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Home My WebLink About1969 KELLOGG AVE; ; CB993044; Permit. City of Carlsbad 10/1 ;3/1999 Commercial/Industrial Permit Permit No: CB993044 Building Inspection Request Line (760) 438-3101 Job Address: 1969 KELLOGG AV CBAD Permit Type: Tl Sub Type: Parcel No: 2120921200 Lot#: Valuation: $85,400.00 Construction Type: Occupancy Group: 28 Reference #: Project title: M V TECHNICAL-3050 SF Tl Applicant: bON VEASEY CONSTRUCTION INDUST 0 VN Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 08/13/1999 RMA 10/12/1999 10/13/1999 2757 4 COMMERCE CTR DR TEMECULA CA 92590 4954-10i13/99 0001 01 C-.. PRMT 909 694-1957 ( I :S.~~----\'1/ \ Building Permit (? f) ( $56o':'Oi"~ , 7 Wfi.ter Con;fleet---1 \ Add'I Building Permit Fee 0 $0.09 ·,. ~te~ife /;::. 1 \ \ CJ_,, j Plan Check \ $364 g1i1 -~~dll Recl:-_y'(a~r Con. Fee , Add'I Plan Check Fee \ ..S'$o{q.~A ~fl~) Pafo~lvj ;1 Plan Check Discount \ \'~$0.0<L_~ iji;,ff ,;J -:.<JY 1 Strong Motion Fee \ $1'7~37~ -· Pyf-{~@-F-und) / Park Fee "-$0109 ~ ',tcense Tax / LFM Fee ~ $0:00 1NcoRftiMl'fS'B Tax,(CFD~F-und) 1 Bridge Fee ~,/$,O':bo"--1~faffig)IT\pa~t fe:St? / BTD #2 Fee ~4 %9(00 -Traffi9--l~pact\fSl:iFupd) BTD #3 Fee '-'lO~q() /? (~EM~ iTi;a'nsport~tior:i-Fee Renewal Fee ._ $0:uo/ t_r1 R,6,llifM§lmd'TOJAr' Add'I Renewal Fee $0.0_0 El:ECTR9b:--TOT AL Other Building Fee $0.00---MEGHANICAL TOTAL Pot. Water Con. Fee $0.00 Master Drainage Fee: Meter Size Sewer Fee: Add'I Pot. Water Con. Fee $0.00 Redev Parking Fee: TOTAL PERMIT FEES $711.94 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $110.00 $24.00 $0.00 $0.00 $0.00 $1,075.95 FINAL APPROVAL Date: f-.,,,-z 1--00 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 Carts bad 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 imposifion. · You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions.DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which ou have reviousl been iven a NOTICE similar to this or as to which the statute of limitations has reviousl otheiwise ex ired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 02 Pr() \ 711, .. 94 '{o\o':\00 FOR OFFICE USE ONLY PERMIT APPLICATION ~ .. PLAN CHECK NO. c;_q ---;JIJ1/'-f EST. VAL. 515). 400 CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 Plan Ck. Deposit · f-/ t t) f Validated Byr-.:,._,_-,----j--+--"------ Date __ ...,..,'1-,f--J"-'1-+-1-'----,r------ Business Name (at this address) Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Assessor's Parcel # Proposed Use, Name · =~~ Address~-,----· City ~.:.Q.Q.flll:ltA91:Q~.9.MeANXN~l\r1E .::::::=-:-" .. _:.;,,,_:,. ,_,.:-.::~:~=:.:-.~_;::;: __ ,,,,,_.-_,,,--,.,,,,,,-, (Sec, 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law ,[Chapter 9, commending with Secti<:m 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged ,exemption. Any violati of Sec ion 70 1.5 by any applicant for a ermit subjects the appli t to a civil, enalty of not more than five hundred dollars [$50Q]). C City Business License # Designer Name Address City State/Zip Telephone State License #-----~---- re:;;,,,.Y\{<'>RK£8jli C0MmiSATI~~;'""-··-, -: • -:,-, ---:-,~~-,.,~-:;;~-, -, -.-,-.,,,,::-"'.0:;":~:;z:rsr~"Y::~p-;;::-::::·~r:::~.:-~:-,x-s:~?::,j Workers' Compensation Declaration: I hereby affirm under penalty, of perjury one of the following declarations: · D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. · · ~ I have and will maintain workers' compensation, as required by Section 3700 of the Lago;, ~o~ f,11,r ..tJl.e performance of the work for which this permit is issued. My worker's mpensation i surance carri.er and polic numbe re: IT L? :L.:6--0 . J J Insurance Company . Policy No. ~ . Expiration Date 4µ0 fl (THIS SECTION NEED.NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) t D CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this ,permit is.jss·ued, I shall not employ arw 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 ($100,000), in addition to the cos of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE .IA,{ ( ·{A-pi/ DATE g,-: 1 0 ..-. <? q , ~WNER~BUILDER):f 1"il)i;j:joti: .::·· ... ,_" : -·;· ·:' -":-:-;,,,~-,,,,.:,•, ,·.,_:z:c <,·:: '.'·.">< ,•' :f:'.:;~~;fld:;,:~,;,;;:,2.!SL\.~c:,::;':~-~'·',:~~;:;t-t:-:=:::,:1~i'k'i2"·;'.i · I hereby affirm that I am exempt from the Contractor's License Law for the following reason: D 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 d[d not builcj or improve for the purpose of sale). D I, as owner of the property, am exclusively contracting with licensed cqntractors 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). D 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. tJ YES ONO 2. I (have'/ have· not) signed an application for a building permit for the proposed work. 3. I have contracted,,with thr:, following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I.plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number): __ ~----------,------~-------------~------------- i,;. 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------------------ tif,QM,P.,~,M"Jfil!:!JS,.Si,,Q'J:JP,f!J,Q'ii N'<lfl.:!!f$1PPlT!AI. ~.l!,11,,QIN~.tP.i;.~M!if§;_Q~!iX ,,~_;;;,.;:__ ~£::...: L:: <25:!iZ:::., : .. < .:2.;!: _,:;,;_ L!.1::",},,~;: &:~.~,, Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES ~ NO Is the applicant or future building occupant require~:to obtain a permit from the-air pollution control district or air quality management district? D YES ~ NO Is the faciiity to be constructed within 1,000 feet of the outer boundary of a school site? .0 YES Ol, NO , IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED 6'NLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL.DISTRICT. ls.i'.lJ:&Q.~~J';}l.!,l,Q]IQ,rj'.,!;,efiQl~~AGl;H,~L. :::-~ .·£', '.,;, ~, _,; ~-~v. t~'.;;.~;,:j\PPL!P~t·.Q!:.RI!flt$~I{Q.N!,L~ ,: :::-.-::~::....~·.:::3:~,,::;::-J.,;~::t.:.;_;,:'.L;.:;;; ;;;,:,i~· ;:,,;:;;::;·:~::· ,.::L~; ;. ~i,:l;:~f:'<:i(.:..~.:::.::: ...... :[, I certify that I have read the application and state that the above information is correct an~ 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 CIT-YIN CONSEClUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction 6f structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the pro11isions of this Code shall expir.e by limitation and become null and void if the building or work authorized by ,such permit is not commenced within 365 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 comme?ced for a period of 180 days (Section 106.4.4 Uniform Building Code). / f q APPLIC_ANT'S SIGNATURE -11m'tJt:Y\ '1 () , 1) CIY\{{;-U'(,"b,( ·· DATE ~~~p..,_...1...,,.