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Home My WebLink About2173 SALK AVE; 250; CB090453; Permit04-21-2009 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB090453 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title Applicant DESIGNCORP CHIE HONDA 858-794-3222 2173 SALK AV CBAD St 250 Tl Sub Type 2120210200 Lot# $571,270 00 Construction Type Reference # VENTANAREAL 16.322SF SHELL TO OFFICE//SPEC SUITE INDUST 0 5B Status ISSUED Applied 03/19/2009 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'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee Bl D #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee Green Bldg Stands (SB1473) Fee $2,324 41 $000 $1,51087 $000 $000 $11997 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $2000 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 $0 00 $000 $652 8,8 $10,397 1:1 SO 00 $000 $0 C(0 $19,60000 $000 $56 00 $71000 S181 O'O $000 $23,658 22 SO CO $OCO 7? i $59,230 £6 Total Fees $59,230 56 Total Payments To Date $59,230 56 Balance Due $000 NC.BUILDI \S IN STO ATT A 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 muM 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 m 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. Est. Value Plan Ck Deposit lie., ;*, $-7 JOB ADDRESS Cf/FR6JECT'5 DESCRIPTION OF WORK •iSHr~OF UNHS o SUITE#/SPACE#/'UNIT# SUITE. « BATHROOMSo TENANT BUSIMESS NAME ) iM "HXl CONSTR TYPE B Ptic j CONTACT NAME (If Different Font Applicant) '"ADDRESS i PROPERTY OWNER NAME '^1 DDRESS Greg)/. Cj:., j [liec 70315 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 s gned statement that he is licensed pursuant to the provisions of the Contractor s License Law {Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom and the basis for the alleged exemption Any violation of Section 70! 15 by any applicant for a permit subjects the applicant to a civil penalty of not more than live hundred dollars {$500}) : Workers Compensation Declaration / hereby affirm under penalty of perjury one of the following declarations i 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 ! ^f I have and will maintain wocke/slrarndfensatioij ajsreauired by Section 3700 of the Labor Code for the performarice olthe worUor whwh thispeymit isjsetjgd My workers compensation irajrance carrierjnd policy numhorare Insure Co JjWJlM^^ PotoNo//gjfrJ 3fr fl/ffifgS Expiration Da This section need no! bo completed if the permit is for one hundred dollars ($100) or less O Certificate of Exemption I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100.000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code interest and attorney's fees ; J£$ CONTRACTOR SIGNATURE i D a rirm thjt I srn exempt from Contractor s License Lswfor the following reason I as owner of the property or my employees with wages as their so'e compensation will do the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) | 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 I mcnse Law does not anply to an owner of property who builds or improves thereon and confar.ts for such projects with conlraclor(s) l-nensed pursuant to the Contractor s License Law) ; i am exempt under Section _ _ Business and Professions Code for this reason 1 I personally p-'an to provide the major labor and materials for construction of the proposed property improvement Tl Yes D 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 rjrovide 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 nrovdf> sot"1 o' thr< work but I hay contracted (hirpd) thr foilnw'nfi nrr^on^ |f> provid" Ihp work Tdrp.lpd (mriiide name / address / phone / type of work) : ^PROPERTY OWNER SIGNATURE DATE I Is the applicant or future building occupant required to submit a business piar acutely hazardous matena's registration form or risk management and prevention program under Sections 25505 25533 or 25534 of the 1 Presley Tanner Hazardous Substance Account Act7 n Yes w No / ; Is the applicant or future building occupant required to obtain a permit frorrl the air pollution control district or air quality management district9 G Yes pi No , Is Ihr; facility to be constructed wilhm 1 000 fePt of the outer boundary of a school site7 G Yes p No / IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT / I 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 ••*sw- 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 relatm % 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 C JTY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT , OSHA An OSHA permit is required for excavations over 5 0 deep and demolition or construction of structures over 3 stories in height 180 days from the date of such permit or if the building oc-work authonzejlby sy/fi permit is suspended or abandoned at any time after the work is commenced for a penod of 180 days (Section 10644 Uniform Building Code) J&£APPLICANT S SIGNATURE DATE City of Carlsbad Final Building Inspection Dept Building Engineering Planning CMWD Plan Check # Permit # Project Name Address Contact Person Sewer Dist Inspected By &AJ Inspected By Inspected By CB090453 VENTANAREAL 16.322SF SHELL TO OFFICE//SPEC SUITE 2173SALKAV #250 TOM Phone 8588648412 CA Water Dist CA .-- Date / , 75^ / Inspected (O\tO\C 0 Date Inspected Date Inspected St Lite lyre Date 06/04/2009 Permit Type Tl Sub Type INDUST Lot 0 l^\ Approved t/ Disapproved Approved Disapproved Approved Disapproved i Comments ' City of Carlsbad Bldg Inspection Request For 06/04/2009 Permit# CB090453 Title VENTANAREAL 16.322SF SHELL Description TO OFFICE//SPEC SUITE Inspector Assignment RB Type Tl Sub Type INDUST Job Address 2173SALKAV Suite 250 Lot 0 Location APPLICANT DESIGNCORP Owner RIO SD PLAZA II MASTER LLC Remarks Phone 8588648412 Inspector Total Time Requested By TOM Entered By JANEAN CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Comments f; Comments/Notices/Holds Associated PCRs/CVs PCR09060 ISSUED VENTANA REAL NI2 Inspection History Original PC# W ELECTRICAL, CONTRACTOR/ NO CHANGE TO SCOPE OF W( Date Description Act Insp 06/01/2009 89 Final Combo PA RB 05/28/2009 84 Rough Combo AP RB 05/27/2009 34 Rough Electric PA RB 05/27/2009 84 Rough Combo CO RB 05/26/2009 34 Rough Electric NR RB 05/22/2009 34 Rough Electric CO RB 05/18/2009 31 Underground/Conduit-Wiring AP RB 05/08/2009 14 