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HomeMy WebLinkAbout2240 FARADAY AVE; ; CB061663; Permit07-24-2006 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB061663 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title Applicant LEAH COHEN STE 202 629 J ST SAN DIEGO 92101 6192356166 2240 FARADAY AV CBAD Tl Sub Type 2121204300 Lot# $163,065 00 Construction Type Reference # EARTH SUPPORT SYT- 4,659 SF SHELL TO OFFICE INDUST 0 VN Status Applied Entered By Plan Approved Issued Inspect Area Plan Check# Owner FARADAY SPECTRUM L L C C/O KENNETH R SATTERLEE 4350 EXECUTIVE DR #301 SAN DIEGO CA 92121 ISSUED 06/09/2006 LSM 07/24/2006 07/24/2006 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $743 68 Meter Size SO 00 Add'l Reel Water Con Fee $483 39 Meter Fee $0 00 SDCWA Fee $000 CFD Payoff Fee $3424 PFF (3105540) $0 00 PFF (4305540) ' s $000 License Tax (3104193) / ( $0 00 License Tax-(4304193) $0 00 Traffic Impact Fee (3105541) ' $0 00 Traffic Impact Fee (4305541) $0 00 PLUMBING TOTAL $000 ELECTRICAL TOTAL ' $0 00 1 MECHANICAL TOTAL $4,544 00 Master Drainage Fee D3/4 Sewer Fee $0 00 Redev Parking Fee $0 00 Additional Fees , HMP Fee TOTAL PERMIT FEES $000 $18500 $4,31300 $000 $2,967 78 $000 $000 $000 $1,96000 $000 $19500 $41000 $10400 $000 $6,072 28 $000 $000 9? $22,012 37 Total Fees $22,012 37 Total Payments To Date $22,012 37 Balance Due BUILDING FLANS $000 IN STORAGE ATTACHED Inspector FINAL APPROVAL Date SL Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications reservations, or other exactions hereafter collectively referred to as "fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired 0616001-5 0001 06/09/2006 001 11 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave, Carlsbad CA 92008 PLAN CHECK NO VAL 1(0 U? 3 Plan Ck Deposit Validated By Date 1 "*~ PROJECTJNFtJRMATION HO Name 3 j ^APFJUCANT^ Address Contractor^ ~* O^A'gent'far Gontracfor (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 permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]} TS/K H^&Q fexe.C,oVxv<L \3* , S^>'*\e. £C>\ Sc^vx V>\g.cxC»,CA. <H2^2_\ &&£- Name State License # Addtess License Class Crty 'suite/zipO~' ~" "Telephone # . City Business Licensp # \ JL 2A 73H ifiti. Address City bte/Zip Telephone #Designer Name State License #. 6"7j- WORKERS COMPENSATION/' ^ , _ „ , ,„ _„„. , _^ _, „ „ _ „ __„,,„» ™™™ ,_„ ,^™^1,^i- ~- ™,^ _- *»««,„,*, fflim4,,«™*, 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 Jt 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 issued My worker s compensation i««--"n^e carrier and policy number are * - . — Insurance Company_^\ft\t COv*\O<tVvi€«V»O?^ Policy No _Y*^>_Y_UiRS-*-fe*?**S*_ Expiration Date J (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) D 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 lo secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand doltars($100,000) in addition to the cost of compensation, damages are provided for in Section 3706 of the Labor Code, interest and attorney's fees SIGNATURE DATE Thereby affirm that I am exempt from the Contractor s License Law for the following reason D I as owner of the properly or my employees with wages as their sole compensation will d the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is sold within one year of completion the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) yd, I as owner of the property am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractors 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 | personally plan to provide the major labor and materials for construction of the proposed property improvement D YES D NO 2 tffiav£>ave 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 humber) 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 / /ontractors license number) •, . •——— 5 I will provide some of the work but I have contracted (Wred) theNollowmg persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATU DATE WHITE File YELLOW Applicant PINK Finance PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Catlsbad CA 92008 Page 2 of 2 COMPLETE JTHIS SECTION FORJJON-RESIDENTIAC BU III DING PERMITS ONLY^ C'^ ^f J" v ^O^ ,'$ ^^FiT^P'l !?"V"i!'tw1^>« ™"s f A ^ ^Nt***"! Is Ihe applicant or future, building occupant required to submit a business plan acutely hazardous materials registration for or risk management and prevention program under Sections 2550^ 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act? D YES X NO Is the applicant or future building occupant required to obtain a permit from Ihe air pollution control district or air quality management district? D YES jJlXNO 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 I hereby affirm that there it. a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(1) Civil Code] _ RLJI \A ^^C*. X-d^A1- ~^^S -^ __ . -\ t ft f. f\ LENDER S NAME f^Qje.