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2310 CAMINO VIDA ROBLE; 105; CB071854; Permit
08-29-2007 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB071854 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title Applicant RICHARD LUND 6199202134 2310CAMINOVIDAROBLECBADSt 105 Tl Sub Type INDUST 2130500800 Lot# 0 $408 940 00 Construction Type IIFR Reference # CISCO 11684SFTIOFF TO OFF Status Applied Entered By Plan Approved Issued Inspect Area Plan Check* Owner R J VIDA ROBLE INVESTORS L L C 2333 STATE ST #200 CARLSBAD CA 92008 ISSUED 07/12/2007 JMA 08/29/2007 08/29/2007 Building Permit Add I Building Permit Fee Plan Check Add I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add I Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $1 498 28 Meter Size $0 00 Add I Reel Water Con Fee $973 88 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $8588 PFF (3105540) $0 00 PFF (4305540) $0 00 License Tax (3104193) $0 00 License Tax (4304193) $000 Traffic Impact Fee (3105541) $0 00 Traffic Impact Fee (4305541) $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Master Drainage Fee Sewer Fee $0 00 Redev Parking Fee $0 00 Additional Fees HMP Fee TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $146 00 $2000 $2400 $000 $000 $000 $000 97 $2 748 04 Total Fees $2 748 04 Total Payments To Date $2 748 04 Balance Due $000 U1NU FLANS IN STORAGE ATTACHED Ulk \/\ Inspector FINAL APPROVAL Date Jj 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 City of Carlsbad 1635 Faraday Ave Carlsbad CA 92008 760 602 2717 / 2718 / 2719 Fax 760 602 8558 Building Permit Application Plan Check No O&O~l \ f^ Est PlanCk Deposit Date JOB ADDRESS CT/PROJECT* SUITE#/SPACE#/UNIT# # BATHROOMS I TENANT BUSINESS NAME CCNSTR TYPEPHASE # I # OF UNITS I # BEDROOMS DESCRIPTION OF WORK / -+-? EXISTING USE > PROPOSED USE GARAGE (SF)PATIOS (SF)DECKS (SF)FIREPLACE YES n #NOD AIR CONDITIONING YES D NO D FIRE SPRINKLERS YES D NOD CONTACT tfAffiE (If Different Fom Applicant)APPLICANT NAME ADDRESS ADDRESS CITY STATE ZIP CITY STATE ZIP PHONE FAX FAX EMAIL EMAIL (Sec 7031S 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 islicensed pursuant to the provisions of the Contractors 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 ofion 7031S by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}) 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 J3 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 workers compensation insurance earner and policy ' number are Insurance Co .^"T^^^FO^P _ Policy No \ (o4"7@£^f - '2-QQ^ Expiration Date ^-jOZOOl 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 to secyrelCof kers ^ompepsSuon coverage_is-unlawfyX-aad shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100 000) in ddition to the cost of compensa^m damages^^rc^ep^uirSj^sl^TWoMe Labor code interest and attorney s fees DATE g, [z/^ | D7 __CONTRACTOR SIGNATUE / hereby affirm that I am exempt from Contractor s License Law for the following reason O 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 Me 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 contractors to construct the project (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and contracts for such projects with contractor(s) licensed pursuant to the Contractor s License Law) O 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 D Yes O No 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 / 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 / contractors license number) 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work) ^PROPERTY OWNER SIGNATURE DATE M Is the applicant or future building occupant required to submit a business plan acutely hazardous matenals registration form or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act' n Yes D No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management distnct7 D Yes n No Is the facility to be constructed within 1 000 feet of the outer boundary of a school site' D Yes d No IF ANY OF THE ANSWERS ARE YES EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec 3097 (i) Civil Code) Lender s Name Lender s Address I rerafythatl have read the applirjation and state thattheaboveinformatonisoDrredandWattheinfoirnaton on *e plans isaixurate lagreetocomplywithallCityordmancesand State laws relatingtobuildmgconstruction J, hereby authonze representative of the City of Cartsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5 0 deep and demolition or construction of structures over 3 stones 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 authonzed by such permit is not commenced within 180 days from the date of such permit or if the building or work authonzed by such permit is suspended jpbandoned at any time after the work is commenced for a penod of 180 days (Section 106 4 4 Uniform Building Code) i APPLICANT S SIGNATURE DATE City of Carlsbad Bldg Inspection Request For 10/12/2007 Permit# CB071854 Title CISCO 11.684SFTIOFF TO OFF Description Inspector Assignment MC 2310 CAMINOVIDAROBLE 105 Lot 0 Type Tl Sub Type IN DUST Job Address Suite Location OWNER R J VIDA ROBLE INVESTORS L L C Owner Remarks PM @ 3 Phone 6196546272 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By NA Entered By JANEAN Act Comment Comments/Notices/Holds Associated PCRs/CVs Original PC# Date 10/10/2007 10/02/2007 10/01/2007 10/01/2007 10/01/2007 09/28/2007 09/28/2007 09/10/2007 09/07/2007 09/06/2007 09/06/2007 09/05/2007 09/05/2007 Inspection History Description 89 Final Combo 84 Rough Combo 14 Frame/Steel/Boltmg/Weldmg 34 Rough Electric 44 Rough/Ducts/Dampers 25 Water Heater/Vents 84 Rough Combo 17 Interior Lath/Drywall 1 7 Interior Lath/Drywall 24 Rougn/Topout 44 Rough/Ducts/Dampers 16 Insulation 24 Rough/Topout Act NR PA AP AP AP we NR CA AP AP PA AP AP Insp MC MC MC MC MC MC MC MC TP MC MC MC MC Comments COMPLETE ALL TRADES NEED FIRE SIGN OFF T BAR CEILING T BAR PER CONTRACTOR PHONE CALL BREAK ROOM VENT TIE IN EF 1 & 2 @ RESTROOM & SHOWER RE CK BREAK ROOM SINK VENT TIE IN EsGil Corporation In (partnership with government for Quitting Safety DATE 8/28/O7 a APPLICANT a JURIS JURISDICTION City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 07-1854 SET IV PROJECT ADDRESS 2310 Cammo Vida Robles Suite 105 PROJECT NAME Cisco - TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes XI The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to XI Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person XI REMARKS Applicant to hand carry the plans directly to the City of Carlsbad this does not assure a permit will be issued the city may have other corrections and add notes in red on sheets E-4 and TI-6 to City held sets By Doug Moody Enclosures Esgil Corporation D GA D MB n EJ D PC 8/27/07 9320 Chesapeake Drive, Suite 208 + San Diego California 92123 + (858)560-1468 + Fax (858) 560-1576 EsGil Corporation In (Partnership with (government for (Building Safety DATE 8/24/07 a APPLICANT JURISDICTION City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 07-1854 SET III PROJECT ADDRESS 2310 Cammo Vida Robles Suite 105 PROJECT NAME Cisco - 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 XI 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 Lund Vandruff Kush / Richard Lund 3970 Sorrento Valley Blvd Suite H, San Diego, CA 92121 Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Richard Lund Telephone # 619-920-2134 Date contacted </^^/^7(by^^) Fax # 858-457-6862 Mail l/Telephone Faxv^ In Person REMARKS By Doug Moody Enclosures Esgil Corporationn GA n MB n EJ n PC 8/16/07 9320 Chesapeake Drive Suite 208 + San Diego California 92123 + (858)560-1468 4- Fax (858) 560-1576 City of Carlsbad 8/24/07 O7-1854 RECHECK PLAN CORRECTION LIST JURISDICTION City of Carlsbad PROJECT ADDRESS 2310 Cammo Vida Robles Suite 105 III PLAN CHECK NO 07-1854 SET DATE PLAN RECEIVED BY ESGIL CORPORATION 8/16/07 REVIEWED BY Doug Moody DATE RECHECK COMPLETED 8/24/07 FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law A Please make all corrections on the original tracings and submit prints to new complete sets of B To facilitate recheckmg, 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 C The following items have not been resolved from the previous plan reviews The original correction number has been given for your reference In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections Please contact me if you have any questions regarding these items D Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located on the plans Have changes been made not resulting from this list? QYes QNo City of Carlsbad O7-1854 8/24/07 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 These corrections are in response to items not fully addressed or as the result of information provided, the text in bold underlined print indicates the unresolved issue 1 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 The hazardous material questionnaire indicated in the response sheet was not included Please provide a hazardous material report 3 Please provide the listing and installation information for the UPS system Please provide calculations to show the UPS system to meet the requirements of Article 700 of the NEC Please indicate the total load of the equipment to be served by the UPS system Please indicate the number and location of all new UPS systems the total wattage of the equipment to be connected 4 Please indicate on the plans the signage indicating optional stand-by service at the utility service and at the UPS per section 702 8 No response 6 Please indicate the operational weight of the HVAC equipment If the operational weight exceeds 500#, please provide complete plans and calculations for the roof structure showing it adequate for the new load The included S sheet appear to show the new HVAC equipment and additional framing for the support yet no calculations or construction details were provided7 No response 12 The completed and signed ENV-1 forms must be imprinted on the plans Not all of the required forms were imprinted on the plans The forms are still not signed City of Carlsbad 07-1854 8/24/O7 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 EsGil Corporation In (Partnership -wild government for (Dm fding Safety DATE 8/8/O7 APPLICANT JURISDICTION City of Carlsbad OTDflTREVlEWER a FILE PLAN CHECK NO 07-1854 SET II PROJECT ADDRESS 2310 Cammo Vida Robles Suite 105 PROJECT NAME Cisco - 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 XI 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 Lund Vandruff Kush / Richard Lund 3970 Sorrento Valley Blvd Suite H, San Diego, CA 92121 ] Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted , Richard Lund Telephone # 619-920-2134 Datecontaj2ted^/^A7(by/7^ Fax # 858-457-6862 Mail ^Telephone Fax/ In Person REMARKS By Doug Moody Enclosures Esgil Corporation D GA D MB D EJ D PC 8/1/07 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)5601468 * Fax (858) 560-1576 Oity of Carlsbad 07-1854 8/8/07 RECHECK PLAN CORRECTION LIST JURISDICTION City of Carlsbad PLAN CHECK NO 07-1854 PROJECT ADDRESS 2310 Cammo Vida Robles Suite 105 SET II DATE PLAN RECEIVED BY ESGIL CORPORATION 8/1/07 REVIEWED BY Doug Moody DATE RECHECK COMPLETED 8/8/07 FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law A Please make all corrections on the original tracings and submit prints to new complete sets of B To facilitate recheckmg, 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 C The following items have not been resolved from the previous plan reviews The original correction number has been given for your reference In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections Please contact me if you have any questions regarding these items D Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located on the plans Have changes been made not resulting from this list? QYes QNo City of Carlsbad O7-1854 8/8/O7 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, Engmeenng