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Home My WebLink About2173 SALK AVE; 175; CB090452; Permit04-21-2009 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB090452 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title Applicant DESIGNCORP CHIE HONDA 858-794-3222 2173SALKAVCBADSt 175 Tl Sub Type 2120210200 Lot# $193,90000 Construction Type INDUST 0 5B VENTANA REAL 5540SF SHELL TO OFFICE//SPEC SUITE Status ISSUED Applied 03/19/2009 t Entered By JMA Plan Approved 04/21/2009 Issued 04/21/2009 Inspect Area Plan Check* Owner RIO SD PLAZA II MASTER LLC C/0 NEWPORT NATIONAL CORPORATION 1525 FARADAY AVE #100 CARLSBAD CA 92008 Building Permit Add! 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 Bl D #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 Green Bldg Stands (SB1473) Fee $988 09 $000 $642 26 $000 $000 $4072 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $400 Meter Size Add'l Reel Water Con Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF (31 05540) PFF (4305540) License Tax (31 041 93) License Tax (43041 93) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee TOTAL PERMIT FEES $000 $000 $000 $000 $3,528 93 $000 $000 $000 $6,640 00 $000 $56 00 $31000 $75 50 $000 $8,021 84 $000 $000 77 $20,307 39 Total Fees $20,307 39 Total Payments To Date $20,307 39 Balance Due $000 DING PLANS IN STORAGE ATTACHED Inspector FINAL APPROVAL Date ~7>-<7-0?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. (^J^O^Q^Sl?, Est Value Plan Ck. Deposit Date I JOB ADDRESS CTTFROJECT* Ii DESCRIPTION OF WORK PHASE* [» fir UNITS jTi.r>QnV- imiprpy-e.VY^.vyt' ifgyg^n _BATHROOMS TENA\TBIJSIN&S MAVIE _ _CONSTR TYPE occ GROUP I EXISTING USE PROPOSED USE c UL . GARAGE (SF) 0 PATIOS (SF) DECKS (SF)FIREPLACE YES D # NO d AIR CONDITIONING YES j NO D FIRE SPRINKLERS YES of NO D CONTACT NAME (If Different Fom applicant) ADDRESS" """ ~~ | CITY APPLICANT NAME Pe.s\anc-oyjADDRESSJ - C.AA v e ADDRESS _aJ^2^ _Famckoq_.CITY" PHONF EMAIL FAX -tico. ipon. ^ "2. foto EMAIL ARCH/DESIGNER NAME * ADDRESS S . C STATE LIC #STATE LIC # rl&^OCco CtT flWmC , fCLASB \J CIT*,•C.6Z3-7C? (Sec 70515 Business and Professions Code Any City or County which requires a permit lo construct, alter, improve demolish or repair any structure, prior to its issuance also requires the applicant for such permit to file a sij'ned 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 ofSection 7031S by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {5500}) Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations O 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 J^fl have and will maintain wo»ke»fj&)«bensatio» acquired by Section 3700 of the Labor Code for the performance pUhe workfor wjJJOh/lhis ttjrmit Kjssued My workers compensation insurance carrier and policy number are Insurance Co I) VQi t^tfJAfti^ Policy No A| |C^*>«P*C° "'*' rV -^ Expiration Date «J "*^/ pfj | O This section need nol be completed if the permit is for one hundred dollars ($100) or less O 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 subiect to the Workers Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code, interest and attorney's fees / hereby affirm that I am exempt from Contractor s License Law for the following reason O I as owner of the properly or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sate (Sec 7044 Business and Professions CDde The Contractors 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) G 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 nolaprly to an owner of n'opcrly who builds or improves thereon and contracts for such pro|ects wilh r.ontrac'or(s) licensed pursuant to Iho Contractors License Law) am pxempt 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 properly improvement Cl 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 maior work (include name / address / phone / contractors license number) Cl P I wiH provdn SOTO o' trip wnrV but I havn rnntnrtPd (lured) I fin fol'ownp nr"cnr-, to p'rvrte thn work inriiralM ('nr.Ms n I phone / type of wo xfi^PROPERTY OWNER SIGNATURE DATE Is the applicant it future building occupant required lo submit a business plan acutely hazardous materials registration form or risk management and prevention program under Sections 25505 25533 or 2553'! of the Presley Tannt Hazardous Subslance Account Act' Cl Yes I^No . Is the applicant or future building occupant required to obtain a permit from the air pollution control dislnct or air quality management district' O Yes p No Is Ihe facility to he constructed with;n I 000 feot of the ouler boundary nf a school site' Cl Yes JG NoIF 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»v < ' 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 certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE. INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5 0 deep and demolition or construction of structures over 3 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 authorized by such permit is not commenced within 1 80 days from the date of such permit or if the building or workauftonzed by syApermit is suspended or abandoned at any time after the work is commenced for a penod of 1 80 days (Section 1 06 4 4 Uniform Building Code) APPLICANT S SIGNATURE DATE GityofParlsbafl Final Building Insnection Dept Building Engineering Planning CMWD St Lite %i§^ Plan Check # Date 07/02/2009 Permit # CB090452 Permit Type Tl Project Name VENTANA REAL 5540SF SHELL TO Sub Type INDUST OFFICE//SPEC SUITE Address 2173 SALKAV #175 Lot 0 Contact Person TOM Phone 8588648412 Sewer Dist CA Water Dist CA Inspected Bv QA j^tf^' Inspected Bv Inspected Bv /•"" Date / / /\£ Inspected "7 / '/ 6) J Approved ^ Disapproved Date Inspected Approved Disapproved Date Inspected Approved Disapproved Comments City of Carlsbad Bldg Inspection Request For 07/09/2009 Permit* CB090452 Title VENTANAREAL 5540SF SHELL TO Description OFFICE//SPEC SUITE Inspector Assignment RB 2173 SALKAV 175 Lot Type Tl Job Address Suite Location APPLICANT DESIGNCORP Owner Remarks Sub Type INDUST Phone 8588648412 Inspector Total Time Requested By TOM Entered By CHRISTINE CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comments L Comments/Notices/Holds Associated PCRs/CVs Original PC# PCR09061 ISSUED VCNTANA REAL NEW ELECTRICAL, CONTRACTOR/ NO CHANGE TO SCOPE O\~ W( inspection History Comments TEMP C OF O - SEE NOTICE EMR (CALLED IN) T-BAR SYSTEM @ TRANSFORMER OK TO INSULATE DUCT WORK SUB PNL