\V£) \~CXC p£> ^% v ,^Xf-.^^ ^^ LENDER S ADDRESS _ r_\OjC,... ^ ^> 4 O ' ~ O..I.Z ?O *OC>* C5 S 7CX 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 ~V X ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the^bove mentioned property for inspection T 5>^.&^ purposes I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGEMENTS, COSTS AND O 7CX EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations of 5 0 deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued 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 commenced for a period of 180 days (Section 106 4 4 Uniform Building Code) APPLICANT 5 SIGNATURE ^*^^&Z*f S^%,**S' *^ "^ DATE 4,/& /PC WHITE File YELLOW Applicant PINK Finance Final Building inspection M^l Dept: Building Engineering Plan Check # Planning CMWD St Lite •§&&> Date Permit # CB061 663 Permit Type Project Name EARTH SUPPORT SYT- 4,659 SF , Sub Type SHELL TO OFFICE Address 2240 FARADAY AV Contact Person GARY Sewer Dist CA Inspected.// ,7 / Bv Hf Sft^A***?I . / Inspected ' Bv Inspected Bv Lot 0 Phone 8582485172 Water Dist CA Date / . Inspected /2/2£*/#^ Approved ^1 1 1 Date Inspected Approved Date Inspected Approved 12/21/2006 Tl INDUST Disapproved Disapproved Disapproved Comments Inspection List Permit# CB061663 Type Tl Date Inspection Item 02/27/2007 89 02/27/2007 89 12/27/2006 89 12/21/2006 89 11/28/2006 39 11/14/2006 33 11/14/2006 39 11/03/2006 14 11/03/2006 34 11/03/2006 44 09/26/2006 17 09/25/2006 17 09/20/2006 14 " 09/20/2006 16 09/20/2006 44 09/18/2006 16 09/11/2006 14 09/11/2006 24 09/11/2006 34 09/11/2006 44 08/31/2006 24 08/11/2006 24 07/26/2006 21 Final Combo Final Combo Final Combo Final Combo Final Electrical Service Change/Upgrade Final Electrical Frame/Steel/Boltmg/Weldin Rough Electric Rough/Ducts/Dampers Interior Lath/Drywall Interior Lath/Drywall Frame/Steel/Bolting/Weldm Insulation Rough/Ducts/Dampers Insulation Frame/Steel/Bolting/Weldm Rough/Topout Rough Electric Rough/Ducts/Dampers Rough/Topout Rough/Topout Underground/Under Floor INDUST Inspector Act RB - RB RB JM RB RB TP TP TP RB RB RB RB RB RB RB RB RB RB RB TP RB Fl Rl PA CO AP we CO AP AP PA AP CA AP AP AP NR f PA AP AP we CA NR AP EARTH SUPPORT SYT- 4,659 SF SHELL TO OFFICE Comments a m please TEMP C OF O - ND DOOR @ CONFERENCE RM & PANELS UNDER WINDOWS SEE NOTICE PANELS A, B, AND C SEE NOTICE ATTACHED T-CEIL CEILLITES DUCTS (SEE CARD NOTE) WALLS & HARD LID ©CEILING @ HARD LIDS ©CEILING SEE NOTICE WALLS ONLY ' WILL DO @ FRMG INSP BLDG LOCKED Wednesday, February 28, 2007 Page 1 of 1 City of Carlsbad Bldg Inspection Request For 02/27/2007 Permit* CB061663 Title EARTH SUPPORT SYT-4,659 SF Description SHELL TO OFFICE Inspector Assignment RB Sub Type INDUSTType Ti Job Address 2240 FARADAY AV Suite Lot 0 Location OWNER FARADAY SPECTRUM L L C Owner GUIDO PROPERTIES L L C Remarks a m please Phone 8582485172 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 ' Final Mechanical J , Act _ Comment Requested By GARY Entered By CHRISTINE Comments/Notices/Holds Associated PCRs/CVs Original PC# CV061268 CLOSED O- MISSING SUPPLEMEI- Date 12/27/2006 12/21/2006 11/28/2006 11/14/2006 11/14/2006 11/03/2006 11/03/2006 1 1/03/2006 09/26/2006 09/25/2006 09/20/2006 09/20/2006 Inspection History Description 89 Final Combo 89 Final Combo 39 Final Electrical 33 Service Change/Upgrade 39 Final Electrical 14 Frame/Steel/Bolt ing A/Veld ing 34 Rough Electric 44 Rough/Ducts/Dampers 17 Interior Lath/Drywall 17 Interior Lath/Drywall 14 Frame/Steel/Bolting/Welding 16 Insulation Act PA CO AP we CO AP AP PA AP CA AP AP Insj RB RB JM RB RB TP TP TP RB RB RB RB Comments TEMP COFO-ND DOOR @ CONFERENCE RM & PANELS UNDER WINDOWS SEE NOTICE PANELS A, B, ANDC SEE NOTICE ATTACHED T-CEIL CEILLITES DUCTS (SEE CARD NOTE) WALLS & HARD LID @ CEILING City of Carlsbad Bldg Inspection Request For 12/21/2006 Permit* CB061663 Title EARTH SUPPORT SYT-4,659 SF Description SHELL TO OFFICE Inspector Assignment RB Type Tl Sub Type JNDUST Job Address 2240 FARADAY AV Suite Lot 0 Location APPLICANT LEAH COHEN Owner Phone 8582485172 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By GARY Entered By CHRISTINE Act Comment Comments/Notices/Holds Associated