and Fire Departments until review by EsGil Corporation is complete These corrections are in response to items not fully addressed or as the result of information provided, the text in bold print indicates the unresolved issue I 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 The hazardous material questionnaire indicated in the response sheet was not included Please provide a hazardous material report 3 Please provide the listing and installation information for the UPS system Please provide calculations to show the UPS system to meet the requirements of Article 700 of the NEC Please indicate the total load of the equipment to be served by the UPS system 4 Please indicate on the plans the signage indicating optional stand-by service at the utility service and at the UPS per section 702 8 No response 6 Please indicate the operational weight of the HVAC equipment If the operational weight exceeds 500#, please provide complete plans and calculations for the roof structure showing it adequate for the new load The included S sheet appear to show the new HVAC equipment and additional framing for the support yet no calculations or construction details were provided? 10 Provide complete energy designs for the proposed changes in the building envelope Provide the completed ENV- forms showing energy compliance I did not receive the entire energy package9 I1 On the plans clearly show the wall insulation locations, thickness, and R-values, as per the energy design The mechanical demolition plans appear to show previously City of Carlsbad 07-1854 8/8/O7 non-conditioned floor space, please indicate on the plans the required roof insulation in the new conditioned floor area 12 The completed and signed ENV-1 forms must be imprinted on the plans Not all of the required forms were imprinted on the plans 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 a 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 EsGil Corporation In Partners/tip with government for <Bui[<ftng Safety DATE 7/23/O7 g_APRLJCANT JURISDICTION City of Carlsbad Q PLAN REVIEWER a FILE PLAN CHECK NO 07-1854 SET I PROJECT ADDRESS 2310 Cammo Vida Robles Suite 105 PROJECT NAME Cisco - 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 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 1X1 The applicant's copy of the check list has been sent to Lund Vandruff Kush / Richard Lund 3970 Sorrento Valley Blvd Suite H, San Diego, CA 92121 Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Richard Lund Telephone # 619-920-2134 Date contacted 7 /W^by (^AX) Fax # 858-457-6862 Mail ^ Telephone Fax^" In Person REMARKS By Doug Moody Enclosures Esgil Corporation D GA D MB D EJ D PC 7/16/07 9320 Chesapeake Drive, Suite 208 ^ San Diego, California 92123 4 (858)560-1468 ^ Fax (858) 560-1576 City of Carlsbad 7/23/07 O7-1854 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO O7-1854 OCCUPANCY B TYPE OF CONSTRUCTION UN ALLOWABLE FLOOR AREA SPRINKLERS'? YES REMARKS DATE PLANS RECEIVED BY JURISDICTION 7/12/07 DATE INITIAL PLAN REVIEW COMPLETED 7/23/07 JURISDICTION City of Carlsbad USE Office ACTUAL AREA 11684 STORIES 1 HEIGHT OCCUPANT LOAD 138 DATE PLANS RECEIVED BY ESGIL CORPORATION 7/16/07 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 2001 CBC, which adopts 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 for 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)Worw dot City of Carlsbad O7-1854 7/23/07 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 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 2 Glazing in the following locations should be of safety glazing material in accordance with Section 2406 4 a) 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 provide the listing and installation information for the UPS system Please provide calculations to show the UPS system to meet the requirements of Article 700 of the NEC 4 Please indicate on the plans the signage indicating optional stand-by service at the utility service and at the UPS per section 702 8 5 Please have the principle designer of the LTG-1 form sign the imprinted document 6 Please indicate the operational weight of the HVAC equipment If the operational weight exceeds 500#, please provide complete plans and calculations for the roof structure showing it adequate for the new load City of Carlsbad O7-1854 7/23/07 7 Condensate location Indicate the location on the plans of the approved fixture to receive the mam condensate discharge from air conditioning units (UMC Section 309) 8 Please imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans 9 Please complete plumbing plans, including a) Complete the dram, waste and vent plans to show all pipe sizes 10 Provide complete energy designs for the proposed changes in the building envelope Provide the completed ENV- forms showing energy compliance 11 On the plans clearly show the wall insulation locations, thickness, and R-values, as per the energy design 12 The completed and signed ENV-1 forms must be imprinted on the plans 13 If showers are proposed, show or note compliance with the following requirements, per Section 1115B 6 2 a) Compartments are either i) 42" in width between wall surfaces, and 48" minimum in depth (having an entrance opening > 42"), or, n) >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 <36" above the shower floor c) If a threshold or recessed drop is used, it shall be i) <%" in height n) Be beveled or sloped <45° from the horizontal d) Indicate a folding seat, located on the wall adjacent to the controls, 18" above the floor e) The soapdish shall be located on the control wall £40" 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 O7-1854 7/23/O7 g) A flexible hand-held shower unit is required with i) A hose >60" long n) 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 Esgtl 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 O7-1854 7/23/O7 VALUATION AND PLAN CHECK FEE JURISDICTION City of Carlsbad PLAN CHECK NO O7-1854 PREPARED BY Doug Moody DATE 7/23/O7 BUILDING ADDRESS 2310 Cammo Vida Robles Suite 105 BUILDING OCCUPANCY B TYPE OF CONSTRUCTION UN BUILDING II AREA PORTION (Sq Ft) Tl Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code 11684 cb Valuation Multiplier 3437 By Ordinance Reg Mod VALUE ($) 401,579 401,579 Bldg Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review I I Repetitive Fee Repeats Complete Review D Other i—i Hourly Structural Only Hour* Esgil Plan Review Fee Comments $1,47672 $959 87 $826 96 Sheet 1 of 1 macvalue doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB D 7 -//-f "/ ADDRESS RESIDENTIAL RESIDENTIAL ADDITION MINOR (< $10,000 00) OTHER DATE 1/ ^ X ° ? * TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING PLANNER ENGINEER DATE DATE Docs/Misforms/Plannmg Engineering Approvals Jo OJQ- o oc cro to0. 0. PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB Planner APN Gma Ruiz Address Phone (760) 602-4675 Type of Project & UseTffi/JWT IM^v/gft^fMet Project Density Zoning \~V\ General Plan &\ Facilities Management Zone DU/AC CFD (in/out) #_Date of participation . Remaining net dev acres. Circle One Legend Environmental Review Required DATE OF COMPLETION (For non-residential development Type of land used created by this permit ) Item Complete D Item Incomplete - Needs your action YES NO A TYPE Compliance with conditions of approval' If not, state conditions which require action Conditions of Approval Discretionary Action Required APPROVAL/RESO NO PROJECT NO YES ! NO X TYPE DATE OTHER RELATED CASES Compliance with conditions or approval' If not, state conditions which require action Conditions of Approval D D Coastal Zone Assessment/Compliance - Project site located in Coastal Zone' YES_ CA Coastal Commission Authority' YES_ X_ NO X NO If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402, (619) 767-2370 Determine status (Coastal Permit Required or Exempt) Habitat Management Plan Data Entry Completed' YES.NO x If property has Habitat Type identified in Table 11 of HMP complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken UPDATEi) Inclusionary Housing Fee required YES NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993 ) Data Entry Completed' YES NO (A/P/Ds, Activity Maintenance, enter CB# toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE') H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 3/06 Site Plan Provide a fully dimensional site plan drawn to scale Show North arrow, property lines, easements existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes) Provide legal description of property and assessor's parcel number BSD Policy 44 - Neighborhood Architectural Design Guidelines 1 Applicability YES ^^ NO 2 Project complies YES. Zoning , 1 Setbacks U/&- Front Interior Side Street Side Rear Top of slope 2 Accessory structure se Front Interior Side Street Side Rear Structure separation 3 Lot Coverage r- i IwA NO/ Required KJ^r Required Required Required Required jtbacks K-W^ Required W/rr Required Required Required Required Required N/A" Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown 4 Height 5 Parking Required S//A Shown Spaces Required Eu*S-A*g<V Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments Correction #1 - Please show on Sheet 1 the total number of parking spaces provided and required on site for each use per Chapter 21 44 Correction #2 - Is there any proposed roof mounted equipment associated with this building permit7 If so, will the equipment be screened by an existing parapet wall or is new screening material required? Please see the attached handouts for examples 720 OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H \ADMIN\COUNTER\BldgPlnchkRevChklst DATE Rev 3/06 Carlsbad Fire Department BLDG DEPTCOPY Plan Review Requirements Category TI, INDUST Date of Report 07-17-2007 Name Address Reviewed by Permit # CB071854 Job Name CISCO 11.684SF TI OFF TO OFF Job Address 2310 CAMINO VIDA ROBLE CHAD St 105 carefully all commentsattaclj^^g^gMBBW^^^^necessary plans and/or specifications, with change^cloucRd", Conditions Cond CON0002194 [MET] APPROVED THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW Entry 07/17/2007 By MS Action AP SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFPfr BPDATE.t i Business Name Business Contact Telephones Project Address J33U* _ Mailing Address Cfy Slate TSy £4 Zip Code 9300? APrNW Stale SpCode Plar.FII.e4 Project Contact Telephone # The following questions represent the facility s activities, NOT the specific project description PART I RRE DEPARTMENT - HAZARDOUS JMATptiAlS DIVISION OCCUPANCY CLASSIFICATION Indicate by circling the item whether your business will use process or store any of the following hazardous materials If any of the items are circled applicant must contact the Fire Protection Agency with Jurisdiction pnor to plan submlttal Explosive or Blasting Agents Compressed Gases1 Ramrnab!e/Combustib!e Liquids Flammable Solids 6 OxKJlzers 7 Pyraphones 8 Unstable Reactves 9 Water Reacbves 10 Cryogenics 11 Highly Toxic or Toxic Matenals 12 Radloactives 13 Corrosives 14 Other Health Hazards 15 None of These PART H. SAN DIEGO COUMTY DEPARTMEHT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVIS questions is yes applicant must contact the County of San Diego Hazardous Materials Division 1255 Imperial Avenue 3' Can (619) 338-2222 prior to the issuance of a building permit ONS (HMD). If the answer to my of the 'floor San Diego CA92101 FEES ARE REQUIRED Expected date of Occuoancy 4L nfrTi ,2oU*> YES 1 D 2 D 3 D 4 D 5 O 6 D PART It), NO %£s Is your business listed on the reverse side of this form? 0, Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 Will your business store or handle Hazardous Substances In quantities equal to or greater than 55 gallons 500 pounds 200 cubic feet or caranogans/reproductive toxins in any quantity? &/ Will your business use an existing or install an underground storage tank? BT Wai your business store or handle Regulated Substances (CalARP)? 