Frame/Steel/Bolting/Welding AP RB 05/08/2009 17 Interior Lath/Drywall AP RB 05/06/2009 14 Frame/Steel/Bolting/Welding PA RB 05/06/2009 34 Rough Electric PA RB 05/04/2009 14 Frame/Steel/Bolting/Weldmg AP RB 05/04/2009 17 Interior Lath/Drywall AP RB Comments SEE NOTICE ATTACHED TBAR SYSTEM FOR METER RELEASE - NEED AS BUILTS APPROVED ON TBAR - SEE NOTICE ON CORRECTIONS SEE NOTICE walls only completed completed PHASE 3 OK ON CORRECTION PHASE 1 PHASE 1 City of Carlsbad Bldg Inspection Request For 06/01/2009 Permit# CB090453 Title VENTANAREAL 16.322SF SHELL Description TO OFFICE//SPEC SUITE Sub Type INDUST Inspector Assignment RB 2173 SALK AV 250 Lot Type Tl Job Address Suite Location APPLICANT DESIGNCORP Owner RIO SD PLAZA II MASTER LLC Remarks Phone 8588648412 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By TOM Entered By BARBARA Act Comment £<__ Com ments/Notices/Holds Associated PCRs/CVs Original PC# PCR09060 ISSUED Vl-NTANA RFAI. NEW IZl.FCTRICAL CONTRACTOR NO CHANGE TO SCOP17 Ol'\V< Inspection History Comments TBAR SYSTEM FOR METER RELEASE - NEED AS BUILTS APPROVED ON TBAR-SEE NOTICE ON CORRECTIONS SEE NOTICE walls only completed completed PHASE 3 OK ON CORRECTION PHASE 1 PHASE 1 Date 05/28/2009 05/27/2009 05/27/2009 05/26/2009 05/22/2009 05/18/2009 05/08/2009 05/08/2009 05/06/2009 05/06/2009 05/04/2009 05/01/2009 05/04/2009 Description 84 Rough Combo 34 Rough Electric 84 Rough Combo 34 Rough Electric 34 Rough Electric 31 Undorground/Conduit-Wirmg 1 4 Frame/Steel/Bolting/Welding 17 Interior Lath/Drywall 14 Frame/Steel/Bolting/Welding 34 Rough Electric 14 Frame/Steel/Bolting/Welding 17 Interior Lath/Drywall 18 Exterior Lath/Drywall Act AP PA CO NR CO AP AP AP PA PA AP AP we lns| RB RB RB RB RB RB RB RB RB RB RB RB RB NOTICECITY OF CARLSBAD (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE >' ' TIME LOCATION 3-/7.3- PERMIT NO yJTT s. ••" • 1 FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? i __ YES FOR FURTHER INFORMATION, CONTACT PHONE CODE ENFORCEMENT OFFICER NOTICECITY OF CARLSBAD (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE ^ ^ '^(-^/ T|ME LOCATION__ PERMIT NO £s-~-T> &** 7 FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? j I YES FOR FURTHER INFORMATION, CONTACT CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request L For 05/22/2009 Permit# CB090453 Title VENT ANA REAL 16.322SF SHELL Description TO OFFICE//SPEC SUITE Inspector Assignment RB Type Tl Sub Type INDUST Job Address 2173SALKAV Suite 250 Lot 0 Location APPLICANT DESIGNCORP Owner RIO SD PLAZA II MASTER LLC Remarks ELECTRIC SWITCH GEAR Phone 8588648412 Inspector Total Time CD Description 34 Rough Electric Act Comments Requested By TOM Entered By CHRISTINE XV» jt ^ /1> H C ^ * Comments/Notices/Holds Associated PCRs/CVs Original PC# PCR09060 PENDING VP.NTANA REAL NEW ELECTRICAL, CONTRACTOR/ NO CHANGP. TO SCOPE OF W( Inspection History Comments walls only completed completed PHASE 3 OK ON CORRECTION PHASE 1 PHASE 1 PHS2 SUB PNL ROUGH IN MISSING WALL BRACING PER PLAN PHASE 1 & 2 PHASE 1 & 2 OK OK TO INSULATE DUCTING @ PHASE 1 ONLY SEE NOTICE Date 05/18/2009 05/08/2009 05/08/2009 05/06/2009 05/06/2009 05/04/2009 05/04/2009 05/04/2009 05/04/2009 05/01/2009 05/01/2009 04/23/2009 04/23/2009 04/23/2009 04/23/2009 04/22/2009 04/22/2009 04/22/2009 Description 31 14 17 14 34 14 17 18 34 17 34 14 24 34 44 14 24 34 Underground/Conduit-Wiring Frame/Steel/Bolting/Weldmg Interior Lath/Drywall Frame/Steel/Bolting/Welding Rough Electric Frame/Steel/Bolting/Welding Interior Lath/Drywall Exterior Lath/Drywall Rough Electric Interior Lath/Drywall Rough Electric Frame/Steel/Bolting/Weldmg Rough/Topout Rough Electric Rough/Ducts/Dampers Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Act AP AP AP PA PA AP AP we we AP AP PA AP PA PA CO CO CO Insp RB RB RB RB RB RB RB RB RB TP TP RB RB RB RB RB RB RB NOTICE CITY OF CARLSBAD (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE -> X^ **- " & 7 TIME. LOCATION ^/~? 3> PERMIT NO FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? L . YES FOR FURTHER INFORMATION, COWTACT PHONE BUILDING INSPECTOR-""7'~ CODE ENFORCEMENT OFFICER EsGil Corporation In (partnership with government for <Bui(d~ing Safety *DATE April 2, 2O09 D APPLICANT JURISDICTION Carlsbad CJ HLAlTREVlEWER Q FILE PLAN CHECK NO O9-453 SET II PROJECT ADDRESS 2173 Salk Avenue, Suite #250 PROJECT NAME Spec Suite #250 XI 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 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 Chie Honda Telephone # 858 794 3222 Date contacted (by ) Fax# 8587943220 Mail Telephone Fax In Person REMARKS By Bryan Zuppiger Enclosures Esgil Corporation D GA D MB D EJ D PC 04/01/2009 trnsmtl dot 9320 Chesapeake Drue, Suite 208 4 San Diego, California 92123 * (858)560-1468 * Fax (S58) 560-1576 EsGil Corporation In Partnersfiip with government for QuiCtting Safety DATE March 25, 2009 q ....APPLICANTrp"'juRjs^. JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 09-453 SET I PROJECT ADDRESS 2173 Salk Avenue, Suite #25O PROJECT NAME Spec Suite #250 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 X] The applicant's copy of the check list has been sent to Chie Honda 444 South Cedros Avenue Solana Beach, CA 92075 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 contactec0/^/0?(by,^45 ) Fax # 8587943220 Mail V Telephone Fax^X In Person REMARKS By Bryan Zuppiger Enclosures Esgi! CorporationD GA n MB n EJ n PC 03/23/2009 trnsmtl dot 9320 Chesapeake Dn\e. Suite 20S * San Diego, California 92123 * (858)560-1468 * l'a\ (S5S) 560-1576 Carlsbad 09-453 March 25, 2009 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO 09-453 OCCUPANCY B TYPE OF CONSTRUCTION HA SPRINKLERS'? yes DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEW COMPLETED March 25, 2009 JURISDICTION Carlsbad USE office ACTUAL AREA 16323 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 clanficatton, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per IBC Section 1054 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 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 Carlsbad O9-453 March 25, 2O09 • 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 Please assign the ceiling details to the reflected ceiling plan 3 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 perimeter