PCRs/CVs Original PC# CV061268 OPEN O- MISSING SUPPLEMENTAL Inspection History Date 11/28/2006 11/14/2006 11/14/2006 11/03/2006 11/03/2006 11/03/2006 09/26/2006 09/25/2006 09/20/2006 09/20/2006 09/20/2006 09/18/2006 09/11/2006 Description 39 Final Electrical 33 Service Change/Upgrade 39 Final Electrical 14 Frame/Steel/Bolt ing A/Veld ing 34 Rough Electric 44 Rough/Ducts/Dampers 17 Interior Lath/Drywall 17 Interior Lath/Drywall 14 Frame/Steel/Bolting/Welding 16 Insulation 44 Rough/Ducts/Dampers 16 Insulation 14 Frame/Steel/Botting/Weldmg Act AP we CO AP AP PA AP CA AP AP AP NR PA Insp JM RB RB TP TP TP RB RB RB RB RB RB RB Comments PANELS A, B, ANDC SEE NOTICE ATTACHED T-CEIL CEIL LITES DUCTS (SEE CARD NOTE) WALLS & HARD LID ©CEILING @ HARD LIDS @ CEILING SEE NOTICE r -»V - *» CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE LOCATION PERMIT NO /t/ot*t, (760) 602-2700 1635 FARADAY AVENUE TIME ^ FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? I I YES FOR FURTHER INFORMATION,CONTACT PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER City of Carlsbad Bldg inspection Request For 11/14/2006 Permit# CB061663 Title EARTH SUPPORT SYT-4,659 SF Description SHELL TO OFFICE Inspector Assignment RB 2240 FARADAY AV Lot Type Tl Job Address Suite Location APPLICANT LEAH COHEN Owner Remarks Sub Type INDUST Phone 8582485172 Inspector Total Time Requested By GARY Entered By JANEAN CD Description 33 Service Change/Upgrade Act omment Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description 11/03/2006 14 Frame/Steel/Bolting/Welding 11/03/2006 34 Rough Electric 11/03/2006 44 Rough/Ducts/Dampers 09/26/2006 17 Interior Lath/Drywall 09/25/2006 17 interior Lath/Drywall 09/20/2006 .14 Frame/Steet/Bolting/Welding 09/20/2006 16 Insulation 09/20/2006 44 Rough/Ducts/Dampers 09/18/2006 16 Insulation 09/11/2006 14 Frame/Steel/Bolting/Weldmg 09/11/2006 24 Rough/Topout 09/11/2006 '34 Rough Electric 09/11/2006 44 Rough/Ducts/Dampers 08/31/2006 24 Rough/Topout 08/11/2006 24 Rough/Topout 07/26/2006 21 Underground/Under Floor AP AP Act Insp AP TP AP TP PA TP AP RB CA RB RB RB AP RB NR RB PA RB AP RB AP RB WC RB CA RB NR TP AP RB Comments T-CEIL CEILLITES DUCTS (SEE CARD NOTE) WALLS & HARD LID @ CEILING @ HARD LIDS ©CEILING SEE NOTICE WALLS ONLY WILL DO @ FRMG INSP BLDG LOCKED CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE (760) 602-2700 1635 FARADAY AVENUE // ~/4^- LOCATION PERMIT NO TIME #£*^-c- fc«e^f a-«^ ^y CSsta, £fTCH FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? FOR FURTHER INFORMATION JCDNTACT n YES BUILDING II^SPECTOH CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For 09/11/2006 Permit* CB061663 Title EARTH SUPPORT SYT- 4,659 SF Description SHELL TO OFFICE Type Tl Sub Type INDUST , Job Address 2240 FARADAY AV ' Suite Lot 0 "Location APPLICANT LEAH COHEN Owner Remarks am.-could not wait any longer for Tim * Total Time CD Description Act Comment 14 Frame/Steel/Bolting/Weldmg 24 Rough/Topout 34 Rough Electric 44 Rough/Ducts/Dampers Inspector Assignment RB Phone 8582485172 Inspector Requested By GARY Entered By CHRISTINE A Comments/Notices/Hold Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp Comments 08/31/2006 24 Rough/Topout CA RB WILL DO @ FRMG INSP 08/11/2006 24 RoughrTopout NR TP BLDG LOCKED 07/26/2006 21 Underground/Under Floor AP RB CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE LOCATION PERMIT NO (760) 602-2700 1635 FARADAY AVENUE TIME / *>'Q0< <> FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? FOR FURTHER INEORM/mON, CONTACT YES PHONE CODE ENFORCEMENT OFFICER \ ' - - , *1 -. " -4_,» EsCSTCorporatrbTi *- " - In (Partnership -with-government for (BuiCding Safety DATE July IS, 2006 g APPLICANT JURISDICTION City of Carlsbad CTPLAN1REVIEWER Q FILE ' PLAN CHECK NO : 06-1663 - SET II PROJECT ADDRESS. 2240 Faraday Avenue * - PROJECT NAME Earth Support Systems Inc. - TI X] The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's buifding codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck ,f 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 X] Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted r Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Bryan Zuppiger 't Enclosures ' Esgil Corporation D GA D MB D EJ D PC 07/11/06 trnsmtl dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 ,+ (858)560-1468 + Fax (858) 560-1576 V EsGil Corporation In Partnership ivttfi government for (BuiCding Safety DATE 6/21/06 . Q APPLICANT JURISDICTION City of Carlsbad a PLAN REVIEWER Q FILE PLAN CHECK NO • 06-1663 SET I PROJECT ADDRESS 2240 Faraday Ave PROJECT NAME Earth Support Systems Inc. - TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck X] The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for'the jurisdiction to forward to the applicant contact person XI The applicant's copy of the check list has been sent to Leah Cohen 629 J Street Suite 202, San Diego, CA 92101 Esgil Corporation staff did not advise the applicant that the plan check has been completed >\] Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Leah Cohen , Telephone # 619-235-6166 Date contacted^/?