0" Will your business use or install a Hazardous Waste Tank System (Titie 22 Article 10)? D CalARP Exempt / O CalARP Required / D CalARP Complete 1 Date Inmate San Dteao County Air Pollution Control_D)9trlct If the answer to any of the questions below is yes applicant must mntaet thn Air Pntuttnn Control District (APCD) 9150 Chesapeake Drive San Diego CA 92123, telephone (858) 650-4550 pnor to the issuance of a building or demolition permit Note If the answer to questions 3 or 4 Is yes applicant must also submit an asbestos notification form to the APCD at least 10 working days pnor to commencing demolition or renovation excgptdemoliSon or renovation of residenfjalstnjdures of four units or less Contact the APCD for more information YES 1 O 2 D D DQ Will the subject facility or construction activities include operations or equipment that emit or are capable erf emitting an air contaminant? (See the APCD fact sheet at htlp-tfwww.sdapcd orq/into/tacls/permits odf. and the list of typical equipment requiring an APCD permit on the reverse side of this form Contact APCD if you have any questions) (ANSWER OM.Y IF QUESTION 1 1S YES) Wifl the subject fadBry be located within 1 000 feet of the outer boundary of a school (Kttinwgh 12)? (Public and pnvate schools may be found after search of the California School Directory at htto /Awav cda^ca gov/re/gd/. or contact the -^"appropriate school distncl) fitf'ytfill there be renovation that Involves handling of any friable asbestos material or disturbing any material that contains non-friable asbestos? [g Will there be demolition involving the removal of a load supporting structural member? Briefly describe business activities Briefly describe proposed project I declare under penalty of perjury that to trie best of my knowledge and belief the |>^A-f*/£ £M- ^ rr-f Name of owner or Authorized Agent herein are true and correct. [nature of Owner or Authorized Agent Date FOR OFFICIAL USE ONLY FIRE DEPARTMENT OCCUPANCY CLASSIFICATION , BY DATE EXEMPT OR NO FURTHER INFORMATION REQUIRED COUNTY HMD APCD RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY COUNTY -HMD APCD I) RELEASED FOR OCCUPANCY COUNTY HMD APCD ncu iIM oi7i _ 1-1 .. . Im;3 Ii ! i Q i j !m2 jX"^.•V JC { £*1 vO(j t?It*4 Ii M a, t e t" jX»—jr / i i ^-- i! j 1 \ vV rfif}t*€* 1 S -C0 [ * I ? — -^^\ •S, ^ 'rgf' £Jk, Js Wi^ ~~\ V•— 9\ 4*. *i * f 0 c f \ / \\ 7 _. i_0s fS.J 1 & J ^ V & A,. 1 yo1€^ 1 s~~//\\\ X, f1 \\^~~^ H r ^& T)--V,* ti£e>±K'c^ JCi 8 oc -^. X fi ,r,!!j S* \l*k ^ / 0 Cs "* / ?& rP i i Y /CHEMICAL NAgm M CAS NOu !l| "c or___ >gg «£o) <f) M|S l§2xd z-B i| - e> o) III CD™ Owo~ c M rt 5 m^W ~yj iti "^SO m n w 331 1 Og> o 3 3 0 m r- s _j» S 2 -g a Q. Jlif! t liCD 5" CO * J » 1W 0) Q. 0 CD g^i-o-Oco S => 5"S'lS § S?3 " = 3 &i0- co CD M aI $ t? si& ™ m 0. <nCD" 3 ™ 5 =f,_ co Q- co S.U o =-fl g orc w m & 1 8 1 ID) ^ CA CDQ. ?: o & c SL ?2T .V *^ ^ r^slU 1 *•<«!& a ?Slg.Jc,, g 3 S?.!? 1 i5|i§ ; iu. *w ^ 3 3 S M § (B S. 0 Sg g g ^ S" £. -M cS Co" ffi r- t3CD S S B i IIIw n ^0 co 01 O ? € 1 IT ^99 ^ 1111 S I?|g g- ogwj 1 1 S o S Q.B X g gl CD Q- ^g S » co" OmO 1 O O 33 53=0 a -sCD 2 — CD-i O O OT 2 fl! s*m < ° OS CD =? 3lwi &-J W *** T —aS" u 1 S1 § 3 O.CD 5S:O « 3 ..(SSffiv <B ^^Tk •« /Jitf 1 ii iv/ s FIMSNO INSPECTOR SAN DIEGO FIRE DEPARTMENT Hazardous Materials Information ADDRESS «23<?<> C.ty^<*o v/vfc^ /Met BUSINESS TYPE £uttH*"»/«_ &JW/OAUA/T Otuv-co/^A^t/wr BUSINESS NAME Coco PLAN FILE NUMBER PHONE NUMBER INSTRUCTIONS Mark any process or equipment listed below to be used inside or adjacent to building — Prmting/Silkscreenmg Dust Producing Dip Tanks Metal Plating Welding/CuttingCombustible Metal Chemical Storage Auto Repair Spray Painting Ovens/Kilns Flow Coaters Semiconductor Fab Complete both sides of this form Requested information can be obtained from Appendix VI-A, Uniform Fire Code (UFC) or from Material Safety Data Sheets (MSDS) All hazard classification must be in accordance with the UFC Columns 1 through 7 shall be completed as follows 1 CHEMICAL NAME List the chemical name (i e , acetone, paint thinner, etc) A trade name with multiple chemicals shall be listed with the chemicals sub-listed 2 CAS NUMBER If the Chemical Abstracts Service number is not listed on the MSDS, mark "NOT LISTED" 3 CONCENTRATION(S) List the percentage of each hazardous material in each solution or mixture 4 CLASSIFICATION Provide the hazard classification(s) of all materials Flammable or combustible liquids shall be listed as a Class I-A, I B I-C, II, lll-A, or III B liquid Other hazards shall be listed as corrosive, oxidizer, toxic etc All hazard categories shall be listed for materials with multiple hazards Refer to Appendix VI A in the UFC or to MSDS for classification information 5 List the flash point for flammable and combustible liquids List the pH for corrosives List the LD50 oral rat or dermal rabbit for toxic and/or highly toxic matenals and the LC50 inhalation rat (ihl rat) for toxic and/or highly toxic gases List all properties that apply QUANTITIES List the matenals by weight or volume All materials shall be uniformly listed as either U S equivalents or metric Quantities must be listed for the following types of use and storage a IN USE OPEN process or use with vapors escaping to the atmosphere b IN USE CLOSED no vapors escaping to the atmosphere c STORAGE stored only (not IN USE OPEN or IN USE CLOSED) 7 LOCATION List the physical location of all hazardous materials used or stored inside or outside buildmg(s) The building owner or representative is responsible for completing and submitting this form prior to construction plan reviews and inspection finals 6 I hereby certify that the use storage, or processing of hazardous matenals will be limited as indicated on page two Building Owner or Responsible Party