supporting 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 4 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 5 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 09-453 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 Carlsbad 09-453 March 25, 20O9 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO 09-453 PREPARED BY Bryan Zuppiger DATE March 25, 2009 BUILDING ADDRESS 2173 Salk Avenue, Suite #250 BUILDING OCCUPANCY B TYPE OF CONSTRUCTION HA BUILDING PORTION tl Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code RIHn Pprmit FPP hu OrHina AREA (Sq Ft) 16323 cb Valuation Multiplier 34 37 By Ordinance nrp V . Reg Mod VALUE ($) 561,022 561,022 $2,116 95| Plan Check Fee by Ordinance "* \ Type of Review [Zl Complete Review [~1 Repetitive Fee ~~i Repeats D Other r-j Hourly EsGil Fee fj Structural Only Hr @ $1,37602] $1,18549] Comments macvalue doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB ^9- 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 DociMisforms/Pianning Engineering Approvals D ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant Calculation based onjatfflding plancheck plan submittal Bldg Permit No Prepared by ^)/2(/ /O^ Date// ^*-' / EDU CALCULATIONS^List typfes Types of Use QJ^f Types of Use / APT CALCULATIONS, List types Types of Use fiJf*^r Types of Use FEES REQUIRED ^^ Checked by Date and square footages for all uses ^ ' ^^* Sq Ft /Units /£, 3^2 2- EDU's £>.0J Sq Ft /Units EDU's and square footages for all uses .* Sq Ft /Units / 6? .^2^" ADT's "2-T •* / Sq Ft /Units ADT's ** WITHIN CFD D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO D 1 PARK-IN-LIEU FEE FEE/UNIT PARK AREA & # X NO UNITS = $ D 2 TRAFFIC IMPACT FEE ADT's/UNITS D 3 BRIDGE AND THOROl ADT's/UNITS D 4 FACILITIES MANAGE UNIT/SO FT D 5 SEWER FEE EDU's •2-4*X FEE/ADT JGHFARE FEE (DIST X yiENT FEE ZONE X #1 DIST #2 FEE/ADT FEE/SO FT /UNIT 1 f DIST #3 ) = $ ^^-^ -*^- BENEFIT AREA EDU's D 6 SEWER LATERAL ($2,500) D 7 DRAINAGE FEES PLDA_ ACRES FEE/EDU X FEE/EDU HIGH /Q96 = S /LOW FEE/AC = $ D 8 POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION Word\Docs\Misforms\Fee Calculation Worksheet Iof2 Rev 7/14/00 X '' / c) IS o o o c c c CL CL CL D D D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB09-0453 Address 2173SalkAve Planner Chris Sexton Phone (760) 602- 4624 APN 212-021-02 Type of Project & Use JJ Net Project Density DU/AC Zoning P-M General Plan PJ 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 Legend Item Complete 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 APPROVAL/PESO NO DATE PROJECT NO OTHER RELATED CASES YES D NO D TYPE. 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 D 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 D NO D (Effective date of Inclusionary Housing Ordinance - May 21, 1993 ) Data Entry Completed? YES D 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 Plan1^ n n 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 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 D 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 D D 3 Lot Coverage Required Shown D D 4 Height Required Shown D Spaces Required Shown5 Parking (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO °j H \ADMIN\Template\Building Plancheck Review Checklist doc Rev 4/08 Carlsbad Fire Department Plan Review Requirements Category TI , TNDUST Date of Report 04-20-2009 Name Address DESIGNCORP CHIE HONDA Reviewed by .j».Permit # CB090453 Job Name VENTANA REAL 16,322SF SHELL Job Address 2 1 73 SALK AV CBAD St 250 INCOMPLETE The item you have submittedJoMai^^e^^mcomplete At this time, this office cannot adegB9t5tyTBB3uct a review to deterrrjjjae»egmpiiaric?vli[li Lnfl cl|JUliL'ttbte^«dasLaQd/or standards Please review carefully all comments attgcjjs^'lfease resubmit the necessary plans and/or specification^, il'llll iJtttu&es "clouded", to this office for J^diUUand approval Conditions: Cond CON0003390 [NOT MET] 1 Sheet E3 0/E3 1 - Review EM lighting The means of egress, including the exit discharge, shall be illuminated at all times the space served by the means of egress is occupied The means of egress illumination level shall not be less than 1-foot candle at the walking surface CFC 1006 2 Sheet TI-1 Indicate Fire Extinguisher locations Fire Extinguishers shall be located in conspicuous locations, readily accessible, and along normal paths of travel CFC 906 and 906 5 3 Specify all door hardware in M O E , not just as "E" Entry 04/08/2009 By cwong Action CO Cond CON0003407 [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 ***Shp Sheet E3 0, E3 1, TI-1 and TI-1 1 PRIOR to pulling permit **** Entry 04/20/2009 By cwong Action AP Carlsbad Fire Department Plan Review Requirements Category Tl, INDUS! Date of Report 04-08-2009 Reviewed by Name DESIGNCORP Address CHIE HONDA BLDG.DEPTCOPY Permit # CB090453 Job Name VENTANA REAL 16,322SF SHELL Job Address 2173 SALK AV CBAD St 250 INCOMPLETE The item you have submitted for review is incomplete At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards Please review carefully all comments attached Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval Conditions. Cond CON0003390 [NOT MET] 1 Sheet E3 0/E3 1 - Review EM lighting The means of egress, including the exit discharge, shall be illuminated at all times the space served by the means of egress is occupied The means of egress illumination level shall not be less than 1-foot candle at the walking surface CFC 1006 2 Sheet TI-1 Indicate Fire Extinguisher locations Fire Extinguishers shall be located in conspicuous locations, readily accessible, and along normal paths of travel CFC 906 and 906 5 3 Specify all door hardware in M O E , not just as "E" Entry 04/08/2009 By cwong Action CO CONSULTING STRUCTURAL ENGINEERS 3430 Irvine Avenue D Newport Beach, California 92660 (949) 263-1308 FAX (949) 263-1310 STRUCTURAL CALCULATIONS MECHANICAL UNIT SUPPORTS PACIFIC BUSINESS CTR VENT ANA REAL LOT2 2173SALKAVE. CARLSBAD, CA ALL SHEETS March 31, 2009 KLT # 09019 CO N S I! LT I N (j >> T R I' C 1 U R A I. I: N G I N I': I'- R STRUCTURAL CALCULATIONS MECHANICAL UNIT SUPPORTS PACIFIC BUSINESS CTR VENTANA REAL LOT2 2173SALKAVE. CARLSBAD, CA ALL SHEETS March 31, 2009 KLT#09019 KLT CONSULTING STRUCTURAL ENGINEERS 3430 hvbM Awwue, Newport Beach, CA 92660 Tel: (949) 263-1308 Fax- (949) 263-1310 PROJECT SUBJECT \/£H7AHA 107 Z ///> // . DATE 3-Zj~ 0? SHEET CALC BY J7C JOB OF LL - Il k K): y.MJ -V- - - •--- \ ! V/ 1 i /"tf < g ' -*/, »• V 77 KLT CONSULTING STRUCTURAL ENGINEERS 3430 IRVINE AVE hlEWPORT'BEACH CA 92660 TEL (949)263-1308 ..FAX £949)263-1310 Composite Steel Beam Design Uc.