/ /0&(by^45) Fax # 619-235-9431 Mail Telephone l/^Fax |/ln Person ' , REMARKS' By Doug Moody , Enclosures Esgil Corporation D GA D MB D EJ D PC 6/12/06 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 4 Fax (858) 560-1576 City of Carlsbad 06-1663 6/21/06 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO 06-1663 OCCUPANCY B TYPE OF CONSTRUCTION- VN ALLOWABLE FLOOR AREA SPRINKLERS'? YES REMARKS DATE PLANS RECEIVED BY JURISDICTION 6/9/06 DATE INITIAL PLAN REVIEW COMPLETED 6/21/06 JURISDICTION City of Carlsbad USE: Office ACTUAL AREA 4659sf STORIES. 1 HEIGHT ' OCCUPANT LOAD 65 DATE PLANS RECEIVED BY ESGIL CORPORATION 6/12/06 PLAN REVIEWER Doug Moody 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 City of Carlsbad 06-1663 6/21/06 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 1 Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 editions of the California Buildmg/Plumbmg/Mechanical Codes and the 2004 edition of the California Electncaf Code, which adopt the 1997 UBC, 2000 UMC, 2000 UPC and the 2002 NEC 2 Glazing in the following locations should be of safety glazing material in accordance with Section 2406 4 a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors b) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface 3 Please clarify the plans and details for wall type C • Please revise the plans and indicate in the calculations what the columns are? • Please clarify the details do the threaded rod in the 4x12 framing members extend to the roof9 Are they bolted to the roof structure? 4 Revolving, sliding and overhead doors are not permitted as exit doors if the occupant load exceeds 9 Please revise the doors to the conference room Section 10033 1 2 5 Please imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans V City of Carlsbad O6-1663 6/21/06 6 Show on the plan that ground-fault circuit-interrupter protection complies with NEC Art 210-8 All 125-volt, single-phase, 15- and 20- ampere receptacles installed in the women's bathrooms shall be protected. 7 Please note on the plans "AC Cable is not allowed in A, B, E, H, and I occupancies NM cable is restricted (without City approval) to one and two family dwellings Note on plans that an equipment ground conductor is to be installed in all flexible conduits" 8 Please have the Document Author sign the Statement of Compliance and have the principle designer check the appropriate box in the Statement of Compliance section of the PERF-1-C energy document and sign the appropriate portion 9 Please have the principle designer check the appropriate box(s) in the Statement of Compliance System Acceptance section of the MECH-1 documents 10 On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design 11 If showers are proposed, show or note compliance with the following requirements, per Section 1115B62 a) Compartments are either i) 42" in width between wall surfaces, and 48" minimum in depth (having an entrance opening > 42"), or, u) >60" in width between wall surfaces, and 30" minimum in depth (having a full opening width on the long side) As an alternate, showers 60" minimum in width may be 36" minimum in depth as long as the entrance opening width is a minimum of 36 inches b) Grab bars comply with Section 1115B 8 located i) On walls adjacent to and opposite the seat n) Mounted >33" but ^6" above the shower floor c) If a threshold or recessed drop is used, it shall be i) ^/2" in height 11) Be beveled or sloped ^5° from the horizontal d) Indicate a folding seat, located on the wall adiacentto the controls, 18" above the floor e) The soapdish shall be located on the control wall ^0" above the shower floor f) If a separate shower compartment is not provided, the shower is be i) Located in a corner, with L-shaped grab bars extending along two adjacent walls n) A folding seat adjacent to the shower controls is to be provided City of Carlsbad 06-1663 6/21/06 g) A flexible hand-held shower unit