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Home My WebLink About2003 COSTA DEL MAR RD; ; CB063221; Permit12-28-2006 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB063221 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title Applicant 4 DESIGN 707 MISSION AVE OCEANSIDE, CA 92054 760-433-1785 2003 COSTA DEL MAR RD CBAD Tl Sub Type 2162100301 Lot# $1,440,000 00 Construction Type Reference # BALBOA EXTERIOR RENOVATION OF 48UNITCONDOMINUM COMM 0 V1 Status ISSUED Applied 11/08/2006 Entered By JMA Plan Approved 12/28/2006 Issued 12/28/2006 Inspect Area Plan Check* Owner MURPHY EDWARD A&JOY M REVOCABLE 2000 TRUST 775^ ANILLO WAY CARLSBAD CA 92009 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 $3,969 21 Meter Size $0 00 Add'l Reel Water Con Fee $2,579 99 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $30240 PFF (3105540) $0 00 PFF (4305540) $0 00 License Tax (3104193) $000 License Tax (4304193) $000 Traffic Impact Fee (3105541) $000 Traffic Impact Fee (4305541) $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $000 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 $000 $3500 $000 $000 $000 $000 $000 7? $6,886 60 Total Fees $6,886 60 Total Payments To Date $6,886 60 Balance Due-$000 BUJK>ING PLANS STORAGE .ATTACHED FINAL Inspector 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 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO EST VAL , OOP- Plan Ck Deposit Validated By Date ilvpiPROJECT INFORMAt 2003 Address (include Bldg/Suite #)Business Name (at this address) Legal Description -Z1C.* Z\ o (o\-Lot No Subdivision Name/Numb Unit No Phase No Total # of units Assessor's Parcel #Existmg Use Proposed Use SQ FTj*. <3* «••* exVrvev' .2. CONTACT PERSON (if different from applicant) ,«,- # of Stories # of Bedrooms # of Bathrooms ,CJ\. r Name 3,APPUCAlII Address pF"^:n.._Agent;forCon1ra.ipi City _O Owner State/Zip Telephone # .. SfOf Agent for Qwner^ Fax# rfii: (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to its issuance Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) Name , .llT-N I State License # T ltr>i Designer Name "State License # Address C3 1 License Class O Address City City I State/Zip 1 \ ACity Business License # • ' State/Zip Telephone # Telephone # f^^WORKER'S^IM^NSATION Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations ^ 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 foe which this permit is issued £/& I have and will maintain worker's compensation as required by Section 3700 of the labor Code for the performance of the work for which this permit is issued My worker's compensation insurance carrier and policy number are Insurance Company (jC\\]\,6ytif>r C^ Policy No I^C^MrZ- IVI ^ Expiration Date \'\~ Q I (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) D CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failuce-te-secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dbllars($100,000), irt ajroition to the cost of comperk^or^XJamages are provided for in Section 3706 of the Labor Code, interest and attorney's fei GNATURE |Cv3.^g-£S-Q. \ e ~\ " ~~ DATE_ 7. OWNER*U|LD|fDECLARATION™'™^r ™"iip" ; ^"' ' " 7™™"""; I hereby affirm that I am exempt from the Contractor's License Law for the following reason D I as owner of the property or my employees with wages as their sole compensation will d the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractors License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is sold within one year of completion the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) P 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 contractors) licensed pursuant to the Contractor's License Law) D 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 P YES P NO 2 I (have/have not) signed an application for a building permit for the proposed work 4 I plan to provide portions of the work but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / /ontractors license number) 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE WHITE File YELLOW Applicant PINK Finance PERMIT APPLICATldN CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad CA 92008 Page 2 of 2 fCOMPLETTEgHIS SECT1W FOR AfO*R£S/fleW^riSUILDINGPlRMifS ONLY • • •^^ _ Is the applicant or future building occupant required to submit a business plan acutely hazardous matenals registration for or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act' DYES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES D NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site' D YES D NO IF ANY OF THE ANSWERS ARE YES, 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 [8s* CONSTRUCTION LENDING AGENCY r."" ; ,jgS|,.f.i "•"",•" "'£*••£^v .... . . .v:.v^i-ivv. .". ':. ..>SmK8&;.?% •& ';•'* .HWi&K. .vi .. .. '..:K- '. «..iM&,^, ¥-ffi£^jv., . '. I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(1) Civil Code) LENDERS NAME LENDER S ADDRESS :9 APPlpANT CERTIFICATION .-.'