«:KW4f004033 Description CHECK (E)FLOOR BEAM W16x26 FOR (N) MECH UNIT WT=441« Material Properties Title VENTANA LOT 2 T Dsgnr Project Desc Project Notes Job « , ?/<• 2 File L WENTANAWentana ec6 » ENERCALC INC 1983 SOc Ver SC^1 HM,^ \ Calculations per IBC 2006 CEIC 2007 13th AISC 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 6 50 in Effective Width 40ft Metal Deck Ribs Perpendicular Concrete f c Concrete Density Rib Height Rib Spacing 40 ksi 1450pcf 30 in 120 in Beam is UNSHORED for Concrete Placement Stud Diameter 3/4" in Qn Stud Capacity Top Width Btm Width 11 Ok 60m 5 50 m W16X26 370ft Applied Loads Load for Span Number 1 Uniform Load D = 0 9060, L = 0 640 k/fl, Tributary Width = 1 0 ft, Applied after curing Point Load D = 0 4410 k (5) 18 50 ft, Applied after cunnq DESIGN SUMMARY Maximum Bending Stress Ratio = 0 978 1 Section used for this span W16X26 Percent Composite Action 100 % Construction After Cunng Mu Applied 00 366 125 k-ft Mn*Phi Allowable 165750 374 458 k-ft Service loads entered Load Factors will be applied for calculations Load Combination After Curing +1 20D+0 50Lr+1 60L+1 60H Location of maximum on span 18 6242ft Span # where maximum occurs Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection 0 972 m Max Upward L+Lr+S Deflection 0 000 m Live Load Deflection Ratio 456 Max Downward Total Deflection 0 972 in Max Upward Total Deflection 0 000 m Total Deflection Ratio 456 .Shear Stud Requirements . From Support 1 (5) to 18 62 ft use 35 studs From 18 62 ft to support 2 use 35 studs ; & Stresses for Load Combinations-..._ _Load Comb & Design Length Span* 1 4 Di. on StIBm Before Curing Span L = 37 It 1 1 4 DL on StIBm After Cunng Span L = 37 ft " 1 After Curing '1 400 Span L- 37 ft 1 After Curing -'1 200+0 SCtr- l 60L- SpanL = 37ft 1 After Curn« -I .'OC.'-1 ?OU>v r'h Max Stress Ratios M" V Ma Const 0976 0,.V? 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 MnStl' Phi Ma NonConst MnTr' Phi 165 75 22272 37446 15575 36613 374^6 Desidn OK 0223 W16X26 393218 176625 span 1 00 ft Span # 1 Shear Summary Va Vn' Phi KLT CONSULTING STRUCTURAL ENGINEERS 3430 IRVINE AVE NEWPORT BEACH CA 92660 TEL (949)263-1308 FAX (949)263 1310 Composite Steel Beam Design Title VENTANA LOT 2 T I Dsgnr Project Desc Project Notes Job3 i'/t •, / File L \VENTANA\ventan8 ec6 | Description CHEOK (E)FLOOR BEAM wi6x26 FOR (N) MECH UNIT wi=44is Load Comb & Design Length Span* "SparTL" = 37 ft " """ "1 After Curing +1 20D-K) 50L+1 60S Span L = 37 ft 1 Max Stress Ratios M 0656 0656 V 0149 0149 Ma Const Bending Summary MnStl'Phi T6575 16575 Ma-NonConst " 245 66 24566 MnTr ' Phi 374 46 37446 Maximum Deflections for Load Combinations • Unfactored Loads Load Combination DL on Steel Alone BEFORE Curing DL on Steel Alone BEFORE Cunng DL on Steel Alone AFTER Curing DL on Steel Alone AFTER Curing After Cunng D after + LH.+S After Curing D after + Lr+L+S After Cunng D after + D + Lr + L After Cunng D after + D + Lr + L After Cunng D after + D+L+S After Cunng D after + D +L +S After Cunng D after + D+L+W After Curing Dafter + D + L + W After Cunng D after + D + L + S After Cunng D after +D + L + S After Cunng D after + D + L + S After Curing Dafter + D + L + S Maximum Vertical Reactions Load Combination Overall MAXimum DL Applied Before Curing Lr+L+S (Dbc-Dac) + Lr + L (Dbc-Dac) + L + S (Dbc-Dac)*L+W+S/2 (Dbc-Dac)+L+S+W/2 (Dbc-Dac) + L + S + E/1 4 Steel Section Properties Depth Web Thick Flange Width Flange Thick Area - Upward Downward Upward Downward Upward Downward Upward Downward Upward Downward Upward Downward Upward Downward Upward Downward • Unfactored Span 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Location in Span 370~00 37000 37000 37000 18624 0000 18624 0000 18624 0000 18624 0000 18624 0000 18624 0000 Dead Load Defl Before Cunng 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 Dead Load Dell After Curing 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 Support noia'ion ?A< efl is S1 Support 1 Support 2 11840 11840 11840 11840 11840 11840 11840 W16X26 15700 in 0250 in 5500 in 0345 in 7680 in'2 11840 11840 11840 11840 11840 11840 11840 Ixx Sxx Rxx Zx = = = = 30100 3840 6260 44200 m*4 mA3 in m*3 lyy Syy Ryy Zy J Weight = 26 143 plf 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 Flange PNA in Flange PNA in Flange PNA in Flange PNA in Web PNA in Web PNA ^ Web PNA in Wet PNA in Wet) 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 Qn from Bottom Shear (k). 15700 15665 15630 15595 15560 15525 15491 15456 15421 15386 15265 14497 13729 12961 12193 11425 384 000 364 800 345 600 326 400 307 200 288 000 268 800 249 600 230 400 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 Mn Capac k-ft 41606 40942 40253 39541 38805 38045 37261 36454 35623 34769 34322 33538 32619 31558 30349 28984 Ucvnto Shear Summary Va Vn' Phi 2630 17663 Non Dead Load Defl 0000 0000 0000 0000 0972 0000 0972 0000 0972 0000 0972 0000 0972 0000 0972 0000 2630 Total Deflection 0000 0000 0000 0000 0972 0000 0972 0000 0972 0000 0972 0000 0972 0000 0972 0000 17663 Ixx Used 30100 30100 301 00 301 00 96740 96740 96740 96740 96740 96740 96740 96740 96740 96740 96740 96740 9 590 m»4 3490 in*3 1 120 in 5480 m*3 0262 m"4 Moment o( Inertia I Sleel I Trans l-Lwr Bound 9674 9561 9437 9299 9147 8980 8796 8594 8371 8127 7858 7563 7237 687 £ 6482 604 :.' 