~'1____,_[ _____ _ ·• WHITE: File YELLQW: Applicant PINK: Finance Inspection List Permit#: CB993044 Type: Tl INDUST M V TECHNICAL-3050 SF Tl Oat~ Inspection .. Item Inspector Act Comments 1/26/2000 89 Final Combo PD AP FINAL 12/7/1999 14 Frame/Steel/Bolting/Weldin PD co 12/3/1999 14 Frame/Steel/Bolting/Weldin PD co NO PLANS 11/24/1999 14 Frame/Steel/Bolting/Weldin PD co SEE NOTICE ATTACHED 1.1/19/1999 14 Frame/Steel/Bolting/W~ldin TP co SUPP INSUL IN WALLS SEE NOTICE ATTACHED 11/15/1999 14 Frame/Steel/Bolting/Weldin TP AP T-BAR CEIL CAL RM 11/15/1999 34 Rough Electric TP AP CEIL LITES CAL RM 11/15/1999 44 Rough/Ducts/Dampers TP AP DUCT CAL RM 11/1/1999 17 Interior Lath/Drywall TP PA FULL HT WALLS REQ DW BOTH SIDES 10/28/1999 14 Frame/Steel/Bolting/Weldin TP AP DMZ WALL REQ D.W. FULL HT. BOTH SIDES 1 Oi28/1999 24 Rough/Topout TP WC 10/28/1999 34 Rough Electric TP AP WALLS 10/28/1999 44 Rough/Ducts/Dampers TP WC 10/19/1999 14 Frame/Steel/Bolting/Weldin PD co SEE NOTICE ATTACHED 10/14/1999 14 Frame/Steel/Bolting/Weldin PY co Wednesday, JanuarY 26, 2000 Page 1 of 1 EsGil Corporation· 'l.n Partnersliip Witli (jovemment for !Buiftfing Safety DATE: 10/12/99 · JURISDICTION: Carlsbad PLAN CHECK NO.: 99-3044 PROJECT ADDRESS: 1969 Kellog Ave. PROJECT NAME: MV Technical TI SET: III CJ FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. • The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified in Remarks below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: • Esgil Corporation staff did not advise the .applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted:. Telephone#: Date contacted: ·(by: ) ( j~x #: Mail Telephone Fax In Person ~ • REMARKS: Please have the applicant slip th accompanying Set Ill sheets A-1 into the tw,o city held Set II plans and change them Set Ill plans. The applicant will carry the perforated Owner Set Ill plans and 2 Set II sheets A-1 to the C_ity of Carlsbad Building Department today. The applicant was a ised that a permit may or may not be issued at the time of delivery. Please attach the ack plans to the Set Ill plans. By: Mike Puckett Esgil Corporation D GA D MB D EJ D PC Enclosures: log tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation '1.n Partners/i.ip wit/i. (jovemment for '.Builaing Safetg DATE: 10/4/99 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-3044 PROJECT ADDRESS: 1969 Kellog Ave. PROJECT NAME: MV Technical TI SET: II D APPLICANT ~ D PLAN REVIEWER D 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 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. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. II The applicant's copy of the check list has been sent to: Don Veasey Construction 27575 Commerce Center Dr. Temecula, Ca. 92590 • Esgil Corporation staff did not advise the applicant thatthe plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person • REMARKS: The Building Department please note that storage racks and chain link fencing have been included in this plan submittal. By: Mike Puckett Esgil Corporation D GA D MB D EJ D PC Enclosures: 9/22/99 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (~58) 560-1468 + Fax (858) 560-1576 Carlsbad 99-3044 · 10/4/99 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 1969 Kellog Ave. DATE PLAN RECEIVED BY ESGIL CORPORATION: 9/22/99 REVIEWED BY: Mike Puckett FOREWORD (PLEASE READ): PLAN CHECK NO.: 99-3044 DATE REVIEW. COMPLETED: 10/~/99 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. 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, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1161. 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 921'23, (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. The following items listed need clarification, modification or change. All items must be satisfied before. the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. Carlsbad 99-3044 10/4/99 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 mc;1de not resulting from this list? D Yes D No The following corrections are items not completely addressed from the previous plan review or are in response to new information provided. 1. Please include in the Engineer's calculations the design for the installation of the 8'-0" chain link fencing per the loading in UBC Table 16-B. 2. Please revise the MECH-1 document to show the added HVAC for the calibration lab. Provide the supporting MECH-calculations. 3. Please provide the listing .information for the new· HVAC. Show that the HVAC unit is approved for interior installation or show a listed split system. 4. Please note on the plans that the design live load for the racks shall be posted in a conspicuous location as per UBC Section 1607.3.5. 5. Please obtain Fire Department approval for the -racks. 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 Mike Puckett at Esgil Corporation. Thank.you. . ·-,[ .... :~ ·.:.:: :',,•~-·. "J I •.. EsGil Corporation '.ln Partnersliip Witli (jovemment for '.Buifaing Safety DATE: 8/31/99 JURISDICTION; Carlsbad PLAN CHECK NO.: 99-3044 PROJECT ADDRESS: 1969 Kellog Ave. PROJECT NAME: MV Technical TI SET:I O~ANT ~ D PLAN REVIEWER D 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 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 the check list is enclosed for the jurisdiction to forward to the applicant contact person. • The applicant's copy of the check list has been sent to: Don Veasey Construction 27575 Commerce Center Dr. Temecula, Ca. 92590 • Esgil Corporation-staff did not advise the applicant, except by mail, that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person D REMARKS: By: Mike Puckett Enclosures: Esgil Corporation D GA D MB D EJ D PC 8/16/99 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 99-3044 8/31/99 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 99-3044 OCCUPANCY: B/Fl/Sl TYPE OF CONSTRUCTION: VN ALLOWABLE FLOOR AREA: SPRINKLERS?: Yes REMARKS: JURISDICTION: Carlsbad USE: Office/Mfr/Warehouse ACTUAL AREA: 3,054sf TI STORIES: HEIGHT: OCCUPANT LOAD: 12 TI DATE PLANS RECEIVED BY JURISDICTION: 8/13/99 DATE PLANS RECEIVED BY ESGIL CORPORATION: 8/16/99 DATE INITIAL PLAN REVIEW COMPt..ETED: 8/31/99 PLAN REVIEWER: Mike Puckett 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 speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up .list when you submit the revised plans. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw.dot Carlsbad 99-3044 8/31/99 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: · 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1161. 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 2p8, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their .Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be·reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. Please revise the statement on the Title Sheet of the plans that this project shall comply with Title 24 and tne 1997 UBC, UMC and UPC and 1996 NEC. 3. Provide a fully dimensioned floor plan showing the size and use of all rooms or areas within the space being improved or altered. Section 106.3.3. 4. Show any existing fire rated area separation walls, occupancy separation walls, demising walls, shafts or rated corridors. Identify and provide construction details for proposed new fire rated walls. 