PIEASEPRINTNAME j TITLE SIGNATURE AL OCCUPANCY CLASSIFICATION DEPUTY FIRE MARSHAL DATE Notes FPBSOO(HEV 792)F AGE ONE STRUCTURAL MECHANICAL ELECTRICAL AND CIVIL ENGINEERS Structural Calculations For: Cisco Mechanical Units on the Roof Carlsbad, California July 23, 2007 2311 Kettner Blvd San Diego CA 92101 (619)2557257 www nddinc net STRUCTURAL MECHANICAL ELECTRICAL AND CIVIL ENGINEERS DESIGN CRITERIA Luxtera STRUCTURAL DESIGN CRITERIA Code Uniform Building Code 2001 i Project Scope 1 Structure This project consists of installing 31 A C units on an existing roof These calculations have been prepared to come up with the proper member sizes for construction All work has been done based on the current building code Design Specifications/Criteria l-Joists Microllams/ Parallams/ Timberstrand Glulams Soil TrusJoist MacMillan-ICBO PFC-4354 (TJI & TJI/PRO members) TusJoist MacMillan-ICBO PFC-4354 (LVC/PSL/LSL members) Douglas Fir of Douglas Fir/Hem Grade 24F-V4 (simple spans) Grade 24F-V8 (cantilevers) Existing natural soil values per UBC Table 18-l-A Soil classification- Allowable bearing pressure = \4 j'x Active soil pressure (cantilever) = *4_ Active soil pressure (restrained) = ^ Passive soil pressure = jj Coefficient of friction = vv ####PSF , PSF & PSF rV PSF 1805 Newton Avenue San Diego CA 92113 (858)6926101 www nddmc net Luxtera 4-12-07 STRUCTURAL MECHANICAL ELECTRICAL AND CIVIL ENGINEERS Seismic Design Criteria The following parameter will be used for seismic loadings on the structure Z = 0 4 (seismic zone factor) 1 = 10 (special occupancy factor) Rp = 55 Sc = Soil Profile Ca = 0 40 Na = 1 0 sheet ' of by NAKHSDEVELOPMENT STRUCTURAL MECHANICAL ELECTRICAL AND CIVIL ENGINEERS job # date Dr 1^ s NAKHSHABDEVELOPMENT DESIGN STRUCTURAL MECHANICAL ELECTRICAL AND CIVIL ENGINEERS sheet ' by job# riatP •* £ of '~//'O/6>7 Co J Z. 9 T x ' r /; i/ \ 7 ^ /a ^ ^ "" 6^^ C->J To specify your title block on these five lines, use the SETTINGS mam menu selection, choose the Printing & Title Block tab, and ent your title block information Title Dsgnr Description Scope Job* Date 741PM 10 APR 07 Rev 550100 User KW 0604834 Ver 5 5 0 25 Sep 2001 (c;1983 2001 ENERCALC Engineering Software General Timber Beam Page 1 Description 31/4 X 177/8 purlins, case 1 General Information Section Name 35X1787 Beam Width 3 250 in Beam Depth 17870m Member Type GluLam Load Dur Factor 1 250 Beam End Fixity Pin Pin Calculations are designed to 1997 NDS and 1997 UBC Center Span 32 00 ft Lu 0 00 ft Left Cantilever ft Lu 0 00 ft Right Cantilever ft Lu 0 00 ft Fb Base Allow 2 400 0 psi Fv Allow 1650 psi Fc Allow 625 0 psi E 1 800 0 ksi Requirements Full Length Uniform Loads Center Left Cantilever Right Cantilever DL DL DL 11200#/ft #/ft #/ft LL LL LL 12800 #/ft#m#m Trapezoidal Loads #1 DL © Left DL © Right i Summary | Span= 32 00ft Bearr 273 00 #/ft LL © Left 27300 #/ft LL© Right Width = 3 250m x Depth = 17 87m #/ft #/ft Ends are Pin Pin , Start Loc 14000 ft End Loc 18000 ft Beam Design OK Max Stress Ratio o 933 1 Maximum Moment 38 9 k ft Allowable Max Positive Moment 41 7 kft 38 91 kft at 16 Max Negative Moment 0 00 k ft at 32 Max @ Left Support Max @ Right Support Max M allow 000 kft 000 kft 41 70 fb 2 699 33 psi fv 104 55 psi Fb 2 892 78 ps Deflections Center Span Deflection Location Length/Defl Fv 206 25 psi Maximum Shear * 1 5 6 1 k Allowable 000 ft Shear 000ft 120 k ©Left 439 k © Right 4 39 k Camber © Left 0 000 in Reactions LeftDL 234 k Right DL 2 34 k ^f-^^^^^Mi^3f~AfS^.f.~^&ViSsf^S£set .^Sa$3£i*s^,3&aJifiSiE£S£j^rf3UMw^ Dead Load Total Load Left Cantilever -1 409 in -2 495 in Deflection 1 6 000 ft 1 6 000 ft Length/Defl 2725 15392 Camber ( using 1 5 * D L Defl ) © Center ©Left @ Right 2114m 0 000 in 0 000 in Right Cantilever Deflection Length/Defl ©Center 2 114 in © Right 0 000 m Max 439 k Max 439k Dead Load Total Load 0 000 in 0 000 in 00 00 0 000 in 0 000 in 00 00 Stress Calcs IIU*/ 'fUt-ii&if-^'-^i^^d.-liiSKi^ 'TtBfesK4,Jfc.i-J}:M~i-J^, % Bending Analysis ^ J!V ^SS«»^^*^«SPiS*BM«£»Ka. w M^,i.*-ssivp£3a.B** Ck 19865 Le 0000ft Sxx Cv 0964 Rb 0000 Cl @ Center @ Left Support © Right Support Shear Analysis Design Shear Area Required Fv Allowable Bearing @ Supports Max Left Reaction Max Right Reaction Max Moment 3891 k-ft 000 kft 0 00 k-ft @ Left Support © 607k 29441 m2 206 25 psi 439k 439 k ISWKj*!*''^*^ 38feS-.&B£->3tWft3s&l -*.?*» Ir^Aa^OSfiiff J- 172 974 m3 Area 0000 Jftsa«£W£j>«£a»iBS: Ktf- i#3s"Jf ~-7&?**?!&&*£fSt&tl3!, au£i*££i3'W ^**-»«li. _jH'!a?ji3Sa5*'«SgV SGf 58 078 m2 Sxx Req d Allowable fb 161 41 m3 0 00 m3 0 00 m3 Right Support 607k 29441 m2 206 25 psi Bearing Length Req d Bearing Length Req d 2 892 78 psi 2 892 78 psi 2 892 78 psi 2 159 in 2 159 in To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information Title Dsgnr Description Scope Jofa># Date 741PM 10 APR 07 Rev 550100 User KW 0604834 Ver 5 5 0 25 Sep 2001 (c)1983 2001 ENERCALC Engineering Software General Timber Beam Page 2 Description 31/4X177/8 purlins easel Query Values ^>i3SfM^ftS«s@(te^d»K3Oir3K^^Ki!?3!i»ty*' . M, V, & D @ Specified Locations @ Center Span Location = 0 00 ft ©Right Cant Location = 000 ft @ Left Cant Location = 0 00 ft Moment 0 00 k ft 000k ft 0 00 k ft Shear 439k 000k 000k Deflection 0 0000 in 0 0000 in 0 0000 in 240 00 ft ft 240 00 #/ft 273 00 £/ft 273 00 #/ft 32 00 ft O Mmax = 38 90 k ft Dmax = 2 4948 in Rmax = 4 385 k Vmax @ left = 4 385 k Rmax = 4 385 k Vmax @ rt = 4 385 k sheet (/ of by NAKHSHABDEVELOPMENT DESIGN STRUCTURAL MECHANICAL ELECTRICAL AND CIVIL ENGINEERS job* date //z •2-•z-c f .. / x* ~~in-, (^ ft 32 -2. 