3010 3010 3010 3010 3010 3010 3010 3010 3010 3010 3010 3010 3010 3010 3010 301 0 12166 1216t 12166 12166 1,2166 12166 1,2166 12166 12166 12166 12166 12166 1 2166 12166 1 2166 1 2166 KLT CONSULTING STRUCTURAL ENGINEERS 3430 IRVINE AVE N'EWPORT'BEACH CA 92660 TEL (949)263-1308 FA_X (949)263-1310 Composite Steel Beam Design Lie. *: KW-OIOM033Description CHECK (E)FLOOR BEAM wi4x22 FOR (N) MECH UNIT WT=44i# 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 SOOksi E Modulus 29,000 Oksi Title VENT ANA LOT 2 T Dsgnr Project Desc Job# Project Notes File L \VENTANA\ventana ec6 ENERCALC INC 1983 2008 IB L \vtro i AiNAwemana eco m 32008 Ver 6021 H»S- J HKTJT fiJTif Iffrft M Calculations per IBC 2006 CBC 2007 13th AISC Composite Beam Section Data Total Slab Thickness 6 50 in Effective Width 4 Oft Metal Deck Ribs Perpendicular Concrete f c Concrete Density Rib Height Rib Spacing 40ksi 1450pd 30 in 120 m J_ Beam is UNSHORED for Concrete Placement Stud Diameter 3/4" in On Stud Capacity 110k Top Width 60 in Btm Width 5 50 in 0(0.441) 0(0 902 L(0 64) W16X26 240ft Applied Loads Load for Span Number 1 Uniform Load D = 0 9020, L = 0 640 k/fl, Tributary Width = 1 0 ft, Applied after curing Point Load D = 0 4410 k (S> 12 0 ft, Applied after cunnq DESIGN SUMMARY Maximum Bending Stress Ratio = 04131 Section used for this span W16X26 Percent Composite Action 100% Constructor) After Curing Mu Applied 00 154808k-tt Mn'Phi Allowable 165750 374 458 k-ft Service loads entered Load Factors will be applied for calculations Load Combination After Curing +1 20D-K) 50LM 60L+1 60H Location of maximum on span 11 9195ft Span # where maximum occurs 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 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 Load Comb & Design Length Max Stress Ratios Span # M V Ma Const 1 4 DL on StIBm 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 Curing +1 20D-K) 50LM 60!.- SpanL = 24ft 1 0413 After runriQ •>! ,'<'O^ fi0lr<0rfl' 145 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 MnStl' Phi Ma NonConst MnTr' Phi 165"!) 9160 3/446 16575 15461 37446 Design OK 0145 W16X26 25 5414 176625 span 1 00 ft Span # 1 Shear Summary Va Vn' Phi 2554 17663 KLT CONSULTING STRUCTURAL ENGINEERS 3430 IRVINE AVE 'NEWPORT BEACH CA 92660 TEL (949)263-1308 ...EAX_(949)263-.1310 Composite Steel Beam Design Title VENTANA LOT 2 T I Dsgnr Project Desc Project Notes Job* File L \VENTANAWenta.na ec6 EHERCALC INC 1983 200E Vcr SO?1 ''r°' ' \*[SK HIVi'f '* 'i!i?'>VLHIfiffiffis^i^§K^BR^^^ffi^^^^ Description (.-HECK (EjFiOuR BEAM Vv MA,.V FOR iN) Load Comb & Design Length Max Stress Ratios SpanS M V "SpanT="24ft ' 1 " "0 278 ' 0097 After Cunng +1 20D+0 50L+1 60S Span L = 24 ft 1 0278 0097 awjtjWiaewsys HttZc&MMK53SaGME&i MECri UM1 Wl'-441? Bending Summary Ma Const MnStl * Phi 16575 16575 Ma NonConst 104 12 10412 MnTr * Phi 37446 37446 SalraSEBSiSalias » r?"*|T if'? iii .*•$.<* Shear Summary Va 170E 17 OS Vn ' Phi 17663 17663 .. Maximum Deflections for Load Combinations • Unfactored Loads Load Combination Span DL on'Steel Alone BEFORE Cunng Upward 1 DL on Steel Alone BEFORE Cunng Downward 1 DL on Steel Alone AFTER Curing Upward 1 DL on Steel Alone AFTER Curing Downward 1 After Cunng D after + Lr+L+S Upward 1 After Curing D after + Lr+L+S Downward 1 After Curing D after + D -•• Lr + L Upward 1 After Curing D after + D + Lr + L Downward 1 After Curing D after + D + L + S Upward 1 After Cunng D after + D + L + S Downward 1 After Curing Dafter + D + L+W Upward 1 After Curing D after + D + L + W Downward 1 After Cunng D after + D + L + S Upward 1 After Curing D after + D + L + S Downward 1 After Cunng Dafter + D + L + S Upward 1 After Curing D after + D + L + S Downward 1 Maximum Vertical Reactions • Unfactored Load Combination Support 1 Support 2 OveralfMAXimum 7680 7680" DL Applied Before Cunng Lr+L+S 7 680 7 680 (Dbc-Dac) + Lr + L 7 680 7 680 (Dbc-Dac) +L + S 7680 7680 (Dbc-Dac) + L + W + S/2 7 680 7 680 (DbcDac) + L+S+W/2 7680 7680 (Dbc-Dac) + L + S + E/1 4 7 680 7 680 , Steel Section Properties W16X26 Depth = 15700 in Ixx Web Thick = 0250 m Sxx Flange Width = 5500 in Rxx Flange Thick = 0345 in Zx Area = 7680 m'2 Weight = 26143 plf Composite Section Properties Span Number Analysis % Shear Plastic N A Location Type Connection Span 1 PNA in Flange 100 0 PNA in Flange 95 0 PNA in Flange 90 0 PNA in Flange 85 0 PNA in Flange 80 0 PNA in Flange 75 0 PNA in Flange 70 0 PNA in Flange 65 0 PNA in Flange 60 0 PNA in Flange 55 0 PNA in Web 50 0 PNA in Web 45 0 PNA in Web 40 0 PNA in Web 35 0 PNA in Web 30 0 PNA m Web 25 0 Location in Span 24000" 24000 24000 24000 12081 0000 12081 0000 12081 0000 12081 0000 12081 0000 12081 0000 Dead Load Defl Before Cunng " OOOOO OOOOO OOOOO OOOOO OOOOO OOOOO OOOOO OOOOO OOOOO OOOOO OOOOO OOOOO OOOOO OOOOO OOOOO OOOOO Dead Load Defl After Cunng 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 Const Loads Net Defl "6" 000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 Non-Dead Total Load Defl Deflection 0 666 0 000 0 000 0 000 0 000 o 000 0 000 0 000 0172 0172 0 000 0 000 0172 0172 0 000 0 000 0172 0172 0 000 0 000 0172 0172 0 000 0 000 0172 0172 0 000 0 000 0172 0172 0 000 0 000 Ixx Used 301 00 30100 30100 30100 96740 96740 96740 96740 96740 96740 96740 96740 96740 96740 96740 96740 Support nolaiion Far ieft is s1 = = = = Plastic N A 301 00 3840 6260 44200 SumQn from Bottom Shear (k) 15700 15665 15630 15595 15560 15525 15491 15456 15421 15386 15265 14497 13729 12961 12193 11425 384 000 364 800 345 600 326 400 307 200 288 000 268 800 249 600 230 400 211200 192 000 172800 153600 134 400 115200 96000 in*4 in*3 in in"3 # Studs per 1/2 Span 35 34 32 30 28 27 25 23 21 20 18 16 14 13 11 9 lyy Syy Ryy Zy J Mn Capacity kft 41606 40942 40253 39541 38805 38045 37261 36454 35623 34769 34322 33538 32619 31558 30349 28984 9590 inA4 3490 inA3 1 120 in 5480 mA3 0262 mM Moment of Inertia I Steel I Trans 3010 1,2165 3010 1216 o 3010 12166 301 0 1 216 b 3010 1,216 () 3010 12166 3010 1,2166 3010 12166 3010 12166 3010 12166 3010 12166 3010 12166 3010 12166 3010 12166 3010 12166 3010 1,2166 I Lwr Bound 9674 9561 9437 9299 9147 8980 8796 8594 8371 8127 785 & 7563 723 7 6878 648 ? 604 5 KLT CONSULTING STRUCTURAL ENGINEERS 3430 Irvine Avenue, Newport Beach, CA 92660 Tel (949)263-1308 Fax. (949) 263-1310 PROJECT \/eMTAHA SUBJECT DATE CALC BY SHEET JOB OF ).'i > =Js > 7 - ,v-j- ? p >z i* L- 2.~7/ // .v 3 ' (t) KLT CONSULTING STRUCTURAL ENGINEERS 3430 IRVINE AVE "NEWPORY BEACH CA 92660 TEL (949)263-1308 FAX (949)263-1310 Composite Steel Beam Design Lie. #' KW-06004033 Description CHECK (E)FLOOR BEAM W27x84 FOR (N) MECH UNIT LOADS Material Properties _ Title VENTANA LOT 2 T I Dsgnr Project Desc Project Notes Job* File I \VENTANA\ventanaec6 ENERCALC.INC 1963-2008 Vet 6021 NM^. L'OLfctnt* Owner: Calculations per IBC 2006 CBC 2007 13th AISC 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 500ksi E Modulus 29,0000ksi Composite Beam Section Data Beam is UNSHORED for Concrete Placement ital Slab fecbveV etalDec bs T,.. .,-,,. Thickness 6 50 in Vidth 40ft k Parallel „, „,„., ,- T Concrete f c 4 0 ksi Concrete Density 1 45 0 pel Rib Height 30 in Rib Spacing 120 in D(0 DO 714 1 882) L(264) Stud Diameter Qn Stud Capacity Top Width Btm Width •was? -•"- eetx-.