..,: •;—««:• ""Tjjjj;, i^i^Mfc v.:i 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 authonze representatives 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, JUDGEMENTS, COSTS AND OSHA An OSHA permit is required for excavations of 5 0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 1 SQxtSiys (Section 106 4 4 Uniform Building Code) APPLICANT S SIGNATURE ^*&**C-? r~f ^*_~-+ DATE WHITE File YELLOW Applicant PINK Finance City of Carlsbad Final Building Inspection Dept Building Engineering Planning CMWD St Plan Check # Permit # Project Name Address Contact Person Sewer Dist Inspected /] Bv £/". Inspected Bv Inspected Bv Comments / CB063221 BALBOA EXTERIOR RENOVATION OF 48UNITCONDOMINUM 2003 COSTA DEL MAR RD Phone LC Water Dist CA tfl Date c/ T f KUt* — \ Inspected ^ /3>&~/'$7 1 ' lDate Inspected Date Inspected \' }* -&iz£L S^^ ~ aft 1?^-Jl I Date Permit Type Sub Type Lot 0 Approved Approved Approved 08/31/2007 Tl COMM Disapproved Disapproved Disapproved I I Inspection List Permit* CB063221 Type Tl Date Inspection Item 05/13/2008 89 09/04/2007 19 09/04/2007 29 09/04/2007 39 09/04/2007 49 06/29/2007 18 06/22/2007 13 06/22/2007 17 06/22/2007 17 06/22/2007 17 06/22/2007 18 06/08/2007 14 06/08/2007 16 06/08/2007 17 06/08/2007 18 06/05/2007 14 06/05/2007 17 06/05/2007 18 05/17/2007 13 05/17/2007 14 05/16/2007 13 05/16/2007 14 05/14/2007 14 05/14/2007 15 05/14/2007 16 05/07/2007 13 05/07/2007 14 05/07/2007 15 05/07/2007 16 05/04/2007 13 05/04/2007 14 05/04/2007 16 04/23/2007 13 04/23/2007 14 04/05/2007 14 03/07/2007 1 1 02/15/2007 11 02/12/2007 11 Final Combo Final Structural Final Plumbing Final Electrical Final Mechanical Exterior Lath/Drywall Shear Panels/HD's Interior Lath/Drywall Interior Lath/Drywall Interior Lath/Drywall Exterior Lath/Drywall Frame/Steel/Bolting/Weldm Insulation Interior Lath/Drywall Exterior Lath/Drywall Frame/Steel/Bolting/Weldm Interior Lath/Drywall Exterior Lath/Drywall Shear Panels/HD's Frame/Steel/Bolting/Weldm Shear Panels/HD's Frame/Steel/Bolting/Weldm Frame/Steel/Bolting/Weldm Roof/Reroof Insulation Shear Panels/HD's Frame/Steel/Bolting/Weldm Roof/Reroof Insulation Shear Panels/HD's Frame/Steel/Bolting/Weldm Insulation Shear Panels/HD's Frame/Steel/Bolting/Weldm Frame/Steel/Bolting/Weldm Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers COMM Inspector Act PD RB RB RB RB PC RB RB RB RB RB RB RB RB RB RB RB RB RB RB PY PY RB RB RB RB RB RB RB PY PY PY RB RB PC RB RB RB AP CO we we we AP AP we we we PA AP AP AP PA AP we PA PA AP NS NS PA PA PA we PA PA PA NS NS NS CO CO PA PA AP CO BALBOA EXTERIOR RENOVATION OF 48 UNIT CONDOMINUM Comments SEE NOTICE LATH COMPLETE COMPLETED BY RB & PC ALL OK OEXCEPT SW WALL COMPLETED OK EXCEPT EAST SIDE BY P C ON N, S, & WEST SIDE PER JOB CARD SEE JOB PLANS EAST SIDE OF BLDG OK @ TOWERS HDs @ TOWERS OK ROOF NAILING COMPLETE OK@NW&ESIDEOK SEE PLNS ROOF NAILING @ N TOWERS OK OK @ NW FRONT AREA SEE NOTICE SEE CARD ON SITE FTGS G @ UNITS 657 & 655 OK TO POUR @ COLUMNS NOT READY & MISSING TOO MUCH Tuesday, May 13, 2008 Page 1 of 1 City of Carlsbad Bldg Inspection Request For 09/04/2007 Permit# CB063221 Title BALBOA EXTERIOR RENOVATION OF Description 48 UNIT CONDOMINUM Inspector Assignment RB Type Tl Sub Type COMM Phone 7607037633 Job Address 2003 COSTA DEL MAR RD Suite Lot 0 Location Inspector OWNER MURPHY EDWARD A&JOY M REVOCABLE 2000 TRUST Owner Remarks Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By BILL Entered By JANEAN Act Comment Comments/Notices/Holds Associated PCRs/CVs Original PC# CV040406 CLOSED II-CONSTRUCTION W/OUT A PERMIT. UNIT 665 & 603 CV050728 CLOSED Z- CONDO/PII.ATL-S CLASS/ NO HI., PCR07016 ISSUED BALBOA- CHANGE SOM1-: WINDOWS & , 5 COLUMNS TO NON FIRE RATHD PCR07063 ISSUED BALBOA CONDOS DEFERRED ROOF TRUSS SUBMITTAL Inspection History Date Description Act Insp 06/29/2007 18 Exterior Lath/Drywall AP PC 06/22/2007 13 Shear Panels/HD's AP RB 06/22/2007 17 Interior Lath/Drywall WC RB 06/22/2007 17 Interior Lath/Drywall WC RB 06/22/2007 17 Interior Lath/Drywall WC RB 06/22/2007 18 Exterior Lath/Drywall PA RB 06/08/2007 14 Frame/Steel/Bolting/Welding AP RB 06/08/2007 16 Insulation AP RB 06/08/2007 17 Interior Lath/Drywall AP RB 06/08/2007 18 Exterior Lath/Drywall PA RB Comments LATH COMPLETE COMPLETED BY RB & PC ALL OK OEXCEPT SW WALL COMPLETED OK EXCEPT EAST SIDE CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE LOCATION PERMIT NO (760) 602-2700 1635 FARADAY AVENUE TjME A . ,, :OR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? i_J YES :OR FURTHER INFORMAIION, CONTACT PHONE CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For 04/23/2007 Permit* CB063221 Inspector Assignment RB Title BALBOA EXTERIOR RENOVATION OF Description 48 UNIT CONDOMINIUM Type Tl Sub Type COMM Phone 9492443156 Job Address 2003 COSTA DEL MAR RD Suite Lot 0 Location Inspector OWNER MURPHY EDWARD A&JOY M REVOCABLE 2000 TRUST Owner Remarks Total Time Requested By BILL Entered By CHRISTINE CD Description Act Comments 13 Shear Panels/HD's 14 Frame/Steel/Boltmg/Weldmg Comments/Notices/Holds . Associated PCRs/CVs Original PC# CV040406 CLOSED ] I-CONS I RUC I ION W/Ol! I' A I'l.'RMIT UNIT hfo & 663 CV050728 CLOSED 7- CONUO/I'ILATI S CLASS/ NO UL PCR07016 ISSUED UAI.HOA- CTIANCJE SOMK WINDOWS & 5 COLUMNS TO NON TIKI- RATIil) PCR07063 ISSUED HAI BOA CONDOS DI-l-rRRHD ROO1; TRUSS SUBMITTA1. Inspection History Date Description Act Insp Comments 04/05/2007 14 Frame/Steel/Bolting/Weldmg PA PC SEE CARD ON SITE 03/07/2007 11 Ftg/Foundation/Piers