5. A complete description of the activities and processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification in Tables 3-D and 3-E possible. The building official may require a technical report to identify and develop methods of protection from hazardous materials. Section 307.1.6. Please note that a County Haz Mat approval does not address the same concerns as the UBC. Show all chemicals/materials that will be used and provide the manufacturer's MSDS sheets for the chemicals and classify the materials as per their physical or health hazard as per Tables 3-D and 3-E. Please explain what activities and processes occur in the Trillum and Calibration rooms as well as--in the entire facility. 6. Exits shall not pass through kitchen~. store rooms, or spaces used for similar purposes. Section 1004.2.2. The Cal.ibration Lab cannot exit through the warehouse. Please revise the plans to show an approved path of exit from the Calibration Lab to the exit access, exit and exit discharge. Carlsbad 99-3044 8/31/99 7. Per the City of Carlsbad request, please note on the plans that "No AC cable or Rom ex wiring methods are allowed". 8. Show exit signs on the electrical lighting plan(s). As per Section 1003.2.8, provide two sources of power to exit signs and exit illumination. 9. On sheet M1 in the equipment schedule, HP-9 is not listed but is shown to serve the Calibration Lab. Is this existing as the other units shown or new? If new, please provide the required Energy calculations and MECH-1 documents on the plans. Provide all the manufacturer listing information for the unit. If the roof top unit weighs more than 500 lbs., please provide design and calculations from the Architect or licensed Engineer for the support of the roof top unit. 10. Provide mechanical ventilation in all rooms, capable of supplying outside air at a minimum rate of 15 cubic feet per minute per occupant. USC, Section 1202.2.1. 11. Please revise the statement on sheet M-1 to state that smoke detectors are required when the cfm of the HVAC equipment exceeds 2,000cfm. They are not required for a cfm of 2,000 or less UMC Section 608. 12. Provide multiple switch lighting controls per Title 24, Part 6. 13. Please show a minimum of R-19 in the ceiling of the proposed Trillum and Calibration rooms. 14. Provide complete energy designs for the proposed changes in the lighting systems. Provide the completed L TG-, and MECH-forms. showing energy compliance. 15. The completed and signed L TG-1 forms must-be imprinted on the plans. 16. Please show on the plans that the existing restrooms are disabled accessible complying or show on the plans that the restrooms will be revised to comply with mandatory uprades. Carlsbad 99-3044 8/31/99 To speed up the review proce;:;s, 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 D No 0 The jurisdiction has contracted with Esgil Corporation located at 9320 Ches~peake 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 Mike Puckett at Esgil Corporation. Thank you. Carlsbad 99-3044 8/31/99 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 99-3044 (Revised 9/2/99) PREPARED BY: Mike Puckett BUILDING ADDRESS: 1969 Kellog Ave. BUILDING OCCUPANCY: B/Fl/S1 BUILDING PORTION I BUILDING AREA (ft.2) Tenant Improvement 3,050 - Air Conditioning Fire Sprinklers TOTAL VALUE I . DATE: 8/31/99 TYPE OF CONSTRUCTION: VN VALUATION I VALUE MULTIPLIER ($) 28.00 85,400.00 ' ' 85,400.00 D 1994 U~C Building Permit Fee • Bldg. Permit Fee by ordinance: $ 599.83 559.83 D 1994 UBC Plan Check Fee • Plan Check Fee by ordinance: $ -363.88 Type of Review: D Complete Review D Structural Only D Hourly O Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 311.91 291.11 Comments: Sheet 1 of 1 macvalue.doc 5196 I PLANNINC/ENGINEERING APPROVALS . . PERMIT NUMBER CB C7[CJ 3olflf DATE ------- ADDRESS ---+A~{, ar~ . ./--· ...._~_~r--~ ....... s_h!: __ fAJII(_· ___ . · _____ _ "RESIDENTiAL RESIDENTIAL ADDITION MINOR < <.$10,000.00> r) o.l PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLACE FAIRE COMPLETE OFFICE BUILDINC DATE -------- ENGINEERQ~ DATE f/(>h9 4 lJh~-#-~~ &,\_ 1-c;n\J)"\ f°oOM.? 6-ff...'ce_J "'-'.f'l-1..J~Vr,~) <..A)4fei-,~JJ-(_? :r:. iUU.cL h> l,LAa--v 1'-1\. or-W N (M.,+e,r;vV\.L r--ec,v.'r-tJ tt_--ef. . frl)c> /. ck~rJ.;0 o"' yu:.Jr &4,,\}\Pe_r1 a1' tl£)FeeA,i ,e..,-} -h:, ()uy ~A~f<>l'~dl'- ~ }'PIAf b,e req\J1n•d, it).,A,~k 43g,,1b, ~ 'f37-t./ DoCS/Mlsforms/Plannlng Engineering Approvals £°1\j}l\t".(I,.;'» D,pp t, . . . Carlsbad Fire Department 990305 2560 Orion Way Carlsbad, CA 92008 Fire Prevention (760) 931-2121 Plan Review Requirements Category: Building Plan Reviewed by: Date of Report: 08/25/1999 ------------ Name: Don Veasey Construct Address: 2757 4 Commerce Ctr Dr. City, State: Temecula CA 92590 Plan Checker: Job Name: MV Technical _______________ ...;._.....;....---½--- Job Address: 1969 Kellog Av D Approved D Approved Subject to [8] Incomplete Review FD Job# 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 str;1ndards. 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. 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 / 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/ or specifications to this office for review and approval. 1st ·990305 2nd FD File# 3rd Other Agency ID f, Ca_rlsb~d Fire Department . 990305 2560 Orion Way Carlsbad, CA 92008 Plan Review Requirements Category: Fire Prevention (760) 931-2121 Date of Report: 09/24/1999 ----------------,-- Building Plan Reviewed by: Name: Don Veasey Construct Address: 2757 4 Commerce Ctr Dr. City, State: Temecula CA 92590 · Plan Checker: Job #: 990305 ------- Job Name: MV Technical Bldg #: CB993044 ---'------------------------Job Address: 1969 Kellog Av Ste. or Bldg. No. -------------------------ili Approved D Approved Subject to . [81 Incomplete Review FD Job# 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, m·ust 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. The item you have submitted for review has been approved subject to the attached conditions. The approval i$ based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards . The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and I or standards. Please review carefully all comments attached. Please resubmit the necess_ary plans and/ or specifications to this office for review and approval. 1st 990305 2nd FD File# · 3rd Other Agency ID !J Carlsbad Fire Department 2560 Orion Way Carlsbad, CA 92008 Plan Review Date of Report: 09/24/1999 ----------------------- Name: Don Veasey Construct Address: 27574 Commerce Ctr Dr. City, State: Temecula CA 92590 Reviewed by: 990305 Fire Prevention (760) 931-2121 · Plan Checker: ..__ ______ --'--------_99_0_3o_5 ____ _ Job Name: MV Technical Job Addres·s: 1969 Kellog Av Ste. or Bldg. No. Rack plans to be submitted separately. Rack plans are not approved with this report. " ,.i S. D. C. Fax:619-460-1?52 Sep 17 '99 12:38 P.01 ;} , • I ' ::· STRUCTURAL 'DESIGN ·coNSULTANT .&. ASSOC. . . ··" -. . . -.. . . -·· SYJ·C&A : .~. . .... ·:·: ·-< :'. . . > .: .. _ :_ . : . . . -. 1S2B5 '~:STFef:l.;s'UTE ll _LI\ ,t-ESA.. .CALF . .t9l94l::.238l r--. .. . /--r~':1250 ::"F~~619--460-J252 ., -PAGE NO. l · ·soc ,:# Cf "t t 2.. ~ DA~~_-·j7--~· . . . . : : ~ . . . . -. . . . : : . : : . . ' . : : ?!·:-::: _: : ::1:::]::: \f trJ::Ff ~[?:Gt:ildKL::1 :;f J~;:i ):: i: J2f •;• •}•::::: :: ............ -........ : ......... : .... : ... : .\ .9\. b9-~ ... =~ ~ L w.o 6.H~, 1~ v e : : .-· : : · . . · j :::::: ... ::::.:::: •f f 3:::r;;:ctrtii<·JJ~_iJj)t.•:;t:d••txii1,·••:. . -. . . . . . . . . . . . . . . . - . . . . . . . ' . . . - . : ::::: _:::::::: ::::•::::::!:•••·•••.::-:ts~:::• :::i::. : .. ••••••l••·•:···•·••••:··•~:::::::::T::::O:_: . · · c,f-\'.t5i'-?-: ~D <.,,.~fL i:ot..T\~ '--~--: ~.::i \i,,,...s= .~--r: 3 b : : ,-·:--.· : -. : -· :. · . ; : : :: . : : : : : •-• • •. : : • • • • • i i'~~: '.. :o;~·~]i :s : { :3!~ /, ~) ( {· 3 ;;:t;. 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I I 09/17/99 13:20 ~ f1.,ywobP £Jf/6fL. ._: TX/RX NO.9821 P.002 • .. S.D.C. Fax =619-460-1252 Oct 11 '99 11:10 P.02 ·. -ti' •. "'• STRUCTURAL DESIGN CONSUL"T ANT & ASSOC. PAGE NO. 2. 8:265 COMERCIAL STREET. SI..ATE n . SDC ·# 9 9 ' S ·D C &A . LA·tvESA. C.N_F. 9194~-::239! · . . . , S\9-460-l2'5o 'FI\X 619-460-:1252 , 'DATE:! 0-I f-9 • • ' • • ' • • • • ' • : • .: • • ' • ! • • • ; • • • : • ••• -: • o • • • • • • • I • • • • • • • • • • : • • • • • • • • • • • • • • . . . . . ' . . . -. . . . . . . . . . . . . . . ; . . . '.. . .. -.... -. --.... ---: . . . . . . . . . . . . . . . . . -. . . ··: .-. : .: ·.··· ..... '··:. . . . . . . . . . . . . -. . . . . . . . ~ . . . ......... --.... . . . . . . . . . . . . ' -. . . . . . . . . ..... -. . . . . . ' . . . .... : .... ~ . --. . . . . . ... ' . -. . . . . . .. : ...... -.. : . . . . : -... : .... ~ .. . ... -.. , . . . . . . . . . . . . . .. . -.. . . ' . ' . ' I • ' • • . . : -. . . . . . . . . . . . . . . . ' . . . . : . . ~ . . 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' ' ·······---··· ..................................... , ... . . ................... ······ ... -................... . . ; . : : : :· . . . . . . . . . . . -' . .. . .. .. .. . ... ,, ·: 10/11/99 11: 52 TX/RX N0.9947 P.002 • S.D.C. · Fax:619-460-1252 Oct 8 '99 11:17 .,, ,., ... - STRUCTURAL ··oESlGN CONSULT ANT & ASSOC. SDC&A 8265 CotdvERO,'L STREET. SUTE n .LA,~ CALF. 91942-2391 FAX .619-,460-1252 , 10/08/99· 12: 00 TX/RX N0.9934 P.02 P. 002 • 'STORAGE-RACKS DRIVE-IN RACKS CANTILEVER RACKS Mezi..6M'ES CONVEYORS CAROUSELS STEEL SHELVING MOVABLE SHELVING STORAGE TANKS MODULAR OFFICES GONDOLAS BOOKSTACKS SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 CITY APPROVALS STATE APPROVALS PERMITTING SERVICES PRODUCT TESTING FIELD INSPEtnON SPEOAL FABRICATION SEISMIC ANALYSIS OF STORAGE RACKS FOR MV TECH.NICAL SALES, LLC. 1 9 69 KELLOG AVE . CARLSBAD, CA. #99-2093 ALASKA ARIZGIA CALIFORNIA COLORADO IDAOO MISSOURI NEVA!lt>. NEW MEXICO CREGON PENNSYLVANIA UTAH WASHINGTOO 161 ATLANTIC STREET • POMONA • CA 91768 • TEL: (909)869-0989 • FAX: (909)869-0981 ·SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 1.61 ATLANTIC STREET• POMONA • CA 91768 PROJECT MV TECHNICAL SALES, LLC. FoR __ --,.-_M_V_T_E_C_H_NI_C_AL_SA_L_E_S, __ L_L_C_. __ SHEET NO. 2 OF 23 CALCULATJ:D BY BOB s. DATE 09-28-1999 TABLE :OF CONTENTS SCOPE: DESCRIPTION COVER SHEET TABLE OF CONTENTS SCOPE PARAMETERS CONFIGURATIONS COMPONENTS & SPECS. LOADS AND DISTRIBUTION LONGITUDINAL ANALYSIS COLUMN BEAM BEAM TO COLUMN BRACING OVERTURNING BASE PLATE SLAB & SOIL PAGE# 1 2 2 3 4-7 8-14 15 16 17 18 19 20 21 22 23 THIS ANALYSIS OF THE STORAGE SYSTEM IS TO DETERMINE ITS COMPLIANCE WITH THE. APPROPRIATE BUILDING CODES WITH RESPECT TO STATIC AND SEISMIC FORCES. THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY, WITHOUT ANY FIELD WELDING. SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT __ M_V_T_E_C_H_N_IC_A_L_SA_L_E_S __ ,_L_LC_. __ _ FOR ___ M_V_T_E_C_H_NI_C_A_L_SA_L_E_S_, L_L_C_. _, __ SHEET NO. 3 OF 23 CALCULATED BY BOB s. DATE 09-28-1999 STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN ANY ADJACENT BAYS. THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYZED IN BOTH LONGITUDINAL AND TRANSVERSE DIRECTION. STABILITY LONGITUDINALLY IS DEPENDANT ON BEAM TO COLUMN MOMENT, WHILE THE BRACING ACT TRANSVERSELY. 1. COLUMN. 2. BEAM. 3 .. BEAM TO COLUMN. 4. BASE PLATE. 5. HORIZONTAL BRACING. 6. DIAGONAL BRACING. 7. BACK CONNECTOR. TRIBUTARY AREA :' -----/------''""": LONGITUDINAL TOP VIEW PROJECt MV TECHNICAL SALES, LLC. Fo R MV TECHNICAL SALES, LLC. SHEET NO 4 OF 23 . MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 AlLANllC STREET• POMONA • CA 91768 CALCULATED BY BOB s. DATE 09-28-1999 CONFIGURATIONS 216" 216" TYPE 1-S/R 1,5001b. 4.r.n n ,1----2 ==========:::====t I ....-, .soc lb. 5 ti 1,500 lb. TYPE 1-D/R .1 500 lb. 3 t 1,500 lb. 2 5 II 1,500 lb. L 144" ~ 'I 'I ~ 42",t r t t L ~ 42" ,r 'IL ~ 'I MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 CONFIGURATIONS PROJECT MV TECHNICAL SALES, LLC. Fo R MV TECHNICAL SALES, LLC. j SHEET NO. 5 OF 23 CALCULATED BY BOBS. DATE 09-28-1999 TYPE 2-S/R 1,000 lb. 3 t 1,000 lb. 2 216" r 1,000 lb. 1 9 " 96"--Jk ~ 4211 .+ TYPE 2-D/R 1,000 lb. r 3 t 1,000 lb. ~ 2 216" 'f 1,000 lb. ~ 1 9 " L L 'I 96" L 'I ~ 42"-,r 'IL L 'I \ PROJECT MV TECHNICAL SALES, LLC. Fo R . MV TECHNICAL SALES, LLC. SHEET NO. 6 OF 23 MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 All.ANTIC STREET• POMONA• CA 91768 CALCULATED BY BOB s. DATE 09-28-1999 CONFIGURATIONS . ·1 t-t- 145" t-24" +-24" ~ +--r . . . 1 t- t- 145" t- 24" +-24" ~ +-- I, r , ,1 7 6 TYPE 3-S/R 1 000lb ' 1,000 lb. 1,000 lb . . !:j L 'I L 'I 4 3 2 1 1,000 lb. 1,000 lb. 1,000 lb. 1,000 lb .. 9611 -~~ ". TYPE 3-D/R 7 6. 5· 4 3 2 1 1 000 lb , 1,000 lb. 1,000 lb. 1,000 lb. · 1,0001b. 1,000 lb. 1,000lb. ,, . , --. r t- ~ I L ~ 4211 .+ r t-\ I ; ~ I/ \ L MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA• CA 91768 CONFIGURATIONS PROJECT MV TECHNICAL SALES, LLC. Fo R MV TECHNICAL SALES, LLC. , SHEET NO 7 OF 23 CALCULATED BY BOB S. DA TE 09-28-1999 TYPE 4-S/R 800Ib , 1 6 r f-800 lb. 5 f-t-800Ib. 4 144" t-800 lb. f-3 i 800Ib. V ~ ,, 2 L 800 lb. r ' 1 • , L 'I 96" ---.l'k ,¥-42"--f PROJECT __ M_V_T_E,,_C_H_N_IC_A_L_S_A_L_ES_,_L_L_C_. -- FOR._ __ M_V_· _T_EC_H_N_IC_A_L_S_A_L_E_S_, L_L_C_. __ SHEET NO 8 OF 23. MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 All.AN.TIC STREET• POMONA• CA 91768 CALCULATED BY BOB s. DATE 09-28-1999 TYPE 1-S/R SPECIFICATION 1,5001b. 299#r 381# .. -MAIN STEEL. 55000 PSI 3 226#f--BASE PLATE STEEL 36000 PSI 1,500 lb. 288# _. -ANCHOR -WEDGE TYPE 1 /2 X 3-1/2 2 -FLOOR SLAB 5" X 2000 PSI. REINFORCED 216'i 1,500 lb. 146fff-187# -SOIL BEARING PRESSURE 1000 PSF .... -SEISMIC ZONE 4. -TYPE = SINGLE ROW UNITS. 96" L ~ "l 144" ~ 'I "'" 42 11 -,t I u = 144" SECTION AXIAL FORCE MOMENT BEAM MOMENT '' 1 2,400 lb. 24,225 in.lb. 17,535 in.lb. ~std.conn. 2 1,600 lb. 6,845 in.lb. 7,222 in.lb. ~std.conn. 3 800Ib. 3,600 in.lb. 3,800 in.lb. <-std.conn. TYPE 1 -5/R DESIGN LOAD = 1500# BASE PLATE COLUMN BEAM ...J ...J 3X3X1 3GA(LU7 S) ,J 1.75 X 5 X .375 COLUMN STRESS =1.26 4-1/2X2-3/4X14GA Mbase = 7428 in.lb. MAX LOAD/LEVEL= 3,413 !b. BEAM IS O.K. OVERTURNING BRACIN'G SLAB & SOIL ...J HORIZONTAL ...J DIAGONAL 'V 'V ANCHOR STRESS = 0.88 1 1/2 X 1-1/2 X 14 GA 1 1/2 X 1-1/2 X 14 GA PUNCT. STRESS= 0.61 # OF ANCHORS = 2 STRESS = 0. 