~~*y-~T*'-» JM.U "P!U.'l'li'&:V»*i^J!T>3»lF'!iffe*r^i»wt 3/4" m 11 Ok 60m 5 50 in n."»(tnr7V -™J W27X84 320ft 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 = 10 ft, Applied after cunnq Point Load D = 0 8820 k & 16 0 ft, Applied after cunnq Maximum Bending Stress Ratio = Section used for this span Percent Composite Action Construction Mu Applied 00 Mn'Phi Allowable 9150 0771 1 W27X84 100 % After Curing 1,119 50 k-ft 1,452 87 k-ft Load Combination After Curing +1 200*0 50LM 60L+1 60H Location of maximum on span 15 8926ft Span # where maximum occurs 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 Load Combinations Load Comb & Design length Max Stress Ratios Span* M V Ma-Const 1 4 DL on StIBm Before Curing 1 4 DL on StIBm After Curing Span L = 32 ft 1 After Curing +1 400 Span L = 32 ft 1 After Curing *1 20D*0 50LM 60L" 0465 0771 0152 0252 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 MnStl * Phi Ma NonConst MnTr • Phi 91500 67533 145287 91500 111950 145287 Design OK 0252 1 W27X84 139422 k 552690 k span 1 00 ft Span # 1 Shear Summary Va Vn' Phi 83 61 552 69 13942 55269 After Curing *1 ?OD*1 GOLr-K) SOL KLT CONSULTING STRUCTURAL ENGINEERS 3430 IRVINE AVE NEWPORT BEACH CA 92660 TEL (949)263-1308 FAX. (949)263-1310 Composite Steel Beam Design Title VENTANA LOT 2 T Dsgnr Project Desc Project Notes File L WENTANAWentana ec6 • ENERCALC INC 19832008 V<r 0021 t-!!JW f Description CHECK (EjFlOOR BEAM W27xB4 FOR (N) MECH UNIT LOADS Load Comb & Design Length Span* "Span 1 = 32 ft " " 1 " After Curing +1 20D+0 50L+1 60S Span L = 32 ft 1 Max Stress Ratios M V 0515 0168 Ma Const Bending Summary MnSti * Phi Ma-NonConst "9i5"b"0" "74781 0515 0168 91500 74781 MnTr * Phi 145287 " 145287 Shear Summary Va Vn' Phi 92 96 552 69 9296 55269 Maximum Deflections for Load Combinations • Unfactpred Loads Location Dead Load Defl Dead Load Defl Load Combination DL on Steel Alone BEFORE Curing DL on Steel Algne BEFORE Cunng DL on Steel Alone AFTER Curing DL on Steel Alone AFTER Curing After Curing D after + Lr+L+S After Cunng D after + Lr+l+S After Cunng D after + D + U + L After Curing D after * D + Lr + L After Cunng Dafter + D + L + S After Cunng D after + D + L + S After Curing D after + D + L+W After Cunng D after + D + L + W After Cunng D after + D + L + S After Curing D after + D + L + S After Cunng D after + D + L + S After Curing D after + 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 in Span Before Cunng " 32000 32000 32000 32000 16107 0000 16107 0000 16107 0000 16107 0000 16107 0000 16107 0000 Maximum Vertical Reactions • Unfactored Load Combination OveralfMAXimum DL Applied Before Cunng Lr+L+S (Dbc-Dac)+Lr + L (Dbc-Dac) + L + S (Dbc-Dac) +L+W + S/2 (Dbc-Dac) + L + S + W/2 (Dbc-Dac) + L + S + E/1 4 Steel Section Properties Depth = Web Thick Flange Width Flange Thick = Area = Weight 0 0000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 ciipjiort notation After Cunng "0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 fvr eit si Const Loads Non-Dead Total Net Defl Load Defl Deflection o'ooo 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0374 0000 0374 0000 0374 0000 0374 0000 0374 0000 0374 0000 0000 0000 0000 0000 0374 0000 0374 0000 0374 0000 0 374 0000 0374 0000 0374 0000 Ixx Used 2 850 00 2 850 00 2 850 00 2 850 00 580106 5 801 06 580106 5 801 06 5 801 06 5,801 06 5 801 06 5801 06 580106 580106 5 801 06 5,801 06 Support 1 Support 2 42 240 42240 42240 42240 42240 42240 42240 W27X84 26700 in 0460 in 10000 in 0640 in 24800 mA2 84419 plf 42240 42240 42240 42240 42240 42240 42240 I XX Sxx Rxx Zx - = = = 2 850 00 in 21300 in 10700 in 244 000 in M A3 A3 lyy Syy Ryy Zy J 106000 21200 2070 33200 2810 m*4 in"3 in m"3 inM 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 in Web PNA in Web PNA in Web PNA in Web PNA in Web PNA in Web PNA m Web PNA in Web Analysis % Shear Type Connection' 1000 950 900 850 800 750 700 650 600 550 500 450 400 350 300 250 Plasbc N A from Bottom 26266 26226 26185 26145 26105 26064 25279 24403 23527 22651 21775 20899 20023 19148 18272 17396 Sum On Shear (k) . 805 800 765 510 725 220 684 930 644 640 604 350 564 060 523 770 483 480 443 190 402 900 362610 322 320 282 030 241 740 201 450 # Studs per 1/2 Span " 74 70 66 63 59 55 52 48 44 41 37 33 30 26 22 19 Mn Capacity ktt 1 614 30 1,60752 1,59978 1 591 10 1 581 47 1 570 90 1 590 55 1 581 63 1 569 10 1,55285 1 532 79 1 508 79 148074 1 44849 1 411 89 1 370 77 Moment of inertia l-Steel 28500 28500 28500 2,8500 28500 28500 28500 28500 28500 2,8500 28500 28500 28500 28500 28500 28500 I Trans 69247 69247 69247 69247 69247 69247 69247 69247 6 924 7 69247 69247 69247 69247 69247 69247 6 924 7 l-Lwr Bound 5801 1 5,750 6 56940 56307 55604 5 482 5 53964 53016 51974 50830 4 957 6 48204 46704 4 506 £ 4 327 5 4 13? 1 KLT CONSULTING STRUCTURAL ENGINEERS 3430 IRVINE AVE •NEWPORT BEACH CA 92660 TEL (949)263-1308 --(LAX (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 SOOksi E Modulus 29,000 Oks: Composite Beam Section Data Total Slab Thickness Effective Width Metal Deck Ribs Pi Title VENTANA LOT 2 T I Dsgnr Project Desc job #0/<:•/•/ Project Notes File L \VENTANA\ventanaec6 ENERCALC INC 1983-2008 Ver 6021 K W A UctnM Own*r: KL Calculations per IBC 2006. CBC 2007 13th AISC t j. Beam is UNSHORED for Concrete Placement 6 50 in 40ft •allel t Concrete f c Concrete Density Rib Height Rib Spacing D(271]j 40ksi 1450pcf 30 in 120 in 323) L(1 92)1 Stud Diameter On Stud Capacity Top Width Btm Width 3/4" m 11 Ok 60 in 5 50 in vf«q....«ntM ,,...-»_.•*.«,.. .... -^•- .A.,.»_J.-J.I:I...