ROUGH IN Date 07/02/2009 06/23/2009 06/22/2009 06/22/2009 06/22/2009 06/22/2009 06/22/2009 05/18/2009 05/04/2009 05/04/2009 05/01/2009 05/01/2009 04/23/2009 Description 89 34 14 34 34 39 44 44 31 34 17 34 24 Final Combo Rough Electric Frame/Steel/Bolting/Weldmg Rough Electric Rough Electric Final Electrical Rough/Ducts/Dampers Rough/Ducts/Dampers Underground/Conduit-Wiring Rough Electric Interior Lath/Drywall Rough Electric Rough/Topout Act PA AP AP AP CO AP AP PA AP we AP AP AP Insp RB RB RB RB RB RB RB RB RB RB TP TP RB City of Carlsbad Bldg Inspection Request For 07/02/2009 Permit# CB090452 Title VENTANAREAL 5540SF SHELL TO Description OFFICE//SPEC SUITE Inspector Assignment RB 2173 SALK AV 175 Lot Type Tl Job Address Suite Location APPLICANT DESIGNCORP Owner Remarks Sub Type INDUST Phone 8588648412 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By TOM Entered By CHRISTINE Act Comments Comments/Notices/Holds Date 06/23/2009 06/22/2009 06/22/2009 06/22/2009 06/22/2009 06/22/2009 05/18/2009 05/04/2009 05/04/2009 05/01/2009 05/01/2009 04/23/2009 04/22/2009 Associated PCRs/CVs Original PC# PCR09061 ISSUED VENTANA REAL NEW ELECTRICAL, CONTRACTOR/ NO CHANGE TO SCOPE OK W( Inspection History Description Act Insp Comments 34 Rough Electric AP RB EMR (CALLED IN) RB T-BAR SYSTEM14 Frame/Steel/Bolting/Weldmg 34 Rough Electric 34 Rough Electric 39 Final Electrical 44 Rough/Ducts/Dampers 44 Rough/Ducts/Dampers 31 Underground/Conduit-Wiring 34 Rough Electric 17 Interior Lath/Drywall 34 Rough Electric 24 Rough/Topout 14 Frame/Steel/Boltmg/Welding Act AP AP AP CO AP AP PA AP WC AP AP AP PA RB RB RB RB RB RB RB TP TP RB RB @ TRANSFORMER OK TO INSULATE DUCT WORK SUB PNL ROUGH IN SEE NOTICE ATTACHED NOTICECITY OF CARLSBAD (760) 602-2700 BUILDING DEPARTMENT ^ 1635 FARADAY AVENUE ^ - - & 7 DATE ---' TIME LOCATION *2-/ 7 "** So. //f PERMIT NO - ' i &*£i f n | FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? !._ \ YES FOR FURTHER INFORMATIONLCONTACT PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For 04/22/2009 Permit* CB090452 Title VENTANAREAL 5540SF SHELL TO Description OFFICE//SPEC SUITE Inspector Assignment Type Tl Sub Type INDUST Job Address 2173SALKAV Suite 175 Lot 0 Location APPLICANT DESIGNCORP Owner RIO SD PLAZA II MASTER LLC Remarks Phone 8585868414 Inspector Total Time CD Description Act Comments 14 Frame/Steel/Boltmg/Weldmg \" 34 Rough Electric "I Requested By TOM Entered By CHRISTINE Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp Comments *• V CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE LOCATION. PERMIT NO (760) 602-2700 1635 FARADAY AVENUE TIME f xy <7—yx ^ FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE1? I I YES FOR FURTHER INFORIVIATION, CONTACT BUILDING INSPECTOI PHONE CODE ENFORCEMENT OFFICER EsGil Corporation In Partnership with government for (KuiUing .Safety DATE April 2, 2O09 D APPLICANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 09-0452 SET II PROJECT ADDRESS 2173 Salk Avenue, Suite #175 PROJECT NAME Spec Suite #175 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 al 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 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 REMARKS By Bryan Zuppiger Enclosures Esgil Corporation D GA D MB D EJ D PC 04/01/2009 trnsrntl dot 9320 Chesapeake Drive, Suite 208 * San Diego California 92123 ^ (858)560-1468 * Fax (858) 560-1576 EsGil Corporation In (partnership with government for <HmCifing Safety DATE March 25, 2009 O, JURL JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 09-0452 SET I PROJECT ADDRESS 2173 Salk Avenue, Suite #175 PROJECT NAME Spec Suite #175 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 XI The applicant's copy of the check list has been sent to Chie Honda 444 South Cedros Avenue Solana Beach, CA 92075 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 Chie Honda Telephone # 858 794 3222 Date contacted^/2=5/^|by &&> ) Fax # 858 794 3220 Mail (/Telephone Fax^X 'n Person REMARKS By Bryan Zuppiger Enclosures Esgil Corporationn GA n MB n EJ n PC 03/23/2009 trnsmtl dot 9320 Chesapeake Drive. Suite 208 *• San Diego, California 92123 > (858)560-1468 * Fax (858) 560-1576 Carlsbad O9-0452 March 25, 2009 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO O9-0452 OCCUPANCY B TYPE OF CONSTRUCTION IIA SPRINKLERS'? yes DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEW COMPLETED March 25, 2009 JURISDICTION Carlsbad USE office ACTUAL AREA 554O ft2 OCCUPANT LOAD unknown DATE PLANS RECEIVED BY ESGIL CORPORATION 03/23/2009 PLAN REVIEWER Bryan Zuppiger This plan review is limited to the technical requirements contained in the International 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 2007 CBC that adopts the 2006 IBC 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 IBC Section 105 4 of the 2006 International 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. CarisbacT09-0452 March 25, 2OO9 • PLANS 1 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways a) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Avenue, Carlsbad, CA 92008, and (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments b) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, and (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 2 Glazing in the fixed panels in swinging doors should be of safety glazing material in accordance with CBC Section 2406 3 3 Please assign the ceiling details to the reflected ceiling plan 4 Please note that suspended ceilings in Seismic Design Categories D, E & F per ASCE 7-05 Section 135621 shall have the following, a) A heavy duty T-bar system shall be used b) The width of the penmeteLsupporting closure angle shall be no less than 2" In each orthogonal horizontal direction one end of the ceiling grid shall be attached to the closure angle The other end in each horizontal direction shall have a %" clearance from the wall and shall rest upon and be free to slide on a closure angle c) Note on plan that suspended ceilings shall comply with ASTM C 635 & ASTM C 636 5 The City requires the following notes on the plans • WIRING METHODS 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 • The use of flexible metal conduit as a grounding means must comply with City Policy 84-36 • No wiring is permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official City Policy 6 The HVAC unit weight(s) exceed 400lbs an analysis of the existing roof framing from an engineer or architect