as office space. Total Office Area: Approx. 12,000 ft2 Rework Area: Approx: 1,400 ft2 of area for repackaging of products (accessory use to S-1) Proposed Occupancy Use Detailed in this Report: S-1: Approx. 27,000 ft2 Existing Sprinkler Density: .33/3000 using 286°F Heads ' · 0 ccuo.ancv S, eparat1on R equ,rements as per CBC Table 3-B B S-1 B N N S-1 N N' In accordance with CBC Table 3-B, occupancy separations between Groups B and Group S, Division I p_ag~ ~-1 ',, Occupancies are not required'. Penton Overseas Page 3 of6 Special Hazards High-piled storage conditions present a special hazard as indicated in CBC Section 311.8. There are no additional special hazardous conditions such as; the storage, use and handling of flammable or combustible liquids, or open flame. (Technical Reference 1) VIII_ COMMODITY CLASSIFICATION Proposed Storage Array -Books, DVDs, CDs, Class 1-V & Group A Unexpanded Plastic in Cartons The storage of Group A Unexpanded Plastics in cartons will be stored on pallets, within the staging area, up to 12 feet in he(ght. Commodity in Cardboard Boxes Books: DVDs&CDs Mixed Commodities Class III Group A Plastics Weight of Group A unexpanded plastic materials, on ap.y given pallet, will be limited to less than 14% changing the classification to .Class N in accordance with CFC Section 8101.4.3 and Table 8101 .4-A. Plastic material is .dispersed throughout pallet loads in all cases. There is no significant plastic concentration on any pallet given that the main commodity is books. When disks or tapes are part of the package, the weight ratio to paper or cardboard is very disproportionate, therefore the low plastic content percentage. > First pallet weighed 415 lbs with 31 lbs of plastic materials; plastic ?ontents ranked at 7% )>-&econd pallets weighted ns lbs with 27.5 lbs ofplastic materials; plastics contents ranked at 3% > Third and last pallets weighted l,379 lbs with 14 lbs of plastic materials; plastic contents ranked at 1% IX MISCELLANEOUS PALLETIZED STORAGE-1200 ft2 STAGING AREA NFPA 13 Table .7-2.3.2.2 Discharge Criteria/or Class IV Miscellaneous Palletized Storage Storage Height Required Density/Area Existing Density/Area 10-12 feet OH-2 .33/3000 (EH-I) Conclusion: Existing sprinkler system is more than adequate to protect palletized miscellaneous storage in staging area. X-HIGH-PILED COMBUSTIBLE RACK STORAGE High-Piled Starage, as defined by CFC Article 2, Section 209-H Class IV Commodities stored on racks greater than 12 ft.; is defined as high-piled combustible storage therefore California Fire Code, Article 8 I are addressee! in this revised report. Storage Array Type of Rack: Storage Height: Single & Double Row Up to 22 ft. Page 3 I Commodity Class: , Ceiling Height: Aisle Width: Penton Overseas Page 4 of6 ,,.,. . + ..... Class I-IV 28 ft. 12 ft. XI CFC ARTICLE 81 GENERAL Fl.RE AND LIFE SAFETY REQUIREMENTS Ware/,ouse Storage Area The Ultra K-17 ha~ been proven for storage occupancies by full-scale fire testing and is designed to control high challenge fires in storage occupancies with relatively low required operating pressures. This allows for palletized or rack storage of Class I thrQugh Class IV commodities and Group A Plastics up to 25 feet. (Technical Reference 