is required with i) A hose >60" long u) Head mounted 48" above finished floor NOTE Two wall-mounted heads may be installed in lieu of the hand-held unit in areas subject to excessive vandalism To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans Have changes been made to the plans not resulting from this correction list? Please indicate Yes Q No a 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 Doug Moody at Esgil Corporation Thank you City of Carlsbad O6-1663 6/21/06 VALUATION AND PLAN CHECK FEE PLAN CHECK NO 06-1663 DATE 6/21/06 JURISDICTION City of Carlsbad PREPARED BY Doug Moody BUILDING ADDRESS 2240 Faraday Ave BUILDING OCCUPANCY. B TYPE OF CONSTRUCTION VN BUILDING PORTION Tl Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 4659 cb Valuation Multiplier 3437 By Ordinance Reg Mod VALUE ($) ' 160,130 160,130 $734.44 Plan Check Fee by Ordinance Type of Review Complete Review D Other i—i Hourly Structural Only Hour Esgil Plan Review Fee $477.39 $411 29 'Comments Sheet 1 of 1 macvalue doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB ADDRESS RESIDENTIAL RESIDENTIAL ADDITION MINOR « $10,000.00) DATE IMPROVEMEN PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER ENGINEER DATE DATE V ENGINEERING DEPARTMENT FEE CALCULAtlON WORKSHEET D Estimate based on unconfirmed information from applicant D Calculation based on^uilding plancheck plan submittal Address 7 "2 L/^ ^7 ^- ^ ^- *"*i Bldg Permit No Prepared by L-L^fI EDU CALCULATIONS Types of Use ^)\\\vx Types of Use APT CALCULATIONS <=w i Types of Use rv\ \J Types of Use \ Date^1/1*""/Checked bv^ List types and square footages for all uses Sq Ft /Units ^? £> f ~~*?J ' sg Ft /Units List types and square footages for all uses NX Sq Ft /Units ^ Q> f~?u Sq Ft /Units Date EDU's EDU's ADT's ADT's FEES REQUIRED WITHIN CFD D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO 1 PARK-IN-LIEU FEE FEE/UNIT PARK AREA & # X NO UNITS = $ D D D D D n 2 TRAFFIC IMPACT FEE ADT's/UNITS rf{_ -^ 3 BRIDGE AND THOROUGHFARE FEE (DIST ADT's/UNITS X 4 FACILITIES MANAGEMENT FEE ZONE UNIT/SO FT X 5 SEWER FEE EDU's 1 ((&(-? x "7BENEFIT AREA -r EDU's X 6 SEWER LATERAL ($2,500) 7 DRAINAGE FEES PLDA ACRES X 8 POTABLE WATER FEES UNITS CODE CONNECTION FEE / A dkfa AlJ^^tt%^/(,/<>•//wUry FEE/ATJT ^0 =$ ^ )LoT^ #1 DIST #2 DIST #3 ) FEE/ADT = $ ^*^~~' FEE/SQ FT /UNIT - $ /^^ FEE/EDU ^0 i =$ ((& ^( * /^ FEE/EDU fe> f --^ ^$ ' / *? /- f Q A ^**^^ HIGH /LOW FEE/AC = $ ^^^ METER FEE SDCWA FEE IRRIGATION WordVDoc s\M Is fo rms\ Fe e Ca I cu latlo n Wo rfcs heel 1 of 2 Rev 7/14/00 Carlsbad Fire Department Plan Review Requirements Category TI , INDUST Date of Report 06-20-2006 Name LEAH COHEN Address STE 202 629 J ST SAN DIEGO 92101 Permit# CB061663 Job Name EARTH SUPPORT SYT- 4,659 SF Job Address 2240 FARADAY AV CBAD Reviewed by submitted for review is incomplete At this time, adequately conduct a review toaetenmn^oinpTfffl Please review carefully all comirient^p^daad^EteMCTffgfflnirHrie necessary plans and/or Conditions: Cond CON0001467 [MET] No Comments Entry 06/20/2006 By MS Action AP Structural Connection Design Calculations 2240 Faraday Spectrum Carlsbad, California July 5, 2006 ESSI Project # 06-140 (Revision 1) Table of Contents: Partition Plan and Details Soldier Beam & Lagging Partition Walls Drafter's Workstation Partition Walls, Wine Cellar Partition Walls Product Data (Simpson Strong-Tie) Section 1 2 3 4 5 EARTH SUPPORT SYSTEMS, INC. 1833 DIAMOND STREET, SUITE 2O1 'SAN MARCOS, CALIFORNIA 92O78 TEL (76O) 761-O492 'FAX(76O) 761-O493 /""%- f ff /* ^" C^fV/ b'kj I I I I I I I I I I I I I I I I I I I EARTH SUPPORT SYSTEMS, INC. 1833 DIAMOND STREET, SUITE 2O1 'SANMARCOS, CALIFORNIA 92O78 TEL (76O) 761-O492 <FAX(76O) 761-O493 July 5, 2006 Donald Kachur, AIA Howard-Sneed Archecture and Design 629 J Street, Suite 202 San Diego, CA92101 Re.2240 Faraday Spectrum Carlsbad, California Phone (619) 235-6166 Fax (619} 235-9431 JOB #06-140 Subject Structural Review Comments June 21, 2006 Dear Mr Kachur, Earth Support Systems Inc (ESSI) is in receipt of the comments made by EsGil Corporation, the reviewing agency for the City of Carlsbad, regarding the interior partition walls at the above referenced project ESSI provides the following responses to those comments Item 3A Page 1 and 2 of the calculations includes load development for seismic and dead load for the timber lagging wall, with steel wide flange columns Plans have been revised to show the W5x19 wide flange columns Item 3B Threaded rods "cinch" the 4x12 