1 2 STRESS= ·o.34 BENDING STRESS =0.61 . PROJECT __ M_V_T_E_C_H_N_IC_A_L_SA_L_E_S __ ,_L_LC_. __ _ FOR ___ M_V_T_E_C_H_N_IC_A_L_S_A_L_ES ___ ,_L_L_C._, __ SHEET NO. 9 OF 23 MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA• CA 91768 CALCULATED BY BOBS. DATE 09-28-1999 TYPE 1-D/R SPECIFICATION -MAIN STEEL 5 5000 PSI -BASE PLATE STEEL 36000 PSI -ANCHOR -WEDGE TYPE 1 /2 ,x 3-1 /2 -FLOOR SLAB 5" X 2000 PSI. REINFORCED 21 6" -SOIL BEARING PRESSURE 1 000 PSF -SEISMIC ZONE 4. -TYPE = INTERCONNECTED UNITS. 96" 1,5001b. 3 1,500 lb. 1,500 lb. 159#r 202# .. 120#f-153# __,.. f-9~# L L 'I 144"'--~ 'I ,le. 4211 -J lu = 144" SECTION AXIAL FORCE . MOMENT BEAM MOMENT 1 2,400 lb. 9,388 in.lb. 8,512 in.lb. <-std.conn. 2 1,600 lb. 3,636 in.lb. 4,774 in.lb. <-std.conn. 3 800 lb. 1,912 in.lb. 2,956 in.lb. <-std.conn. TYPE 1-D/R DESIGN LOAD = 1500# BASE PLATE COLUMN BEAM ,,J ,,J 3X3X13GA(LU75) "" 7.75 X 5 X .375 COLUMN STRESS =0.60 4-1/2X2-3/4X14GA Mbase = 7428 in.lb. " . . MAXLOAD/LEVEL= ·3,413 lb. BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL ,,J HORIZONTAL ,,J DIAGONAL ,,J " ~CHOR STRESS = 0.06 1 1 /2 X 1-1 /2 X 14 GA 1 1 /2 X 1-1 /2 X 14 GA PUNCT. STRESS = 0.42 # OF ANCHORS = 2 STRESS = 0.06 STRESS= 0.18 BENDING SliRESS =0.34 .. MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869.,.0981 161 ATLANTIC STREET• POMONA• CA 91768 TYPE 2-S/R SPECIFrCATION -MAIN STEEL 55000 PSI -BASE PLATE STEEL 36000 PSI .., ANCHOR -WEDGE TYP~ l/2 X 3-1/2 -FLOOR SLAB 5" X 2000 PSI. REINFORCED -SOIL BEARING PRESStJRE 1000 PSF -SEISMIC ZONE 4. -TYPE = SING[,.E ROW UNITS. SECTION 1 2 3 AXIAL (:ORCE 1,650 lb~, 1,100 lb. 550 lb. ' ll G't PROJECT __ ._M_V"'""'T __ E_C ...... H_N_IC_A_L_S_A_L_E_S __ ,_L_LC_. __ _ FOR.__-.,..., __ M_V_T_E_C_H_NI_C_AL_SA_L_E_S_, L_L_C_. __ SHEET NO 1 Q OF 23 CALCULATED BY __ B_O_B_S_'·.,..--DATE 09-28-1 ~99 f-1,000 lb. -:1, '--1=3::;:::==,=·0=00=,b=. ==11-2_1_2.! r / 2 7 o: 7~" i:;::;:::=:::::::::====I~# ~ --~# f 9:>i• ·2 1,0001b. 1 }-' 96# 122# c:==:::::::::====..... __ ... k 'I 96"--k lu = 96" LI ~ 42" -,j, MOMENT BEAM MOMENT 14,069 in.lb, 4,948 in.lb. 2,865 in.lb. 10,509 in.lb. <-std.conn. 4,907 in.lb. ~std.conn. 2,432 in.lb. <-std.conn. iYPE 2-S/R IJESIGN LOAD = 1000# BASE PLATE COLUMN BEAM ' . -v .../· 7.75 X 5 X .375 COLUMN 3X3X1 3GA(LU7 5} STRESS =0.63 M base = 6303 in. lb. OVERTURNING 'V ANCHOR STRESS= 0.60 # OF ANCHORS= 2 .......,_ _________________ ,.____ BRACfNG 3-1/2X2-3/4X14GA MAXLOAD/LEVEL= 3,471 lb. BEAM IS O.K. SLAB & SOIL HORiZONTAL ,v. DIAGONAL .J .J 11/2.X1-1/2X14GA ,1 l/2Xl-1/2X14GA PUNCT.STRESS=0.42 STRESS= 0.08 STRESS=;= 0.24 BENDING STRESS =0.33 SEIZMIC PROJECT __ M_V_T_E_C_H_N_IC_A_L_S_A_LE_S_, _L_LC_. __ _ INC. FOR ___ M_V_T_E_C_H_NI_C_A_L_SA_L_E_S __ , L_L_C_. __ SHEET NO. 11 OF 23 MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET •POMONA• CA 91768 CALCULATED BY BOB s. DATE 09-28-1999 TYPE 2-D/R SPECIFICATION -MAIN STEEL 5 5000 PSI -BASE PLATE STEEL 36000 PSI -ANCHOR -WED(;E TYPE 1 /2 x 3-1 /2 -FLOOR SLAB 5" X 2000 PSI. REINFORCED 216" -SOIL BEARING PRESSURE 1 000 PSF -SEISMIC ZONE 4. -TYPE = INTERCONNECTED UNITS. t f 9 II 3 2 1 1,000 lb. 1,000 lb. 1,000 lb. 147# • 96"--~ lu = 96" ,t-42"-,j, SECTION AXIAL FORCE . MOMENT BEAM MOMENT 1 1,650 lb. 5,556 in.lb. 5,128 in.lb. <-std.conn. 2 1,100 lb. 2,699 in.lb. 3, 1 31 in. lb. <-std. conn. 3 550 lb. 1,563 in.lb. 1,781 in.lb. <-std.conn. TYPE 2-D/R DESIGN LOAD = 1000# BASE PLATE COLUMN BEAM ~ ~ 3X3X13GA(LU75) "' 7.75 X 5 X .375 COLUMN STRESS =0. 3 2 3-1/2X2-3/4X14GA Mbase = 5·555 inJb. .. ~ '1 MAX LOAD/LEVEL= .3,471 lb. BEAM IS O.K. OVERTURNI-NG BRACING SLAB & SOIL ~ HORIZONTAL ~ DIAGONAL ~ ~ ANCHOR STRESS = 0.06 1 1 /2 X 1-1 /2 X 14 GA 1 1/2 X 1-1/2 X 14 GA PUNCT. STRESS= 0.29 # OF ANCHORS = 2 STRESS= 0.04 STRESS= 0.13 BENDING STRESS =0.17 MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA• CA 91768 PROJECT __ M_V_T_E_C_H_N_I_CA_L_S_A_L_ES...;,_L_L_C_. __ _ FOR ___ M_V_TE_C_H_N_IC_A_L_S_A_L_E_S,_L_L_C_. __ SHEET NO 12 OF 23 CALCULATED BY BOB s. DATE 09-28-1999 TYPE 3-S/R ... SPECIFICATION -MAIN STEEL 55000 PSI 7 +--BASE PLATE STEEL 36000 PSI 1,OOOIb. 303# 1,000 lb. 386# • 322# ---. 258# -ANCHOR -WEDGE TYPE 1 /2 x 3-1 /2 +-1,000 lb. __ __. -FLOOR SLAB 5" X 2000 PSI. REINFORCED 145" -SOIL BEARING PRESSURE -SEISMIC ZONE 4. 1000 PSF +-24" +- -TYPE = SINGLE ROW UNITS. 24" f- ~ " 1,000 lb. 4 1,OOOIb. 1,OOOlb. 2 1,000 lb. 1 194# ... 130# ... 66# • 15# ,. L 'I 96"--( 1u = 96" ~ 42".,j, SECTION AXIAL FORCE . MOMENT BEAM MOMENT 1 3,850 lb. 1,080 in.lb. 4,076 in.lb. <-std.conn. 2 3,300 lb. 5,072 in.lb. 3 2,750 lb. 6,093 in.lb. 6,582 in.lb. <-std.conn. 4 2,200 lb. 5,477 in.lb. 6,.7 85 in.lb. <-std.conn. 5 1,650 lb. 4,560 in.lb. 6,019 in.lb. <-std.conn. 6 1,100 lb. 3,342 in.lb. 4,951 in.lb. <-std.conn. 7 550 lb. 1 ;822 in.lb. 3,582 in.lb. <-std.conn. 1,911 in.lb. <-std.conn. TYPE 3-S/R DESIGN LOAD = 1000# BASE PLATE COLUMN BEAM ...J ...J 3X1-5/8X14GA(LU21) ...J 7.75 X 5 X .375 COLUMN STRESS =0.80 4X2-3/4X14GA , .. Mbase = 1080 in:lb. MAX LOAD/LEVEL= 4,459 lb. BEAM IS O.K. OVERTURNING BRACING . ' SLAB & SOIL ...J HORIZONTAL ...J DIAGONAL ...J ...J ANCHOR STRESS= 0.25 1 1 /2 X 1-1 / 4 X 14 GA 1 1 /2 X 1-1 / 4 X 14 GA PUNCT. STRESS= 0.76 # OF ANCHORS = 2 STRESS= 0.24 STRESS :::; 0.89 BENDING STRESS =0.85 -·--.,_ -,...., MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA • CA 91768 TYPE 3-D/R SPECIFICATION -MAIN STEEL -BASE PLATE STEEL 55000 PSI 36000 PSI -ANCHOR -WEDGE TYPE 1 /2 x 3-1 /2 PROJECT __ M_V_T_E_C_H_N_IC_A_L_SA_L_E_S __ ,_L_LC_. __ _ FO R ___ M_V_T_E_C_H_N_IC_A_L_S_A_L_ES ___ ,_L_LC_. ____ _ SHEET NO 13 OF 23 CALCULATED BY BOB s. DATE 09-28-1999 1,000 lb. 7 } 1,000 lb. } 1,000 lb. 210# • 175# _. 140# __ __. -FLOOR SLAB 5" X 2000 PSI. REINFORCED 145" } 1,000 lb. 1~6# -SOIL BEARING PRESSURE 1 000 PSF 24" 71# ~- 1,000 lb. -SEISMIC ZONE 4. 1=;;:======1 _,. -TYPE = INTERCONNECTED UNITS. ~ 1,000 lb. 36# • 8# .. SECTION AXIAL FORCE . 1 3,850 lb. 2 3,300 lb. 3 2,750 lb. 4 2,200 lb. 5 1,650 lb. 6 1,100 lb. 7 550 lb. 2 +-1,000 lb. II 1 96"--} lu = 96" ~ 42"-,r MOMENT BEAM MOMENT 589 in.lb. 2,678 in.lb. <-std.conn. 2,767 in.lb. 4,045 in.lb. <-std.conn. 3,323 in.lb. 4, 1 55 in.lb. <-std.conn. 2,988 in.lb. 3,737 in.lb. <-std.conn. 2,487 in.lb. 3, 1 55 in.lb. <-std.conn. 1,823 in.lb. 2,408 in.lb. <-std.conn. 994 in.lb. 1,497 in.lb. <-std.conn. TYPE 3-D/R DESIGN LOAD = 1000# BASE PLATE COLUMN BEAM -v -v 3X1-5/8X14GA(LU21) -v 7.75 X 5 X .375 COLUMN STRESS =0.57 4X2-3/4X14GA Mbase·= 589 in.lb. ., . MAX LOAD/LEVEL = 4,459 lb. BEAM IS O.K. OVERTURNING BRACiNG SLAB & SOIL -v HORIZONTAL -v DIAGONAL -v -v ANCHOR STRESS = 0. 10 1 1/2 X 1-1/4 X 14 GA 1 1/2 X 1-1/4 X 14 GA PUNCT. STRESS = 0.57 # OF ANCHORS = 2 STRESS = 0. 13 STRESS= 0.48 BENDING STRESS =0.55 Sl:IZMIC PROJECT __ M_V_T_E_C_H_N_IC_A_L_S_A_L_E_S __ ,_LL_C_. __ _ INC. FOR ___ M_V ___ TE_C_H_N_IC_A_L_S_A_L_E_S, __ L_L_C_. __ SHEET NO 14 OF 23 MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA• CA 91768 CALCULATED BY BOB s. DATE 09-28-1999 TYPE 4-S/R SPECIFICATION -MAIN STEEL 5 5000 PSI -BASE PLATE STEEL 36000 PSI -ANCHOR -WEDGE TYPE 1 /2 x 3-1 /2 -FLOOR SLAB 5" X 2000 PSI. REINFORCED 144" -SOIL BEARING PRESSURE 1 000 PSF -SEISMIC ZONE 4. -TYPE = SINGLE ROW UNITS. 