8 To specify your title block on these five lines use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information Title Dsgnr Descnpbon Scope Job* Date 749PM 10 APR 07 7 Rev S;j0100User KW 0604834 Ver 5 5 0 25 Sep 2001'c)1983 2001 ENERCALC Engineering Sofware General Timber Beam Page 1 Description 31/4X177/8 purlins, case 2 General Information Section Name 35X17 Beam Width Beam Depth Member Type Load Dur Factor Beam End Fixity 87 3 250 in 17870m GluLam 1 250 Pin-Pin Calculations Center Span Left Cantilever Right Cantilever Fb Base Allow Fv Allow Fc Allow E are designed to 3200ft ft ft 2 400 0 psi 1650 psi 625 0 psi 1 800 0 ksi 1997 strjwv-v Lu Lu Lu NDS and 1997 UBC Requirements 000ft 000ft 000 ft Full Length Uniform Loads Center Left Cantilever Right Cantilever DL DL DL #/ft#/ft LL LL LL 12800 #/ft#/ft Trapezoidal Loads #1 DL @ Left DL @ Right 27300 27300 #/ft #/ft LL @ Left LL @ Right #/ft #/ft Start Loc End Loc 2000 6000 | Summary j Span= 32 00ft Beam Width = 3 250m x Max Stress Ratio Maximum Moment Allowable Max Positive Moment Depth = 17 87m Ends are Pin 0790 1 32 9 kft 41 7 kft 32 94 k ft at Max Negative Moment 0 00 k Max @ Left Support Max @ Right Support Max M allow 000 k 000 k 41 70 fb 2 285 35 psi fv Fb 2 892 78 psi Fv ft at ft ft 115 13 psi 206 25 psi Pin Maximum Shear * 1 15488ft 32 000 ft Reactions LeftDL Right DL Allowable Shear Camber 275 k 1 93k 5 ©Left @ Right ©Left @ Center @ Right Max Max Beam Design OK 67k 120 k 480 k 398k 0 000 in 1 679 in 0000 in 480 k 398k Deflections Center Span Dead Load Deflection -1 119 in Location 15616ft Length/Defl 343 0 Camber ( using 1 5 * D L Defl) © Center 1 679 in @ Left 0 000 in @ Right 0 000 in Total Load -2 205 in 15872ft 17417 Left Cantilever Deflection Length/Defl Right Cantilever Deflection Length/Defl Dead Load 0 000 in 00 0 000 in 00 Total Load 0 000 in 00 0 000 in 00 Stress Calcs *rfsSaC«*f*3WS5 ,&i!s*is-,fSB-sse<y»*..i*-sw r~4&££#t r" Le 0 000 ft Rb 0 000 Max Moment 3294 kft 000 kft 000 kft @ Left Support 669k 32419 m2 206 25 psi 480k 398k Bending Analysis Ck 19865 Cv 0964 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv Allowable Beanng @ Supports Max Left Reaction Max Right Reaction fe«*!£3(W^<wBS«a'*te«*;# Sxx 172974m3 Cl 0 000 Sxx Reg d 13665m3 0 00 m3 0 00 m3 @ Right Support 546k 26 462 m2 206 25 psi Bearing Length Req d Bearing Length Req'd Area 58 078 m2 Allowable fb 2 892 78 psi 2 892 78 psi 2 892 78 psi 2361 in 1 958 in To specify your title block on these five lines, use the SETTINGS mam menu selection, choose the Printing & Titfe Block tab, and ent your title block information Title Dsgnr Description Scope Job# Date 749PM 10 APR 07 g R°v 550100User KW 0604834 Ver S 5 0 2", Sep 2001 (e)1983 2001 ENERCALC Engineering Software General Timber Beam Page 2 Description 31/4 X 177/8 purlins, case 2 Query Values M V, & D @ Specified Locations @ Center Span Location = @ Right Cant Location = @ Left Cant Location = 000 ft 000 ft 000 ft Moment OOOk-ft 000k ft 000k ft Shear 480k 000k 000k Deflection 0 0000 in 0 0000 in 0 0000 in f 24000#/ft ? Y ? f ?? r T T T ? T ? 7 T T ? T T ??? T ?? t T ? T ? 2400om 27300#/ft 27300#/ft -0- 3200fi -0- Mmax = 32 94 k ft Dmax = 2 2046 in Rmax = 4 795 k Vmax (5> lef =4 795 k Rmax = 3 976 k Vmax <o> rt = 3 976 k sheet by NAKHSHABDEVELOPMENT DESIGN STRUCTURAL MECHANICAL ELECTRICAL AND CIVIL ENGINEERS job* date c /<• /i .«-'/ , -jt //f /•o t> Title Dsgnr Description Job# Date 11 12PM 31 JUL 07 Scope Rev 580004 User KW 0607257 Ver 5 8 0 1 Dec 2003 (c)1983 2003 ENERCALC Engineering Software General Timber Beam Page 1 Description Double Cantilevered Beam General Information CodeRef 1997/2001 NDS 2000/2003 IBC 2003NFPA5000 Base allowables are user defined | Section Name Beam Width Beam Depth Member Type Load Dur Factor Beam End Fixity 5 125x33 5 5 125 in 33 500 in GluLam 1 250 Pin Pin Center Span Left Cantilever Right Cantilever Fb Base Allow Fv Allow Fc Allow E 4600ft 1000ft 1000ft 2 400 0 psi 1650psi 625 0 psi 1 800 0 ksi Lu Lu Lu 000 ft 500 ft 500 ft Full Length Uniform Loads Center Left Cantilever Right Cantilever DL DL DL 28 00 #/ft 28 00 #/ft 28 00 #/ft LL LL LL 2400 #/ft 2400 #/ft 2400 #/ft Trapezoidal Loads #1 DL @ Left DL © Right #2 DL @ Left DL @ Right #3 DL @ Left DL @ Right #4 DL @ Left DL @ Right 27300 #/ft 27300 #/ft 358400 #/ft 3 584 00 3 584 00 3 584 00 #/ft #/ft #/ft 629000 #/ft 629000 #/ft LL © Left LL @ Right LL @ Left LL @ Right LL @ Left LL @ Right LL @ Left LL @ Right #/ft #/ft 307200 #/ft 307200 #/ft 307200 #/ft 307200 #/ft 491500 #/ft 491500 #/ft Start Loc End Loc Start Loc End Loc Start Loc End Loc Start Loc End Loc 21 000 ft 24000 ft 42000 ft 43000 ft 53000 ft 53000 ft 55000 ft 56000 ft g ^^^^Kji^i^^^m^i^.^^^^mf/m&ii^i^ I Summary I Span= 46 00ft Left Cant= 10 00ft Right Cant= 10 00ft Beam Width = 5 125m x Depth = 33 5m Ends are Beam Design OK Pin Pin Max Stress Ratio o 560 1 Maximum Moment I090kft Allowable 1947 kft Max Positive Moment 5 09 k ft at Max Negative Moment 61 14k ft at Max @ Left Support Max @ Right Support Max M allow 260 k ft 10904 kft 19470 fb 1364 97 psi fv 101 21 psi Fb 2 437 35 psi Fv 206 25 psi Maximum Shear * 1 15771 ft 46 000 ft Reactions LeftDL Right DL Allowable Shear Camber 032 k 1222k 5 ©Left @ Right @Left @ Center © Right Max Max 174 k 354 k 099h 11 7U 0 155 in 0 331 in 0 661 in 1 37k 21 81 k Deflections ifla Center Span Deflection Location Length/Defl Camber ( using 1 5 ' @ Center ©Left @ Right Dead Load 0221 in 29 966 ft 24981 D L Defl) 0 331 in 0155m 0 661 in Total Load 0 075 in 35 749 ft 7 370 83 Left Cantilever Deflection Length/Defl Right Cantilever Deflection Length/Defl Dead Load 0104m 23172 0 441 in 5444 0 970 in 2475 Title Dsgnr Description Job# Date 11 12PM 31 JUL07 Scope Rev 580004 User KW-0607257 Ver 5 8 0 1 Dec 2003 (c)1983 2003 ENERCALC Engineering Software General Timber Beam Page 2 Description Double Cantilevered Beam Stress Calcs Bending Analysis Ck 19865 Le Cv 0 834 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv Allowable Bearing @ Supports Max Left Reaction Max Right Reaction 10296ft 12556 Max Moment 61 14 k ft 260 k ft 10904 kft @ Left Support 1 58k 7 655 m2 206 25 psi 1 37 k 21 81 k Sxx 958 589 m3 Cl 0 974 Sxx Reg d 293 09 m3 12 80 m3 536 83 m3 @ Right Support 1738k 84 251 m2 206 25 psi Bearing Length Req d Bearing Length Req d Area 171 688 m2 Allowable fb 2 503 12 psi 2 437 35 psi 2 437 35 psi 0 427 in 6 809 in Query Values j M V & D @ Specified Locations @ Center Span Location = @ Right Cant Location = @ Left Cant Location = 000 ft 000 ft 000 ft Moment 2 60 kft 2 60k ft 2 60 kft Shear Deflection 019k 0 0000 in 019k 0 0000 in 019k 00000 in f t • "' ,' ~5200#/ft I i , ' 5200#/ft 5200#/ft ! 