timbers to each other and to the floor The threaded rods do not go to the ceiling, they terminate at the top of wall at the upper most timber The timber wall resists lateral loads at the wide flange columns (W5x19) and are connected to the floor with two 3/4" diameter expansion anchors {see detail 3/ES1) and to the underside of roof with two 4x6 blocks and Simpson U46 hangers at the ends connected to the existing roof rafters, and (4) % "diameter machine bolts connecting the column to the blocking, (see detail 2/ES1) ESS! trusts this response is satisfactory If you have any questions or concerns, please contact our office Sincerely, EARTH SUPPORT SYSTEMS, INC William S Fischetti, PE President end Design Calculations ^-oc- I I Structural Connection Design Calculations 2240 Faraday Spectrum Carlsbad, California July 5, 2006 ESSI Project # 06-140 (Revision 1) i Table of Contents: Section I Partition Plan and Details . . 1 Soldier Beam & Lagging Partition Walls . . 2 • Drafter's Workstation Partition Walls . 3 • Wine Cellar Partition Walls * 4 Product Data (Simpson Strong-Tie) 5i i I /^KJp I EARTH SUPPORT SYSTEMS, INC.I WT /1833 DIAMOND STREET, SU/TE 2O1 SANMARCOS, CALIFORNIA 92O78 761-O492 761-O493 SECTION 1 ESC Ill awtmtftxaWcetMifHStyjata.siiviaa wyniontus80036 VINUOdnVO 'OVHS1UVO3nN3AtfAvavbvdot>33ONI 'sraisAS iHOddns muva COLU Itit o X V) CO SECTION 2 I I EARTH SUPPORT SYSTEMS, INC.1833 DIAMOND STREET. SUITE 201'SAN MARCOS, CALIFORNIA 92073 TEL (760) 761-0492 'FAX (760) 761-0493 Project: Sheet No Engineer Checker of Date \ /_ ^H - *1 . T f?. - J,o - **-} C\ 3 . 1.4 c EARTH SUPPORT SYSTEMS, INC. 1833 DIAMOND STREET, SUITE 201 'SAN MARCOS, CALIFORNIA 92O78 TEL (760) 761-0492 'FAX (760) 761-O493 Project: Sheet No Engineer Checker of Date Date I I EARTH SUPPORT SYSTEMS, INC. 1833 DIAMOND STREET, SUITE 2O1 'SAN MARCOS, CALIFORNIA 92O78 'TEL (76O) 761-O492 'FAX (760) 761-O493 Project: Sheet No Engineer Checker • -%. V- •f no ~ ~ I I M r EARTH SUPPORT SYSTEMS, INC. 1833 DIAMOND STREET. SUITE 201 'SAN MARCOS, CALIFORNIA 92078 TEL (760) 761-0492 'FAX (760) 761-0493 Project: ^2^> Sheet No Engineer Checker of Date, Date SECTION 3 I I EARTH SUPPORT SYSTEMS, INC. 1833 DIAMOND STREET, SUITE 201 'SAN MARCOS, CALIFORNIA 92O78 TEL (760) 761-0492 'FAX (760) 761-O493 Sheet No Engineer Checker EARTH SUPPORT SYSTEMS, INC. 1833 DIAMOND STREET, SUITE 2O1 'SAN MARCOS, CALIFORNIA 92078. TEL (?6O) 761-0492 'FAX (7GO) 761-O493 Project: Sheet No Engineer Checker SECTION 4 EARTH SUPPORT SYSTEMS, INC. 1833 DIAMOND STREET, SUITE 2O1 'SAN MARCOS, CALIFORNIA 92O78 TEL (760) 761-0492 <FAX(76O) 761-O493 Project: Sheet No Engineer Checker Of Pate Date SECTION 5 T \ / I SIMPSON For less fasteners, higher loads, and narrow CFS studs, reference S/HDS and S/HDB MATERIAL S/HD8 and S/HD10 -118 mil (10 ga) with 3A" plate, S/HD15 -171 mil {7 ga) with W plate FINISH Simpson gray paint Hot-dip galvanized is available, see Corrosion-Resistant Connectors, page 11 INSTALLATION • Use all speciiied fasteners See General Notes • See SSTB Anchor Bolts The design engineer may specify any alternate anchorage calculated to resist the tension load for your specific job • Anchor boll washer is not required CODE See page 7 for Code Listing Key Chart jf^ Available with additional corrosion protection Check with factory Model No S/HD8 S/HD10 S/HD15 Dlmenslc W i H ZYi I 13% IVi | 16Wt 2% |21V4 ns CL 1W 11A 1V4 Fasteners AnchorDia '/*. % 1 Screws 24 #10 30 #10 48- #10 Allowable Tension Loads (133) 2 33 mil (2 20 ga) 7615' 9520' - 43 mil (18 ga) 84601 9&G52 12200' 54 mil (16 ga) 89402 96651 144052 Holdown* Deflection atHighest AllowableDesign Load 0085 0093 0070 I Code I Ref | , 28 I 104 | 28 ' f For load at (100), multiply table valje by 075 wherethe 1/3 increase is not permitted Reference page 10 2 Values are test limited For load at (100), no reductionnecessary For load at (133) for 1/3 increase, nofurther increase allowed 3 the Designer shall specify the anchor embedmentand configuration See SSTB Anchor Bolts and Additional Anchor Design A Deflection at Highest Allowable Design Load The deflection of a holdown measured between tlie anchor boltand the strap portion of the holdown when loaded to the highest allowable load listed in the catalog table Thismovement is slnctfydue to the holdown deformalion under a static load test conducted on a steel jig S/HD8 2V4H(S/HD10) 2W(S/HD15) S/HD10 (S/HD15 similar) S/ITT & S/HTT I I 24 The S/HTT14 is a single-piece formed tension tie—no rivets, and a 4-ply