PA RB FTGS G @ UNITS 657 & 655 OK TO POUR 02/15/2007 11 Ftg/Foundation/Piers AP RB ©COLUMNS 02/12/2007 11 Ftg/Foundation/Piers CO RB NOT READY & MISSING TOO MUCH NOTICE CITY OF CARLSBAD (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE ^ " %~ ? ~^ TIME __ LOCATION PERMIT NO etr— / ft FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE1' _ J YES FOR FURTHER INFORMATION, CONTACT fS /"/ PHONE I f ^" BU;LDINGJJNS'!ECTOR CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For 03/07/2007 Permit* CB063221 Title BALBOA EXTERIOR RENOVATION OF Description 48 UNIT CONDOMINUM Inspector Assignment RB Type Tl Sub Type COMM Job Address 2003 COSTA DEL MAR RD Suite Lot 0 Location Phone 9492443156 Inspector OWNER MURPHY EDWARD A&JOY M REVOCABLE 2000 TRUST Owner Remarks Total Time CD Description 11 Ftg/Foundation/Piers Act Comment £* Requested By BILL Entered By CHRISTINE <V" 1 Comments/Notices/Holds Associated PCRs/CVs Original PC# CV040406 CLOSED H-CONSTRUCTION W/OUT A PERMIT, UNIT 665 & 663 CV050728 CLOSED Z- CONDO/PILATES CLASS/ NO BL PCR07016 ISSUED BALBOA- CHANGE SOME WINDOWS & , 5 COLUMNS TO NON FIRE RATL'D Inspection History Date Description Act Insp Comments 02/15/2007 11 Ftg/Foundation/Piers AP RB ©COLUMNS 02/12/2007 11 Ftg/Foundation/Piers CO RB NOT READY & MISSING TOO MUCH > Testing Services & Inspection, Inc. 3030 Main Street San Diego, CA 92113 (619) 234-9904, Fax (619) 234-4931 VISUAL INSPECTION REPORT .^-^ ' / %. , ContractorDoingReported WoiCA>fcftd,£^ "\~^£ l'''*^ ~t.. * Other Lab Receiving & Testing Constr Mat'l Samples Other MAT'L SAMPLING QTY ^JMfr'L DESCRIPTION INSPECTION CHECK LIST Shop Concrete Cyinidcre Pirn/Specs Coocrctc Mortar a ConaMn/PSI Stractml Steel droutSi ConaMix/PSI ^^fCfl Thread Bolts fSrcproofing Laps PilePnvna Rdnforcma Steel Consolidation Roofing Pircproofiim H.&Bote TonpieAppHed Specufty Asphjft Concrete TscaooAppSed Soils Techmaan Roofing Steel BoftPuO-Out Steel Fireproof DrflledBofa 'I' PieMrea Concrete High Strength Bolts Umt» Block Coneebve t* "TSposy Boh <t T)s>Other UmtBnch OSHPD O&er MctaSDcck OSA Other RxgnfrTcndons CoircctioDS Complete Mechanical Other Electrical Other Other Batch Plant Other Inspection Date -3 -r<* //<*. ~r ' / -46 K2?i'3. CBEtnFICATtON OF COMPLIANCE. All of the reported weak, (mlesa otherwise noted, compEet wrth approved phms, speoficatKins and applicable sections of the bidding codes. report only COVCIB foe locfluoos 01 tttc wont impccted onfl ctocs not coTHututc oijpiittiiivt opimoo or project control* CERTIFICATE NUMBER!)/• NOTE. Inapeedoai based on a 4-honr mtolmain, actual time after 4 hours; 2 hour sKfow np mlrilninm'foFj^c^eB^o^sr'OvertlmejeffeftlvD oh Satnrd double time on Sunday ^ Time («) Start Time (») Stop Client Signature ***//./*. City of Carlsbad Bldg Inspection Request For 02/15/2007 Permit* CB063221 Title BALBOA EXTERIOR RENOVATION OF Description 48 UNIT CONDOMINUM Inspector Assignment RB Type Tl Sub Type COMM Job Address 2003 COSTA DEL MAR RD Suite Lot 0 Location Inspector OWNER MURPHY EDWARD A&JOY M REVOCABLE 2000 TRUST Owner Remarks Phone 9492443156 Total Time CD Description 11 Ftg/Foundation/Piers Act Comment Comments/Notices/Holds Requested By BILL Entered By CHRISTINE Associated PCRs/CVs Original PC# CV040406 CLOSED Il-CONSTRUCTION W/OUT A PERMIT, UNIT 665 & 663 CV050728 CLOSED 7..- CONDO/PILATES CLASS/ NO BL, PCR07016 PENDING BALBOA- CHANGE SOME WINDOWS & . 5 COLUMNS 'I O NON FIRE RATED Inspection History Date Description Act Insp Comments 02/12/2007 11 Ftg/Foundation/Piers CO RB NOT READY & MISSING TOO MUCH Testing Services & Inspection, Inc. 3030 Main Street SanDtego, CA 92113 (619) 234-9904, Fas («I9) 234-4931 VISUAL INSPECTION REPORT -s -f*^-a •/• JProjectName Project Address <f *AS /2- Architect -. gjT Engineer-A General Contractor ,J /k/<^. File Number Job Number Contractor Doing Reported Work Other Lab Receiving & Testing Constr Mat' I Samples Other ^INSPECTION MAT'L SAMPLING QTV MAT'L DESCRIPTION INSPECTION CHECKLIST Field Shop Concrete Concrete Cyimden ContMisflPSI ' Rian/Spicn Structural Steel Conc,Mix/PSI Mmonry Masonry Pnsins &foso>By Block AnihrtuxiBota Sizes Fireproonnft Grout Mix/PS!Laps PileDnvinR RetnforetnK Steel Mortar Type/PSI Coasobdabon Roofing Speciahy Asphalt Concrete Electrode Torque Apphcd Tension Sofls Tecfcrnoan BoitPufl-Out Roofing Steel Steel High Strength goto Fireproof DriUtd Holes SiA^wstress Concrete Umts Block Corrective Action OSHPD Other UmtBnck Other OSA Other ^Rcinf. Tendons Coirecfaoat Complete Mechamcal Otlier Htctneal Other Other notcuPIcnt Other Other Inspection Date :?__JL / 4-f ,yw- .// //•U.d36LL£-JLLjL.'*A< (O ?—•••*• •g*jj-*«v» >*>'V X^>'-£l» ^st'.s&rtSSt S ^^ f . (f/ | CERTIFICATION OF COMPLIANCE All of the reported work, unless otherwise noted, complies with cpprovej plans, spcctfioabons and applicable seoftr.ns of (he bu3dmg codi | report only covets fee locations of tfa wojrjt mspected and does not constitute enameenng opinion or project control. INSPECTOR NAME C>^3£?