1 * I I I 5200#/ft 27300#/ft ' 27300#/ft 6656 00 #/ft 6656 00 #/ft 1120500#/ft 1120500#/ft i I 1000ft 4600ft ) V Mmax = Dmax = L 1000ft V V 61 13kft 0 0748 in Mmax @ left = 2 59 k ft Rmax = 1 367 k Vmax @ left = 0 986 k Defl @ left end = 0 3259 in Mmax@ right = 109 03k ft Rmax = 21 811 k Vmax@rt = 11 710k Defl @ right end = 0 9698 in APC Symmetra LX 12kVA Scalable to 16kVA N+l Rack-mount, 208/240V Input, 208/2 Page 1 of 4 Legendary Reliability APC Symmetra LX 12kVA Scalable to 16kVA N+l Rack-mount, 208/240V Input, 208/240V and 120V Output Part Number SYA12K16RMP Output Output Power Capacity Max Configurable Power Nominal Output Voltage Output Voltage Note Efficiency at Full Load Output Voltage Distortion Output Frequency (sync to mams) Crest Factor Waveform Type Output Connections 9600 Watts /12 kVA 128kW/16kVA 120V,208V Configurable for 120/208 or 120/240 output voltage 90 00% Less than 5% at full load 47 - 63 Hz up to 5 1 Sine wave (1) Hard Wire 4-wire (2PH + N +G) (4) NEMA L14-30R (8) NEMA L5-20R Input http //www apcc com/resource/mclude/techspec_index cfm?base_sku:=SYA12Kf6RMP&ta APC Symmetra LX 12kVA Scalable to 16kVA N+l Rack-mount, 208/240V Input, 208/2 Page 2 of 4 Bypass Internal Bypass (Automatic and Manual),Optional External Bypass Nominal Input Voltage 208V Input Frequency 45 - 65 Hz (auto sensing) Input Connections Hard Wire 4-wire (2PH+N+G) Input voltage range for mam 96 - 138 (Line to Neutral)V operations Other Input Voltages 240V Batteries & Runtime Battery Type Maintenance-free sealed Lead-Acid battery with suspended electrolyte leakproof Included Battery Modules 3 Available Battery Slots 1 Typical recharge time 3 hour(s) Replacement battery SYBT5 cartridge Typical Backup Time 17 1 minutes (4800 Watts) at Half Load Typical Backup Time 6 0 minutes (9600 Watts) at Full Load i, Runtime Chart Symmetra LX Extended Run Options APC Symmetra LX 12kVA Scalable to 16kVA N+l Rack-mount. 208/240V Input. 208/240V and 120V Output Communications & Management Interface Port(s) DB-9 RS-232,Smart-Slot Available SmartSlot™ 1 Interface Quantity Pre-Installed SmartSlot™ AP9619 Cards Control panel Multi-function LCD status and control console Audible Alarm Audible and visible alarms prioritized by seventy Emergency Power Off (EPO) Yes http //www apcc com/resource/mclude/techspec_mdex cfm?base_sku=SYAl2K16RMP&ta 8/8/2007 APC Symmetra LX 12kVA Scalable to 16kVA N+l Rack-mount, 208/240V Input, 208/2 Page 3 of 4 Physical Maximum Height Maximum Width Maximum depth Rack Height Net Weight Shipping Weight Shipping Height Shipping Width Shipping Depth Color Units per Pallet 836 00 mm 472 00 mm 68800mm 19U 242 73 KG 290 00 KG 105400mm 599 00 mm 997 00 mm Black,Silver 100 Environmental Operating Environment 0 - 40 °C Operating Relative Humidity 0-95% Operating Elevation Storage Temperature Storage Relative Humidity Storage Elevation Audible noise at 1 meter from surface of unit 0-3000 meters -15-45°C 0 - 95% 0-4500 meters 62dBA Online Thermal Dissipation 4995 00 BTU/hr Conformance Regulatory Approvals Standard Warranty CSA,FCC Part 15 Class A,UL 1778 2 years repair or replace **The time to recharge to 90% of full battery capacity following a discharge to shutdown using a load rated for 1/2 the full load rating of the UPS http //www apcc com/resource/include/techspec_mdex cfm'?base_sku=SYA12K16RMP&ta 8/8/2007 APC Symmetra LX 12kVA Scalable to 16kVA N+l Rack-mount, 208/240V Input, 208/2 Page 4 of 4 Copyright © American Power Conversion Corp , all rights reserved About APCInvestorsJob SeekersPressFeedbackContactPrivacy Pohc) http //www apcc com/resource/mclude/techspec_mdex cfm'?base_sku=SYA12K16RMP&ta &/8/2007 TITLE 24 REPORT Title 24 Report for CISCO 2310 CAMINO VIDA ROBLE CARLSBAD, CA 92008 Project Designer Report Prepared By HADI MAHZARI ENERGY CONSULTING GROUP 8015 BALBOA AVENUE SAN DIEGO, CA92111 (858) 268-0660 Job Number Date 7/30/2007 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards This program developed by EnergySoft LLC www energysoft com _EnergyPro 4 3 by EnergySoft Job Number User Number 2984 f POLICYHOLDER COPY PO BOX 420807 SAN FRANCISCO CA 94142-0807 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ISSUE DATE O9-1O-2006 SD COMPENSATION INSURANCE GROUP POLICY NUMBER 1647864-2006 CERTIFICATE ID 1 CERTIFICATE EXPIRES O9-10-2007 09-10-20O6/09-1O-2007 SD LICENSE NUMBER #686410 INCEPTION DATE 09-10-2006 DO SD This is to certify that we have issued a valid Workers Compensation insurance policy in a form approved by th< California Insurance Commissioner to the employer named below for the policy period indicated This policy is not subject to cancellation by the Fund except upon ^Q days advance written notice to the employer We will also give you ^Q days advance notice should this policy be cancelled prior to its normal expiration This certificate of insurance is not an insurance policy and does not amend extend or alter the coverage afforded by the policy listed herein Notwithstanding any requirement term or condition of any contract or other document with respect to which this certificate of insurance may be issued or to which it may pertain the insurance afforded by the policy described herein is subject to all the terms exclusions and conditions of such policy CH^evW \AiiTHORizED REPRESENTATIVE^ EMPLOYER'S LIABILITY LIMIT INCLUDING DEFENSE COSTS PRESIDENT $1 000 000 PER OCCURRENCE EMPLOYER ROYAL PACIFIC CONSTRUCTION INC DBA ROYAL SD PACIFIC CONSTRUCTION INC 4011 AVENIDA DE LA PLATA STE 301 OCEANSIDE CA 92O56 M0410 (REV 2 05)PRINTED 08-17-2006