licensed by the State of California is required ASCE 1314 Carlsbad O9-0452 March 25, 2OO9 The person responsible for their preparation must sign all final sheets of plans (California Business and Professions Code) 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 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 Bryan Zuppiger at Esgil Corporation Thank you Carlkbad 59-O452 March 25, 2009 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO O9-0452 PREPARED BY Bryan Zuppiger DATE March 25, 2009 BUILDING ADDRESS 2173 Salk Avenue, Suite #175 BUILDING OCCUPANCY B TYPE OF CONSTRUCTION HA BUILDING PORTION ti Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 5540 cb Valuation Multiplier 34 37 By Ordinance Reg Mod VALUE (S) 190,410 190,410 $90201 Plan Check Fee by Ordinance Type of Review [2 I I Repetitive Fee ~^Ti Repeats Complete Review D Other p Hourly EsGil Fee fj Structural Only Hr $58631 $50513 Comments macvalue doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB ADDRESS RESIDENTIAL RESIDENTIAL ADDITION MINOR « $17,000.00) OTHER DATE TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING PLANNER ENGINEER DATE DATE DociMisforms/Pianning Engineering Approvals ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant D Calculation based on bwtkJmg plancheck plan submittal Address Bldg Permit No Prepared by Date Checked by Date EDU CALCULA TIOMS. List types and square footages for all uses/ /" Types of Use G r^J / ITypes of Use / Types of Use Types of Use ADT CALCULA TIQNS Types of Use ^VT'T*' Types of Use * Types of Use Types of Use /Sq^Umts £3YO Sq Ft /Units Sq Ft /Units Sq Ft /Units List typesandsquare footages for all uses Sq Ft /Units Sq Ft /Units Sq Ft /Units EDU's /•'! EDU's EDU's EDU's ADT's *3 ADT's ADT's ADT's FEES REQUIRED WITHIN CFD D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO NW QUADRANT NE QUADRANT SE QUADRANT SW QUADRANTD 1 PARK-IN-LIEU FEE FEE/UNIT D 2 TRAFFIC IMPACT FEE ADT's/UNITS D 3 BRIDGE AND THOROl ADT's/UNITS D 4 FACILITIES MANAGE UNIT/SQ FT D 5 SEWER FEE 'EDU'S /• NE QUADRANT X NO UNITS X FEE/ADT SE QUADRANT =$ JGHFARE FEE VIENT FEE (DIST X ZONE X #1 DIST #2 FEE/ADT FEE/SQ FT /UNIT DIST #3 = $ s- ) ^* ^-" f_BENEFIT AREA EDU's ' ' / /x D 6 DRAINAGE FEES ACRES PLDA FEE/EDU HIGH =$ /LOW FEE/AC = $ D 7 POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION \FARMER\KA1HY\MASTERS\FEE CALCULATION WORKSHEET doc2008 doc Rev 7/14/00 ts\ 5 a 3 2 .2CO 03 COQ Q D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB09-0452 Address 2173 SalkAve #175 Planner Chris Sexton Phone (760) 602- 4624 APN 212-021-02 Type of Project & Use JJ Net Project Density DU/AC Zoning O General Plan O Facilities Management Zone 5 CFD (in/out) #_Date of participation Remaining net dev acres. Circle One (For non-residential development Type of land used created by this permit CO CO COE K a.Legend Item Complete D Q d Environmental Review Required DATE OF COMPLETION Item Incomplete - Needs your action YES D NO D TYPE Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval Discretionary Action Required YES D NO D TYPE APPROVAL/RESO NO DATE PROJECT NO OTHER RELATED CASES Compliance with conditions or approval? If not, state conditions which require action Conditions of Approval _ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES Q NO Q CA Coastal Commission Authority? YES Q NO Q 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 D NO D 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, UPDATE') Inclusionary Housing Fee required YES Q NO D (Effective date of Inclusionary Housing Ordinance - May 21, 1993 ) Data Entry Completed? YES fj NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE') H \ADMIN\Template\Building Plancheck Review Checklist doc Rev 4/08 Site Plaff ^ an 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 D DD IS D D Policy 44 - Neighborhood Architectural Design Guidelines 1 Applicability YES D NO Q 2 Project complies YES D NCQ Zoning 1 Setbacks Front Interior Side Street Side Rear Top of slope Required Required Required Required Required 2 Accessory structure setbacks Front Interior Side Street Side Rear Structure separation Shown Shown. Shown Shown Shown Required Required Required Required Required Shown Shown Shown Shown Shown 3 Lot Coverage Required Shown D 4 Height Required Shown Spaces Required Shown5 Parking (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments VLA.y OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTERjgJcf <DATE3 jS^ H \ADMIN\Template\Buildmg Plancheck Review Checklist doc Rev 4/08 Carlsbad Fire Department Plan Review Requirements Category TI, INDUST Date of Report 04-06-2009 Reviewed by Name Address DESIGNCORP CHIE HONDA Permit # CB090452 Job Name VENTANAREAL 5540SF SHELL TO Job Address 2 1 73 SALK AV CBAD St 1 75 BLPG.DEPTCOPY review is lease review Irges "clouded". adequately conduct a ~""°"' carefully al^gpi«Wfl^ttached Please resubmit the necessary plans and/or specifications, wi to thjinmTff r t'nr review and approval Conditions: Cond CON0003385 [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 FN 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 04/06/2009 By cwong Action AP SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE H* BP DATE USE ONLY / / SA/M APCD Business Name V^HtAHA Contact Person Telephone U-*- Mailing Address City State Zip **- Plan File* Site Address City State Zip Plan File#/PermltJ •> 1\-/ •<£,•—•- 1— «-t T Y- j ,^^.,-^-J .-^ — y _.-. • J. »<-^ t_ ., ' PART I. FIRE DEPARTMFNT HA7ARnOUS MATERIALS MANAGEMENT DIVISION. OCCUPANCY " ASSIFICATION Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials If any of the rt'sms are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. 1 Explosive or Blasting Agents 4 2 Compressed Gases 5 3 Flammable or Combustible Liquids 6 Flammable Solids 7 Pyrophoncs 10 Cryogenics Organic Peroxides 8 Unstable Reactives 11 Highly Toxic or Toxic Materials Oxldizers 9 Water Re actives 12 Radioactives 13 Corrosives 14. Other Health Hazards PART II. SAM DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HlfA I JH. - HAZARDOUS MANAGEMENT DIVISION IHMMD1. If th« answer to'eny of the questions is yes. applicant must contact the County ot San Diego Hazardous Materials Management Division, 1265 Imperial Avenue, 3rd Floor, San Diego, CA 92101 Telephone 1619) 338-2222 prior to the issuance of a building department permit FEES MAY BE REQUIRED Yea No Is your business listed on the reverse side of this form? Will your business dispose of Hazardous Substances or Medical Waste in any amount? Will your business store or handle Hazardous Substances in quantities equal to or greater than 56 gallons, 500 pounds, 200 cubic feet or carcinogens/reproductive toxins In any quantity? Will your business use an existing or Install an underground storage tank? Will your business store or handle Regulated Substances (CalARPI? