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HomeMy WebLinkAbout1960 SILVERLEAF CIR; ; CB080690; Permit07-30-2008 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB080690 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title Applicant DAVE HARBOUR 1940 LEVANTEST CARLSBAD 92009 760 704 6263 1960 SILVERLEAF OR CBAD Tl Sub Type 2550121600 Lot# $65,740 00 Construction Type Reference # LA COSTA GLEN REC BLD-REMODEL 1530 SF & BUILD 1000 SF NEW TRELLIS COMM 0 VN Status ISSUED Applied 04/17/2008 Entered By LSM Plan Approved 05/27/2008 Issued 05/27/2008 Inspect Area PY Plan Check# Owner CONTINUING LIFE COMMUNITIES LLC C/O RICHARD ASCHENBRENNER 800MORNINGSIDEDR FULLERTON CA 92835 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $453 46 Meter Size $0 00 Add'l Reel Water Con Fee $294 75 Meter Fee $10000 SDCWAFee $0 00 CFD Payoff Fee $1381 PFF (3105540) $0 00 PFF (4305540) $0 00 License Tax (3104193) $000 License Tax (4304193) $000 Traffic Impact Fee (3105541) $0 00 Traffic Impact Fee (4305541) $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Master Drainage Fee Sewer Fee $0 00 Redev Parking Fee $0 00 Additional Fees HMP Fee TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $41 00 $6000 $000 $000 $000 $000 $000 9? $963 02 Total Fees $963 02 Total Payments To Date $963 02 Balance Due $000 BUILDING PLANS .IN STORAGE .ATTACHED Inspector FINAL APPROVAL Date Clearance NOTICE Please taKe NOTICE mat approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred lo as fees/exactions ' You have 90 days from the date this permi; 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 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 lees/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 o( 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 Date JOB ADDRESS 1960 Silverleaf Circle Carlsbad CA 92009 CT/PROJECT if CB001467 LOTtf PHASE # VII # OF UNITS Tract 92-08 # BEDROOMS SUITE#/SPACE»/UNIT# Recreation Bldg tf BATHROOMS APN 255 012 16 00 TENANT BUSINESS NAME La Costa Glen TYPE Of CONST OCC GROUP DESCRIPTION OF WORK (Please describe present use and proposed use) Interior and pat/0 0' • 1 ( BUILDING AREA (SF) ADDITION AREA (SF) GARAGE (SF) PATIOS (SF) CONTACT NAME (If Different Fom Applicant) D3V6 HarbOUf ADDRESS 1940 Levante Street CITY Carlsbad STATE CA ZIP 92009 PHONE 760-704-6263 | FAX 760-704-6262 EMAIL harbourd@lacostaglen com OWNER NAME Continuing Life Communities dba La Costa ADDRESS 1940 Levante Street CITY Carlsbad STATE CA ZIP 92009 PHONE 760-704-6300 FAX 760-704-6262ii EMAIL ARCH/DESIGNER NAME & ADDRESS KTGY GrOUp STATE LIC # DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS YES D # NO )( YES D NO^ YES^ N0 D APPLICANT NAME ADDRESS CITY STATE ZIP PHONE 1 FAX EMAIL CONTRACTOR BUS NAME ADDRESS CITY STATE ZIP PHONE FAX EMAIL STATE LIC # CITY BUS LIC # iec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter, improve demolish or repair any structure, prior to its issuance also requires the applicant lor such permit to file a signed statement that he is censed 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 •ction 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}) -•-..= -.,,.... ^--.sri- - = . 1 Workers' Compensation Declaration / hereby affirm under penalty of perjury one of the following declarations n 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 C] I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for which this permit is issued My workers' compensation insurance earner and policy number are InsuranceCo PolicyNo Expiration Date This section need not be completed if the permit is for one hundred dollars (S100) or less D Certificate of Exemption I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to 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 SS CONTRACTOR SIGNATURE DATE / hereby affirm that I am exempt from Contractor s /./cense Law for the following reason d I as owner of the property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is sold within one year of completion, the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) O I as owner of the property am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractors License Law) O I am exempt under Section .. Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement CJ 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) tp/fjfovide tj/e proposgfreoTisTruction (jnclttde name address / phone / contractors' license number) 4 I plan to provide portions of the work 5 I will provide some of the work but .^PROPERTY OWNER SIGNA' vlngiperson to coord/ate supervjse and provide the major work (include name / address / phone / contractors license number) following persons tcSttmvideJfe workjjjiieated (include name / address / phone / type1 of work) DATE V//^ Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration form or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act' d Yes O No Is (fie applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' O Yes D No Is the facility to be constructed within 1 000 feet of the outer boundary of a school site' a Yes a No IF ANY OF THE ANSWERS ARE YES, / EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT - .-i. o;y ••• \,"- '-' '•': »•••:>': ^HSO@ft!£« A(5(ICSS?? 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 excavationspuerSTJj deep anclimolitionc££aastnjEtjon of structures over 3 stories in height EXPIRATION Every permit issued by the Building*OfficiaNmder the^rovijjanS'oTthis CodeshalTfexpire by limitation and become null and void if the building or work authorizedM such permit is not commenced within 180 days from the dale of such permrtQiyWIje'buildingor'work aMTO[izSdby such parmit is suspended or abandoned at any time after the work is commenced for a denod of ml days (Section 106 4 4 Uniform Building Code) ^APPLICANT'S SIGN DATE 0 Inspection List Permit* CB080690 Type Tl Date Inspection Item 09/03/2008 89 Final Combo 09/03/2008 89 08/29/2008 89 08/29/2008 89 08/12/2008 89 07/29/2008 84 07/22/2008 17 07/22/2008 18 07/10/2008 12 COMM Inspector 07/10/2008 31 07/10/2008 66 Final Combo PY Final Combo Final Combo JM Final Combo PY Rough Combo PY Interior Lath/Drywall JM Exterior Lath/Drywall JM Steel/Bond Beam PY Underground/Conduit-Winn PY Grout PY Act Rl AP Rl CA NR AP AP WC AP AP AP LA COSTA GLEN REC BLD-REMODEL 1530 SF & BUILD 1000 SF NEW TRELLIS Comments BUSTER Thursday, September 04, 2008 Page 1 of 1 City of Carlsbad Bldg Inspection Request For 09/03/2008 Permit* CB080690 Title LA COSTA GLEN REC BLD-REMODEL Description 1530 SF & BUILD 1000 SF NEW TRELLIS Inspector Assignment PY Sub Type COMM 1960 SILVERLEAF CR Lot 0 Type Tl Job Address Suite Location OWNER CONTINUING LIFE COMMUNITIES LLC Owner Remarks Phone 76027^1127 v ( Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By BUSTER, WHITE CONSTR Entered By CHRISTINE Act Comments Com ments/Notices/Holds PCR01127 PCR01142 PCR01232 PCR01285 PCR01299 PCR01336 PCR02031 PCR02039 PCR02075 PCR02106 PCR02147 PCR02177 PCR08062 ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED Associated PCRs/CVs Original PC# LA COS IA GLEN-RfC BLDG DhhERRPD ROOf IRUSS SUBMITTAL LA COSTA Gl I.N REC BLDG, SLI IRANSMITTAL 6/21/01 LA COS IA GLEN - RECRCA1 ION BLD ROOF TRUSS REVISIONS LA COS IA GLEN - RCCRKAI ION BLD, ROOP TRUSS SUBMITTAL IACOSTAGLEN-RLCREATIONBLDG I LECIRICAL REVISIONS &. BULLETIN 4-12 LA COSTA GLLN - RECREATION PLUM REVISION &. BUI Lb I IN 4-8 LA COSTA GLLN - RECRFATION BLD, BULLFTIN 4-5 & LLhC I RICAl RFVISIONS I A COSTA GLEN - RfCRPATlON BLD BUI 1 ETIN 4-6 &. hLCCTRICAl CUANGtS LA COSTA GLEN - REC BUIl DING, BULLETIN 4-15 & UIIL11IES 1 A COS 1A GLFN - RCCKEAI ION BI D ELL'C 1RICAL & BULI E1 IN 4-17 LACObTAGLCN -RbCREATION BLDG BULI.fTIN 4-18 &. bLhCTRICAL RLVISION I A COSTA GLhN - REC BUILDING BUI 1 LTIN 4-20 &. Rl-VISION TO CEILING LA COSTA GLhN REC Bl DG -, BULLt TIN #1-CI IANGLD SUSPENDf D CI II ING SPAC City of Carlsbad Final Building Inspection Dept Building Engineering Planning CMWD St Lite Fire^ Plan Check # Permit # Project Name Address Contact Person Sewer Dist Inspected /> Bv L Inspected Bv Inspected Bv CB080690 LA COSTA GLEN REC BLD-REMODEL 1530 SF & BUILD 1000 SF NEW TRELLIS 1960SILVERLEAFCR BUSTER Phone 7602711127 LC Water Dist 0 / Date ) /t(J<&*1 inspected *2 / 1 1 / V / 'Date Inspected Date Inspected Date Permit Type Sub Type Lot 0 & o Approved I/ Approved Approved 08/12/2008 Tl COMM Disapproved Disapproved Disapproved Comments EsGil Corporation In (Partnership with government for (Buibfing Safety DATE May 20, 2008 JURISDICTION Carlsbad PLAN CHECK NO 08-0690 SET III PROJECT ADDRESS 1960 Silverleaf Circle PROJECT NAME La Costa Glen Recreation Building TI a APPJJANT JURIS N~REVIEWER a FILE 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 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 Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Bryan Zuppiger Esgil Corporation n GA D MB n EJ n PC LOG Enclosures trnsmtl dot 9320 Chesapeake Drive, Suite 208 *• San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 EsGil Corporation In Partnership -with government for® uifding Safety DATE May 19, 2OO8 a APPLICANT JURISDICTION Carlsbad trPLANREVIEWER Q FILE PLAN CHECK NO 08-O690 SET II PROJECT ADDRESS 1960 Silverleaf Circle PROJECT NAME La Costa Glen Recreation Building TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck XI The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person XI The applicant's copy of the check list has been sent to Dave Harbour 1940 Levante Street Carlsbad, CA 92009 Esgil Corporation staff did not advise the applicant that the plan check has been completed X Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted/Dave Harbour Telephone # 760 704 6263 Date contactecK//?' (by*^V^2 ) Fax # 760 704 6262 Mail \/ Telephone Fax vr In Person REMARKS By Bryan Zuppiger Enclosures Esgil Corporation D GA D MB D EJ D PC OS/12/2008 trnsmtl dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 +• (858)560-1468 *• Fax (858) 560-1576 Carlsbad 08-0690 May 19, 2008 RECHECK CORRECTION LIST JURISDICTION Carlsbad PROJECT ADDRESS 1960 Silverleaf Circle DATE PLAN RECEIVED BY ESGIL CORPORATION 05/12/2008 REVIEWED BY Bryan Zuppiger PLAN CHECK NO O8-069O SET II DATE RECHECK COMPLETED May 19, 2O08 FOREWORD (PLEASE READ)- This plan review is limited to the technical requirements contained in the Building Code, Plumbing Code, Mechanical Code, Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations The approval of the plans does not permit the violation of any state, county or city law A Please make all corrections on the original tracings and submit new complete sets of prints to ESGIL CORPORATION B To facilitate recheckmg, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans C The following items have not been resolved from the previous plan reviews The original correction number has been given for your reference In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections Please contact me if you have any questions regarding these items D Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located on the plans Have changes been made not resulting from this list? QYes QNo Carlsbad 08-O690 May 19, 2OO8 • PLANS NOTE: The items listed below refer to the item numbers from previous list These remaining items have not been adequately addressed The notes in bold at the end of or contained within each item are to emphasize the remaining problem. 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 7 Please show the horizontal reinforcement spacing on the plans Unable to locate in the masonry column drawings. 14 Show on the site plan the complying disabled accessible path of travel from the disabled accessible parking spaces to the primary entrance of the tenant space Please provide detailed plans of the path of travel, indicate slope and width, any pedestrian ramps, curb ramps, walks, handrails, provide dimensioned parking stall details etc Unable to locate how this was addressed on the plans 15 It is unclear from the plans if the restrooms servicing the tenant improvement are disabled accessible, please provide a dimensioned restroom plans showing the restroom to be accessible compliant Unable to locate how this was addressed on the plans. The person responsible for their preparation must sign all final sheets of plans (California Business and Professions Code) Final structural plans, specifications and calculations must be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation (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 EsGil Corporation * i In (Partnership with government for (BuiGfing Safety DATE -flftgint 2^2008X JURISDICTION Carlsbad PLAN CHECK NO 08-O69O SET I PROJECT ADDRESS 1960 Silverleaf Circle PROJECT NAME La Costa Glen Recreation Building TI JURIS, \N REVIEWER a FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck X) The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person XI The applicant's copy of the check list has been sent to Dave Harbour 1940 Levante Street Carlsbad, CA 92009 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 Daye Harbour Telephone # 760 704 6263 Date contacted^/^/^fby^^ ) Fax# 7607046262 MatJ^/ Telephone ^ax*./ 'n Person REMARKS By Bryan Zuppiger Esgil Corporation D GA D MB D EJ D PC Enclosures 04/21/2008 trnsmtl dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad O8-069O August 25, 2OO8 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO O8-O690 OCCUPANCY B/F1 TYPE OF CONSTRUCTION VN SPRINKLERS'? yes DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEW COMPLETED August 25, 2O08 JURISDICTION Carlsbad USE assembly/office/recreation/trellis ACTUAL AREA 3130 ft2 OCCUPANT LOAD 39 DATE PLANS RECEIVED BY ESGIL CORPORATION 04/21/2008 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. Carlsbad 08-069O August 25, 2008 • 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 Provide a statement on the Title Sheet of the plans, "This project shall comply with the 2007 California Building Code that adopts the 2006 IBC, 2006 UMC, 2006 UPC and 2005 NEC " 3 Please revise the Building Code Data Legend, Section numbers and Notes on the Title Sheet on the plans to match the 2006 IBC, as adopted by the State of California Include the following code information for each building proposed • Type of Construction , new work to comply with VB requirements, • Stories • Height 4 Please restrict or clarify which areas are being improved on the plans Trellis square footage? 