^-JJT! W27X84 330ft Applied Loads Service loads entered Load Factors will be applied for calculations Load for Span Number 1 Uniform Load D = 2 710, L = 1 920 k/ft, Tnbutary Width = 1 0 ft, Applied after cunnq Point Load D = 1 3230 k & 16 50 ft, Applied after cunnq Maximum Bending Stress Ratio - Section used for this span Percent Composite Action Construction Mu Applied 00 Mn*Phi Allowable 9150 0601 1 W27X84 100% After Curing 873 826 k-ft 1,452 87 k-ft Load Combination After Curing +1 20D-*0 50Lr+1 60Lf1 60H Location of maximum on span Span # where maximum occurs 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 16 3893ft Span # 1 0 308 in 0 000 in 1286 0 308 in 0 000 in 1286 Shear?Stud Requirements 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 StiBm Before Curing Span L = 33 ft 1 1 4 DL on StlBm After Curing Span L = 33 ft 1 Atler Curing +1 40D Span L = 33 ft 1 0366 0115 After Curing »1 20D+0 50Lr-1 60L* Span L = 33 ft 1 0601 0190 After Curing -1 ?OD+1 GOLf^fl 50L 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 MnStl * Phi Ma-NonConst MnTr * Phi 91500 53161 145287 91500 87383 145287 Desiqn OK 0190 1 W27X84 105140 k 552690 k spanl 330 ft Span # 1 Shear Summary Va Vn' Phi 63 53 552 69 10514 55269 KIT CONSULTING STRUCTURAL ENGINEERS 3430 IRVINE AVE 'NEWPORT BEACH CA 92660 TEL (949)263-1308 FAX (949)263-1310 Composite Steel Beam Design Title VENTANA LOT 2 I Dsgnr Project Desc Project Notes Jobfi .,-•'/ : I File L \VEHTANA\ventana ec6 ENERCALC INC 198'< 2006 vet 0021 NcJ?r-.- Description CHECK lEjFLOOR BEAM W24x68 FOR (N) MECH UNiT LOADS Load Comb & Design Length Max Stress Ratios Span# M V Ma Const ~SpanI = 33ft ' 1 0404 0127 After Curing +1 20D-0 50L+1 60S Span L = 33 ft 1 0404 0127 91500 Maximum Deflections for Load Combinations • Unfactored Loads Bending Summary MnStl 'Phi Ma-NonConst "91500 "" 58634 58634 Location Dead Load Defl Dead Load Defl Load Combination DL on Steel Alone BEFORE Curing DL on Steel Alone BEFORE Cunng DL on Steel Alone AFTER Curing DL on Steel Alone AFTER Curing After Curing D after + Lr+L+S After Cunng D after + Lr+L+S After Curing D after + D + Lr + L After Curing D after + D + Lr + L After Curing D after + 0 + L + S After Curing D after + D + L + S After Curing D after +D+L+W After Cunng D after + D + L + W After Cunng D after + D + L + S After Curing D after + D + L + S After Curing D after + D + L + S After Curing D after + 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 Maximum Vertical Reactions • Unfactored Load Combination Overall MAXifnum DL Applied Before Curing Lr+L+S (Dbc Dae) + Lr + L (DbcDacJ + L+S (Dbc-Dac) + L + W+S/2 (Dbc-Dac) + L + S + W/2 (Dbc-Dac) + L+S + E/14 Steel Section Properties Depth Web Thick Flange Width Flange Thick = Area = Weight in Span Before Cunng After Cunng " 33000' 33000 33000 33000 16611 0000 16611 0000 16611 0000 16611 0000 16611 0000 16611 0000 S, "boooo 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 .ipport notation <: booo 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 ctr en s *1 Support 1 Support 2 31680 31680 31680 31680 31680 31680 31680 W27X84 26700 in 0460 in 10000 in 0640 in 24800 m"2 84419 plf 31680 31680 31680 31680 31680 31680 31680 Ixx Sxx Rxx Zx = = = = 2,85000 inA4 21300 m"3 10700 in 244 000 m"3 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 in Web PNA in Web PNA in Web PNA in Web PNA in Web PNA in Web PNA m 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 26266 26226 26185 26145 26105 26064 25279 24403 23527 22651 21775 20899 20023 19148 18272 17396 Sum On Shear (k) 805 800 765510 725 220 684 930 644 640 604 350 564 060 523 770 483 480 443 190 402 900 362610 322 320 282 030 241 740 201 450 # Studs per 1/2 Span 74 70 66 63 59 55 52 48 44 41 37 33 30 26 22 19 MnTr * Phi "1,45287 1 452 87 Const Loads Net Defl 6 bob" 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 Sheai Summary Va Vn' Phi 70 29 552 69 Non-Dead Load Defl 0 000 0000 0000 0000 0308 0000 0308 0000 0308 0000 0308 0000 0308 0000 0308 0000 iyy Syy Ryy Zy J Mn Capacity k-ft 161430 1,60752 1 599 78 1,591 10 1 581 47 1 570 90 1 590 55 1,581 63 1 569 10 1,55285 153279 1 508 79 148074 1448 49 1 411 89 1 370 77 7029 Total Deflection " 0 000 0000 0000 0000 0308 0000 0 308 0000 0308 0000 0308 0000 0308 0000 0308 0000 106000 in*4 21 200 m*3 2070 in 33200 m*3 2810 inM 55269 Ixx Used 2,850 00 2 850 00 2 850 00 2 850 00 580106 5 801 06 580106 5,801 06 5 801 06 5 801 06 5.801 06 5,801 06 5 801 06 580106 5 801 06 5 801 06 I Steel Moment of Inertia I Trans I Lwi Bound 2,8500 28500 28500 28500 28500 2,850 0 28500 28500 2,850 0 28500 2,8500 28500 28500 28500 28500 28500 69247 69247 69247 6924 7 69247 6924 7 6924' 6924 ' 6,924 ,' 6 924 ,' 6 924 ,' 6 924 / 6 924 ,' 6 924 / 6924 , 69247 5801 1 57506 56940 56307 55604 54825 53964 53016 51974 5.083 0 4957s 4820* 4670" 4 506 S 43?7 C> 4 12? 1 KLT CONSULTING STRUCTURAL ENGINEERS 3430 Irvine Avenue, Newport Beach, CA 92660 Tel (949)263-1308 Fax (949)263-1310 PROJECT SUBJECT TX1M/1 71 , ///;/*/?/>/ UHlJ f DATE 3>"g/-.;V SHEET OF CALC BY JC JOB A\- t! Iico o: 1 §i K-s o ,£ CD O I I n O CN £ < i- < UJ> 2 .£ v '° ii UJI eno\ i-o\r~>o CN o uj 2 O LJ ii' Eo Mi"<"^N o ^ II- Z ,=1 -!o S APR-OT-2009 TUE 04:23 PH CITY OF CARSLBAD'IN TI.»«, ,.ivi-n ' frill"."!". FAX NO" 760 .-602 8558 P. 03 '•• -v •• - - rjn; ;CIPJ ":'. - r' NON-RESIDENTIAL CERTIFICATE: NON-RESIDENTIAL LAND OWNER. PLEASE READ THIS OPTION CAREFULLY AND BE SURE YOU THOROUGHLY-UNDERSTAND BEFORE SIGNING THE OPTION YOU CHOSE WILL AFFECrYOUR PAYMENT "OF THE DEVELOPED SPECIAL TAX ASSESSED ON ""YOUR "PROPERTY."'THIS"* OPTION IS AVAILABLE ONLY AT THE TIME OF THE FIRST BUILDING PERMIT ISSUANCE PROPERTY-OWNER SIGNATURE-IS REQUIRED-BEFORE-SIGNING 'YOUR SIGNATURE IS CONFIRMING THE ACCURACY OF ALL INFORMATION SHOWN. "' *" ' VENTANA REAL MASTER LLC NAME OF OWNER 1525 FARADAY AV STTEIOO ADDRESS 760 6O7*S282 CARLSBAD CA 92008 CITY, STATE 212-02!-02>00 ZIP TELEPHONE 21738ALKAV STE25O PROJECT ADDRESS CARLSBAD CA CITY, STATE J «•• . ZIP ASSESSOR PARCEL NUMBER(S) OR APNfe) AND LOT NUMBERS^) IF NOT YET SUBDIVIDED BY COUNTY ASSESSOR CBO90453 ' "• -- '" '" ' .. BUILDING PERMIT NUMBER(S) , .., As CITED BY ORDINANCE No NS-155 AND ADOPTED BY THE CITY" OF "( THE CITY IS AUTHORIZED TO LEVY A SPECIAL" TAX IN COMMUNITY FACILITIES DISTRICT'NO. 1. ALL NON-RESIDENTIAL-PROPERTY, UPON THE ISSUANCE OF A BUILDING;<PERMITi.jSHALU. HAVE THE OPTION TO (1) PAY THE SPECIAL DEVELOPMENT TAX ONE -TIME' ORV^S) "ASSUME THE ANNUAL SPECIAL TAX - DEVELOPED, PROPERTY FOR A PERIOD NOT TO EXCEED (TWENTY- FIVE (25) YEARS. PLEASE INDICATE YOUR CHOICE &Y INITIALIZING THE APPROPRIATE ur^e BELOW. OPTION (1 >. I ELECTTO PAYTHE SPECIALTAX« ONE TIME NOW,'AS A ONE-TIME PAYMENT. AMOUNT OF ONE-7f»fl=; SPECIAL TAX: $ $652.88; OWNER'S INITIALS . OPTION (2) '' ' I ELECT TO PAY THE SPECIAL DEVELOPMENT TAX ANNUALLY FOR A PERIOD NOT TO EXCEED TWENTY-FIVE (25) YEARS „;".,".. -£^1 -^"-^' . ;.