formed seat which won't unfold during loading No washers are required The S/L.TT and S/HTT Tension Ties are ideal lor retrofit or new construction projects They provide high strength, post-pour, concrete-to-steel connections MATERIAL See table FINISH Galvanized INSTALLATION • Use all specified fasteners • Use the specified number and type of screws to attach the strap portion to the steel stud Bolt the base to the wall or foundation with a suitable anchor, see table for the required bolt diameter CODE See page 7 for Code Listing Key Chart U S Patent 5,467,570 Mode! No S/LTT20 S/HTT14 Material mil (ga) Strap 97 (12 fla) 111 (11 ga) Plate 229 <3ga) - Dimensions W 2 2Vfc H 20 15 CL 114 1'/4 Fasteners Arrehor Bolts '/> % Screws Allowable Tension Loads (100 S 133) 5- #10 ! 1600 14 #10 | 4385 Holdown* Deflection at Highest Allowable Design Load 0209 0041 CodeRef 23 104 1 The Designer shall specify the anchor embedment and configuration See SSTB Anchor Bolts 2 Load at (100), no reduction necessary Load at (133) for 1/3 increase, no further increase allowed 3 Loads are based on attachment of CFS members having a minimum thickness of 33 mil (20 ga) 4 See S/HD notes regarding deflection at highest allowable design load Typical S/HH14 Installation as a Holdown LOAD TRANSFERPLATE—WASHERNOT REQUIRED S/HTT14 S/LTT20 I I I I I I I I I I I I I I I I I fI I Simpson Anchor Systems PPDP and PHN Fasteners Attaching Light Gauge Steel Chann Page 1 of 2 Home > EowderLActuated_Systems > Fastener Loads Print Ready Page ( Shear Load Values in Normal-Weight Concrete POP and PHN Fasteners Attaching Light Gauge Steel Channels - Shear Loads in Normal Weight Concrete PDP PHN 1 The fasteners shall not be driven until the concrete has reached the designated compressive strength Minimum concrete thickness is three times the faster embedment into the concrete ADHESIVES | MECHANICAL ANCHORS | POWDER ACTUATED SYSTEMS | CARBIDE About Us | Privacy Policy | User_Agreement | Limited Warranty | Product Use Information | Simpson Manufacturinc Copyright © 2006, Simpson Strong-Tie Co , Inc All rights reserved Contact us with questions or comments http //www simpsonanchors com/catalog/pat/fasteners/loads_phnpdplowshearhtml 4/22/2006 DEARTH SUPPORT SYSTEMS 1833 DIAMOND STREET SUITE 201 'SAN MARCOS, CA 92078 TEL (760) 761-0492 'FAX (760) 761-0493 Name RR Checked By WSF Dote 7/25/06 Job No Sheet 1 of 4 Client ESSI Job Description ADDITIONAL SOLDIER BEAM MODIFICATION DETAILS ROOF TRUSS (E) 4x6 ROOF RAFTER (E) I) _tt -,»»x2 x3 ANGLE IRON W/ W0 x 2V2H LAG BOLT IN PRE-DRILLED HOLE CONFERNENCE ROOM BELOW W5x19 SOLDIER BEAM BOTH SIDES SPLICE DETAIL © TRUSS CONFLICT NTS SEE SHEET 2 OF 4 FOR PLAN SECTION /^TlEARTH SUPPORT SYSTEMS [ ^^ 11833 DIAMOND STREET SUITE 201 \ ^^IsAN MARCOS, CA 92073 t \ F/7H (760) 761-0492 ^^JFAX(76Q) 761-0493 Name RR Checked By - WSF Date 7/25/06 Job No Sheet 2 of 4 Client ESSI Job Description ADDITIONAL SOLDIER BEAM MODIFICATION DETAILS 1/4"x2"x3" ANGLE IRON (3" LEG VERT) W5x19 SOLDIER BEAM W/ (4) 3/4"0 MB 4x6 ROOE RAFTER (E) 2x6 ROOE RAETER (E) 4x6 ROOE RAFTER (E) 1/40 X 2V2 LAG BOLTS PRE-DRILLED HOLES (6 TOTAL) ROOF TRUSS ROOE TRUSS ALTERNATE SOLDIER BEAM CONNECTION DETAIL (INVERTED PLAN VIEW OF ROOF) N TS SEE SHEET 1 OF 4 EOR SECTION WTH SUPPORT SYSTEMS 1833 DIAMOND STREET SUITE 201 'SAN MARCOS, CA 92078 TEL (760) 761-0492 'FAX (760) 761-0493 Name RR Checked By WSF Date 7/25/06 Job No Sheet 3 of 4 Ghent ESSI Job Description ADDITIONAL SOLDIER BEAM MODIFICATION DETAILS 1A"x2"x3" ANGLE IRON (3" LEG VERT) W5x19 SOLDIER BEAM W/ (4) 3/4"0 MB 4x6 ROOF 'RAFTER (E) LAG BOLTS PRE-DRILLED HOLES (6 TOTAL) 2x6 ROOF RAFTER (E) 4x6 ROOF RAFTER (E) ROOF TRUSS ROOF TRUSS ALTERNATE SOLDIER BEAM CONNECTION DETAIL (INVERTED PLAN VIEW OF ROOF) N TS IEMH SUPPORT SYSTEMS 1833 DIAMOND STREET SUITE201 'SAN MARCOS, CA 92078 'TEL (760) 761-0492 *FAX(76Q) 761-0493 Name RR Checked By WSF Date 7/25/06 Job No Sheet 4 of 4 Ghent ESSI Job Description ADDITIONAL SOLDIER BEAM MODIFICATION DETAILS o o o o !/2"x8" PLATE EXISTING TRUSS SUPPORT BRACKET EXISTING ROOE TRUSS W5x19 SOLDIER BEAM SOLDIER BEAM SECTION @ PERIMETER N TS \s PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PERF- PROJECT NAJUIE Earth Support Systems, Inc DATE PROJECT ADDRESS 2240 Faraday Avenue Carlsbad PRINCIPAL DESIGNER -^ENVELOPE Helix Mechanical DOCUMENTATION AUTHOR James Mann 6/4/2006 TELEPHONE (619)447-6675 TELEPHONE (619)561-9950 Building Permit # Checked by/Date ..Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS BUILDING CONDITIONED FLOOR AREA June, 2006!4,774 Sq Ft CLIMATE ZONE 7 BUILDING TYPE X! NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION ADDITION , X, EXISTING + ADDITION/ALTERATION (STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations This certificate applies only to a Budding using the performance compliance approach The documentation preparer hereby certifies that the documentation is accurate and complete DOCUMENTATION AUTHOR SIGNATURE ; ^^ " " " DATE 1 James Mann The Principal Designer hereby certifys that the proposed feuiltiing design represented in this set of construction documents is consistent with the other compliance forms and worksheets, Awth the specifications, and with any other calculations submitted h with this permit application The proposed building as designed meets the energy efficiency requirements contained in sections 110, 116 through 118, and 140, 142, 143 or 149of Title 24, Part 6 ENV LTG MECH 1 I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Cod sign this document as the person responsible for its preparation, and that I am licensed in the State of California as a civil engineer, mechanical engineer, or I am a licensed architect 2 I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code Section 5537 2 or 6737 3 to sign this document as the person responsible for its preparation, and that I am a licen contractor performing this work 3 I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions ( Code Sections 5537, 5538, and 6737 1 (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual) IENVELQPE COMPLIANCF Indicate location on plans of Note Block for Mandatory Measures Required Forms ENV-1 'PRINCIPAL ENVELOPE DESIGNER - NAME . SIGNATURE Helix Mechanical lie NO DATE JGHTING COMPLIANCE Indicate location on plans of Note Block for Mandatory Measurkjghtmg Compliance Not in The Scope OfThis-SubmittaT~ ~~ ~~~~~~Required Forms ^_^___^_,^__—_ PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURE LIC NO DATE IMECHANJCAL COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures .PRINCIPAL MECHANICAL DESIGNER - NAME ' Helix Mechanical, inc Required Forms MECH-1, MECH-2, MECH-3, MECH-5 j-E LIC NO DATE Run Initiation Time: 06704/06 16 02*49 Run Code. 1149462169 EnergyPro41 by EnergySoft User Number 4004 Job Number 2006002 License Detail Page 1 of 2 Calif Pin ia JH owe Friday, J License Detail Contractor License # 847198 CALIFORNIA CONTRACTORS STATE LICEN DISCLAIMER A license status check provides information taken from the CSLB license data base Before on this information, you should be aware of the following limitations • CSLB complaint disclosure is restricted by law (B&P 7124 6). If this entity is subject tc complaint disclosure, a link for complaint disclosure will appear below Click on the hn button to obtain complaint and/or legal action information • Per B&P 7071 17, only construction related civil judgments reported to the CSLB are disclosed • Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration • Due to workload, there may be relevant information that has not yet been entered ont Board's license data base Extract Date 07/21/2006 Business Information * * * TSACONTRACTINGINC 4350 EXECUTIVE DRIVE STE 301 SAN DIEGO, CA 92121 Business Phone Number. (858) 784-3650 Entity Corporation Issue Date 09/20/2004 Expire Date 09/30/2006 * * * License Status * * * This license is current and active All information below should be reviewed. * * * Classifications * * * GENERAL BUILDING CONTRACTOR * * *Bonding Information CONTRACTOR'S BOND: This license filed Contractor's Bond number 661110973 in the ai $10,000 with the bonding company http 7/www2 cslb ca gov/CSLB_LIBRARY/License+Detail asp 07/21/2006 License Detail Page 2 of 2 LINCOLN GENERAL INSURANCE COMPANY. Effective Date 08/02/2004 BOND OF QUALIFYING INDIVIDUAL(I): The Responsible Managing Officer (RMO) TER SHAWN ARNETT certified that he/she owns 10 percent or more of the voting stock/equity corporation A bond of qualifying individual is not required Effective Date 09/20/2004 * * *Workers Compensation Information * * * This license has workers compensation insurance with the STATE COMPENSATION INSURANCE FUND Policy Number 1757583 Effective Date 01/20/2004 Expire Date 01/01/2007 'Personnel List • License Number 1 Request • Contractor Name Request Salesperson J?equest • Personnel Name Request 1 Salesperson Name Request © 2006 State of California Conditions of Use Privacy Policy http 7/www2 cslb ca gov/CSLB_LIBRARY/License+Detail asp 07/21/2006