5 Please check the detail balloons on Sheets R-1, R-2 & R-5 6 Why are there two #2 details on Sheet R-2? 7 Please show the horizontal reinforcement spacing on the plans 8 Provide structural calculations based on the 2007 CBC for the trellis and canopy Please show compliance with CBC Section 3105 3 9 Note on plan that suspended ceilings shall comply with ASTM C 635 & ASTM C 636 10 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 Carlsbad 08-0690 August 25, 2008 11 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 12 Please complete the lighting controls sheets, Sheet OLTG-1-C, a) Please sign the 1st sheet in both places and check the appropriate boxes on the plans Sheet OLTG-1-C Part 1 of 4 b) Complete the mandatory automatic controls form on the plans Sheet OLTG-1-C Part 2 of 4 c) Complete the certificate of compliance state the equipment to be tested and the persons doing the testing on the plans Sheet OLTG-1 -C Part 4 of 4 13 When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per CBC Section 1134B 2 These requirements apply as follows a) The area of specific alteration, repair or addition must comply as "new" construction b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features 14 Show on the site plan the complying disabled accessible path of travel from the disabled accessible parking spaces to the primary entrance of the tenant space Please provide detailed plans of the path of travel, indicate slope and width, any pedestrian ramps, curb ramps, walks, handrails, provide dimensioned parking stall details etc 15 It is unclear from the plans if the restrooms servicing the tenant improvement are disabled accessible, please provide a dimensioned restroom plans showing the restroom to be accessible compliant The person responsible for their preparation must sign all final sheets of plans (California Business and Professions Code) Final structural plans, specifications and calculations must be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation (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 O8-0690 August .25, 200-8 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PREPARED BY Bryan Zuppiger BUILDING ADDRESS 1960 Silverleaf Circle BUILDING OCCUPANCY B/F1 PLAN CHECK NO O8-069O DATE August 25, 2O08 TYPE OF CONSTRUCTION VN BUILDING PORTION ti trellis Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Rlrln Pprmit FPP hu Orrfin^ AREA (Sq Ft) 1530 1000 cb nrp "W Valuation Multiplier 3437 12 19 By Ordinance Reg Mod VALUE ($) 52,586 12,190 64,776 $449 25 Plan Check Fee by Ordinance Type of Review ] Repetitive Fee Repeats Complete Review D Other ,—I Hourly Structural Only Hour* Esgil Plan Review Fee Comments $292 01 $251 58 macvalue doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER ADDRESS ffifefi ££?<£>•DATE TENANTIMPROVEMRESIDENTIAL RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL (<$10,000.00) CARLSBAD COMPANY STORES POOL / SPA VILLAGE FAIRE RETAINING WALL COMPLETE OFFICE BUILDING OTHER PLANNER ENGINEER DATE ' I DATE Carlsbad Fire Department Plan Review Requirements Category TI, COMM Date of Report 04-28-2008 Reviewed by Name Address DAVE HARBOUR 1940 LEV ANTES! CARLSBAD 92009 Permit # CB080690 Job Name LA COSTA GLEN REC BLD-REMODEL Job Address 1 960 SILVERLEAF CR CB AD 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 CON0002742 THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW Entry 04/28/2008 By GR Action AP 1 I &. *1 1 / \i Jf^ l/j^ M VAN DORPE CHOU ASSOCIATES I I^V^^I 2200 W Orangewood Ave , Suite 150 •^^^H Orange, CA 1 I 1 1 1 1 1 1 1 1 1 I 1 STRUCTURAL CALCULATIONS BUILDING DEPARTMENT RESUBMITTAL Including Response to Plan Check Comments FOR Continuing Life Communities, LLC La Costa Glen Trellis Addition at Catalina Hall 1960SilverleafCir Carlsbad, CA /^^v ifuPHIl U°£\ &£ 12/31/08 )** 1 ^%||lr SUBMITTED TO City of Carlsbad, CA May 3, 2008 Job No - 0901 3 1 r i rQV/^?£> I/C/I VANDORPE CHOU ASSOCIATES CONSULTING ENGINEERS SINCE 1979 CLIENT PROJECT ADDRESS CITY Continuing Life La Costa Glen 1 96O Silverleaf Cir Carlsbad, CA PROJECT NO SHEET g OF ENGR TWA DATE CHK'D TWA DATE S0724B 15 as/oa/os TABLE OF CONTENTS Description Pages Response To Plan Check Comments Design Criteria Framing Pilaster Design Canvas Shade Cover Cable Connection 3 4 6 9 14 I I I I I I I I I I I I I I I I I I I I/O/I VANDORPE CHOU ASSOCIATES CLIENT Continuing Life CONSULTING ENGINEERS PROJECT La Costa Glen ADDRESS 1 96O Silverleaf Or SINCE 1979 CITY Carlsbad, CA PROJECT NO SHEET 3 OF ENGR TWA DATE ' CHK'D TWA DATE 2O72-4B 15 O5/Q3/QB Response to Plan Check Comments Item Response | 7 | See 162 (Foadation Plan) | 8 | See revised design criteria See also wind plift calclations for awning connections PC CXNS 20724BCalculations xls I I I I I I I I I I I I I I I I I I I VGA VANDORPE CHOU ASSOCIATES CONSULTING ENGINEERS SINCE 1979 Design Criteria Seismic Criteria Lat = 33 0757 °N Long = 117 7694 °W Si Ss Site Fa Fv SMS SMI SDS SDI = = Class = = = = = = 0628 1 518 D 1 000 1 500 1 518 0942 1 012 0628 Occ Cat II ls = 1 00 Seismic Design Category Short = D 1 sec = D Max = D CLIENT PROJECT ADDRESS CITY Continuing Life La Costa Glen 1 96Q Silvenleaf Or Carlsbad, CA PROJECT NO SHEET 4 OF ENGR TWA DATE CHK'D TWA DATE 2O724B 15 O5/O3/OB Wind Criteria V = 85 MPH lw = 1 00 Kzt = 1 00 Kd = 0 85 Exp C h = 1500 ft Kh = 0 85 qh =0 00256KhKdV2lw = ( 000256 ) ( = 133 PSF (No topographic effects) (ASCE 7-05 Tbl 6-4) (mean roof height) 085 ) ( 085 ) ( 85 )1 00 ) DesignCriteria 20724BCalculations xls I I I I I I I I I I I I I I I I I I I VANDORPE CHOU ASSOCIATES CLIENT Continuing Life PROJECT NO 2O724B CONSUL TING ENGINEERS PROJECT La Costa Glen SHEET 5 QF 15 ADDRESS 1 96O Silver-leaf Cm ENGR TWA DATE QS/DS/QB SINCE 1979 _ CITY _ Carlsbad. CA _ CHK'D TWA DATE _•~^-^~* ~~ Design Criteria Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33 0757 Longitude = -11 7 7694 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1 0 ,Fv = 1 0 Data are based on a 0 01 deg grid spacing Period Sa (sec) (g) 02 1 518 (Ss, Site Class B) 10 0 628 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.0757 Longitude = -117 7694 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1 0 ,Fv = 1 5 Period Sa (sec) (g) 02 1 518 (SMs, Site Class D) 10 0 942 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.0757 Longitude = -117 7694 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1 0 ,Fv = 1 5 Period Sa (sec) (g) 02 1012 (SDs, Site Class D) 10 0 628 (SD1, Site Class D) DesignCnteria 20724BCalculations xls I I I I I I I I I I I I I I I I I I I I/O/I VANDORPE CHOU ASSOCIATES CONSULTING