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10) PART III'. SAN DIEGO COUNTY AIR POLLUTIONS CONfflOT C alARP Exempt / Date Initials CalARP Required I Date Initials CalARP Complete I Date Initials If the answer to any of the questions Is yes, applicant must contact the Air Pollution Control District, 9160 Chesapeake Dnve, San Diego. CA- 92123 Telephone ; (858) 650-4550 prior to the issuance of a building department permit YES NO ' O Q wi" the Intended occupant install or use any of the equipment listed on the Listing of Air Pollution Control district Permit Categories, on the _ reverse side of this form? 2 U K( (ANSWER ONLY IF QUESTION 1 IS YES I Will the subject facility be located within 1,000 feet of the outer boundary of a school IK through 1 2) as listed In the current Directory of School and Community College Districts, published by the San Diego County Officn of Education and the current California Private School Directory, compiled in accordance with provisions of Education Code Section 33190? oes the building or structure for which this permit is requested contain an friable asbestos? Briefly describe business activity and proposed project . t Tr^Po Name of Owner or'Authorized Vlgent Signature o(ywn«Vor Authorized Agent I declare under penalty of perjury that to the beat of my knowledge and belief the responses made herein are true and correct FOR OFFICIAL USE ONLY FIRE DEPARTMENT OCCUPANCY CLASSIFICATION BY DS" EXEMPT OH HO FURTHW \Hf ORMAT10N REQUIRED COUNTY-HMMO APCO . '. RELEASED FOB BUH.OING PERMIT BUT NOT fOR OCCUPANCY COUNTY-HMMD APCO MLEASiO TOB OCCUPANCY COUNTY-HMMO APCO | OepertmenloU nvironiriefiQIHesllfi CONSULT1 ns'GS'l RL'LTURAL ENGINbERS STRUCTURAL CALCULATIONS MECHANICAL UNIT SUPPORTS VENTANA REAL LOT2 (SUITE 175) 15750 ALTON PARKWAY IRVINE, CA ALL SHEETS March, 2009 KLT # 09019 c PROJECT SUBJECT KLT CONLTiNG STRUCTAL 3430 Irvtn. Avenue, N«wportfl«ch, CA 92660 Tel: (949) 263-1308 Fax. (949) 263-1310 \/£NTAMA Lm z DATE //CALC BY TC SHEET OF JOB ,'/v/7 \ k K) LL - 4= 6 '~* t). tuft* ft) g ' - i-i: ' JT J-JL ..... i</(7C- r\L i OUINOUL I iN(j i> IKUOIUKAL tNWNttKb • 3430 IRVINE AVE NEWPORT BEACH CA 92660 TEL (949)263-1308 _ pAX (949)263-1310 Composite Steel Beam Design Lie. #: KW-06004033 Descnption CHECK (E)FLOOR BEAM Wl6x26 FOR (N) MECH UNIT WT=441# Material Properties Analysis Method Load Resistance Factor Design Beam Bracing Beam is Fully Braced against lateral-torsion buckling by attached sla Load Combination 2006 IBC & ASCE 7-05 Fy Steel Yield 50 0 ksi E Modulus 29,000 0 ksi Title VENTANA LOT 2 T I Dsgnr Project Desc Project Notes Job* File L \VENTANAtventanaec6 • ENERCALC INC 1S83-2008, Ver 6021 N 54?92 I Llcvns* Owrwr: KLT Calculations per IBC 2006 CBC 2007 13th AISC Composite Beam Section Data Total Slab Thinness 6 50 in Concrete fc Effective Width 4 0 ft Concrete Density Metal Deck Rib Height Ribs Perpendicular Rib Spacing Beam is UNSHORED for Concrete Placement 40 ksi Stud Diameter 3/4" in 1450pcf On Stud Capacity 110k 30 in TopWWth 60m 120 in Btm Width 5 50 in W16X26 J 370ft Applied loads Service loads entered Load Factors will be applied for calculations Load for Span Number 1 UniformLoad 0 = 09060. L = 0640Wft, Tnbutary Width = 10ft, Applied after cunnq Point Load D = 04410k @ 1850 ft, Applied after cunnq Maximum Bending Stress Ratio = Section used for this span Percent Composite Action Construction Mu Applied 00 Mn'Phi Allowable 165750 Load Combination After Cunng Location of maximum on span Span # where maximum occurs 0978 1 W16X26 100% After Cunng 366 125 k-ft 374 458 k-ft +1 20D-K) 50LM 60L+1 60H 186242ft Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection 0 972 in Max Upward L+Lr+S Deflection 0 000 in Live Load Deflection Ratio 456 Max Downward Total Deflection 0 972 in Max Upward Total Deflection 0 000 in Total Deflection Ratio 456 .Shfta^SfadiSequlrements ______ From Support 1 @ to 18 62 ft use 35 studs From 18 62 ft to support 2 use 35 studs Maximum Forces & Stresses for Load Combinations ~~ Max Stress RatiosLoad Comb & Design Length ~~ Span* M 1 4 DL on StIBm Before Cunng Span L = 37 ft 1 1 4 DL on StIBm After Cunng Span L - 37 ft 1 After Curing +1 400 Span L = 37 ft 1 0595 After Cunng +1 20D+0 50LM 60L* Span L = 37 ft 1 0978 After Curing -1 70D-1 60LrK) r'0l Ma-Const 0135 0223 Maximum Shear Stress Ratio = Section used for this span Vu Applied Vn*Phi Allowable Load Combination Location of maximum on span Span # where maximum occurs Bending Summary MnSM * Phi Ma NonConst MnTr * Phi 16575 165 75 22272 366 13 37446 374 46 Design OK 0223 1 W16X26 393218 k 176625 k span 1 00 ft SpanJM Shear Summary Va Vn' Phi 2377 3932 17663 17663 KLI OONbUL I ING. STRUCTURAL ENGINEERS '3430 IRVINE AVE NEWPORT BEACH CA 92660 TEL (949)263-1308 FAX (949)263-1310 Composite Steel Beam Design Lie. #: KW-OM04033 Description CHECK (E)FLOOR BEAM W16x26 FOR (N) MECH UNIT WT=441# Title VENTANA LOT 2 T I Dsgnr Project Desc Project Notes Job/W// File L \VENTANA\ventanaec6 ENERCALC INC 1983-2008 Vei 6021 Licens* Owmr: Load Comb & Design Length Span* Span! = 37 ft " "" 1 After Cunng +1 20D+0 50L+160S Span L = 37 ft 1 Max Stress Ratios Bending_Surnrnary M V Ma-Const MnSU *PhT" "Ma"-NonCohst 0656 0149 " "16575 " " "24566 0 656 0149 165 75 Maximum Deflections for Load Combinations • Unfactored Load* 24566 Location Dead Load Defl Load Combination DL on Steel Atone BEFORE Cunng DL on Steel Atone BEFORE Cunng DL on Steel Atone AFTER Cunng DL on Steel Atone AFTER Curing After Cunng D after + Lr+L+S After Cunng D after + Lr+L+S After Cunng Dafter + D + Lr + L After Cunng Dafter + D+Lr + L After Cunng Dafter + D + L + S AfterCunng Dafter + D + L+S After Cunng Dafter + D + L + W AfterCunng Dafter + D + L+W AfterCunng Dafter + D + L+S AfterCunng Dafter + D+L+S AfterCunng Dafter+D+L + S AfterCunng Dafter + D+L + S Upward Downward Upward Downward Upward Downward Upward Downward Upward Downward Upward Downward Upward Downward Upward Downward Span 1 1 in Span 37000 37000 37000 37000 18624 0000 18624 0000 18624 