8001b. 6 l l=;;;::==8=0=0 =lb.=::::f 2f" -4:;::====~ 1 -8001b. 240# t-1=3;;:::==8=0=0 '=b·=::::f 2r--====1,. -f-.....,... 8001b. 2~" 1=2=====::::f -f-8001b. " 1 305# • 250# ___,. 191# _,.. 131# -- J.2# 12# .. L 'I 96"--,.~ lu = 96" ,¥-42"-,j, SECTION AXIAL FORCE MOMENT BEAM MOMENT .. 1 2,700 lb. 758 in.lb. 3,796 in.lb. <-std.conn. 2 2,250 lb. 5,233 in.lb. 5,835 in.lb. <-std.conn. 3 1,800 lb. 4,836 in.lb. 5,274 in.lb. <-std.conn. 4 1,350 lb. 4, 11 2 in.lb. 4,386 in.lb. <-std.conn. 5 900 lb. 3,061 in.lb. 6 450 lb. 1,562 in.lb. 3, 111 in.lb. <-std.conn. 1,581 in.lb. <-std.conn. TYPE 4-S/R DESIGN LOAD = 800# BASE PLATE COLUMN BEAM " " 3X1-5/8X14GA(LU21) " 7.75 X 5 X .375 COLUMN STRESS =0, 68 4X2-3/4X14GA - Mbase = 757 in.lb. MAX LOAD/LEVEL= 4,459 lb. BEAM IS 0.K. OVERTURNING BRACING SLAB & SOIL -J HORIZONTAL -v DIAGONAL " " ANCHOR STRESS= 0.20 1 1 /2 X 1-1 / 4 X 14 GA 1 1 /2 X 1-1 / 4 X 14 GA PUNCT. STRESS = 0.54 # OF ANCHORS = 2 STRESS= 0.17 STRESS= 0.62 BENDING STRESS =0.50 ·----------.. ~ ' ~ ' SEIZMIC PROJECT __ M_V_T_E_C_H_N_IC_A_L_SA_L_E __ S~,_L"'.'""LC~---- FOR _____ M_V_T_E_C_H_N_IC_A_L_S_A_L_ES_,_L_L_C._._. _ INC. SHEET NO 15 OF 23 MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA• CA 91768 CALCULATED BY: BQB S. DATE 09-28-1999 LOADS & DISTRIBUTION :TYPE 1 -S/R LIVE LOAD PER SHELF = WII = 1,500 lb (BASED ON CLIENr SUPPLIED DATA) DEAD LOAD PER SHELF = Wdl = 1 00 lb TOTAL LOAD PER FRAME = 4,800 lb SEISMIC SHEAR BASED ON SECTION 1630.2.1 OF THE 1997 UBC WHERE V = ((2.5 x ca·x I)/ R) x Wtotal Wtotal = (WII + Wdl) x n n = # of shelves Seismic Zone = 4 I= Ca= 0.44 Soil Coef. = R(long) = 5.6 Na= R(trans) = 4.4 Nv= LONGITUDIAL DIRECTION Vlong = (2.5 x 0.44 x 1 )/(5.6) x W) / 1.4 1 Sd 1.0 1.6 216" 96" = 673 lb w/ working stress reduction Fi' = VWhi / ~Wh TRANSVERSE DIRECTION Vtrans = (2.5 x 0.44 x 1 )/(4.4) x WI 1.4 -857 lb w/ working stress reduction Fi= VWhi / ~h 3 2 ~ 'I lu = 1,500 lb. 1,5001b. 1,500 lb. 144" 144" ,r-4211 -,t 299# ~ "l 381# • PROJECT __ M_V_T_EC_H_N_I_C_A_L_S_A_L_E_.:S,:..._L_L_C_. __ _ FoR._ __ M_V ___ T_EC_H_N_IC_A_L_S_A_L_E_S;....., L_L_C_. __ SHEET NO 16 OF 23 MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA • CA 91768 CALCULATED BY BOBS. DATE 09-28-1999 LONGITUDINAL ANALYSIS :TYPE 1-S/R THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE COLUMNS ASSUMED AT MID-HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA FLEXURE IS ASSUMED T.O OCCUR CLOSER TO THE BASE.(OR AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT CARRY MOMENT). Vlong = 2 * Vcol = Vcol= F 1 = 73 lb. F 2 = 113 lb. F 3 = 150 lb. 673 lb. 337 lb. BASE PROVIDE PARTIAL FIXITY. SEE BASE PLATE SHT. Mbase = 7 428 in.lb. Mupper + Mlower = Mconn'R' + Mconn'L' Mconn'R' = Mconn'L' Mconn * 2 = Mupper + Mlower Mconn = [Mupper + Mlower]/2 RESULTING FORCES ON COLUMN SECTION 1 2 3 AXIAL LOAD 2400 1600 800 ,: " { MOMENT 24224 6844 3600 Mconn 17534 7222 ) SEIZMIC PROJECT __ M_V_T_E_C_H_N_IC_A_L_SA_LE_S __ ,_L_LC_. __ _ INC. FoR ___ M_V_T_E_C_H_N_IC_A_L_S_A_L_ES....;.,_L_LC_. __ _ SHEET NO. 17 OF 23 MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA• CA 91768 CALCULATED BY BOB s. DATE 09-28-1999 COLUMN ANALYSIS :TYPE 1-S/R COLUMN IS ANALYZED PER AISI COLD-FORMED STEEL DESIGN MANUAL Pmax = 2,400 lb. Mmax = 24,225 in.lb. Kxlx/rx = 1.2 * 94 / 1.229 = 91.8 <-GOVERNS Kyly/ry = .8 * 52 / 1.08 = 38.5 Cc = (2nA2E/Fy)A.5 = 102.0 SINCE Kl/r <= Cc, Fa = .522Fy -[(kl/r*Fy)/1494]A2 = 17,293 psi. fa = Pmax/ Area = 3,057 psi. f.b = Mmax/Sx = 29,507 psi. fa/Fa = 0.18 >.15 F'e = 12nA2E/23(Kxlx/rx)A2 F'e = 17,727 psi. Fb = .G*Fy = 33,000 psi. Cm*fb/Fb[1-fa/F'e] = 1.08 COMBINED STRESS = 1.26 ~A-, __ ., ZI = 1 B ! SECTION PROPERTIES A=3" B=3" C = . 75" D = 0" E = 0" Wt.= 2.664# t1 = .09" t2 = 0" Area= .785"A2 Ix = 1. 1 21 "A4 I y = . 917" A4 Sx = .821 "A3 Sy= .584"A3 rx = 1.229" ry = 1.08" 1=====1 7 1 52" 52" ====i + 94" + 52" + Front View Side Vie\\ SEIZMIC PROJECT . MV TECHNICAL SALES, LLC. INC~ FoR ___ M_V_T_E_C_H_N_IC_A_L_S_A_L_E_S,_L_L_C_. _· __ SHEET NO 18 OF 23 MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA• CA 91768 CALCULATED BY BOB s. DATE 09-28-1999 BEAM ANALYSIS :TYPE 1-S/R BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITT TO STABLIZE THE SYSTEM, AL THOUGH IT DOES NOT PROVIDE 100% FIXITY. THUS, THE BEAMS WILL BE ANALYSED ASSUMING THEY HAVE PINNED ENDS. FOR THE COMPUTATION OF BEAM TO COL MOMENT CAPACITT, THE PARTIAL FIXITY OF THE BEAM,(ASSUMED AT AN ARBITRARY 25% OF THE FIXED END MOMENT OR 2,000 in.lb. WHICH EVER IS SMALLER) WILL BE ADDED. I act = 144.0 in. t--2.75" ~.8751 ~ I max = [1950 + 1200(M1 /M2)]b/Fy SINCE M1 /M2 = 1.0 --r;:z::;.z::::::z:~--------1 ,, I max= 31 S0*b/Fy = 158 in. 1.5" SINCE lmax > tact Fb = .60Fy = 33,000 psi. MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON 1) BENDING CAPACITY ~J_ M = Sx* Fb = wlA2/8 = 39996in.lb. CAPACITY= 2(8*M/I) = 3950lb. 2) MAXIMUM ALLOWABLE DEFLECTION (L/180). fl.= 5wlA4/384EI CAPACITY= 2[(384El)/(5*180*IA2)] = 34121b. 4.5" t= .0747 in. -, ,.__ C::Z::::z::z=z::::z:::z=z:1.) Sx = 1.212 in.A3 lx=.2.811 in.A4 MAXIMUM STATIC LOAD PER LEVEL IS · 3,413 lb. ALLOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL. Mstatic = wlA2/8 = LIVE.LOAD*L/(2*8) Mallow(static) = Sx * Fb Mimpact = 1.125*Mstatic Mallow(seismic) = 1.33 * Sx * Fb Mseismic = Mconn (SEE LONG. ANALYSIS) LEVEL Mstatic Mimpact Mallow Mseismic 1 2 3 13499 13499 13499 1.125 Mstatic (Static) 15187 39996 15187 39996 15187 39996 17534 7222 3800 Mallow (seismic) 53327 53327 53327 RESULT GOOD GOOD GOOD MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA• CA 91768 BEAM TO COLUMN CONNECTION Mconn= ( Mlower + Mupper )/2 + Mend CAPACITY OF CONNECTOR a) SHEAR CAPACITY OF 7/16" DIA. STUD Area = .4375"2n/4 = .150 ""2 Fy = 50,000 psi Pmax = 3,000# b) BEARING ON COLUMN Abrg. = t * D t = .0747 min. = .5 * t Fu= 65,000 psi min. Pmax brg. = Area * Fbearing = .5t * 2.22 * Fu = 5,389# > 3,000# c) MOMENT CAPACITY Ot= BRACKET S bracket = .11 0""3 Mcap = S * Fbending = .110 * . 66 * Fy C = Mcap/.75 = 1.11 P1 P1 = 1.20 Mcap = .0872 Fy = 4,360# > 3,000# SINCE PLUG GOVERNS P1 =3,000# Mconn. cap.= P1 * 4.5 + P2 * .5 = 4.555 * 3,000# *1.33 = 18,220 "# PR,OJECT_~M:'."""V __ T=E __ C_H_N_IC_A_L_S_A_L_ES....:.,_L_L_C. _ __;,_ FOR._' ___ M_V_T_EC_H_N_IC_A_L_S_A_L_E....:;S,_L_L_C_. _;::._~ - SHEET NO. 19 OF 23 CALCULATED BY __ B_O_B_S_._ DA T_E _0_9_-_2_8_-1_9_9_9_ Mconn. '-../ Mlower BEAM TO COLUMN CONNECTION P1 Mconn. 'k 1" I C 1 5/8" Sbracket = .11 Q"A3 C = P1 + P2 = P1 + (.5/4.5)P1 =1.11P1 4" 1/2" MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 An.ANTIC STREET• POMONA • CA 91768 PROJECT __ M,_V_T_E_C_H_N_IC_A_L_S_A_L_E_S..;...,_L_LC_. __ _ FOR._ ___ . M_V_TE_C_H_N_IC_A_L_S __ A_L_ES_.;.,_L_LC_. __ _ SHEET NO. 20 OF 23 CALCULATED BY BOB s. DATE 09-28-1999 TRANSVERSE ANALYSIS : BRACING :TYPE 1-S/R IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSION AND COMPRESSION. IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE DONE ON THE DIAGONAL MEMBER AS IT WILL GOVERN. DIAGONAL BRACING : COMPRESSION MEMBER L diag. = [(L-G)A2+(D-2*Bcol)A2]A.5 = 58.4 Vdiag =Vtrans * Ldiag. / D = 1192# kl/rmin = [ 1 * 58.4 ] I .495 = 118.0 Fa =[12trA2E]/[23(kl/r)A2] = 10723 psi. . fa/Fa =Vdiag/(Area*Fa) = 0.34 >f DIAGONAL AND HORIZONTAL BRACING 1 L= 52" l Area= .325 "A2 rmin= .495 11 t::;: ,0747 II W= 1.5 " H= 1.5 " SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC STREET• POMONA• CA 91768 PROJECT __ M_V_T_E_C_H_N_IC_A_L_S_A_L_ES __ ,_L_LC_. __ _ FoR ___ M_V_T_E_C_H_N_IC_A_L_S_A_L_ES ___ ,_L_LC_._r..