/*££ ^(' •^<£/<l<2~erJlj~~-- ' ] INSPEQJQR'S SIGNATURE CERTIFICATE NUMBER > <r"<~£ 3-«2—^a^J~.I NOTE. Inspections based on R 4-feour minimum, actonl time after 4 hours, 2 hoar snow nj> minimum^ I doable time on Snndaj ie effecth1® on Sati i Time (s) Stop_ .... i Dal* City of Carlsbad Bldg Inspection Request For 02/12/2007 Permit* CB063221 Inspector Assignment Title BALBOA EXTERIOR RENOVATION OF Description 48 UNIT CONDOMINUM Type Tl Sub Type COMM Phone 9492443156 Job Address 2003 COSTA DEL MAR RD Suite Lot 0 Location Inspector OWNER MURPHY EDWARD A&JOY M REVOCABLE 2000 TRUST Owner Remarks Total Time Requested By BILL Entered By CHRISTINE CD Description Act Comment . ^* -* 4 11 Ftg/Foundation/Piers *Tb* Comments/Notices/Holds Associated PCRs/CVs Original PC# CV040406 CLOSED H-CONSTRUCTION W/OUT A PERMIT, UNIT 665 & 663 CV050728 CLOSED Z- CONDO/PILATKS CLASS/ NO BL, PCR07016 PENDING BALBOA- CHANGE SOME WINDOWS & , 5 COLUMNS TO NON FIRE RATED Inspection History Date Description Act Insp Comments CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE (760) 602-2700 1635 FARADAY AVENUE TIME LOCATION PERMIT NO FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? L^ YES FOR FURTHER INFORMATION, CONTACT PHONE CODE ENFORCEMENT OFFICER "A Quality Assurance Firm" TESTING SERVICES 6- INSPECTION INC. 3030 Main Strvet San Diego, CA 92113 (619) 234-9904 (619) 234-4931 Fax VISUAL INSPECTION REPORT Project Name EXTERIOR RESTORATION EXISTING 48 UNIT CONDOMINIUM Project Address 2003 COSTA DEL MAR ROAD Permit Number CB063221 Architect K L CHRISS Enmneer ASCENT GROUP File Number N/A General Contractor JWC lob Number N/A Contractor Doing Reported J\VC Other N/A Lab Receiving & Testing Conslr Mat'l Samples N/A Other N/A INSPECTION MAT'L SAMPLING QTY MAT'L DESCRIPTION INSPECTION CHECK LIST Field Shop Concrete Cylinders Reinforcing Steel A 615 GR 60 #5 Plan/Specs Concrete Mortar Samples Cone Mix/PSI Clearances Structural Steel Grout Samples Cone Mix/PSI Positions Masonry Masonrv Prisms All Thread Bolls Sizes Fireproofing Masonrv Block Grout Mix/PSI Laps File Driving Reinforcing Steel Mortar Type/PSl Consolidation Roofing Fireproofing H S Bolts Torque Applied Specially Asphalt Concrete Electrode Tension Applied Soils Technician Roofing Steel Epoxy SIMPSON" Bolt Pull Out Steel Fireproof Drilled Holes PER PLAN Pre stress Concrete High Strength Bolls Units Block Corrective Action Epoxy Dowel Other Unit Brick OSHPD Other Metal Deck OSA Other Rcinf Tendons Corrections Complete Mechanical Other Other Electrical Other Epoxy SIMPSON Batch Plant Other Other Inspection Date 2-08-07 ON SITE FOR EPOXY REINFORCING STEEL DOWEL INSTALLATION INSPECTION VERIFIED HOLE SIZE AND DEPTH OBSERVED HOLE CLEAN OUT WITH COMPRESSED AIR AND BRUSH MONITORED EPOXY DOWEL INSTALLATION PROCEDURES IN THE FOLLOWING LOCATIONS > (173) #5 REINFORCING STEEL DOWELS FOR NORTH AND SOUTH TOWERS AND COLUMNS INTO EXISTING FOOTINGS SIMPSON STRONG TIE SET 22 EPOXY ICC #4995. > EMBED AS PER APPROVED PLANS 6"-S/6 CERTIFICATION OF COMPLIANCE All of the reported work, unless otherwise noted complies with approved plans specifications and applicable sections of the building codes This report only covers the locations of the work inspected and does not constitute engineering opinion or project control ' ' " " ' INSPECTOR NAME STANLEY SCHLAGER CERTIFICATE NUMBER 45S INSPECTOR'S SIGNATURE NOTE Inspections based on a 4-hour minimum, actual time after 4 Iiours72lroiir show up iplniimiin for job Ciincc'llati^H!fTf)vcrtime*effective on Saturdays, double tune on Sunday SUBMITTED TO JWC/CITY OF CARLSBAD "A Quality Assurance Firm" TESTING SERVICES & INSPECTION INC. 3030 Main Street San Diego, CA 92113 (619) 234-99O4 (619) 234-4931 Fax VISUAL INSPECTION REPORT Project Name EXTERIOR RESTORATION EXISTING 48 UNIT CONDOMINIUMS Project Address 2003 COSTA DEL MAR ROAD Permit Number CB063221 Architect 4 DESIGN ARCH & PLANNING Engineer ASCENT GROUP File Number N/A General Contractor JOHN WAYNE CONSTRUCTION Job Number N/A Contractor Doing Reported QUICKEN PAVING Other N/A Lab Receiving & Testing Constr Mat'l Samples N/A Other CITY OF CARLSBAD INSPECTION MAT'L SAMPLING QTY MAT'L DESCRIPTION INSPECTION CHECK LIST Field Shop Concrete Cylinders Reinforcing Steel A 615 GR 60 #5 Plan/Specs A-02/S2 Concrete Mortar Samples Cone Mix/PS!Clearances Structural Steel Grout Samples Cone Mix/PSI Positions Masonry Masonrv Prisms All Thread Bolts Sizes Fireproof! ng Masonrv Block Grout Mix/PSl Laps Pile Driving Reinforcing Steel Mortar Type/PSl Consolidation Roofing Fireproollng H S Bolls Torque Applied Specialty Asphalt Concrete Electrode 7018 Tension Applied Soils Technician Roofing Steel A 53 A 36 & 4" STANDARD PIPE Epoxy SIMPSON SET 22 Bolt Pull-Out Steel Fireproof Drilled Holes PER PLAN Pre-stress Concrete High Strength Bolls Units Block Corrective Action • ' Epoxy Bolt & Dowels <Other Unit Brick OSHPD Other Metal Deck OSA Other Reinf Tendons Corrections Complete Mechanical Oilier Other Electrical Other Epoxy SIMPSON ICC 1727 Batch Plant Other Other Inspection Date 3-06-07 ON SITE FOR EPOXY ANCHOR AND DOWEL INSTALLATION INSPECTION VERIFIED HOLE SIZE AND DEPTH OBSERVED HOLE CLEAN OUT WITH COMPRESSED AIR AND BRUSH MONITORED THE EPOXY ANCHOR AND DOWEL INSTALLATION PROCEDURES IN THE FOLLOWING LOCATIONS > (15) FIFTEEN #5 REINFORCING STEEL DOWEL NORTH FOOTINGS > (32) THIRTY-TWO 5/8" ALL THREAD ANCHORS, NORTH COLUMN AT ENTRY WAY, EAST AND