0000 18624 0000 18624 0000 18624 0000 Maximum Vertical Reactions • Unfactored Load Combination CveraBMAXimum DL Apphed Before Cunng Lr+L+S (DboOac) + Lr+L (Dbc-Dac) + L + S (Dbc-Dac)+L+W+S/2 (Dbc-Dac) + L+S+W/2 (Dbc-Dac) + L + S + E/l4 Steel Section Properties : Depth Web Thick Flange Width Flange Thick Area Weight Before Curing 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 Dead Load Defl After Curing 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 Support notanon Far lefl is #1 Support 1 Support 2 11840 11840 11840 11840 11840 11840 11840 W16X26 15700 m 0250 in 5500 in 0345 m 7680 m*2 26143 plf 11840 11840 11840 11840 11840 11840 11840 Ixx Sxx Rxx Zx = £ r = 30100 3840 6260 44200 m»4 m»3 in in*3 Composite Section Properties Span Number Plastic N A Location Span 1" PNA in Flange PNA m Flange PNA in Flange PNA in Flange PNA in Flange PNA in Flange PNA in Flange PNA in Flange PNA in Flange PNA in Flange PNA in Web PNA in Web PNA in Web PNAm Web PNA in Web PNA in Web Analysis % Shear Type Connection 1000 950 900 850 800 750 700 650 600 550 500 450 400 350 300 250 Plastic N A from Bottom 15700 15665 15630 15595 15560 15525 15491 15456 15421 15386 15265 14497 13729 12961 12193 11425 Sum On Shear (k) 384000 364800 345600 326400 307200 288000 268800 249600 230400 211200 192000 172800 153600 134400 115200 96000 # Studs per 1/2 Span 35 34 32 30 28 27 25 23 21 20 18 16 14 13 11 9 MnTr'Phi 37446 37446 Const Loads Net Defl 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 Shear Summary Va Vn • Phi 2630 17663 Non-Dead Load Dell 0000 0000 0000 0000 0972 0000 0972 0000 0972 0000 0972 0000 0972 0000 0972 0000 2630 Total Deflection 0.000 0000 0000 0000 0972 0000 0972 0000 0972 0000 0972 0000 0972 0000 0972 0000 17663 Ixx - Used 30100 30100 30100 30100 96740 96740 96740 96740 96740 96740 96740 96740 96740 96740 96740 96740 I yy = 9 590 m»4 S yy = 3 490 in»3 Ryy = 1120m Zy = 5480 m*3 J = 0262 in*4 Mn Capacity Moment of Inertia k-ft l-Steel l-Trans l-Lwr Bound 41606 3010 1,2166 9674 40942 3010 1,2166 9561 40253 3010 1,2166 9437 39541 3010 1,2166 9299 38805 3010 1,2166 9147 38045 3010 1,2166 8980 37261 3010 1,2166 8796 36454 3010 1,2166 8594 35623 3010 1,2166 8371 34769 3010 1,2166 8127 34322 3010 12166 7858 33538 3010 1,2166 7563 32619 3010 12166 7237 31558 3010 1.2166 6878 30349 3010 1,2166 6482 28984 3010 12166 6045 KL1 CONSULTING STRUCTURAL ENGINEERS ' 3430 IRVINE AVE NEWPORT BEACH CA 92660 TEL (949)263-1308 . FAXJ949J263-1310 Composite Steel Beam Design Lie. #: KW-06004033 Description CHECK (E)FLOOR BEAM W14x22 FOR (N) MECH UNIT WT=441# Material Properties Title VENTANA LOT 2 T I Osgnr Project Desc Project Notes Job* Analysis Method Load Resistance Factor Design Beam Bracing Beam is Fully Braced against lateral-torsion buckling by attached sla Load Combination 2006 IBC & ASCE 7-05 Fy Steel Yield SOOksi E Modulus 29,000 0 ksi File L \VENTANAtventanaec6 • ENERCAtC INC 1983-2008 Vet 6021 N 54/92 I Llcans* Owner: KLT Calculations per IBC 2006 CBC 2007 13thAISC vt: •?' vl: ••" 'v r Composite Beam Section Data Total Slab Thickness 6 50 in Concrete fc Effective Width 40ft Concrete Density Metal Deck Rib Height Ribs Perpendicular Rib Spacing 40ksi 1450pcf 3 0 in 120 in Beam is UNSHORED for Concrete Placement Stud Diameter 3/4" in Qn Stud Capacity Top Width Btm Width 11 Ok 60 in 5 50 in 0(0 902k L(0 64) r _f.r 1 f T ... . 1 - i* .1 W 16X26 240ft Applied Loads Load for Span Number 1 Uniform Load D = 0 9020. L = 0 640 k/fl, Tnbutary Width = 1 0 ft, Applied after cunnq Point Load 0 = 0 4410 k @ 12 0 ft, Applied after curing DESIGN SUMMARY Maximum Bending Stress Ratio = 0413 1 Section used for this span W16X26 Percent Composite Action 100% Construction After Curing Mu Applied 00 154808k-ft Mn'Phi Allowable 165750 374458k-ft Load Combination After Curing +1 20D+0 50Lr+1 60L+1 60H Location of maximum on span 119195ft Span # where maximum occurs Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Live Load Deflection Ratio Service loads entered Load Factors will be applied for calculations Max Downward Total Deflection Max Upward Total Deflection Total Deflection Ratio 0172m 0 000 in 1673 0172m 0 000 in 1673 Shear Stud Requirements From Support 1 @ to 12 72 ft use 35 studs From 12 72 ft to support 2 use 35 studs Maximum Forces (.Stresses for Load Combinations Max Stress RatiosLoad Comb & Design Length Span* M 1 4 DL on SUBm Before Curing Span L = 24 ft 1 1 4 DL on StIBm After Curing Span L = 24 ft 1 After Curing +1 40D Span L = 24 ft 1 0 253 After Cunng +1 20D-0 50U+1 60L- Spanl = 24rt 1 0413 After Cunna *i /*)D< 1 fiOLr.fj r.ni Ma-Const 0068 0145 Maximum Shear Stress Ratio = Section used for this span Vu Applied Vn'Phi Allowable Load Combination Location of maximum on span Span # where maximum occurs Bending Summary MnStr Phi Ma-NonConst MnTr • Phi 165 75 94 60 374 46 16575 15481 37446 Design OK 0145 1 W16X26 255414 k 176625 k spanl 00 ft Span#1 Shear Summary Va Vn • Phi 1b46 17663 2554 17663 KLT CONSULTING STRUCTURAL ENGINEERS 3430 IRVINE AVE NEWPORT BEACH CA 92660 TEL (949)263-1308 FAX (949)263-1310 Composite Steel Beam Design Lie. # : KW-M004033 Description L.HECK tE)FLOOR BEAM W14x,>2 FOR (N) MECri UNIT WT=441» Title VENTANA LOT 2 T I Dsgnr Project Desc Protect Notes Job #t- 'h 'i File L \VENTAKIA\ventanaec6 ENERCALC INC 19832008 Ver 6021 NM/. Uctns* Qwrttr : Load Comb & Design Length Span# 1Span I = 24 ft AfterCunng +1 20D+0 50L+160S Span L = 24 ft 1 Max Stress Ratios M V" 0 278 0 097 Ma-Const Bending Summary MnStrPhT'Ma-NonConst 16575 T0412 0278 0097 16575 10412 MnTr'Phi 37446 37446 Shear Summary Va Vn * Phi 1709 17663 Maximum Deflections for Load Combinations • Unfactored Loads Location Dead Load Defl Load Combination Span l)LonSteeTAtohe BEFORE Cunng Upward 1 DL on Steel AJpne BEFORE Cunng Downward 1 DL on Steel Atone AFTER Curing Upward 1 DL on Steel Atone AFTER Cunng Downward 1 AfterCunng D after + Lr+L+S Upward 1 After Curing D after* Lr+L+S Downward 1 AfterCunng Dafter + D + Lr + L Upward 1 AfterCunng Dafter+D + Lr+L Downward 1 AfterCunng Dafter + D + L+S Upward 1 AfterCunng Dafter + D+L+S Downward 1 AfterCunng Dafter + D + L + W Upward 1 AfterCunng Dafter + D + L+W Downward 1 AfterCunng Dafter + D+L+S Upward 1 AfterCunng Dafter + D+L+S Downward 1 After Curing Dafter + D + L + S Upward 1 AfterCunng Dafter+D + L+S Downward 1 , Maximum Vertical Reactions • Unfactored Load Combination Support 1 Support 2 OieraffMAXimum 7680 7680 DL