4) Manufacturer's Specific Application Guidelines/or the Ultra K-17 Sprinkler Head Type of Storage: Single, double, multiple-row and portable rack storage and solid piled or palletized. Commodity: Class I-IV, encapsulated or non-encapsulated, Group A and B plastics-cartoned, expanded or unexpended as well as exposed, unexposed. Maximum Storage Height: 25'-0" Max. Ceiling Height in Storage Area: 30' System Type: Wet Only Sprinkler Data: K-Factor 16_.8Thread ·size¾" Max.Coverage: I 00 ft2 Min. Coverage: 80 ft2• Clearance: 36" from deflector to top of storage Const. Type: All types-deflector distances. Hydraulic Design of: 15 Sprinklers at 22 psi Temperature Rating: 200° F Spa_cing: Same as large drop sprinklers Obstructions: NFPA criteria for large drop sprinklers. Deflector to Ceiling: Same as large drop. Column Protection: No additional column protection is required. Flue Space Nominal 6-in. transverse flue spaces between loads and at rack uprights shall be maintained in single and double row racks. Random variations in the width of flue spaces or in their vertical alignment allowed. Xl_l ADDITI()NAL CFC AR.TICL$ 81 REQUIREMENTS Access Doors: One or more access doors shall be provided in each I 00 lineal feet of exterior walls, which face required access roadways. Small Hose and Stations: Approved !.½-inch hQ~e valves shall be provided at approved locations. Hose stream and water supply duration shall be 500 gpm (total combined inside and outside) for 120 minutes. Aisles Widths: Aisle widths in high-piled .stor~ge area will be maintained at >44 inches. in accordance with CFC Section-8 I 02.10.2. Aisles between racks shall be maintained at >/=8 feet. Clear Height: Aisle width shall extend from floor tQ ceiling. Structural supports can cross at 6' 8". Dead Ends: Where more than one exit or exit-access doorway is required, the exit access shall be arranged such that there are no dead ends in hallways and corridors more than 20 feet in length. Fire Extinguishers: Minimum 2A:30BC rating will be provided within every 30 feet of foot travel. Smoke & Heat Removal Smoke and heat v~nts shall be of an approved type and shall be labeled. Smoke and heatvents shall be operated automatically by activation of any one of the following: I. An approved fixed temperature heat-responsive device rated between I 00° and 200° F above estimated ambient temperatures. 2. An approved rate-of-rise device, or Page_4_ / 3. Approveq heat-sensitive glazing designed to shrink and drop out of the vent opening. Penton Overseas Pa~e 5 of6 The heat responsive device shall be listed and labeled. Smoke and heat vents shall have the ability of being opened by an approved manual operation. Vent area shall not be less than 16 sq. ft. with no dimension less than 4 ft. excluding ribs or gutters having a total width not exceeding 6 inches. Smoke and heat vents shall be located in accordance with Table 81-B. Vents shall be located 20 ft. or more from lines of adjacent properties and 10 ft. or more from occupancy separation walls separating other high- piled storage areas. Vents shall be uniformly located within the roof area above the high-piled storage areas. Class I-IV Commodity. Storage Height up to 22 ft. Vent area to floor area ratio: · 1:50 