WEST GUARD RAIL WALLS AT CANTILEVERED CONCRETE DECKS SIMPSON STRONG TIE SET 22 EPOXY ICC 1772, EXPIRES 8/08 EMBED AS PER APPROVED PLANS CERTIFICATION OK COMPLIANCE All of the reported work, unless otherwise rioted, complies with approved plans specifications and applicable sections of the building codes Tins rcporfonly covers the locations of the work inspected and does not constitute engineering opinion or project control - - - _ . INSPECTOR NAME STANLEY SCHLAGER CERTIFICATE NUMBER 455 INSPECTOR'S SIGNATURE NOTE Inspections based un a 4-hour minimum, actual time after 4 hours, 2 hour show^fff mmifhum for job correlations Overtime effective on Saturdays, double time on Sunday SUBMITTED TO CITY OF CARLSBAD/JOHN WAYNE CONSTRUCTION EsGil Corporation In (Partnership with government for (BuiUing Safety DATE 12/21/06 a APPLICANT a JURIS JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 06-3221 SET III PROJECT ADDRESS 2003 Costa Del Mar Rd. PROJECT NAME Existing 48 Unit Condominium, Exterior Restoration I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes !X] 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 HI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck I I The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Scott Estacion Tekfeph/zme # In person Date contacted 12/21/06 (by CM) ]//Fax # Mail Telephone Fax In Person IT /" REMARKS City staff to verify that the building area as listed is within the limits of the building area as per the current code. The^iddition of the entrance tower will put the building area over the allowable. Howeven; the new tower area replaces an existing tower that was legal at the time the building was originally constructed. By Chuck Mendenhall Enclosures Esgil Corporation D GA D MB D EJ D PC Walk In trnsmtldot EsGil Corporation In Partnership with government for Quitting Safety DATE 12/14/06 O_AEEJJCANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 06-3221 SET II PROJECT ADDRESS 20O3 Costa Del Mar Rd. PROJECT NAME Existing 48 Unit Condominium, Exterior Restoration The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes I | 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 The applicant's copy of the check list has been sent to Kenneth Cnss, Architect, Att'n Scott Estacion 707 Mission Ave , Oceanside, CA 92084 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 Scott Estacion Telephone # (760)433-1785 Date contacted /^//7W(byX^) Fax # (760)433-2810 Mail Telephone Faxy In Person REMARKS By Chuck Mendenhall Enclosures Esgil Corporation D GA D MB D EJ D PC 12/7/06 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 *• (858)560-1468 * Fax (858) 560-1576 Car.lsbad 06-13221' 12/14/06 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold are current. 2 It appears that the building exceeds the allowable floor area for R1 occupancy, three stores , type V-1HR building The allowable area is 42,000 sq ft for 3 story with yards on 3 sides. The actual area is listed as 48,256 for the 3 stories above the basement Provide a justification to allow addition area for the new entrance area and misc other extensions of the building The response does not address the code requirement. The response was generally that the towers added are architectural features and do not increase the floor area. This is not true of the new entrance tower which must be included in the building area. The area of the building appears to exceed the allowable Additional area may not be added to the building that does not comply with the code. • STRUCTURAL 5 Complete the attached special inspection program form for the installation of the epoxy grouted bolts The response was " Special inspection Program form completed. See the attached" I did not find a copy of the Carlsbad form with the plans. The format for special inspection included on the cover sheet is not consistent with the Carlsbad form. See the attached. 6 Detail drag connection for the entry tower framing extending to the floor diaphragm at each floor level similar to what is shown on sheet S5 at the roof diaphragm Otherwise the H/L ratio of the narrow shear walls exceeds the code limits of 2 1 The response indicates " Drag connections at all new framing detailed, see detail 12/S6" The detail 12/S6 does not depict a drag connection. See sheet 85 at the roof framing showing MSTI48 drag and twist straps to 2-2X8 at existing roof. Provide similar drag connection for the entry tower framing at the floor diaphragm. END OF REVIEW 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 Chuck Mendenhall at Esgil Corporation Thank you City of Carlsbad' «^ "" ••^•••(••••••••••i^MMlMttBHHB u t Id \ n y Q t? p. BUILDING DEPARTMENT NOTICE Of JtEOUlREMJENT FOjH SPEflAL INSPECTION Do Not Remove RroinPiaiw J<* Address or Legal Description 2OO3 Costa Del Mar Rd. Owner 'foorYi U^6Jfc HO.4 Address *?