___ ,· SHEET NO 21 OF . 23 CALCULATED BY BOBS. DATE 09-28-1999 · OVERTURNING :TYPE 1-S/R ' ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 22_2~.7.1 OF THE 1999-Uniform Building Code. FULLY LOADED TOTAL SHEAR = 857 lb. Mot = Vtrans * ht * 1 .1 5 =857* 158* 1.15 r I 381# • = 155778 in.lb. Mst = I(Wp+.85wDL) * d/2 t 28~# = ( 4500+.85 * 300) * 42/2 \ = 99855 in.lb. Puplift = l (Mot -Mst)/d t 187# .... = 1331 lb. <-CRITICAL I TOP SHELF LOADED . L SHEAR = 285 lb. Mot = Vtop * h * 1 . 1 5 ,jt. 4211 ,t = 285 * 196 * 1.1 5 = 64399 in.lb. Mst = (Wp+wDL) * d/2 = ( 1500+.85 * 300) * 42/2 = 36855 in.lb, Puplift = 1 (Mot -Mst)/ d = 655 lb. USE 2 ea. 1 /2 x 3-1 /2 MIN. EMBED. ANCHOR. CAPACITY OF 1/2 x 3-1/2 = 875 lb. PULLOUT & 1840 lb. SHEAR COMBINED STRESS1 = 1331 / 1750 + 428 / 3680 = 0.88 COMBINED STRESS2 = 655 / 1750 + 142 / 3680 = 0.41 MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANllC STREET• POMONA• CA 91768 BASE PLATE :TYPE 1 -S/R PROJECT __ M_V_T_E_C_H_N_IC_A_L_SA_L_E_S..:.,.,_L_LC_. __ _ MV TECHNICAL SALES, LLC. FOR.__. __________ .;,__ ___ _ SHEET NO 22 OF 23 CALCULATED BY BOB s. DATE 09-28-1999 BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (IF ANY). THERE ARE 3 CRITERIA IN DETERMINING Mb. THEY ARE 1) MOMENT CAPACITY OF THE BASE PLATE, 2) MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh/2 (FULL FIXITY). Mb IS THE SMALLEST VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. Pcol = 2400 lb. B = 7.75 in. Mb= 7428 in.lb. PIA= Pcoll(D*B) = 61 .93 psi. D = 5 in. b = 3 in. MIS= Mbl((D*BA2)I6) = 148.4 psi. fb2 = 2blB*fb = 90.95 psi. fb1 = fb-fb2 = 57.44 psi. Mbase = wb1 A212 = b1 A2I2[ fa+ fb1 + .67fb2] Mbase = 507.7 in.lb. Sbase = l*tA2I6 = 0.0234 in.A3 Fbase = .75Fy * 1.33 = 36000 psi. fblFb = Mba$el(Sbase*Fbase) = .60 ANCHOR TENSION rMo=O · T*d2=[Mbase-Pcol*bl2] T = Mbasel d2 -Pcol*bl2d2 T = 874 lb. t = .375 in. b1 = 2.375 in. ;...__-- ~ iPcol fa 1 1 1 1 t t l fb T .. MbaseT dl !Pcol t= I. IMbase d2---:f' 'f dl dl ~/ SEIZMIC PR OJECT __ M_V_T_E_C_H_NI_C_A_L_S_A_LE_S_, _L_LC_. __ ._, ' . INC. Fo R ___ M_V_T_E_C_H_N_IC_A_L_S_A_L_ES_.;.,_L_L_C._.:-.-.;...· ...:;.~ ., SHEET NO. 23 OF 23 MATERIAL HANDLING ENGINEERING TEL: (909)869-0989 • FAX: (909)869-0981 161 ATLANTIC SlREET •,POMONA• CA 91768 CALCULATEDBY __ B_OB_S._DAT_E_0_9_-_28_-_1_9_9_9_ SLAB AND SOIL :TYPE 1 -S/R THE SLAB WILL BE CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND WILL ACT AS A FOOTING. (a) PUNCTURE P max = 1 .4 DEAD LOAD + 1 . 7 LIVE LOAD Pmax = 1.4 * Pcol + 1.7 * (Mot/d) = 9·,665 lb. Fpunct = 2*sqrt(f'c) = 89.4 psi. Apunct = [(w+t/2)+(d+t/2)]*2*t = 177.5 in.A2 fv/Fv = Pmax/(Apunct*Fpunct) = 0.61 (b) SLAB TENSION Asoil = Pmax/(1.33 * fsoil) = 7.25 ft.AZ = 1,044 in.A2 L = sqrt(Asoil) = 32.3 in. B = sqrt(w*d) + t = 11.2 in. b = (L-B)/2 = 10.5 in. Mconc = wbA2/2 = (1.33*fsoil*b"2)/(144*2) = 514.5 in.lb. Scone= 1 *tA2/6 = 4.17 in."3 Fconc = 50 *sqrt(f'c) = 201.25 psi. fb/Fb = Mconc/(Sconc*Fconc) = 0.61 L----- BASE PLATE w = 7.75 in. d = 5 in. CONCRETE t = 5 in. f'c = 2000 psi. SOIL fs = 1000 psf. TITLE 24 REPORT FOR: MV Technical Sales, T.I. 1969 Kellogg Ave. Carlsbad, Ca. PROJECT DESIGNER: REPORT PREPARED BY: James Foy THE CALC MAN 39839 Avenida Palizada Murrieta, CA 92563 (909) e77 o.tas. G, 79-"3~~0 Job Number: ' Date: 9/16/1999 t, The COMPLY 24 computer program has· been used to perform the calculations summarized in this compliance report. This program has approval and is autho.rized by the California Energy Commission for use with both the Residential and Nonresidential Building Energy Efficiency Standards. This program developed by Gabel Dodd Ass_ociates ( 510) 428-0803. OJ'Y<f ~ Ltf 10/21/1999 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: MESQUITA FERN City of Carlsbad Plan Check Revision Permit No:PCR99264 Building Inspection Request Line (760) 438-3101 1969 KELLOGG AV CBAD PCR Lot#: 0 2120921200 $0.00 CB993044 Construction Type: NEW- INTERIOR REVISIONS Status: ISSUED Applied: 10/21/1999 Entered By: JM Plan Approved: 10/21/1999 Issued: 10/21/1999 Inspect ,~J.iH.f. 10/21/99 0001 01. 02 C-PRMT 6595 RIVERDALE STREET SAN DIEGO CA 92120 619-584-8448 Total Fees: $55.00 FINAL APPROVAL Inspector: Date:· _________ _ Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees; dedications, reservations, or other exactions hereafter collectively referred to as 'fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Cartsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED th~t your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have oreviouslv been oiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 55~00 FOR OFFICE~SE ONLY PLAN CHEf'a. <[?J/4lf PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 EST. VAL. _________ _ (760) 438-1161 9 q ... ?, 0 +4- Plan Ck. Deposit "ia ~::i:at~d By~("""-)"-11~:x.-ll'-?,-fJ,-,/,,..,(B-:+7-+i~f Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Assessor's Parcel # Existing Use Proposed Use \ N1'=YY.F(L ~ascription of Work \tY\, fRc::iV:e00.0-ftS' · SO. FT. #of Stories # of Bedrooms # of Bathrooms J.2 .. · CtU,ITACT"PERSON ·(It. dlff1NMt1n'im'PfJll~f;._;<~:· _. , 0 ~~~£~ '' Name Address City State/Zip '3.' '.·APPLICANT::. :[]:c;ontrac:tor;1 ]:J~g~do~:Co~C!OF_ ::;Q·Q\iin~r:·512PA~·J&,~{: :;::,;,:.·ti1J>"Vt} .,: .. : '. Name Address City State/Zip Telephone# ·4, -P.ROPERTY'OWNER, ' r .... , ._;,, __ '.,•.•:, .... Name Address City. State/Zip Telephone# ;5; ,::-C6NTRACTOR\:;,COMPANYi:NAMiF:· ?:;:. '.': _;,:· :'.2:~:;~:: ·.;.:::.:::_·_:.'. ,:--;;;·:.::-::'J:.:;1;;:;;.;,.: !.·,':- (Sec. 7031.5 Business and Professions Code: Any City or County which .requires a. permit to construct, alter, improve,. demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permlt subjects the applicant to a civil penalty of not more than five hundred dollars [$500)). Name Address City State/Zip Telephone# State license # _________ _ License Class---------'---City Business License # _______ _ Designer Name Address City State/Zip Telephone State License # ___________ _ :6 .. •,WORKERS'.COMPENSATION ·. _.-.. Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of th!! following.declarations: 0 I have and will maintain a certificate.of consent to self-insure for worlcers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. D I t,ave and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company---------------------Policy No·------------Expiration Date. _______ _ . (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS l,$1001 OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work tor 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 aecure workers' i:ompen1ation coverage is unlawful, and shall subject an .employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the coat of comperiaetion, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE. __ ---'--------------------'------'-----DATE _________ _ 7. ·oWNER-BUILDER:DECLARATION --·-·· . I hereby affirm that I am exempt from the Contractor's License Law for the following rf!ason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business. and Professions Code: The Contractor's License Law does not apply to an owner ·of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). • D I, as owner of the property, am exclusively contracting with licensed coritractprs 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). D I am exempt under Section _________ Business and P.rofessions Gode for this reason: 1. I personally plan to provide the major labor and materials for construction of·the prpposed property improvement. 0 YES ONO 2. I (have/ have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following p11rson to coordinate, supervise and provide the major work (include name / address / phone number/ contract9rs 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 _________ _ COMPLETE,THIS':SECTION·FOR·NON-RE.S/DEN11AL· IUILDING,PERMITS ONLY .. , ., ,-.. Is the applicant or future buiJding occupant requirl!d 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 O NO Is the applicant or future building occupant required·to obtain a permit from the air pollution control district or air quality management district? 0 YES D NO ls.the f,acility to be.constructed within 1,000 feet of the outer boundary of a school site? 0 YES O NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. :s, .:·coNST~UCTION.LENDI_NCt"GENC'f.., . .' .: .. ; .. "~'-~ .· -.,: .:: · .,' .. .. .... I hereby affirm that there is a construction lending agency forthe 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. .1 ALSO AGREE TO SAVE, INDE.MNIFY 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 th 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 mmenced within 365 d11ys 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 · o menced for a period of 180 days (Section 106.4.4 Uniform Building Code). / ""\./PPLICANT'S SIGNATURE -~::_--,,.i~~~;:c::~==========:_______ DATE fe I Zf 'l 1 T I I EsGil Corp~ration 1n Partnersli.ip witli. (jovernment for 'Buifaing Safety DATE: 10/21/99 JURISDICTION: Carlsbad PLAN CHECK NO.: PCR 99-264 (Orig. 99-3044) SET: I PROJECT ADDRESS: 1969 Kellog Ave. PROJECT NAME: MV Technical-Plan Revision •' ~NT OJURJ D PLAN REVIEWER D FILE • The plans transmitted herewith have been Gorrected 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 whe.n minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is .enclosed for the jurisdiction to forward to the applicant contact person .. D The applicant's copy of the check list has been sent to: • ~sgil 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 be.en completed. Person contacted: Telephone#: Date contacted: (by: ) Mail Telephone-Fax In Person 0 REMARKS: By: Mike Puckett l::sgil· Corporation D GA D MB D EJ D PC EnclosL;Jres: log Fax#: trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + .San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad PCR 99-264 (Orig~ 99-3044) 10/21/99 VALUATION AND PLAN .CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: PCR 99-264 (Orig. 99-3044) PREPARED BY: Mike Puckett BUILDING ADDRESS: 1969 Kellog Ave. BUILDING OCCUPANCY: B/Fl/S1 DATE: 10/21/99 TYPE OF CONSTRUCTION: VN BUILDING PORTION BUILDING AREA VALUATION VALUE (ft.2) MULTIPLIER ($) Plan Revision NA See Comments See Comments - Air Conditioning - Fire Sprinklers TOTAL VALUE See Comments D 199 UBC Building Permit Fee D Bldg. Permit Fee by ordinance:$ D 199 UBC Plan Check Fee D Plan Check Fee by ordinance: $ Type of Review: D Complete Review D Structural Only • Hourly O Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 43.58 Comments: Esgil Fee=½ hr. at $87.15/hr. = $43.58 Sheet of macvalue.doc 5196 r . . • NO---~--< A TT ACHMENT T 0 'STUD$ NEW--__, SUSPENDED ACOUSTIC tlLE CEILING PER PLAN NEW TOP5ET BASE EXISTING-~ CONCRETE · NOTE: PROVIDE SOLID METAL STUD BLOCKING MID . HEIGHT OF HALL 1'-!EH 2X4 BLOCKING AT 24 11 O.C. BETWEEN EXISTING JOISTS 2-10d AT EACH BLOCK EXISTING JOIST NEW 20 GA DEEP LEGGED TOP TRACK WITH 2-8d TO BLOCKING NEW R-1'9 SOUND BATT INSULATION IN HALL CAVITY TYP. 6 11 X 20 GA . METAL STUDS AT 1211 O.C. WITH 5/8 11 TYPE X GYP.BOARD NEW 2@ GA. METAL STUD TRACK WITH POWER DRIVEN RAMSET PINS · SLAB ,.,.,...,...,......_l...-J.~~~~;:::~Ll--~A~T~32" O.C. AND ,,,\''~01 il.,.,g,,,~, <1 <1 0" FROM ENDS -,,, ~s~ M:irCfl1 '',#4 4 ,' C"~ ••••••• l1}'A ':, <1 4 <1 4 4 2 PIN$ PER ,' ,..., 0 o O G r. e O ., <"...,, ...... -... 'v' • ,s:, · li,r,.,. • u-i.>. .. <1 TRACK MIN :: .... :._,"§', '{'.J•• • .r·:. <'.l • f :°-:s-..,.,. f ·. . \ <1 £1 <1 ( ICBO lil0 3'9) 0 • - ~~1!. 97FJ.7 ht~ \_ 00 • REN.· 7 /;,; • • .• / -:, ?. @-.. ~· ~ .... , """', .,?>-••e••o•9 O.~ ,,' ,,, t( OF CAL\\\J" ,,' ,,,, t\ ,\,, ,,,,,,,.,11,1' FULL HEIGHT WALL PARTITION 311 = 11-011 BG02 r ll j, ' • NO ____ --( A TT ACHMENT TO · STUDS NEW---' SUSPENDED ACOUSTIC TILE CEILING PER PLAN NEW TOPSET BASE EXISTING-- NOTE: PROVIDE.SOLID METAL STUD BLOCKING MID HEIGl-n OF WALL ,\JEW 2X4 BLOCKING AT 24" O.C. BETWEEN EXISTING JOISTS 2-lbd AT EACH BLOCK EXISTING JOIST NEW 20 GA DEEP LEGGED TOP TRACK WITH 2-8d TO BLOCKING NEW R-113 SOUND BATT INSULATION IN WALL CAVITY TYP. b" X 20 GA MET AL ·s TUDS AT 12" O.C. WITH 5/8" TYPE X GYP.BOARD NEW 20 GA. METAL STUD TRACK WIT!-l POWER DRIVEN RAMSET PINS . CONCRETE SLAB --~--~~~=6::--~~ _ __!:.A~T,2.32" O.C. AND b II FROM ENDS .. <1 ,,,,,,, .. 111'' ,1 <1 <1 FULL HEIGHT WALL PARTITION 3" = 1'-0" <1 4 <I 2 PINS PER <1 TRACK MIN. (ICBO '163~) BG02 City of Carlsbad Building Department Violation Notice · Porta-Port Electrical Systems Date July 29 1999 Porta Port Number ----- The following violations of t~e NEC were noted during an inspection conducted this date: O Nor:i-Metallic Wiring in Class 1 Division II Location O Use of flexible cords in lieu of permanent wiring methods. O Pendant not listed for hard usage O Pendant w/o a separate grounding conductor O Light fixture not listed for use in a Class 1 Division II location O Portable utilization equipment not listed for use in a Class 1 Division 11 location O Workshop area not effectively cut off from hanger ar~a by walls or partitions O Battery charger in use inside the hanger o Battery charger w/o labeling requirements re: Class 1 Division II location O No permit for electrical wiring· O Other violation of NEC, UBC, UPC, UMC as noted below: To obtain permits submit letter from Property Owner Approving Changes· or Alterations. Perm.its to be obtained by License Contractor. Violations must be cleared by the inspector of record within calendar days. Failure to ----- clear these violations may result in termination of the electrical service to the porta-ports. Arrange a re- inspection by contacting the inspector at the number below. Inspector Paul Smith Telephone Number (760) 438-1161 Ex 4469