Maximum spacing of vent cente~s: ·1001 Maximum c;listanr;:e to vents from wall 50' (Tec_hnical Reference 3) XIII EGRESS SYSTEMS The Penton Overseas design team has indicated that they will comply with applicable code requirements for egress. The basic layout of the building shall be in conformance with exiting and egress requirements of Article 10 of the 2001 CBC. All exit doors are at least 3 feet wide, 6' 8" in height, and proper exit signs over each exit doorway will be_ provided. Exit Doors • Openable without the use of a key or special knowledge. • Maintained access,ible and free from obstructions at all times. Minimum Nu.,,,,ber A minimum.of 1 exit is required for the following: . • B Occup; <30 (occup load calculated at 100 sq. ft/person) • S-1 Occup; <30 (occµp load calculated at 100 sq. ft/person) Exit Paths • Illuminated whenever building is occupied. • >/=I foot candle at.floor level. • Identified-by exit signs in accordance with CBC Section 1003.2.8 • Exit signs illuminated at all times with either self-luminous signs or power supply provided by building wiring with 1.5 hour battery backup. Power Supply • Standard building power: <I 00 Occµpants • Normal building power with emergency system >/=100 Occupants •, Emergency system to consist of 1.5 hours battery backup; 2 hours duration generator Aisles • Provklect from .all. o.ccupie.d points.if the building furnishings, equipment, etc. • Non-puplic accessible: >/=24 in. and public accessible; >/=36 in. Corridor Width ~a_g_e 5 j • • </=50 Occupants:>/=36 in. · >50 Occupants: >/,;::44 in . Travel Distance • B Occup: </=25Q ft. • S-1 Occup: </=300 ft. Penton Overseas Page 6 of 6 XIV GENERAL SAFETY PROCEDURES ~ Storage commodity, height and aisle widths will be maintained in accordance with the terms of this report. Any change to operations shall be approved· by the Carlsbad Fire Department prior to implementation ~ All employees will receive special training on the use of portable fire extinguishers of the type to be provided in this building. >-An evacuation plan will be in place. > Exit doors will be maintained unobstructed and will be opened weekly to ·ensure operation. XV OPINION Based on the code research conducted in support of the development of this fire protection plan, and the recommendations ,provided herein, it is our-opinion that the miscellaneous storage within the staging area and proposed racking system will be in full compliance with the 2001 editions of the California Building Code and California Fite Code as it relate.s to the described use and occupancy. We feel this fire protection plan is complete and provides an-adequate level of fire and life safety for the occupants of the building. If,. after reviewing this report, you have any questions or comments, or you are iri need of further infonnation, 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 K. James, CA Certified FPO III (RET FM) President/Chi~f Gonsulting Officer Page 6 I Page 71 BY ........ _q.~ .. .9.!:!AN!AtL. DATE .... ..?.::.~.~.:9.? ...... . SUBJECT.. ...... , .............. \ .. . RACK DESIGN & ENGINEERING CO. 412 WE~T BROADWAY #204 GLENDALE, CA. 91204 TEL:(818)957-2980 FAX:(818)240-3813 STRUCTURAL CALCULATION.S OF STORAGE RACKS FOR: PENTON OVERSEAS 1958 KELLOGG AVE. CAR LS BAD, CA. PER CBC 2001 EDITION STORAGE RACKS CAPACITY: 2400 # / LEVEL CALCS. 