Applied Before Cunng Lr+L+S 7 680 7 680 (Dbc-Dac) + Lr + L 7680 7680 (Dbc-Dac) + L + S 7680 7680 (Dbc-Dac) + L + W + S/2 7680 7680 (Dbc-Dac) + L+S+W/2 7680 7680 (Dbc-Dac) + L+S + E/14 7680 7680 Steel Section Properties : W16X26 Depth = 15700 in Ixx Web Trick = 0250 in Sxx Flange Width = 5500 in Rxx Flange Thick = 0345 in Zx Area =7680 in*2 Weight = 26143 plf Composite Section Properties Span Number Analysis % Shear Plastic N A Location Type Connection SparTI PNA in Flange 1000 PNA in Flange 950 PNA in Flange 900 PNA in Flange 850 PNA in Flange 80 0 PNA in Flange 75 0 PNA in Flange 700 PNA in Flange 65 0 PNA in Flange 600 PNA in Flange 55 0 PNA in Web 500 PNA in Web 450 PNA in Web 400 PNA in Web 35 0 PNA in Web 30 0 PNA in Web 25 0 in Span 24000" " 24000 24000 24000 12061 0000 12081 0000 12081 0000 12081 0000 12081 0000 12081 0000 Before Curing ""Fdoob" 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 Dead Load Defl AfterCunng oobb 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 Const Loads Net Defl "0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 Support notation Far left is #1 = = = = Plastic N A from Bottom 15700 15665 15630 15595 15560 15525 15491 15456 15421 15386 15265 14497 13729 12961 12193 11425 _ ... 30100 3840 6260 44200 Sum On Shear (k) ~ 384000 364800 345600 326400 307200 288000 268800 249600 230400 211200 192000 172800 153600 134 400 115200 96000 mA4 m*3 in m*3 # Studs per 1/2 Span 35 34 32 30 28 27 25 23 21 20 18 16 14 13 11 9 Iff Syy Ryy ZyJ Mn-Capao k-ft 41606 40942 40253 39541 38805 38045 37261 36454 35623 34769 34322 33538 32619 31558 30349 28984 Non-Dead LoadDefl^ " bobo 0000 0000 0000 0172 0000 0172 0000 0172 0000 0172 0000 0172 0000 0172 0000 1709 Total Deflection 0000 0000 0000 0000 0172 0000 0172 0000 0172 0000 0172 0000 0172 0000 0172 0000 17663 Ixx Used 30100 30100 30100 30100 96740 96740 96740 96740 96740 96740 96740 96740 96740 96740 96740 96740 9590 in"4 3490 m»3 1120 in 5480 m*3 0262 mA4 Moment of Inertia l-Steel l-Trans l-Lwr Bound 9674 9561 9437 9299 9147 8980 8796 8594 8371 8127 7858 7563 7237 6878 6482 6045 3010 3010 3010 3010 3010 3010 3010 3010 3010 3010 3010 3010 3010 3010 3010 3010 1,2166 1,2166 1,2166 1,2166 1,2166 1,2166 1,2166 1,2166 1,2166 1,2166 1,2166 12166 12166 12166 1,2166 1,2166 KLT CONSULTING STRUCTURAL ENGINEERS 3430 Irvine Avenue, Newport Beach, CA 92660 Tel (949) 263-1308 Fax (949) 263-1310 PROJECT \/?N7ANA 7-J . DATE -4 -?,\- rf SHEET OF SUBJECT CALC BY 7 ^ JOB t > i* ;--\>w ^ /,<//-* X" ? * (t) KLT CONSULTING STRUCTURAL ENGINEERS 3430 IRVINE AVE NEWPORT BEACH CA 92660 TEL (949)263-1308 FAXJ949)263-1310 Composite Steel Beam Design Lie. * : KW-04004033 Title VENTANA LOT 2 T Dsgnr Project Desc Project Notes 7 Description CHECK (E)FLOOR BEAM W27x84 FOR (N) MECH UNIT LOADS Material Properties Fde L \VENTANA\ventanaec6 ENERCALC INC 1963-2008 Ver 6021 N5-',2°<! LIccnM Ownw : Calculations per IBC 2006 CBC 2007 13th AlSt Analysis Method Load Resistance Factor Design Beam Bracing Beam is Fully Braced against lateral-torsion buckling by attached sla Load Combination 2006 IBC & ASCE 7-05 Fy Steel Yield 50 0 ksi E Modulus 29,000 0 ksi Composite Beam Section Data Beam is UNSHORED for Concrete Placement al Slab Thickness 6 50 in scdveWidtfi 40ft talOeck s Parallel r_. ,. .... ,. „_., .... T Concrete re Concrete Density Rib Height Rib Spacing D(0 D(3 714 ~~J 40 ksi 1450pcf 30 in 120 in p82) |U264) L___~~~-. Stud Diameter On Stud Capacity Top Width Btm Width t 3/4" m 11 Ok 60m 5 50 in „,,.- ,,..1 W27X84 320ft Applied Loads Service loads entered Load Factors will be applied for calculations Load for Span Number 1 Uniform Load D = 3 7140. L = 2 640 k/ft, Tnbutary Width = 1 0 ft, Applied after cunnq Point Load D = 08820 k 01160 ft, Applied after cunnq Maximum Bending Stress Ratio = Section used for this span Percent Composite Action Consfrucf/on Mu Applied 00 Mn*Phi Allowable 9150 0771 1 W27X84 100 % After Curing 1,11950k-ft 1,452 87 k-ft Load Combination After Curing Location of maximum on span Span # where maximum occurs «-120D-K)50Lr+160L+160H 158926ft Span#1 Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Live Load Deflection Ratio Max Downward Total Deflection Max Upward Total Deflection Total Deflection Ratio 0 374 in 0 000 in 1026 0 374 in 0 000 in 1026 Shear, Stud Requirements From Support 1 @ to 16 11 ft use 74 studs From 1611 ft to support 2 use 74 studs Maximum Forces_&Stresses for Lojd Combinations Load Comb A Design Length Max Stress Ratios Span* M V Ma-Const 14 DL on StJBm Before Curing Span L = 32 ft 1 1 4 DL on StlBm After Curing Span L = 32 ft 1 After Curing +1 400 Span L = 32 ft 1 0465 0152 After Curing +1 20D->0 50LM 60L- SpanL = 32ft 1 0771 0252 After Curing -1 20D-1 60Lr*050L Maximum Shear Stress Ratio = Section used for this span Vu Applied Vn'Phi Allowable Load Combination Location of maximum on span Span # where maximum occurs Bending Summary MnStrPhi Ma-NonConst MnTr * Phi 91500 91500 67533 111950 1 452 87 1 452 87 Dcsiqn OK 0252 1 W27X84 139422 k 552690 k span 1 00 ft Span#1 Shear Summary Va Vn'Phi 83 81 552 69 13942 55269 KLT CONSULTING STRUCTURAL ENGINEERS 3430 IRVINE AVE NEWPORT BEACH CA 92660 TEL (949)263-1308 . FAX.(9491263-1310 Composite Steel Beam Design Lie. * : KW-06004033 Descriplion CHECK (E)FLOOR BEAM W27x84 FOR (N) MECH UNIT LOADS Title VENTANA LOT 2 T I Dsgnr Project Desc Project Notes Fite L \VENTANA\venlanaec6 • ENERCALC, INC 1983-2008 Ver 6 0 21 N 542^2 I Lic«us« Owner: KLT Load Comb & Design Length Max Stress Ratios Span* M V Ma-Const' SpanL = 32ft " 1 0515 0168" After Cunng +1 20D+0 50L+1 60S Span L = 32 ft 1 0515 0168 Maximum Deflections for Load Combinations • Unfactored Loads Load Combination DL on 'Steel Atone BEFORE Cunng DL on Steel Alone BEFORE Cunng DL on Steel Alone AFTER Cunng DL on Steel Alone AFTER Cunng After Cunng D after + Lr+L+S After Curing D after + Lr+L+S AfterCurmg Datter+D + Lr + L After Curing Dafter + D + Lr + L After Cunng D after+ D+L + S AfterCunng Dafter + D+L + S After Cunng Dafter + D + L+W AfterCunng Dafter+D+L+W AfterCunng D after + D+L+S AfterCunng Dafter+D+L+S AfterCunng Dafter + D + L+S AfterCunng Dafter + D + L+S Bending Summary MnSM * Phr~Ma-NonConst "~9lTdO~ 74781 91500 74781 MnTr'Phi 1,45287 " 1,45287 Shear Summary Va Vn * Phi 9296 55269 9296 Location Dead Load Defl Dead Load Del) Const Loads Span in Span Before Cunng AfterCunng Net Defl Upward 1 32000 Downward 1 32000 Upward 1 32000 Downward 