ENGINEERS SINCE 1979 CLIENT Continuing Life PROJECT La Costa Glen ADDRESS 1 3SO Silverleaf Or CITY Carlsbad CA PROJECT NO SHEET B OF ENGR TWA DATE CHK'D TWA DATE 2O7S4B 15 05/03/OB B-1 Typical Trellis Beams L = 1000 ft Lu = 1 0 00 ft Unbraced Length between supports UNIT LOADS RDL = 0 PSF Roof Dead Load RLL = 10 PSF Roof Live Load FDL = 0 PSF Floor Dead Load FLL = 0 PSF Floor Live Load INTW = 0 PSF Interior Wall EXTW = 0 PSF Exterior Wall Cone Load (PL) Cone Load Tributary Widths ROOF = 200 ft PDL = 0 Ib PDL = FLOOR = 000 ft PFLL = 0 Ib PFLL = INTW = 000 ft PRLL = 0 Ib PRLL = EXTW = 000 ft aL = 2 00 ft aR LU(aL) = 2 00 ft Lu(aR) = Type Sawn b = 3 50 in Fb = Size 4x4 d = 3 50 in Fv = Grade #1DFL-D CV = 1 50 E CR = 1 00 Fcperp = 625 psi Wt W(DL) = 3 PLF /CD= 090 = W(FLL+DL) = 3 PLF /CD= 1 00 = W(RLL+FLL+DL) = 23 PLF /CD= 1 25 = RL(DL) = 19 Ib RR(DL) RL(FLL+DL) = 19 Ib RR(FLL+DL) = RL(RLL+FLL+DL) = 163 Ib RR(RLL+FLL+DL) = Brng Length Left = 0 07 in Right V(DL) = 13 Ib /CD= 090 = V(FLL+DL) = 13 Ib /CD= 1 00 = V(RLL+FLL+DL) = 109 Ib /CD= 1 25 = i i (PR) 0 0 0 200 200 1,000 95 1 7E+06 27 3 3 18 19 19 163 007 15 13 87 L , w il a, iL l_ RL Ib Roof Ib Floor Ib ft ft psi A = 1225 m2 psi S = 7 15 m3 psi I = 125 in" PLF Density = 32 PCF PLF PLF PLF Additional Reaction Info r-R 1 r A oaR RR TA R (ft2) 20 0 % 0 0 % (RLL= 0 PSF) Ib (Unreduced for Tributary Areas) Ib RLFLL = 0 Ib RRFLL = 0 Ib Ib RLRLL = 144 Ib RRRLL = 144 Ib in Shear Stresses Ib VCRIT = 87 Ibs Ib fv = 11 psi < Ib < Shear Fv = 95 psi OK 11% KA (1) = 1 00 (UBC Table 16-E)lfLu/d<7, Le=2 06"Lu, lfLu/d>14 3,Le=1 84*Lu,Otherwise Le=1 63'Lu+3d Deflections 1Loc ADL ATL ALL at Main Span (x is measured from left support) -0023 in @x= 500 ft =L/>1,000 0235 in @x= 500 ft =L/511 0212 in @x= 500 ft =L/567 SE4x4#1DFL-Dat24" |A KA.DL+LL (1) L/637 at Left Cantilever -0014 in =2a/>1000 -0010 in =2a/>1,000 0 003 in = 2a / N/A L /-4672 at Right Cantilever -0014 in =2a/>1,000 -0010 in =2a/>1,000 0003 in =2a/>1,000 L /-4672 DL = 2 7 / 2 00 = 1 4 PSF I I I I I I I I I I I I I I I I I I I I/O/I VANDORPE CHOU ASSOCIATES CONSULTING ENGINEERS SINCE 1979 CLIENT Continuing Life PROJECT La Costa Glen ADDRESS 1 SBC Silverleaf Or CITY Carlsbad, CA PROJECT NO SHEET "7 OF 20724B 15 ENGR TWA DATE O5/O3/QB CHK'D TWA DATE B-2 Longitudinal Beams L = a = 1317 300 ft ft UNIT LOADS RDL RLL FDL FLL INTW EXTW = = = = = = 1 4 10 0 0 0 0 PSF PSF PSF PSF PSF PSF Roof Dead Load Roof Live Load Floor Dead Load Floor Live Load Interior Wall Exterior Wall w R,RR Tributary Widths ROOF = 720 ft FLOOR = 000 ft INTW = 000 ft EXTW = 000 ft Roof Floor TA (ft2) 95 0 R 0 % 0 % Type Size Sawn b = 5 50 in Fb = 6x10 d = 950 in Fv = Grade #1DFL-B CF = 1 00 E = CR = 1 00 w(DL) W(FLL+DL) W(RLL+FLL+DL) RL(Di) RL(FLL+DL) RL(RLL+FLL+DL) Length of Bearing V) V(FLL+DL) V(R|_L+FLL+DL) M+(DL) M+(FLL+DL) M+(RLL+FLL+DL) M-(DL) M-(FLL+DL) M-(RLL+FLL+DL) fb = 229 psi fv = 13 psi Fcperp = 625 psi Wt = Density = 32 PCF 21 PLF /LDF=09 21 PLF /LDF=1 0 93 PLF /LDF=1 25 = 134 Ib RR(DL) 134 Ib RR(FLL+DL) = 608 Ib RR(RLL+FLL+DL) = 018 in 131 Ib /LDF=09 131 Ib /LDF=1 0 548 Ib /LDF=1 25 = 417 ft-lb /LDF=09 417 ft-lb /LDF=1 0 1,976 ft-lb /LDF=1 25 = 96 ft-lb /LDF=09 96 ft -Ib /LDF=1 0 420 ft -Ib /LDF=1 25 < Fb*(CF or CV)*CR <Fv 1,350 psi A = 5225 m 85 psi S = 82 73 m3 1 6E+06 psi I = 392 96 in" 11 61 PLF 24 PLF 21 PLF 75 PLF Additional Reaction Info 213 Ib (Unreduced for Tributary Areas) 213 Ib RLFLL = 0 Ib RRFLL = 0 Ib 927 Ib RLRLL = 474 Ib RRRLL = 715 Ib 027 in 146 Ib 131 Ib 439 Ib 463 ft-lb 417 ft-lb 1,581 ft-lb 107 ft-lb 96 ft-lb 336 ft-lb 1,350 psi OK 17% 85 psi OK 15% Deflections at Back Span (L/2) ADL = 0 020 in ATL = 0 098 in ALL = 0077 in USE6x10#1DFL-B = L/>1,000 = L/>1,000 = L/>1,000 at Cantilever ADL = 0 021 in ATL = 0091 in ALL = 0 070 in = 2a / 3,450 = 2a / 791 = 2a/ 1,026 K4 = 1 00 > AKVDL+LL = L/1,619 (UBC Table 16-E) (B-Beams and Stringers) I I I I I I I I 1 I I I I I I I I I I I/O/I VANDORPE CHOU ASSOCIATES CONSULTING ENGINEERS SINCE 1979 CLItrNT Continuing Life PROJECT La Costa Glen ADDRESS 1 96O Silverleaf Or CITY Carlsbad CA PROJECT NO SHEET 8 OF ENGR TWA DATE CHK'D TWA DATE 20724B 15 05/03/QB B-3 L = 1421 ft Lu = 1421 ft UNIT LOADS RDL RLL FDL FLL INTW = EXTW = w Unbraced Length 1 4 PSF 10 PSF 0 PSF 0 PSF 0 PSF 0 PSF Roof Dead Load Roof Live Load Floor Dead Load Floor Live Load Interior Wall Exterior Wall R Tributary Widths ROOF = 720 ft FLOOR = 000 ft INTW = 000 ft EXTW = 000 ft Roof Floor TA (ft2) 102 0 R 0 % 0 % Type Size Grade CR W, W, W, (DL) (FLL+DL) '(RLL+FLL+DL) R(DL) R(FLL+DL) R(RLL+FLL+DL) Length of Bearing V, V, V, (DL) (FLL+DL) (RLL+FLL+DL) (V/CD)MAX fv Le = 1 84 x Lu Sawn b 6x10 d #1DFL-B CF 1 00 Fcperp Density 21 21 93 = 152 = 152 = 664 019 135 135 590 472 14 2614 993 = 550 in Fb = 950 in Fv = 1 00 E = 625 psi Wt 32 PCF PLF /CD =090 /CD = 1 00 /CD = 1 25 1,350 psi 85 psi 1 6E+06 psi 11 61 PLF A = S = 5225 8273 3930 in PLF PLF Ib Ib Ib in Ib Ib Ib Ib psi < Fv = ft KbE = FbE = 24 21 75 PLF PLF PLF <-GOV Additional Reaction Info (Unreduced for Tributary Areas) /Co /Co /CD RFLL RRLL 090 1 00 1 25 0 512 150 Ib 135 Ib 472 Ib 85 psi OK 16% 0 61 if Lu/d <7,Le = 2 06*Lu, If Lu/d > 14 3,Le = 1 84'Lu, 9,906 psi Otherwise Le = 1 63*Lu+3d ac_ TJ a)m Load Comb DL FLL+DL RLL+FLL+DL CD 090 1 00 1 25 Fb* 1,215 1,350 1,688 CL 0993 0992 0990 M (ft -Ibs) 540 540 2,357 Fb' 1,207 1,340 1,671 fb 78 78 342 VFb' 6% 6% 20% Max = 20% M/CD 600 540 1,886 Deflections ADL = 0031 in =L/ ATL = 0 136 in =L/ ALL = 0 105 in = L/ KA = 0 50 > A KA.DL+LL USE 6x10 #1DFL-B 1,000 1,000 1,000 = L/ > 1,000 (UBC Table 16-E) I I I I I I I I I I I I I I I I I I I VGA VANDORPE CHOU ASSOCIATES CONSULTING ENGINEERS SINCE 1979 CLIENT Continuing Life PROJECT La Costa Glen ADDRESS 1 960 SHverleaf Cir CITY Carlsbad, CA PROJECT NO SHEET 9 OF ENGR TWA DATE ' CHK'D TWA DATE 2O724B 15 Q5/D3/aS Trellis Pilasters b h TSOIL H TFTG WFTG LFTG = 200 ft 833 ft 1 00 ft 933 ft 1 00 ft 483 ft 583 ft cable w Wind Loads = 1335 PSF Fence Loads hF Spcg Y .a h,^(Equivalent) 500 ft 1400 ft Pilaster Spacing 50% Solidity Ratio ( 500 ) ( 1400 ) ( 050 933 = 375 ft Ww = 133x(2 + 375) 77 PLF Cable Loads (See subsequent calculations) Fcable = L263 2 (Distributed by two pilasters on each line) = 632 Ibs Weights Pilaster = ( Cap = ( Stucco = ( Total Seismic Loads Wt ap RP I Eqn(133-1) Eqn(133-2) Eqn(133-3) Cs = 0405 C, 0 405 78 )( 533 ) ( 933 ) 115 ) ( 4 / 12 ) { 300 12 )( 0875 )( 200 )( Fence (where occurs) 4 ) ( 8 33 = 3,883 Ibs = 115 Ibs ) = 700 Ibs = 4,698 Ibs = 503 PLF 503 PLF 250 250 1 00 z 1 012 h 1 6 x SDS x I 0 4ap x Sps RP 03xSDSxlp '[ 2z 1 6x1 012x1 04x250x1 012x1 250 03x1 012x1 = 1 619 Maximum +2(0) = 0405 = 0 304 Minimum =028914 14 WE = 0 289 x 503 = 145 5 PLF < Gov Axial Loads on Pilaster PD = 213 Ibs PL = 512 Ibs e = 800 in = 067 ft I I I I I I I I I I I I I I I I I I I I/O/I VANDORPE CHOU ASSOCIATES CONSULTING ENGINEERS SINCE 1979 CLIENT PROJECT ADDRESS CITY pontinuing Life La Costa Glen 1 3BO Silverleaf Cm Carlsbad, CA PROJECT NO SHEET 1Q OF ENGR