-&&_'$ You are horaby notified ttat in addition to iha inqsecdoaof «oastructian provided by the BuildiagDepattmmt, an approved Roistered Special Inspector is required to provide cwtiuaons inspection daring the perfiwmance of (he photos of constructwc indicated on fee nvarao side of ftt s sheet. The Registered Special Inspector shall be approved by the COy of Carlsbad Building io the isroaiM»0f fte fe^^ concent certification from the City of San Diego. Lo« Angfltes, or ICSO are Approved as Special iD^ecUm for the type ofconstniction for which they wecraiufied. Tte inq)ecttons by a Special lospectordo not change the rcquirenieiU8ft<rinspecdojM&y personnel of Ac Cftyof Carishad biiftdtqg dqpartotait The iaapectiojas by a Special inspector ate maddihon to the fa^ertkmsnonnaUyitqmred by the O«m^ Code. The Special Inspector is net authorized to inspect and approve any work other than mat for which he/she b specifically assigned to itupect. The Special Inspector is nut authorized to accept alternate materials, structural changes, or any lequeste lot plan cfaaflges. The ^eaalfiispftMorlsieqinwd to submit written reports to the City of Carlsbad boildrag d^anmcnt of all woifc tut be/ahe nupected and approved The final inspection appnoval will not be given until all Special Inspection reports nave been received and approved by the CHy of Carisbad burikung department Please submit the names of die inspectors wbo wilt parfbnn the special inspections on each of the items indicated on the reverse side of this sbceL (over) 9QO/ Cari^wd 06-3231 1 1/27/06 SPECIAL INSPECTION PROGRAM ADDRESS OR LEOAL DESCRIPTION:-. 1X\ VS-? PLAN CHECK NUMBER: Ofc - 3>2.~Z \ OWNER'S MAME;U (!od«. I, as tfiapMNi&ror agent of the owner (contractors may oat emptoy (he apactai Inspector), certify that f, or theaiphttecttengfrteer of record. virfU be respon^bte for ernpioytag flte spedd fnapector(s) as required by Uniform BufeTmg Code <UBC) SecSm 1701.1 for the construction project tocated at th« site Gated above. UBC Section 108.3.6. 1, as flit cogjaeerfnclittect of record, certify that I have prepared the foifcnring qwtial i UBC Section 106.3.5 for flic constnunuiet project located at the sitettstoA above. Signed 1. Soils Cotnpffanee Prior to Fountfatfon Inspectio Structural Concnrta Over 2SOO P8I Masonry O«o(9ier Spacifted /Epoxy Anchors r%eproof?n0 A. MIQGBT mm^fmmmf^tm •*•> I O Ottiar special tosp«cBoi» Hated above: f A 1Z0S<f B. C. 3. Duties of ftw special rnsp«ctor» for Oie work listed above; A- SPECIAL IA/Sf>£Cri0&> Of WK.£BAfi D4ILL&& <fS£T 6. C. str ft5rapp^ 500/ 900'4 OOOZ'il'AOK EsGii Corporation In Partnership with government for Quitting Safety DATE 11/27/O6 a AgEUCANT JURISDICTION Carlsbad a"?LAfTREVlEWER a FILE PLAN CHECK NO 06-3221 SET I PROJECT ADDRESS 2003 Costa Del Mar Rd. PROJECT NAME Existing 48 Unit Condominium, Exterior Restoration I | 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 resubm/tted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person XI The applicant's copy of the check list has been sent to Kenneth Criss, Architect, Att'n Scott Estacion 707 Mission Ave , Oceanside, CA 92084 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 Scott Estacion Telephone # (760)433-1785 Date contacted ijj.»/ofe(by ^ ) Fax # (760)433-2810 Mail Telephone ^ Fax ^ In Person REMARKS By Chuck Mendenhall Enclosures Esgil Corporation D GA D MB D EJ D PC 11/14/06 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 + Fax (858) 560-1576 Carlsbad O6-3221 11/27/06 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO 06-3221 JURISDICTION Carlsbad OCCUPANCY Rl USE Condominium TYPE OF CONSTRUCTION V-1HR ACTUAL AREA 48,256 ALLOWABLE FLOOR AREA 42,000 STORIES 3 plus basement HEIGHT 43ftapprox per UBC SPRINKLERS'? unknown OCCUPANT LOAD no change REMARKS Provide justification for allowable area The remodel involves some additional floor area DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION ESGIL CORPORATION 11/14/06 DATE INITIAL PLAN REVIEW PLAN REVIEWER Chuck Mendenhall COMPLETED 11/27/O6 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments Clearance from those departments may be required prior to the issuance of a building permit Code sections cited are based on the 2001 CBC, which adopts the 1997 UBC The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e . plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw dot Carlsjjad 06-3221' '11/27/06 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 1 The occupancy classification of this multifamily, condominium building is R1 occupancy Revise the occupancy classification listed on sheet CS 2 It appears that the building exceeds the allowable floor area for R1 occupancy, three stores , type V-1HR building The allowable area is 42,000 sq ft for 3 story with yards on 3 sides The actual area is listed as 48,256 for the 3 stories above the basement Provide a justification to allow addition area for the new entrance area and misc other extensions of the building 3 Show on sheet A-09 a mm of 36" clear working space in front of the electrical equipment within the new enclosure STRUCTURAL 4 Show on the foundation details 13, 14 & 15/S6 that the 5/8" anchor bolts will have 2X2X3/16 sq washers 5 Complete the attached special inspection program form for the installation of the epoxy grouted bolts 6 Detail drag connection for the entry tower framing extending to the floor diaphragm at each floor level similar to what is shown on sheet S5 at the roof diaphragm Otherwise the H/L ratio of the narrow shear walls exceeds the code limits of 2 1 7 Note on the