1 32000 Upward 1 16 107 Downward 1 0000 Upward 1 16 107 Downward 1 0000 Upward Downward Upward Downward Upward Downward Upward Downward 16107 0000 16107 0000 16107 0000 16107 0000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 Non-Dead Load Defl 0000 0000 0000 0000 0374 0000 0374 0000 0374 0000 0374 0000 0374 0000 0374 0000 Total Deflection 0000 0000 0000 0000 0374 0000 0374 0000 0374 0000 0374 0000 0374 0000 0374 0000 55269 Ixx Used 285000 2.85000 2,85000 285000 5,80106 5.80106 5,801 06 5,801 06 5,80106 5.801 06 5,801 06 580106 580106 5,801 06 5,80106 5.801 06 Maximum Vertical Reactions • Unfactored Support notation F<tr left is *'• Load Combination Overall'MAXimum DL Applied Before Cunng Lr+L+S (Dbc-DacJ+Lr + L (Dbc-Dac) + L+S (DboDac)+L+W+S/2 (Dbc-Dac) + L+S + W/2 (DboDac) + L + S + E/14 Support 1 42240 42240 42240 42240 42240 42240 42240 Support 2 42240 42240 42240 42240 42240 42240 42240 Steel Section Properties W27X84 Depth Web Thick Flange Width Flange Thick <= Area = Weight 26700 in 0460 in 10000 in 0640 in 24800 mA2 84419 plf Ixx Sxx Rxx = Zx 2,85000 m»4 lyy 21300 m*3 Syy 10700 in Ryy 244000m»3 Zy J = = = = = Composite Section Properties Span Number Plastic N A Location Analysis Type % Shear Plastic N^ Connection from Bottom Sum On # Studs per Mn - Capacity Shear (k) 1/2 Span k-ft SpanT PNA in Flange PNA in Flange PNA m Flange PNA in Flange PNA in Flange PNA in Flange PNA in Web PNA in Web PNA in Web PNA in Web PNA in Web PNA m Web PNA in Web PNA in Web PNA in Web PNA in Web 1000 950 900 850 800 750 700 650 600 550 500 450 400 350 300 250 26266 26226 26185 26145 26105 26064 25279 24403 23527 22651 21775 20899 20023 19148 18272 17396 805600 765510 725220 684930 644640 604350 564060 523770 483480 443190 402900 362610 322320 282030 241740 201450 74 70 66 63 59 55 52 48 44 41 37 33 30 26 22 19 1,61430 1.60752 1,59978 1,59110 1,58147 1.57090 1,59055 1,58163 1,56910 1,55285 1.53279 1,50879 1.48074 1,44849 141189 137077 106000 m»4 21200 m*3 2070 in 33 200 «»3 2810 ln»4 Moment of Inertia l-Steel l-Trans l-Lwr Bound 5.8011 5,7506 5,6940 5,6307 5,5604 5,4825 5,3964 5,3016 51974 5,0830 49576 48204 46704 45065 43275 41321 2.8500 2.8500 28500 2.8500 2,8500 2,8500 2,8500 2.8500 28500 2,8500 28500 2,8500 28500 28500 28500 28500 6.9247 6,924 7 6,924 7 6.9247 6.924 7 6.924 7 69247 69247 6,924 7 6,924 7 6.924 7 6,924 7 6,924 7 69247 69247 69247 M.I CUNbUL IIN<j !> IKULIUKAL ENGINEERS - 3430 IRVINE AVE NEWPORT BEACH CA 92660 TEL (949)263-1308 _ FAX 1(949)263-1310 Composite Steel Beam Design Lie. #: KW-06004033 Description CHECK (E)FLOOR BEAM W24x68 FOR (N) MECH UNIT LOADS Material Properties Analysis Method Load Resistance Factor Design Beam Bracing Beam is Fully Braced against lateral-torsion buckling by attached sla Load Combination 2006 IBC & ASCE 7-05 Fy Steel Yield 50 0 ksi E Modulus 29,000 0 ksi Composite Beam Section Data Total Slab Thickness Effective Width Metal Deck Ribs Pi Title VENTANA LOT 2 T I Dsgnr Prqect Oesc Project Notes Job #0/C7'f °i File L \VEWTANA\ventanaec6 ENERCALC INC 1983-2008 Ver 6021 NWiV LIctnM Own*r: KL Calculations per IBC 2006, CBC 2007 13th AISC T 1 Beam is UNSHOREO for Concrete Placement 3/4" m 11 OK 60 in 5 50 in 6 50 in 4 Oft allel T __ Concrete fc Concrete Density Rib Height Rib Spacing 0(271] 40 ksi 1450pcf 30 in 120 m 323) |L(1 92) Stud Diameter On Stud Capacity Top Width Btm Width y W27X84 330ft Applied Loads Load for Span Number 1 Uniform Load 0 = 2 710, L = 1920 k/ft, Tributary Width = 1 0 ft, Applied after cunnq Point Load D = 1 3230 k (2> 16 50 ft, Applied after cunnq DESIGNSUHMARY MaxJmum Trending Stress Ratio = 0 601 1 Section used for this span W27X84 Percent Composite Action 100% Construction After Cunng Mu Applied 00 873826k-ft Mn'Phi Allowable 9150 1.452 87 k-ft Load Combination After Curing +1 20D-K) 50Lr+1 60L+1 60H Location of maximum on span 16 3893ft Span # where maximum occurs Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection 0 308 in Max Upward L+Lr+S Deflection 0 000 in Live Load Deflection Ratio 1286 Max Downward Total Deflection 0 308 in Max Upward Total Deflection 0 000 m Total Deflection Ratio 1286 Shear Stud Requirements Service loads entered Load Factors will be applied for calculations From Support 1 @ to 16 83 ft use 74 studs From 16 83 ft to support 2 use 74 studs Maximum Forces & Stresses for Load Combinations Load Comb & Design Length Max Stress Ratios Span* M V Ma-Const 1 4 DL on SdBm Before Cunng Span L = 33 fl 1 1 4 DL on StlBm After Curing Span L = 33 fl 1 After Curing »1 40D Span L = 33 ft 1 0366 0115 After Curing +1 200*0 50LM 60L- SpanL = 33fl 1 0601 0190 After Cunng -1 ?OD+1 60Lr*0 501. Maximum Shear Stress Ratio = Section used for this span Vu Applied Vn'Phi Allowable Load Combination Location of maximum on span Span # where maximum occurs Bending Summary MnStt'Phi " MaNonConst MnTr • Phi 91500 91500 53161 87383 1 452 87 1 452 87 Design OK 0.190 W27X84 105 140 k 552690 k spanl 330 ft Span # 1 1 Shear Summary Va Vn' Phi 63 53 552 69 105 14 552 69 MJ OONbUL I ING. STRUCTURAL ENGINEERS 3430 IRVINE AVE NEWPORT BEACH CA 92660 TEL (949)263-1308 FAX (949)263-1310 Tide VENTANA LOT 2 T I Dsgnr Prqect Desc Project Notes Job if Iff Composite Steel Beam Design • Uc. # : KW-06004033 hue LwtNiANAwenianaeco • ENERCALC INC 1983-2008 Ver 6021 N54?°? I Lie«nM Owiwr : KLTJ Description CHECK (E/FLOOR BEAM W24x68 FOR (N) MECH UNIT LOADS Load Comb & Design Length Span* ~SpanT^33ft 1 After Cunng +1 20D+0 50L+1 60S Span L = 33 ft 1 Max Stress Ratios M 0404 0404 V 0127 0127 Ma-Const Bending Summary MnStTPhi 91500 91500 Ma-NonConst 58634 58634 MnTr'Phi 1,45287 1,45287 Shear Summary Va 7029 7029 Vn ' Phi 55269 55269 Maximum Deflection* for Load Combinations • Unfactored Loads Load Combination DL on Steel Atone BEFORE Cunng DL on Steel Atone BEFORE Curing DL on Steel Atone AFTER Cunng DL on Steel Alone AFTER Cunng After Cunng D after + Lr+L+S After Cunng D after + Lr+L+S AfterCunng Dafter + D + Lr + L After Cunng Dafter + D + Lr + L AfterCunng D after +D+L+S AfterCunng Dafter + D + L+S AfterCunng Dafter + D + L+W AfterCunng Dafter + D + L+W AfterCunng D after + D + L+S AfterCuring Dafler + D + L + S AfterCunng Dafter+D+L+S AfterCunng Dafter + D + L + S Upward Downward Upward Downward Upward Downward Upward Downward Upward Downward Upward Downward Upward Downward Upward Downward Span 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Location in Span 33000 33000 33000 33000 