1 THRU 4 DRAWINGS: RD-9986 SHEET NO ............ L ......... . JOB NO •....... ~P.::-.~.~.~.?. .. BY ......... q,: ... 9.~A~!A~ ... . ,. 7-18-05 DATE ................................ . SUElJEC!. ...... p ............. ,z .. . RACK DESIGN & ENGINEERING CO. 412 WEST BROADWAY #204 GLENDALE, dA. 91204 TEL:(818)957-298!) FAX:(818)240-3813 • 0 (0 b (0 96" r ~ ~:t===========~~==~ C'l b (0 b (0 ,., .· ... :•. -·~·-.. . .. ........ ...~ ~ fGb· l 2 3/-4-" l .. . .. lx=1.5 Sx=.8 Fy=50 KSI •. SEISMIC DESIGN V= 2.SCaxWxl/R CBC 2001 1=1 R=4.4 & 5.6 Ca =.44 W=D.L+ LL MORE THAN 4 COLUMNS W=D.L+ L.L./2 LOAD PER COLUMN P= 4x2.4 =4.8 K 2 W=.1 + 4.8 =4.9 K O.L L.L. V= 2.5x.44x2.-5 K = .4 K LONG. 5.6x1 .4 V= 2.5x.44x4.9 K= .9 K TRANSV. 4Ax1 .4 42" 42" r r r r 2400 # / LEVEL + 25% IMPACT LOAD 1500 # / BEAM M= 96"x1.5K = 18 "K 8 -18 "K_ SR-30 ,.... .6<.8 !::. = 5xWxL3 = .4" <~ =.53" 384xlx xE 180 LONGfT. SEISMIC ,__ ______ .16 K b (0 1---------r--.12 K ,__ _______ .08 K 1--------+--.04 K b (.0 .4 K SHEET NO ............ ? ........... . JOB NO ........ ~.Q::-::~.~.?.?. .. 42" r r 4 "K 4 "K 7 "K 7 "K 9 "K 9 "K 1Q "K 10"K BY ........ _q.: ... 9.!:!AN!A.~ ... . DATE ..... ?.:::.~.~.:::9.~ ...... . SUBJECT. ........................ . RACK DESictN & ENGINEERING CO. 412 WE$T BROADWAY #204 GLENDALE, CA. 91204 TEL:(818)957-2980 FAX:(818)240-3813 SHEET NO ........... ~ .......... .. JOB NO ........ ~P.-:-:-.~.~.?..?. .. COLUMN ANALYSIS 1' ,. t~ hr~ [~ Fy=50 KSI A=.78 Sx=,80 rx=1.2 ry=1.1 COMBINED STRESS RATIO L+ _M_ = 4·9 + J.Q.. = B< 1 33 Pa Max 18 24 · · BASE PLATE ANCH. TENSION -1a"K-(4•9 Kx3") = 0 6" ANCHOR SHEAR = ~ = .45 K 2 (2)-1/2"¢ ANCHORS/BASE PL. @ BACK/BACK (4)-1/2"¢ ANCHORS/BASE PL. @ SINGLES ESR-1385 OR EQUAL. (NO INSPECTION REQ'D) DESIGNED FOR 1 /2 STRESS MOMENT AT BEAM CONN.ECTION 7 /16"¢ RIVET A ~ . 1 Fy = 79 KSI 4 PIN CONNECTOR Ma = 3.0 Kxa"x1.33 =32 "K CONN. Kl= 60 = 50 r:x 1.2 Kl::::: 52 =47 ry 1.1 ... . .. :· . . . . Fe= ~= 114 ( Kl )2 rx Fn=Fy(1-Fy )= 44-KSI 4Fe P0 :F0 xA = 34-K p = .J:!L_ = 1 8 K a 1.92 10 "Kl __J8"x8"x3/8" SINGLES .. .. . . •" .... •• ,1r,4 •. . •. ,• . . ... ~ ..... ~ .. 6" 8" ASTM A354-79 3 PIN CONNECTOR Va = .1 x79x.4 = 3.0 K Ma = 3.0 Kx4"x1 .33 = 16"K CONN. BY ......... ~.~ .. .9.!:1A~!AN .. .. DATE ..... ?::-::.~.~.:::9.:?. ..... . RACK DESIGN & ENGINEERING CO. 412 WEST BROADWAY #204 GLENDALE, CA. 91204 TEL:(818)957-2980 FAX:(818)240-3813 SHEET NO .......... .4. ........... . SUBJECT, .......•....•... , .... , ... . TRANSVERSE SEISMIC (OVERTURNING) Mor= 1.8Kx240"x.5x1.15 =248"K MR = 4.9Kx42" = 206"K UPLIFT=(248-206)/ 42=1 K LOAD TO DIAGONAL P = 1 .8 Kx M = 2.2 K 42 Fy=50 KSI. A=.31 rx=.48 Q=.74 L= 56" CHECK WELDS Pa= 3.5 K 1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL) 3x.125x. 707x70x.3 = 5. 7 K CHECK SLAB 4-900 I 5" CONCRETE SLAB t888 ~~~-ii~E- 4.5" 9" 13.5" 13.5" 27" JOB NO ........ ~.'?..-::-.~.~.?..~ .. TOP LEVEL LOADING K " "K Mor= .4 x240 = 96 K " "K MR = 1.6 x42 = 67 D BOTH SIDES TYP. 1 /B ' /o 1 1/2" !ffi-x D D t=.07" ' D > / D SEC. B-B 4900 = 4 9 a' 1000 . a" 4.9x144=706. ..Jios°=27" M= ( 1 9 2 t x1 000x 1 x12 = 3375"# 2 S= 12~5 = 50 3JZ5 = 67 < 1.6 'V200Q =72 el