---.- - " MAXIMUM ANNUAL SPECIAL TAX: $:~ J" -*-.«=•--"- OWNER'S INITIALS .i •—' ,, V ( ^* »^ ~' *» -i 3^5 i *^* DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT THE UNDERSIGNED IS THE PROPERTY OWNER OF THE SUBJECT'PROPERTY AND THAT I UNDERSTAND ""'" '' -L CC2&HPLY WITH THE PROVISION AS STATED ABOVE - X~i - - . our i - TITLE PRINT NAME DATE'1 THE Crrr OF CARLSBAD HAS NOT INDEPENDENTLY VERIFIED THE INFORMATION SHOWN'ABOVE.-THEREFORE, WE ACCEPT NO RESPONSIBILITY AS TO THE ACCURACY QH'COMPLETENESS qf^THlS INFORMATION.^. Co ' ! ,"' .7 •^'-- • ."T Rl«»"i <f ' ' '- .^ .- . LAND USE INDUST .IMP. AREA 1 _. ;.y = . FY B/7/B'it-! - V1 ' .. * i , ••, .. • j,)' / vVJjSff ix- i-' FACTOR SHELL,=a.8OO7-.7S86a.O4 X SQUARE FT/,1 6,322 -;=/-$ QS2.88. •- APR i2-2006 WED 07:12 All CITY OF CA * ( "onmiumty Faciliti- NON-RESIDENTIAL CERTIFICATE: Non-Residential Land Owner, please read this option carefully and be sure you thoroughly understand the options before signing. The option you chase will affect your payment of the developed Special Tax assessed on your property, this option is available only at the time of the first building permit issuance. Property owner signature is required before & building permit will be issued. Your signature is confirming the accuracy of all information shown. 3T ^irfr Name of Owner Telephone Address CAJ\$\)IS City, State / ! CA W^^V Zip Code 1[i. &LO ' Project Address Carlsbad, California City, State 2^1 00 9200^ Zip Code Assessor's Paree] Number or APN and Lot Number if not yet subdivided by County Attestor. C6 QG • "LH Building Permit Numbers) As cited by Ordinance No NS-155 and adopted by the City of Carlsbad, California, the City a authorized to levy a Special Tax in Community Facilities District No I. All non-residential property, upon die issuance of a building permit, shall nave the option to (1) pay the SPECIAL DEVELOPMENT TAX ONE- TIME or (2) assume the ANNUAL SPECIAL TAX - DEVELOPED PROPERTY for a period not to exceed twenty-five (22) years Please indicate your choice by initialing the appropriate lute below: OPTION (1). OPTION (2) I elect to pay the SPECIAL TAX - ONE-TIME n^w, as a one-tone payment Amount of One-Time Special Tax- S to 2-. O^S> • Owner's Initial* 1 elect to pay the SPECIAL DEVELOPMENT TAX ANNUALLY for a period not to exceed Jjwenty-five, ^ (25) years Maximum Annual /^Special Tax- S M; S6Y. Owner's Initials, /I/fa/. \ DO HEREBY CERTIFY UNDER PENALTY OP PERJURY THAT THE UNDERSIGNED IS THE PBOPCRTV OWNTK HF TTTP flimmnT VnCirmTV AWn THAT I UNDERSTAND AND WTLI. COMPLViVITH THE PROVISIONS AS STATED ABOVE Title DatePrint Name The City of Carlsbad has nut independently verified the information shown above Therefore, we accept no responsibility as to the accuracy or completeness of this information Land Use, FY .Faclor &ug> QrY *]{ /O^fAf, #/Square Ft i(71WN>ros i:'1"* ( *t "f 's:-I-rtv r V ...; -,-a • . ^^\\ ^ u -'~~^ ^ JM no •o ftI•p. 2 Z -C SDo 0 O §> (T) D§ m D Do m i &o n> ?st jijP*Si ? ^ ^§ n>Need?Tl~^n> r4- ^•M OQ 0Jb•*S Engineer!3UD I ***.•V, t PlanningCO 5. ID >4 fc ^Q:&Comme3cr &» D01 f? O01 re io -< 2 -< ,2 Stormwa;n•% •< z V/1 -i •< Z l/in OO c i X 1 •<' Z ' * TJm f?i 2 JL. -v. 51>^ 3i z |T TJTl Tl ^ «! (V"*4J N< z i?^- § ^^ £N-^ z > ^ mai 3 •< z O)N < I fD Si. 5 -< Z Tl O0 •< z Tl 3 ; nTlD JT ^->! iForms/•nf»nM IS!?ZJr* .S5. "i»i -<i -^ O ^ ^ S3 «n a p N*>" h. *| f1 , ^vra S mO) 5 >TJnD 1 HazMatTlo Oi } < Tls *k?y 3tv-A? ^B\x m 10 s2 id ^^-o ^c1)t TJ 0) g IQ Iv\_a; \ F^ CO a 1 ^\xr* ^**%s^ ~0 •^ ^ >tJXI 5< & D.&>*+fO s_?D 5 05-29-2009 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR09060 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # PC# Project Title Applicant CHRIS SASS 619-456-4500 2173 SALK AV CBAD St 250 PCR 2120210200 Lot# $0 00 Construction Type CB090453 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 $12000 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 Plan Check Revision Project Address 2.H6 /WC. Building Original Plan Check .... Date Name of Business at Project Address Contact QV\frs' Sc(££ Ph (flfl ."SOD Email Contact Address General Scope of Work TCn(H\)r '^Tnp.eA.frVngrrt' City Zip Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised Plans D Calculations Q Soils Energy 0 Other 2 Describe revisions in detail fyhonq^. of e\tc^\c^\ (hrfoactoe-o ' ^ PCR09060 2173 SALKAV 250 VENTANA REAL NEW ELECTRICAL ' CONTRACTOR/ NO CHANGE TO SCDPF OF w^PK ! i PCR i Lot# CHRIS SARS i| i I i j --- . .. _ _ _ . .' 3 List page(s) where each revision is shown £-lj &IO-^l^j p.-2.-e-^ 4 List revised sheets that replace existing sheets 5 Does this revision, in any way, alter the exterior of the project? [~] Yes 6 Does this revision add ANY new floor area(s)? D Yes 7 Does this revision affect any f/re related issues? LH Yes 8 Is this a complete set? G Yes ^Signature 1635 Faraday Avenue, Cartsbad, CA 92008 Phone 760-602-2717/2718/2719 Fax 760-602-8558 EsGil Corporation In Partnership with government for (Building Safety DATE May 28, 2009 Q APPLICANT ^T^^>JURISDICTION Carlsbad TTPLAN REVIEWER a FILE PLAN CHECK NO O9-453 REV (PCR09-60) SET I PROJECT ADDRESS 2173 Salk Avenue, Suite #250 PROJECT NAME Spec Suite #250 [XI 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 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 REMARKS By Bryan Zuppiger Enclosures Original Approved Plans Esgil Corporation GA D MB D EJ D PC 05/21/20O9 trnsmtl dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576 Carlsbad O9-453 REV (PCRO9-6O) May'^S, 2OO9 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO O9-453 REV (PCRO9-6O) PREPARED BY Bryan Zuppiger DATE May 28, 2009 BUILDING ADDRESS 2173 Salk Avenue, Suite #250 BUILDING PORTION ti rev Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Rlrln Pprmit FPP bv OrHins AREA (Sq Ft) cb Valuation Multiplier By Ordinance Reg Mod VALUE ($) Plan Check Fee by Ordinance Type of Review Complete Review $107 50 n 11 Repetitive Fee 1 Repeats D Other I— , Hourlv EsGil Fee 1 $8600 G Structural Only Hr $8600| Based on hourly rate Comments -ifO i o! O ±5g35 gg CO UJ <r- > i5 §o z <ip: 0 O oo