plans that the roof trusses are a deferred submittal item The design and construction details for the trusses must be submitted to the Building Dept for review and approval prior to framing inspection END OF REVIEW 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 Chuck Mendenhall at Esgil Corporation Thank you Carlstiad O6-3221" '11/27/06 City of Carlsbad Building Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No O6-3221 Job Address or Legal Description 2O03 Costa Del Mar Rd. Owner Address You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect The Special Inspector is not authonzed to accept alternate materials, structural changes, or any requests for plan changes The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet (over) CariClMUl Oft-3221 11/27/06 SPECIAL INSPECTION PROGRAM - 1X\ VUl.ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: &&>* SZ7.N OWNER'S MAME:U. employ (he apecM Inspector), certify that f , or th* the special (nspectar(s) as required by UniformaiphflBcffenglnMf of record, \w8 be responsible for eipwyvig «w» spueiw uoj«iwui\a/«» H=i4iiu«v »/y WUHVUH BtnKbig Code (UBC) SfiCSwi 1701.1 for fce consfructwn project located at th« cite r«*Bd above. UBC Section 108^.5. as reqoued by1, as Ac /mMtea of record, certuy that I tow prepared tte ft Itowing special UBC Section 106 35 fbr flic consinuaoaiWQCst located at the site toted above. BfaTI rffa Soils CompOaoce Prior to Foundation liuiMctloa C Sir ral Concnrt* Over 2500 P8I Coacaatg Structural NbMoniy Expanolon/Epoxy Anchors fipfaywf>Qn Ffraprooftng U Other 2, A. B. C. Mft/HfA/L 9. Duttes of fhe special insp«c«n» for the work listed above: A. SPECIAL INSPECTION of Wi* R.EBA& B. C. EJLIJTIUG F401M&, L iK/jf>dC.Tl0«J o ?%&'*$ rtHL&A DeO 606S&T etsxv trnpcctow «h«o ofndk h ««h Aft Oty and iwoMrrt «M»r 900/ 900'd 0696« City of Carlsbad B u i I d i n y D e p a BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove FroiaWamu 2OO3 Coata Del Mar Rd. Owasr fcBW gjffifcJHOi* Address ^C*S> ^ 6* You are hereby notified that ioteddition to the inspe^n of construction provided fay the Building Department, an approved Re^stered SpccbUnspector is leojotirad to provide continuon* inspection during the pcrfbnnance of the phases of cDinstw«6ottjB8iicBDed on fee ravnso Aide of tttis sheet. " ' ' PqartuMattpriortolhe issuancftof tbe building pwmh. Special hnpcctora having conent certification fiom ihe City of San DicgO. Los Angela^ or ICBO toe dppnvad as Special inspecton fe*e type of canatroctton for wlucli they are certified. The inspections bya Special Inspe pwsonndof theOtyof Caiisbad biiiMingdepaitroent The inapections by a Special Inspector are m addition to die inqpectjoas nomully required by the County Building Code. Special bwpcctw is not aufhorteod to inspect and approve any work other than that for which he/she is specifically assigned fa {aspect. The Special Inspector is not authorized to accept alternate materials, stmcttual change^ or any «questo Air plan changes. The ^peeiai Inspector is t«q«ired to submit written vepom to the City of Carlsbad budding department of all wwk ftat he/she inspected and approved The final inspection approval will not be given until all Special Inspection reports nave been received and approved by the City of Coriribad building department Please submit the names of die inspectors woo will perlonn the ^cddbsptchoos on mch of the itcitos indicated on the revaae side of this sheet (over) OOOZ'tVAOK 900/ SOO'J 069fr* Carlsbad 06-3221 11/27/06 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO 06-3221 PREPARED BY Chuck Mendenhall DATE 11/27/06 BUILDING ADDRESS 2003 Costa Del Mar Rd. BUILDING OCCUPANCY Rl, S3 TYPE OF CONSTRUCTION V-1HR BUILDING PORTION Ext remodel Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq Ft ) NA cb Blda Permit Fee bv Ordinance ^ Valuation Multiplier City est By Ordinance Reg Mod VALUE ($) 1,440,000 1,440,000 $3,969 21 Plan Check Fee by Ordinance Type of Review I I Repetitive FeeRepeats Complete Review D Other i—I Hourly Structural Only Hour* Esgil Plan Review Fee Comments $2,57999 $2,222 76 Sheet 1 of 1 macvalue d PLANNING/ENGINEERING APPROVALS PERMIT NUMBER ADDRESS RESIDENTIAL ADDITION MINOR « $10.000.00) TENANT IMPROVEMENT PLAZA CAMINO REAL COMPANY STORES VHLACE FAIRB OFFICE BUILDING OTHER PLANNER DATE Usr DATE Carlsbad Fire Department BUILDING DEPT COPY Plan Review Requirements Category TI, COMM Date of Report 12-06-2006 Reviewed by Name Address Permit # CB063221 Job Name BALBOA EXTERIOR RENOVATION OF Job Address 2003 COSTA DEL MAR RD CBAD 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 CON0001761 [MET] **APPROVED 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 12/06/2006 By GR Action AP ASCENT CIVIL & STRUCTURAL ENGINEERING Boulder Denver San Diego Winter Park STRUCTURAL CALCULATIONS ADDENDUM Fourth La Costa 2003 Costa Del Mar Road Carlsbad, CA Exterior Renovation Three-Story Condo December 4, 2006 Prepared for 4Design Architecture and Planning PO Box 848 Oceanside, CA Prepared By Ascent Group, Inc 2221 S El Cammo Real Oceanside, CA 92054 760-926=0738 E Christopher Lattimer, P E CIVIL £ STRUCTURAL ENGINEERING WWW A.SCENTCRP COM Job No Project U& Date \0 Ife ^ Page. . By *-3 rl Ch'k. E±SS-1 uLilLl^s^ri:--fax^filr^f i£;V ~ ~(ffii?