16611 0000 16611 0000 16611 0000 16611 0000 16611 0000 16611 0000 Maximum Vertical Reactions • Unfactored Load Combination Overall MAXimum DL Applied Before Cunng Lr+L+S (Dtx^Oac)+Lr + L (Dbc-Dac) + L+S (DboDac)+L+W + S/2 (Dbc-Dac) + L+S+W/2 (Dbc-Dac) + L + S+E/14 Ste«l Section Properties : Depth Web Thick = Flange Width = Flange Thick = Area = Weight Dead Load Defl Before Cunng 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 Dead Load Defl AfterCunng 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 Const Loads Net Defl 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 Non-Dead Total Load Defl Deflection 0000 0000 0000 0000 0306 0000 0308 0000 0308 0000 0308 0000 0308 0000 0308 0000 0000 0000 0000 0000 0308 0000 0308 0000 0308 0000 0308 0000 0308 0.000 0308 0000 Ixx Used 2,85000 2,850 00 2,85000 285000 580106 580106 5.801 06 5,80106 5,801 06 5.80106 5,80106 5,80106 580106 5,801 06 5,801 06 5,801 06 Support notation Far left >s *1 Support 1 Support 2 31680 31680 31680 31680 31680 31680 31680 W27X84 26700 in 0460 in 10000 in 0640 in 24800 mA2 84419 pit 31680 31680 31680 31680 31680 31680 31680 Ixx Sxx Rxx Zx s r s = 2,85000 21300 10700 244000 m*4~ m»3 in m"3 Iff Syy Ryy Zy J 106000 21200 2070 33200 2810 inM m»3 in in*3 nM Composite Section Properties Span Number Plastic N A Location Span 1 PNA in Flange PNA in Flange PNA in Flange PNA in Flange PNA in Flange PNA in Flange PNA in Web PNA in Web PNA m Web PNA in Web PNA in Web PNA in Web PNA in Web PNA in Web PNA in Web PNA in Web Analysis % Shear Type Connection 1000 950 900 850 800 750 700 650 600 550 500 450 400 350 300 250 Plastic N A Sum On from Bottom Shear (k) 26266 26226 26185 26145 26105 26064 25279 24403 23527 22651 21775 20899 20023 19148 18272 17396 805800 765 510 725220 684930 644640 604350 564060 523 770 463 480 443190 402900 362 610 322 320 282030 241 740 201 450 # Studs per 1/2 Span 74 70 66 63 59 55 52 48 44 41 37 33 30 26 22 19 Mn - Capacity k-ft 1,614 30 1,60752 1,59978 1,591 10 1.581 47 1,57090 1,59055 1,581 63 1.56910 1,55285 1,53279 1,50879 1 480 74 1 448 49 141189 1 370 77 Moment of Inertia 1 Steel 2,8500 2.8500 2.8500 2.8500 2.8500 2,8500 2,8500 2,8500 2.8500 2,8500 2,8500 2,8500 2,8500 2.850 0 28500 2 8500 l-Trans 6.924 7 6.924 7 6,924 7 6,924 7 6,924 7 6.924 7 6.924 7 6.924 7 6,924 7 6,924 7 69247 6,924 7 69247 6,924 7 69247 69247 I Lwr Bound 5,801 1 5,750 6 5,6940 5,630 7 5,5604 5,4825 5,3964 53016 51974 5,083 0 49576 4,820 4 46704 45065 43275 4 132 1 KLT CONSULTING STRUCTURAL ENGINEERS 3430 Irvine Avenue, Newport Beach, CA 92660 Tel (949) 263-1308 Fax (949) 263-1310 PROJECT SUBJECT l/£A/77lNM f I .DATE A/ti'M CALC BY .~JC SHEET JOB OF f£)A HO S . 3x3 A- UJUJto OI LJ tt i CO CO O CN § II o ig13 s «! «aS la V- \ _4 4 CT)O I <oCO CN § < ^ i O LiJ£ > ll ft«sll TITLE 24 REPORT Title 24 Report for: Ventana Real Lot 2 - Suite 175 2173SalkAve Carlsbad, CA 92008 Project Designer: Design Corp 444 South Cedros Ave Studio 175 Solana Beach, CA 92075 (858) 794-3222 Report Prepared By: Tom Hannton HARINTON MECHANICAL DESIGN INC 225 Franklin ST Suite A Grand Haven, Ml 49417 (858) 435-4803 Job Number: Date: 3/17/2009 The EnergyPro computer program has been used to perform the calculations summanzed 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 gnergyPro44 byEnergySoft Job Number User Number 4945 o S§8§2 OM > ^"D Zl U1io2 MI enCOCOmr~ p"3> 113^TB n O &)3 -•I § <V5 2 Z s? n> D o D * en --C ?i; n O^ >•o•o Z%a O 05-29-2009 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR09061 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # PC# Project Title Applicant CHRIS SASS 619-456-4500 2173SALKAVCBADSt 175 PCR 2120210200 Lot# $0 00 Construction Type CB090452 0 NEW VENTANA REAL NEW ELECTRICAL CONTRACTOR/ NO CHANGE TO SCOPE OF WORK Status Applied Entered By Plan Approved Issued Inspect Area ISSUED 05/18/2009 JMA 05/29/2009 05/29/2009 Owner RIO SD PLAZA II MASTER LLC C/O NEWPORT NATIONAL CORPORATION 1525 FARADAY AVE #100 CARLSBAD CA 92008 Plan Check Revision Fee Additional Fees $12000 $000 Total Fees $120 00 Total Payments To Date $12000 Balance Due $000 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with 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 Ca r Bulldln Sfe. ITS' Plan Check Revision Project Address ZH6 &%* Original Plan Check IMW /Tl£>,Q L.Q /We. , &fcls»kre(a- <?20Cft Date 5|l6/0? Name of Business at Project Address Contact _ Ph Fax Email Contact Address. General Scope of Work TtnOfti _'J7r\peQi)emflrti' .Gty_.Zip. Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person 1 Elements revised D Plans D Calculations Q Soils Q Energy 2 Describe revisions in detail Chonqe of e\tctexA\ Ctvfoactoe-o i PCR09061 2173 SALKAV 175 VbN 1 ANA KLAL NbW LLbCFKICAL , CONTRACTOR/ NO CHANGE TO SCOPE OF WORK PCR Lot# CHRIS SASS 3 List page(s) where each revision is shown £-1, fclO-^lVjp.^-e-i 4 List revised sheets that replace existing sheets 5 Does this revision, in any way, alter the exterior of the project? Q Yes O Does this revision add ANY new floor area(s)? Q Yes 7 Does this revision affect any fire related issues'? Q Yes 8 Is this a complete set? G Yes ^Signature 1635 Faraday Avenue, Carlsbad, CA 92008 Phone 760-602-2717/2718/2719 Fax 760-602-8558 EsGil Corporation In (partnersfiip wild government for(Ruitding Safety *DATE May 28, 2009 OsSA^py€ANT JURISDICTION Carlsbad O~FLANREVIEWER \ Q FILE PLAN CHECK NO 09-0452 REV (PCR09-6£) SET I PROJECT ADDRESS 2173 Salk Avenue, Suite #175 PROJECT NAME Spec Suite #175 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 The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise'the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Bryan Zuppiger Enclosures Original Approved Plans Esgil Corporation D GA D MB D EJ D PC 05/21/2009 trnsmtl dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 *• (858)560-1468 *• Fax (858) 560-1576 Carlsbad O9-O452 REV (PCR09-62) May 28, 20O9 [DO NOT PAY- THIS IS NOT AN INVOICE] *' VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO O9-O452 REV (PCRO9-62) PREPARED BY Bryan Zuppiger DATE May 28, 2009 BUILDING ADDRESS 2173 Salk Avenue, Suite #175 BUILDING PORTION ti rev Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq Ft ) cb Valuation Multiplier By Ordinance Reg Mod VALUE ($) Plan Check Fee by Ordinance Type of Review L I Repetitive Fee Repeats Complete Review D Other r-, Hourly EsGil Fee $107 50 1 $86 00 Structural Only Hr @* $8600] Based on hourly rate Comments