TWA DATE ' CHK'D TWA DATE 2O724B 15 O5/Q3/OB Trellis Pilasters Pilaster Section Design Load Case L+D P = 213 + 512 + 4,698 = 5,422 Ibs V = 632 Ibs M = ( 5,422 ) ( 0 67 ) + ( 632 ) Load Case D+ Lateral P = 213 + 4,698 = 4,910 Ibs V= ( 146 ) ( 933 ) + 632 = 1,990 M= ( 4,910 ) ( 067 ) + ( 146 ) ( Load Case fs Psi) fm (psi) Bond Stress, u (psi) Req'd Lap (in ) Axial and Shear Stresses Eff Area (in2) fv (psi) h'(ft) r(m) h'/r Fa (psi) fa (psi) Combined Masonry Stresses fa/Fa + fm/Fm D+L 15,212 136 4 20 D+Lat'l 24,807 221 11 25 4864 1 9 2 51 162 11 061 4 33 19 14 250 10 070 933 9,510 ft-Ibs Ibs 933 ) 2 / 2 + ( 632 ( 933 ) = 15,507 ft-Ibs Load Case Pm (psi) Fy (psi) b(m) d Bar Size Quantity SPCL INSP Solid Grout Wind/Seismic Allowable Stresses Fm (psi) Fs (psi) u (psi) Fv (psi) Em (psi) n As (in2) rho rho*n k J Moment (M) Shear (V) Axial (P) D+L D+Lat'l 1,500 60,000 2400 2000 4 2 N Y N Y 250 333 24,000 24,000 100 133 19 26 1,125 2578 0400 00008 00215 0187 0938 9,510 15,507 632 1,990 5,422 4,910 Use M)-#4 In Each Corner. Solid Grout. No Special Inspection I I I I I I I I I I I I I I I I I I I VGA VANDORPE CHOU ASSOCIATES CLIENT Continuing Life CONSULTING ENGINEERS PROJECT La Costa Glen ADDRESS 1 SBO Silverleaf Cm SINCE 1979 CITY Carlsbad, CA PROJECT NO SHEET 11 OF ENGR TWA DATE' CHK'D TWA DATE 2O724B 15 O5/O3/OB Trellis Pilasters Footing WF = 483 ft LF = 583 ft TF = 1 00 ft Wt = ( 4 83 ) ( 5 83 ) ( 1 00 ) ( 145 ) = 4,088 Ibs Wsoll = [( 483 ) ( 583 ) - ( 200 )2 ] ( 100 ) ( 110 = 2,661 Ibs Soil Properties (Assumed w/o report) Qa = 1,000 PSF FP = 200 PCF H =030 Load Case L+D P = 5,422 + 4,088 + 2,661 = 12,171 Ibs M = 9,510 ft-Ibs V = 632 Ibs 12,171 = 432 PSF < 1,000 PSF OK ( 483 ) ( 583 ) Load Case D+ Lateral P = 4,910 +• 4,088 + 2,661 = 11,660 Ibs M = 15,507 + ( 1,990 ) ( 100 ) = 17,497 ft-Ibs V = 1,990 Ibs Mres = ( 11,660 ) ( 583 ) / 2 = 34,008 ft-Ibs FS = 34,008 = 1 944 > 15 OK 17,497 x^ = 583 - 34,008 - 17,497 = 1501 ft > WF = 5 83 = 0972 ft 2 11,660 6 6 Qmax = 1,136 PSF < ( 1 33 ) ( 1,000 ) = 1,330 PSF OK Load Case 0 9 D+ Lateral P = ( 09 ) ( 11,660 ) = 10,494 Ibs M = 17,497 ft-Ibs V = 1,990 Ibs Mres = ( 10,494 ) ( 583 ) / 2 = 30,607 ft-Ibs FS = 30,607 = 1 75 > 15 OK 17,497 xcg = 583 - 30,607 - 17,497 = 167 ft > WF = 5 83 = 0972 ft 2 10,494 6 6 Qmax = 1,159 PSF < ( 133 ) ( 1,000 ) = 1,330 PSF OK 1 1 1 1 1w 1 1^M 1 1 I/O/I VANDORPE CHOU ASSOCIATES CLIENT Continuing Life PROJECT NO SO724B CONSULTING ENGINEERS PROJECT La Costa Glen SHEET 1 2 OF 15 ADDRESS 1 3SO Silverleaf Cm ENGR TWA DATE O5/O3/OB SINCE 1979 CITY Carlsbad, CA CHK'D TWA DATE Trellis Pilasters Longitudinal Reinforcing Conservatively take maximum soil pressure uniformly across footing L F = 1 50 to convert to LRFD loads W M = ( 150 ) ( 1,159 ) - ( 09 ) ( 100 ) ( 145 ) - ( 09 ) ( 100 ) ( 110 ) = 1,508 PLF weight of footing weight of soil = ( 1,508 ) [( 583 / 2 ) 2 - 200 / 2 ) 2 ] / 2 = 5,662 ft -Ibs /ft Reinforcement Fy = 60 ksi fc Size No Spcg As Cvr d a MU (Q (D MM Short = 2,500 psi # 4 5 14 in = 017 m2/ft -> p = 017 = 0 00166 < 200 = 200 = 000333 - Factor = 075 3 in ( 12 ) ( 863 ) Fy 60,000 = 8 63 in ( 017 ) ( 60,000 ) ( 085 ) ( 2,500 ) ( 12 ) = 040 in = ( 017 ) ( 60,000 ) ( 863 - 040 12) 12 = 7,220 ft -Ibs /ft = 090 = 6,498 ft -Ibs /ft > 5,662 ft -Ibs /ft OK Direction Load Case D+ Lateral 1 1 1 1 1 1 P V M Mres FS Xcg Qmax = 11,660 Ibs = ( 146 ) ( 933 ) = 1,358 Ibs = 15,507 ft -Ibs = ( 11,660 ) ( 483 ) / 2 = 28,178 ft -Ibs = 28,178 = 1 817 > 15 OK 15,507 = 483 - 28,178 - 15,507 = 1 33 ft > WF = 5 83 = 0 972 ft 2 11,660 6 6 = 1,226 PSF < ( 133 ) ( 1,000 ) = 1,330 PSF OK I I I I I I I I I I I I I I I I I I I I/O/I VANDORPE CHOU ASSOCIATES CLIENT Continuing Life CONSULTING ENGINEERS PROJECT La Costa Glen ADDRESS 1 3BO Silverleaf Cm SINCE 1979 CITY Carlsbad, CA 1 5 PROJECT NO SHEET 1 3 OF _ ENGR TWA DATE D5/D3/OB CHK'D TWA DATE Trellis Pilasters Load Case 0 9 D+ Lateral P = 10,494 Ibs M = 15,507 ft-Ibs V = 1,358 Ibs Mres = ( 10,494 ) ( 483 ) / 2 = 25,360 ft-Ibs FS = 25,360 = 1 635 > 15 OK 15,507 xcg = 483 - 25,360 - 15,507 = 1478 ft > WF = 4 83 = 0806 ft 2 10,494 ~6~ 6 Qmax = 1,277 PSF < ( 1 33 ) ( 1,000 ) = 1,330 PSF OK Reinforcing Conservatively take maximum soil pressure uniformly across footing L F = 1 50 to convert to LRFD loads W = ( 1 50 ) ( 1,277 ) - ( 09 ) ( 100 ) ( 145 ) - ( 09 ) ( 100 ) ( 110 = 1,687 PLF weight of footing weight of soil M = ( 1,687 ) [( 483 / 2 ) 2 - 200 / 2 ) 2 ] / 2 = 4,082 ft-Ibs/ft Reinforcement Fy = 60 ksi fc = 2,500 psi Size # 4 No = 4 Spcg = 15 in As =017 m2/ft Cvr = 3 in d = 8 63 in P =017 ( 12 ) ( 863 017 )( 60,000 ) = 00016 < 200 = 200 = 000333 Fy 60,000 Factor = 0 75 M, ( 085 ) ( 2,500 ) ( 12 ) = 039 in = ( 017 ) ( 60,000 ) ( 863 - 039 / 2 ) 12 = 6,977 ft-Ibs/ft <f = 0 90 q>Mu = 6,279 ft-Ibs/ft > 4,082 ft-Ibs/ft OK Use 4 83 ft X 5 83 ft X 12 in Thick Pad Footing w/(5)-#4 Long Bars &(41-#4 Short Bars I I I I I I I I I I I I I I I I I I I VANDORPE CHOU ASSOCIATES CLIENT Continuing Life PROJECT NO 2O724B •y/> m CONSULTING ENGINEERS PROJECT La Costa Glen SHEET 14 OF 1 5 if^^ft ADDRESS 1 96O Silver-leaf Cm ENGR TWA DATE O5/O3/OB SINCE 1979 CITY Carlsbad, CA CHK'D TWA DATE Cables Shade Canvas Dead Load = 5 PSF Live Load = 0 PSF Span = 21 00 ft Tnb Width = 1375 ft Mm Sag = 3 00 ft Horizontal Force (Fh) Fh = wL2 = ( 1375 ) ( 5 + 0 ) ( 21 00 ) 2 8A ( 8 ) ( 300 ) = 1,263 Ibs (Governs) CD = 0 90 Fh = 1,263 = 1,404 Ibs CD 090 Wind Uplift V = 85 MPH Exp = C I = 1 00 Kd = 0 85 Kz = 0 85 Kzt = 1 00 (Topographic effects not considered) qh =0 00256K2K2lKdV2l = ( 0 00256 ) ( 0 85 ) ( 1 00 ) ( 0 85 ) ( 85 ) 2 ( 1 00 ) = 1336 PSF G =085 Cp = 0 90 Cpl = 0 00 (Open Structure) Pup = GCpqh = ( 085 ) ( 090 ) ( 1336 ) = 1022 PSF DL = 5 PSF Net = 1022 - 06 ( 50 ) = 7223 PSF Fhw = ( 1375 ) ( 722 ) ( 21 00 ) 2 ( 8 ) ( 300 ) = 1,825 Ibs CD = 1 60 Fhw = 1,825 = 1,141 Ibs CD 1 60 Fh = 1,404 Ibs for ( 2 ) - 1/2 0 Lag Screws Cap = 367 Ibs/in (Each) Required Penetration (p) p 1,404 1912 in -» Lreqd = 3 00 in 2 ( 367 ) Use (2)-1/2"0 Lag Screws X 3" Long I I I I I I I I/O/I VANDORPE CHOU ASSOCIATES CLIENT Continuing Life PROJECT NO CONSULTING ENGINEERS PROJECT La Costa Glen SHEET 1 5 OF 15 ADDRESS 196O SilveHeaf Cm ENGR TWA DATE Q5/O3/QB SINCE 1979 CITY Carlsbad, CA CHK'D TWA DATE Cables Shade Canvas Connection Plate P = max( 1,263 , 1,825 / 1 33 = 1,372 Ibs Gage = 3 00 in b = 300 in (effective Width) M = ( 1,372 ) ( 300 ) 4 ( 300 ) 343 m-lbs/m Fy = 36 ksi Fb = 075 ( 36 ) = 2700 ksi tPL = V 6 ( 343 )/ 27,000 = 0276 in Use 0 375" Plate From:VCA Engineers 7149789929 05/20/200817:13 H768 P 001/001 VANDORPE CHOU ASSOCIATES, INC. STRUCTURAL ENGINEERS CONSULTING ENGINEERS fiRE PROTECTION ENGINEERS BUILDIUS CODE CONSULTANTS SINCE Wt Memo To: Bryan Zippmger Esgil Corporation 9320 Chesapeake Drive Suite 208 San Diego, CA 92123 V (858) 560-1468 F (858) 560-1576 From: T William (Bill) Alter, S E (CA#2607) Dale: May 20,2006 Re: VGA's Project Number 0901 3 La Costa Glen Plan Check number 08-0690 This is to memorialize our conversation this afternoon that there is no horizontal steel requirement, other than placing ties at no more than 48", for the pilasters shown on the structural drawings This response satisfies plan check item number 7 Respectfully submitted, T William (Bill) Allen, S E (CA#2607) Copy Dave Harbour Fax (760) 704-6262 2200 West Qrangewood Avenue, Suite 150 • Orange, California 92868 re/- 7M9789780 .fox 7149789788 • wwwvcaeng/heerj.com I/C/I VAN DORPE CHOU ASSOCIATES 2200 W Orangewood Ave , Suite 150 Orange, CA STRUCTURAL CALCULATIONS BUILDING DEPARTMENT SUBMITTAL FOR Continuing Life Communities, LLC La Costa Glen Modifications to (E) Recreation Bldg. 1960SilverleafCir. Carlsbad, CA SUBMITTED TO City of Carlsbad, CA April 15,2008 Job No - 0901 3 I/O/I VANDORPE CHOU ASSOCIATES CONSULTING ENGINEERS CLIENT PROJECT ADDRESS CITY Continuing Life La Costa Glen 1 96O Silverteaf Cir Carlsbad, CA PROJECT NO SHEET 5 OF ENGR TWA DATE CHK'D TWA DATE SCT724A B O4/15/OS TABLE OF CONTENTS Description Pages Design Criteria Opening in (E) Shear Wall (N) Headers 3 4 6 Index 20724ACalculations xls I/O/I VANDORPE CHOU ASSOCIATES CONSULTING ENGINEERS CLIENT PROJECT ADDRESS CITY ., Continuing Life La Costa Glen 1 SSO Silverleaf Cir Carlsbad, CA PROJECT NO SHEET 3 OF ENGR TWA DATE CHK'D TWA DATE SO724A B Q4/15/QB Design Criteria Roof Loads BU Roof Sheathing (1/2" PWD) Framing Roof Slope CXN for slope Lights, Ducts, Insul Ceiling (1/2" GWB) Misc DL LL TL 56 PSF 1 5 PSF 25 PSF 96 PSF 05 12 1 001 96 PSF 20 PSF 22 PSF 1 2 PSF 15 PSF 20 PSF 35 PSF Other Loads Exterior Walls Interior Walls Wind Criteria Design Velocity q$ Exposure "w 19 PSF 12 PSF 70 = 126 C = 1 00 Geotechnical Information No Soils Engineer QALLOW PPASSIVE - Soil values assumed = 1,000 PSF = 100 PSF Seismic Criteria Site < 10 km of Type (See Map Page 0036 ) Na B fault Z Shear Wall C, Ca = 0 44 Na Cv = 0 64 Nv T = Ct(hn)075 UBC EQN 30-4 Cvl./(RT) UBC EQN 30-5 2 5 Ca ls / R UBC EQN 30-6 0 11 Ca ls UBC EQN 30-7 0 8 Z Nv U / R keq/14 R= 1 0 1 0 04 55 1 0 185 ft 002 044 064 018 sec = 0652 = 0200 = 0048 = 0058 = 0200 = 0143 DesignCntena 20724ACalculations xls l/C/1 VANDORPE CHOU ASSOCIATES CONSULTING ENGINEERS CLIENT Continuing Life PROJECT Ls Costa Glen ADDRESS 1 aSD Silverleaf Cm CITY Carlsbad, CA PROJECT NO SHEET 4 OF ENGR TWA DATE CHK'D TWA DATE 20724A B O4/1 5/OB Building Dimensions W = 5400 ft D = 6750 ft Wind Loads Hw = 1600 ft Height of wall to top plate Hp = 250 ft Height of parapet wall (above top plate) IH = 1850 ft qs =126 Exp C Ce = 111 Cq = 1 30 = 1 00 = 1818 PSF Ww = ( 1600 / 2 + 250 ) ( 1818 ) = 191 PLF Seismic Loads Ws = [( 67 50 ) ( 15 ) + 2 ( 16 00 / 2 + 2 50 ) ( 19 )] ( 0 143 ) = 202 PLF (Governs) Loads on (E) Shear Wall (Grid Line B on original drawings) V = ( 202 ) ( 5400 ) / 2 5,447 Ibs Existing Shear Wall L = 24 17 ft Spec 3/8" PWD (Struct II) w/8d @ 4" Cap = 380 PLF (Using 15/32" values because studs ar at 16") 9,183 Ibs Reduced Length L = 2033 ft Cap = 7,727 Ibs > 5,447 Ibs O K Existing Shear Wall is 0 K V uiuimiiii W (E) Grid Line B OpnglnSW 20724ACalculations xls I/O/I VANDORPE CHOU ASSOCIATES CONSULTING ENGINEERS CLIENT Continuing Life PROJECT La Costa Glen ADDRESS 1 96O Silverleaf Cir CITY Carlsbad, CA PROJECT NO SHEET 5 OF ENGR TWA DATE CHK'D TWA DATE O4/15/OB New Hold down at end of Shear Wall Fh - T=+ Pu L'w Where F = fv(L) L1' = L-e W = WDL a = 0 67 for Wind Loads 0 9 for Seismic Loads WDL = ( 54 00 ) ( 15 ) / 2 + ( 18 50 ) ( 12 ) = 627 PLF h = 1600 ft e L" = 3 00 in = 1575 ft for Seismic Loads Fs = 5,447 Ibs Ts = -1,876 Ibs <0, No Uplift for Wind Loads Fw = 5,154 Ibs Tw = -279 Ibs <0, No Uplift No Hold down required OpnglnSW 20724ACalculations x/s I/O/I VANDORPE CHOU ASSOCIATES CONSULTING ENGINEERS CLIENT PROJECT ADDRESS CITY Continuing Life La Costa Glen 1 96O &lverleaf Cir Carlsbad, CA PROJECT NO SHEET S OF ENGR TWA DATE CHK'D TWA DATE 2LT724A S 04/15/QB (N) Header L =313 Lu = 313 UNIT LOADS RDL RLL FDL FLL INTW = EXTW = ft ft 15 20 0 0 12 19 Unbraced Length PSF PSF PSF PSF PSF PSF Tributary Widths ROOF = 2700 ft FLOOR = 000 ft INTW = 000 ft EXTW = 000 ft Roof Dead Load Roof Live Load Floor Dead Load Floor Live Load Interior Wall Exterior Wall w R TA R (ft2) Roof 84 0 % Floor 0 0 % (RLL= 20 PSF) Type Size Grade CR W, W, w, (DL) (FLL+DL) (RLL+FLL+DL) K(DL) R(FLL+DL) = R(RLL+FLL+DL) ~ Length of Bearing = '(DL) /(FLL+DL) /(RLL+FLL+DL) (V/CD)MAX fv Le = 2 06 x Lu Rb Sawn b 6x8 d #1DFL-P CF 1 00 Fcperp Density = 414 = 414 = 954 = 647 = 647 = 1,491 043 388 388 895 716 26 644 438 E Wt PLF PLF PLF Ib Ib Ib in Ib Ib Ib Ib psi ft 5 50 in 750 in 1 00 625 psi 32 PCF /CD =090 /Co = 1 00 = 1 25 Fh =1,200 psi 85 psi 1 6E+06 psi 917 PLF A = S = I = 41 25 m 51 56 m3 1934 in4 /Cn 460 PLF 414 PLF 764 PLF <-GOV Additional Reaction Info (Unreduced for Tributary Areas) RFLL = 0 Ib /Co /Co /Co Fv KbE FbE RLL 090 1 00 1 25 844 Ib 432 Ib 388 Ib 716 Ib 85 psi 061 50,958 psi OK 31% IfLu/d <7,Le = 2 06*Lu, IfLu/d > 14 3,Le = 1 84*Lu, Otherwise Le = 1 63*Lu+3d ac TJ <]>m Load Comb DL FLL+DL RLL+FLL+DL CD 090 1 00 1 25 Fb* 1,080 1,200 1,500 CL 0999 0999 0998 M (ft -Ibs) 506 506 1,165 Fb' 1,079 1,199 1,498 fb 118 118 271 fb/Fb1 11% 10% 18% Max = 18% M/CD 562 506 932 Deflections ADL = 0 003 in ATL = 0 007 in ALL = 0 004 in USE6x8#1DFL-P L/ >1 L/ >1 11 >1 ,000 ,000 ,000 = L/ >1,000 (UBC Table 16-E) Header 20724ACalculations xls l/C/1 VAN DORPE CHOU ASSOCIATES 2200 W Orangewood Ave , Suite 150 Orange, CA STRUCTURAL CALCULATIONS BUILDING DEPARTMENT SUBMITTAL FOR Continuing Life Communities, LLC La Costa Glen Trellis Addition at Catalina Hall 1960SilverleafCir Carlsbad, CA SUBMITTED TO City of Carlsbad, CA April 15,2008 Job No - 0901 3 I/O/I VANDORPE CHOU ASSOCIATES CLIENT Continuing Life CONSULTING ENGINEERS PROJECT La Costa Glen ADDRESS 1 aSO Silverleaf Cir SINCE 1979 CITY Carlabad, CA PROJECT NO SHEET 5 OF ENGR TWA DATE CHK'D TWA DATE 2O724B 11 CW/1 5/OB TABLE OF CONTENTS Description Pages Framing Pilaster Design Canvas Shade Cover Cable Connection 3 4 6 11 I/O/I VANDORPE CHOU ASSOCIATES CONSULTING ENGINEERS CLIENT Continuing Life PROJECT La Costa Glen ADDRESS 1 SBQ SiK/erleaf Or CITY Carlsbad, CA PROJECT NO SHEET 3 OF ENGR TWA DATE CHK'D TWA DATE 2OV24B 1 1 O4/15/QB B-1 Typical Trellis Beams L = 1000 ft Lu = 1 0 00 ft Unbraced Length between supports UNIT LOADS RDL = 0 PSF Roof Dead Load RLL =10 PSF Roof Live Load FDL = 0 PSF Floor Dead Load FLL = 0 PSF Floor Live Load INTW = 0 PSF Interior Wall EXTW = 0 PSF Exterior Wall Cone Load (PL) Cone Load Tributary Widths ROOF = 200 ft PDL = 0 Ib PDL = FLOOR = 000 ft PFLL = 0 Ib PFLL = INTW = 000 ft PRLL = 0 Ib PRLL = EXTW = 000 ft aL = 2 00 ft aR Lu aL) = 2 00 ft Lu(aR) = Type Sawn b = 3 50 in Fb = Size 4x4 d = 3 50 in Fv = Grade #1 DFL-D CV = 1 50 E CR = 1 00 Fcperp = 625 psi Wt W(DL) = 3 PLF /CD= 090 = W(FLL+DL) - 3 PLF /CD= 1 00 = W<RLL+FLL*DL) = 23 PLF /CD= 1 25 = RL(DL) = 19 Ib RR(DL) = RL(FLL+DL) ~ 19 Ib RR(FLL+DL) = RL(RLL+FLL+DL) = 163 Ib RR(RLL+FLL+DL) = Brng Length Left = 0 07 in Right V(DL) = 13 Ib /CD= 090 = V(FLL+DL) = 13 Ib /CD= 1 00 = V(RLL*FLL*DU = 109 Ib /CD= 1 25 - ^ (PR) 0 0 0 200 200 1,000 95 1 7E+06 27 3 3 18 19 19 163 007 15 13 87 L r W SL L Ib Ib Ib ft ft psi psi psi PLF PLF PLF PLF Ib Ib Ib in Ib Ib Ib < RL Roof Floor A = 1225 m2 S = 715 m3 125 in4 Density = 32 PCF Additional Reaction Info rR 1 r ^ 3R RR TA R (ft2) 20 0 % 0 0 % (RLL= 0 PSF) (Unreduced for Tributary Areas) RLFLL = 0 Ib RRFLL = 0 Ib RLRLL = 144 Ib RRRLL = 144 Ib Shear Stresses VCRIT = 87 Ibs fv = 11 psi < Shear Fv = 95 psi OK 11%BendingLoad Comb DL FLL+DL RLL+FLL+DL KbE = 0439 Bending O K 38% Fb* 900 1,000 1,250 Le'2' Rb = FbE = yFb CL 0996 0995 0994 M+ (ft -#) 29 29 279 Fb' 896 995 1,243 fb 48 48 468 1840 ft 794 11,830 psi 38% CL 0999 0999 0999 M_L (ft -#) 5 5 45 Fb' 899 999 1,248 fb 9 9 76 412 ft 376 52,833 psi 6% CL 0996 0999 0999 MR(ft-#) 5 5 45 Fb' 896 999 1,248 fb 9 9 76 412 ft 376 52,833 psi 6% KA 11' = 1 00 (UBC Table 16-E)lfLu/d<7, Le=2 06*Lu, lfLu/d>14 3,Le=1 84"Lu,Otherwise Le=1 63*Lu+3d DeflectionsLoc ADL ATL ALL at Mam Span (x is measured from left support) -0023 in @x= 500ft =L/>1,000 0235 in @x= 500 ft =L/ 511 0212 in @x= 500 ft = L / 567 SE 4x4 #1 DFL-D at 24" |A KA-DL+LL <1) L /637 at Left Cantilever -0014 in =2a/ >1000 -0010 in =2a/>1,000 0 003 in = 2a / N/A L /-4672 at Right Cantilever -0014 in =2a/ >1,000 -0010 in =2a/ >1,000 0003 in = 2a/ >1,000 L /-4672 DL = 2 7 / 2 00 = 14 PSF VGA VANDORPE CHOU ASSOCIATES CONSULTING ENGINEERS CLIENT PROJECT Continuing Life La Costs Glen ADDRESS 1-36Q Silver-leaf Cir CITY Carlsbad, CA B-2 Longitudinal Beams L = a = 1317 300 ft ft UNIT LOADS RDL RLL FDL FLL INTW EXTW = = = = = = 1 4 10 0 0 0 0 PSF PSF PSF PSF PSF PSF Roof Dead Load Roof Live Load Floor Dead Load Floor Live Load Interior Wall Exterior Wall Tributary Widths ROOF = 720 ft FLOOR = 000 ft INTW = 000 ft EXTW = 000 ft PROJECT NO SHEET 4 OF ENGR TWA DATE CHK'D TWA DATE 2O724B 1 1 04/15/OS w R, Roof Floor RR TA (ft2) 95 0 R 0 % 0 % Type Size Sawn b = 5 50 in Fb = 6x10 d = 950 in Fv = Grade #1DFL-B CF = 1 00 E = CR = 1 00 w(DL) W(FLL+DL) W(RLL+FLL+DL) RL(DL) RL(FLL+DL) RL(RLL+FLL+DL) Length of Bearing V<DL) V(FLL+DL) V(RLL+FLL+DL) M+(DL) M+(FLL+DL) M+(RLL+FLL+DL) M-(DL) M-(FLL+DL) M-(RLL+FLL+DL) fb = 229 psi fv = 13 psi Fcperp = 625 psi Wt = Density = 32 PCF 21 PLF /LDF=09 21 PLF /LDF=1 0 93 PLF /LDF=1 25 = 134 Ib RR(DL) 134 Ib RR(FLL+DL) = 608 Ib RR(RLL+FLL+DL) = 018 in 131 Ib /LDF=09 131 Ib /LDF=1 0 548 Ib /LDF=1 25 = 417 ft-lb /LDF=09 417 ft-lb /LDF=1 0 1,976 ft-lb /LDF=1 25 = 96 ft-lb /LDF=09 96 ft -Ib /LDF=1 0 420 ft -Ib /LDF=1 25 = < Fb*(CF or CV)*CR <Fv 1,350 psi A = 5225 m 85 psi S = 82 73 m3 1 6E+06 psi I = 392 96 m4 11 61 PLF 24 PLF 21 PLF 75 PLF Additional Reaction Info 213 Ib (Unreduced for Tributary Areas) 213 Ib RLFLL = 0 Ib RRFLL = 927 Ib RLRLL = 474 Ib RRRLL = 027 in 146 Ib 131 Ib 439 Ib 463 ft-lb 417 ft-lb 1,581 ft-lb 107 ft-lb 96 ft-lb 336 ft-lb 1,350 psi OK 17% 85 psi OK 15% 0 Ib 715 Ib Deflections at Back Span (L/2) ADL = 0020 in ATL = 0 098 in ALL = 0 077 in USE6x10#1DFL-B = L/ >1,000 = L/ >1,000 = L/ >1,000 at Cantilever ADL = 0 021 in ATL = 0 091 in ALL = 0 070 in = 2a / 3,450 = 2a / 791 = 2a/ 1,026 KA = 100> A (UBC Table 16-E) = L 71,61 9 (B-Beams and Stringers) VGA VANDORPE CHOU ASSOCIATES CONSULTING ENGINEERS CLIENT Continuing Life PROJECT La Costa Glen ADDRESS 1 3GO Silverleaf Cm CITY Carlsbad, CA PROJECT NO SHEET 5 OF ENGR TWA DATE CHK'D TWA DATE 2O724B 1 1 04/15/OB B-3 L =1421 Lu = 1421 UNIT LOADS RDL RLL FDL FLL INTW = EXTW = ft ft 1 4 10 0 0 0 0 Unbraced Length PSF PSF PSF PSF PSF PSF Tributary Widths ROOF = 720 ft FLOOR = 000 ft INTW = 000 ft EXTW = 000 ft Roof Dead Load Roof Live Load Floor Dead Load Floor Live Load Interior Wall Exterior Wall w R Roof Floor TA (ft2) 102 0 R 0 % 0 % Type Size Grade CR Sawn b 6x10 d #1DFL-B CF = 1 00 w w( w, (DL) '(FLL+DL) '(RLL+FLL+DL) f^(DL) R(FLL+DL) R(RLL+FLL+DL) Length of Bearing (DL) (FLL+DL) V(RLL+FLL+DL) (V/CD)MAX fv Le = 1 84 x Lu Fcperp Density 21 21 93 = 152 = 152 = 664 = 019 = 135 = 135 = 590 = 472 14 = 2614 = 993 E Wt PLF PLF PLF Ib Ib Ib in Ib Ib Ib Ib psi ft 550 in 950 in 1 00 625 psi 32 PCF /Co =090 /Co = 1 00 /Cn = 1 25 Fh =1,350 psi 85 psi 1 6E+06 psi 1161 PLF A = S = I = 5225 m 8273 m3 3930 in4 24 PLF 21 PLF 75 PLF <-GOV Additional Reaction Info (Unreduced for Tributary Areas) /Co = /Co = /Co = Fv = KbE = FbE = RFLL RRLL 090 1 00 1 25 0 Ib 512 Ib 150 Ib 135 Ib 472 Ib 85 psi 0 61 9,906 psi OK 16% <7,Le = 2 O&Lu, IfLu/d > 14 3,Le = 1 84*Lu, Otherwise Le = 1 63*Lu+3d ac T3 C fl>m Load Comb DL FLL+DL RLL+FLL+DL CD 090 1 00 1 25 Fb* 1,215 1,350 1,688 CL 0993 0992 0990 M (ft -Ibs) 540 540 2,357 Fb' 1,207 1,340 1,671 fb 78 78 342 VFb' 6% 6% 20% Max = 20% M/CD 600 540 1,886 Deflections ADL = 0031 in ATL = 0136 in ALL = 0105 in KA = 0 50 > A USE6x10#1DFL-B L/ >1 L/ >1 L/ >1 ,000 ,000 ,000 = LI >1,000 (UBC Table 16-E) I/O/I VANDORPE CHOU ASSOCIATES CONSULTING ENGINEERS CLIENT PROJECT ADDRESS CITY Continuing Life La Costa Glen 1 3BD Silver-leaf Cir Carlsbad, CA PROJECT NO SHEET B OF ENGR TWA DATE' CHK'D TWA DATE 2O724B 1 1 04/15/OS Trellis Pilasters b h TSOIL = = = H T V L FTG /FTG FTG Wind = = = 2 8 1 9 1 4 6 00 33 00 33 00 67 00 ft ft ft ft ft ft ft Loads Velocity = °,s = Exposure = 'wcq c. = = = 70 126 C 1 00 1 2 1 06 MPH PSF cable w Fence Loads Spcg Y = "F(Equivalent) = 500 ft 1400 ft Pilaster Spacing 50% Solidity Ratio ( 500 ) ( 1400 ) ( 050 ] 933 375 ft 126x1x106x12x(2 + 375) 92 PLF Fence (where occurs) Cable Loads (See subsequent calculations) FC.M. = 1,263 Weights Pilaster Cap Stucco Total = 632 Ibs 78 )( 533 ) ( 933 ) 115 ) ( 4 / 12 ) ( 300 12 )( 0875 )( 200 )(4 ) ( 833 = 3,883 Ibs = 115 Ibs ) = 700 Ibs = 4,698 Ibs = 503 PLF Seismic Loads Site < 10 km of Type (See Map Page O-36 ) Na =10 Nv =10 Ca = 044Na = 044 CV = 064NV = 064 B fault Wt a 503 PLF 250 300 1 00 hx 044 hr VANDORPE CHOU ASSOCIATES CONSULTING ENGINEERS Trellis Pilasters CLIENT PROJECT ADDRESS CITY Continuing Life La Costa Glen 1 9SD Silver-leaf Cir Carlsbad, CA PROJECT NO SHEET ~7 OF ENGR TWA DATE' CHK'D TWA DATE 2D724B 1 1 O4/15/OB UBCEqn(32-1) UBC Eqn (32-2) UBC Eqn (32-3) keq = 0367 4 0 x Ca x Ip ap x Ca x Ip Rp 07xCaxlp = 4 0 x 0 44 x 1 3hx~l 250x044x1 *-J 300 = 0 7 x 0 44 x 1 < 1 +3(0) = 0 = 1 76 Maximum 367 = 0 308 Minimum 0367 = 026214 14 WE = 0262x503 = 131 8 PLF Axial Loads on Pilaster PD = 213 Ibs PL = 512 Ibs e = 800 in = 0 67 ft <Gov Pilaster Section Design Load Case L+D P = 213 + 512 V = 632 Ibs M= ( 5,422 ) ( + 4,698 = 5,422 Ibs 067 ) + ( 632 ) ( 933 ) = 9,510 ft-Ibs Load Case D+ Lateral P = 213 + 4,698 = 4,910 Ibs V = ( 132 ) ( 933 ) + 632 = 1,862 Ibs M= ( 4,910 ) ( 067 ) + ( 132 ) ( 933 )2 / 2+ ( 632 ) ( 933 )= 14,910 ft-Ibs Load Case F'm (psi) Fy (psi) b(m) d Bar Size Quantity SPCL INSP Solid Grout Wind/Seismic Allowable Stresses Fm (psi) Fs (psi) u (psi) Fv (psi) Em (psi) n As (in2) rho rho*n k J Moment (M) Shear (V) Axial (P) D+L D+Lat'l 1,500 60,000 2400 2000 4 2 N Y N Y 250 333 24,000 24,000 100 133 19 26 1,125 2578 0400 00008 00215 0187 0938 9,510 14,910 632 1 ,862 5,422 4,910 VANDORPE CHOU ASSOCIATES CONSULTING ENGINEERS CLIENT PROJECT ADDRESS CITY Continuing Life La Costa Glen 1 96O Silvenleaf Cir Carlsbad, CA PROJECT NO SHEET B OF ENGR TWA DATE ' CHK'D TWA DATE 2O7S4B 1 1 O4/15/08 Trellis Pilasters Load Case fs Psi) fm (psi) Bond Stress, p (psi) Req'd Lap (in ) Axial and Shear Stresses Eff Area (in2) fv (psi) h'(ft) r(.n) h'/r Fa (psi) fa (psi) Combined Masonry Stresses fa/Fa + fm/Fm D+L 15,212 136 4 20 D+Lat'l 23,852 213 11 24 4864 1 9 2 51 162 11 061 4 33 19 14 250 10 068 Use (1)-#4 In Each Corner. Solid Grout. No Special Inspection Footing WF LF TF Wt 467 ft 600 ft 100 ft ( 467 ) ( 4,060 Ibs [(467 ) ( = 2,640 Ibs Soil Properties (Assumed w/o report) Qa = 1,000 PSF FP = 200 PCF H =030 600 ) ( 1 00 ) ( 145 ) W'soil 600 200 ) 2 ] ( 1 00 ) ( 110 ) Load Case L+D P = 5,422 + 4,060 + 2,640 = 12,122 Ibs M = 9,510 ft-Ibs V = 632 Ibs ****max ~"12,122 433 PSF < 1,000 PSF OK 467 ) ( 600 Load Case D+ Lateral P = 4,910 + 4,060 + 2,640 = 11,610 Ibs = 14,910 + ( 1,862 ) ( 100 ) = 16,772 ft -IbsM V M FS = 1,862 Ibs res = ( 11,610 ) ( 600 ) / 2 = 34,831 ft -Ibs = 34,831= 2077 > 15 OK cg ^ 16,772 = 600 - 34,831 - 16,772 = 1445ft > WF = 6 00 = 2 11,610 6 6 = 1,066 PSF < ( 133 ) ( 1,000 ) = 1,330 PSF OK 1 ft I/C/I VANDORPE CHOU ASSOCIATES CLIENT continuing Life CONSULTING ENGINEERS PROJECT La Costa Glen ADDRESS 1 96O Silverleaf Cm SINCE 1979 CITY Carlsbad, CA Trellis Pilasters 1 1 PROJECT NO SHEET 3 OF _ ENGR TWA DATE O4/15/OB CHK'D TWA DATE Load Case 0 9 D+ Lateral P = ( 09 ) ( 11,610 ) = 10,449 Ibs M = 16,772 ft-Ibs V = 1,862 Ibs Mres = ( 10,449 ) ( 600 ) / 2 = 31,347 ft-Ibs FS =31,347 = 187 > 15 OK 16,772 Qrr = 600 - 31,347 - 16,772 = 161 ft > WF = 6 00 = 2 10,449 ~~6~ 6 = 1,070 PSF < ( 133 ) ( 1,000 ) = 1,330 PSF OK 1 ft Longitudinal Reinforcing Conservatively take maximum soil pressure uniformly across footing L F = 1 50 to convert to LRFD loads W = ( 1 50 ) ( 1,070 ) - ( 09 ) ( 1 00 ) ( 145 ) - ( 09 ) ( 1 00 ) ( 110 ) = 1,376 PLF weight of footing weight of soil M = ( 1,376 ) [( 600 / 2 ) 2 - 200 / 2 ) 2 ] / 2 = 5,503 ft-Ibs/ft Reinforcement Fy = 60 ksi fc = 2,500 psi Size # 4 No = 5 Spcg = 14 in AS Cvr d a = 017 m'Vft 3 in = 8 63 in P =017 ( 12 ) ( 863 ) ( 017 ) ( 60,000 ) = 000161 < 200 = 200 = 000333 Fy 60,000 Factor = 0 75 ( 085 ) ( 2,500 ) ( 12 ) = 0 39 in Mu = ( 017 ) ( 60,000 ) ( 863 - 039 / 2 ) 12 = 7,024 ft-Ibs/ft (p =090 (p Mu = 6,322 ft -Ibs /ft > 5,503 ft -Ibs /ft OK Short Direction Load Case D+ Lateral P = 11,610 Ibs V = ( 132 ) ( 933 ) = 1,230 Ibs M = 14,910 ft-Ibs Mr( FS = 27,090 = 1 817 > 1 5 OK xcg = ( 11,610 ) ( 467 ) / 2 = 27,090 ft-Ibs 14,910 = 467 - 27,090 - 14,910 = 1 284 ft > WF = 6 00 =1 ft 2 11,610 6 6 Qmax = 1,230 PSF < ( 133 ) ( 1,000 ) = 1,330 PSF OK I/O/I VANDORPE CHOU ASSOCIATES CLIENT Continuing Life CONSULTING ENGINEERS PROJECT La Costa Glen ADDRESS 1 36O Silverleaf Or SINCE 1979 CITY Carlsbad. CA Trellis Pilasters Load Case 0 9 D+ Lateral PROJECT NO SHEET 1O OF 2O724B 1 1 ENGR TWA DATE O4/15/QS CHK'D TWA DATE P = 10,449 Ibs M = 14,910 ft -Ibs V = 1,230 Ibs Mres = ( 10,449 ) ( 467 ) / 2 = 24,381 ft -Ibs FS = 24,381^= 1 635 > 15 OK 14,910 xcg = 467 - 24,381 - 14,910 = 1427 ft > WF = 4 67 = 0778 ft 2 10,449 6 6 Qmax = 1,281 PSF < ( 133 ) ( 1,000 ) = 1,330 PSF OK Reinforcing Conservatively take maximum soil pressure uniformly across footing L F = 1 50 to convert to LRFD loads W = ( 1 50 ) ( 1,281 ) - ( 09 ) ( 100 ) ( 145 ) - ( 09 ) ( 100 ) ( 110 ) = 1,692 PLF weight of footing weight of soil M = ( 1,692 ) [( 467 / 2 ) 2 - 200 / 2 ) 2 ] / 2 = 3,760 ft -Ibs /ft Reinforcement Fy = 60 ksi fc = 2,500 psi Size # 4 No = 4 Spcg = 14 in AS =017 m2/ft - = 3 in = 863 in P =017 Cvr d a ( 12 ) ( 863 ) 017 )( 60,000 ) = 000166 < 200 = 200 = 000333 Fy 60,000 Factor = 0 75 ( 085 ) ( 2,500 ) ( 12 ) = 040 in Mu = ( 017 ) ( 60,000 ) ( 863 - 040 / 2 12 = 7,220 ft -Ibs /ft cp = 0 90 <pMu = 6,498 ft -Ibs /ft > 3,760 ft -Ibs /ft OK Use 4 67 ft X 6 00 ft X 12 in Thick Pad Footing w/(5)-#4 Long Bars &(4)-#4 Short Bars I/O/I SINCE 1979— — Cables Shade Canvas VANDORPE CHOU ASSOCIATES CLIENT continuing Life CONSULTING ENGINEERS PROJECT La Costa Glen ADDRESS 1 QBO Silver-leaf Cm CITY Carlsbad, CA PROJECT NO SHEET 11 OF ENGR TWA DATE ' CHK'D TWA DATE 2O724B 1 1 O4/1 5/DB Dead Load Live Load Span Tnb Width 5 PSF 0 PSF = 21 00 ft = 1375 ft Mm Sag = 300 ft Horizontal Force (Fh) Fh = wL2 = ( 1375 ) ( 5 + 0 ) ( 21 00 ) 8A = 1,263 Ibs for ( 2 ) - 1/2 0 Lag Screws Cap = 367 Ibs/in (Each) Required Penetration (p) p 1,263 1721 in 2( 367 ) Use (2H/20 Lag Screws X 2 5" Long ( 8 ) ( 300 ) Lreqd = 250 in n n * ii 1 a aon z- n CJ 5! "I 00 ?t 1a ere 06-27-2008 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR08062 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # PC# Project Title 1960 SILVERLEAF CR CBAD PCR 2550121600 $000 CB080690 Lot# 0 Construction Type NEW LA COSTA GLEN REC BLDG - BULLETIN #1-CHANGED SUSPENDED CEILING SPACING Status Applied Entered By Plan Approved issued Inspect Area Applicant CONTINUING LIFE COMMUNITIES LLC C/O RICHARD ASCHENBRENNER 800 MORNINGSIDE DR FULLERTON CA 92835 ISSUED 06/05/2008 KG 06/27/2008 06/27/2008 Owner CONTINUING LIFE COMMUNITIES LLC C/O RICHARD ASCHENBRENNER 800 MORNINGSIDE DR FULLERTON CA 92835 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 b?r 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 watei 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 EsGil Corporation In (Partnership with government for (Bwbfing Safety DATE June 17, 2008 JURISDICTION Carlsbad PLAN CHECK NO 08-0690 REV (PCR08-062) SET I PROJECT ADDRESS 1960 Silverleaf Circle PROJECT NAME La Costa Glen Recreation Building TI G AEEUfiANT a PLAN REVIEWER a FILE 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 [XJ 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 Esgil Corporation D GA D MB D EJ D PC Enclosures Original Approved Set O6/O9/2008 trnsmtl dot 9320 Chesapeake Drive Suite 208 * San Diego, California 92123 * (858)560-1468 + Fax (858) 560-1576 ©arlstead O8-069O REV (PCR08-O62) June 17,2OO8 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO O8-0690 REV (PCR08-062) PREPARED BY Bryan Zuppiger DATE June 17, 2008 BUILDING ADDRESS 1960 Silverleaf Circle BUILDING OCCUPANCY B/F1 TYPE OF CONSTRUCTION VN BUILDING PORTION revision Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) cb Valuation Multiplier By Ordinance Reg Mod VALUE ($) Plan Check Fee by Ordinance $12000 Type of Review I I Repetitive Fee ^~] Repeats Complete Review D Other r-n Hourly Structural Only 1 Hour* Esgil Plan Review Fee $9600 * Based on hourly rate Comments macvalue doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER PCR 08062 DATE 6/5/08 ADDRESS 1960 Silverleaf Circle RESIDENTIAL ADDITION- POOL/SPA MINOR (<17,000.00) TENANT IMPROVEMENT RETAINING WALL COMPLETE OFFICE BUILDING VILLAGE FAIRE OTHER Suspended ceiling revision PLANNER Gina Ruiz DATE 6/6/08 ENGINEER DATE II \AI]MIN\llirNTHI/l'U\\l\(;/l V,l\tl IIING AITIIIIULS