#H-J -^— ->- H. f:: .H^iWI/MM^i'zt^^rrl:;:!:- l r ;:::.:::::|T : ±d ::.T..|:;z:r t..i: ztj :•:—r-.- 4-I—: - 4-. ~- -i - -l-i-.-i.—i- ^yl.:i:[.T::.^pfrF-;^i.^;t^gg^i:'i^^^^ _J_/->)«!&JE. -.-4— jei^-x^u-j./; i-iai: &(/; ' : ^^'TlO^M' '•' '' T • •; ~H._i_. .j r-l -• --f-Hy if fe-'-J ' ' ..j.._, ..... fi T ."c- 1 -H ..... i -t t? -,-5 : ,.4-. -.••... -! i -7.....K-' i .' ! • -1 j I .1 t« I *?; - •- -••• T :— ;- 4. 4. ~t-t- BOULDER DENVER SAN DIEGO WINTER PARK SFA ^jNASCENT CIVIL & STRUCTURAL ENGINEERING WWW ASCENTCRP COM Job No Project Date I* - .By Ch'k fl ' -..-.-f- i--i ;--: - -.:— - .-,.-: , • ..r.---^7H i T-1 =T:_-:; -i-t —/-«U -;• i -f ~r -7--'- •;— 1 f 1-; • \- ;-fb-f- -- I••••»-' —-L ._f _....;...j...lMj.£... '•Y-i- fc-^l: -U:-4-: J--V--J --i—(-•• i...;_...i._... i... i... -i-i-: - i i-,_. -r T r . 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'._ J i i : : ' I 1 BOULDER DENVER SAN DIEGO WINTER PARK ASCENT Title Fourth La Costa Dsgnr LM Description Scope Date Job# 825AM, 4 DEC 06 CIVIL & STRUCTURAL ENGINEERINGRev 580004 User KW-0604145 Ver 5 8 0 1-Dec-2003(c)1983-2003 ENERCALC Engineering Software General Timber Beam Page 1 calcs ecw Calculations Description Hanging Wall Beam j General Information Full Section Name 4x14 Beam Width Beam Depth Member Type Bm Wt Added to Loads Load Dur Factor Beam End Fixity Wood Density Length Uniform Loads Center DL Left Cantilever DL Right Cantilever DL Code Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000 Base allowables are user defined 3 500 in 13250m Sawn 1 250 Pin-Pin 40000pcf Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, Fb Base Allow Fv Allow Fc Allow E 208 00 #/ft LL #/ft LL #/ft LL 1600ft Lu ft Lu ft Lu No 2 900 0 psi 1800psi 625 0 psi 1,6000ksi 4800 #/ft #/ft if/ft 1600 ft 000 ft 000 ft Span= 16 00ft, Beam Width Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max M allow fb 1,008 19 psi Fb 1,053 83 psi Beam Design OK = 3 500m x Depth = 13 25m, Ends are Pin-Pin 0957 1 86k-ft 90 k-ft 8 60 k-ft at 000 k-ft at 000 k-ft 000 k-ft 899 fv 60 1 1 psi Fv 225 00 psi Maximum Shear * 1 8000ft 0000 ft Reactions LeftDL Right DL Allowable Shear Camber 1 77 k 1 77k 5 ©Left @ Right ©Left @ Center @ Right Max Max 28k 104 k 2 15k 215k 0000 in 0450m 0000 m 215k 215k Deflections Center Span Dead Load Deflection -0 300 in Location 8 000 ft Length/Defl 639 9 Camber ( using 1 5 * D L Defl) @ Center 0 450 in @ Left 0 000 in 0 000 in Total Load -0 365 in 8000ft 52571 Left Cantilever Deflection Length/Defl Right Cantilever Deflection Length/Defl Dead Load 0 000 in 00 0 000 in 00 Total Load 0 000 in 00 0 000 in 00 ASCENT Title Fourth La Costa Dsgnr LM Description Scope Date Job# 8 25AM, 4 DEC 06 CIVIL & STRUCTURAL ENGINEERINGRev 580004User KW-0604145 VerSBO 1-Dec2003(c)1983-2003 ENERCALC Engineering Software General Timber Beam Page 1 calcs ecw Calculations Description Cantilevered Roof Beam (Stair Tower) General Information Code Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA sooo Base allowablesare user defined Section Name LVL 5 250x14 000 Center Span 1000fi Lu 1000ft Beam Width 5250m Left Cantilever 750ft Lu 750ft Beam Depth 14000m Right Cantilever ft Lu 000ft Member Type Manuf/So Pine Truss Joist - MacMillan, MicroLam 1 9 E Fb Base Allow 2,600 0 psi Load Dur Factor 1 250 Fv Allow 285 0 psi Beam End Fixity Pm-Pm Fc Allow 750 0 psi E 1,9000ksi Full Length Uniform Loads Center DL 16800#/ft LL 16800 #/ft Left Cantilever DL 32800#/ft LL 16800 #/ft Right Cantilever DL #/ft LL #/ft Point Loads Dead Load 2,520 0 Ibs Ibs Ibs Ibs Ibs Ibs Live Load 504 0 Ibs Ibs Ibs Ibs Ibs Ibs distance -7500ft 0000ft 0000ft 0000ft 0000ft 0000ft Ibs Ibs 0000ft | Summary 1 ^^j^l^j^^^^iJa^^^iggEBaSgiJ^ES^ Span= 1 0 00ft, Left Cant= Max Stress Ratio Maximum MomentAllowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max M allow fb 2,563 03 psi Fb 3,172 17 psi 7 50ft, Beam Width = 5 250m x 0808 1 -36 6 k-ft 45 3 k-ft 000 k-ft at 10 -28 12 k-ft at 0 -3663 k-ft 000 k-ft 4534 fv 126 28 psi Fv 356 25 psi > Depth = 14 in,Ends are Pin-Pin Maximum Shear * 1 000 ft 000 ft Reactions LeftDL Right DL Allowable Shear Camber 863 k -197k 5 ©Left @ Right ©Left @ Center @ Right Max Max Beam Design OK 93 k 262 k 671k 282k 1 284 in 0 181 in 0000m 1209k -1 98k Deflections Center Span Deflection Location Length/Deft Camber ( using 1 5 * D L @ Center ©Left @ Right Dead Load 0 121 in 4126ft 9946 Defl) 0 181 in 1 284 in 0 000 in Total Load 0 105 in 3986ft 1,14497 Left Cantilever Deflection Length/Defl Right Cantilever Deflection Length/Defl Dead Load -0 856 in 2103 0 000 in 00 Total Load -1 117 in 161 2 0 000 in 00 \\ ASCENT Title Fourth La Costa Dsgnr LM Description Scope Job# Date 825AM, 4 DEC 06 -fciVli. & STRUCTURAL ENGINEERING- Rev 580004 User KW-0604145 VerSBO 1-0ec-2003 (e)1983-2003 ENERCALC Engineenng Software General Timber Beam Page 1 calcs ecw Calculations Description Cantilevered Roof Beam (Separation Tower) | General Information Code Ref 1997/2001 NDS. 2000/2003 IBC, 2003 NFPA 5000 Section Name LVL 3 500x1 1 875 Beam Width Beam Depth 3 500 in 1 1 875 in Member Type Manuf/So Pine Load Dur Factor Beam End Fixity | Full Length Uniform Loads Center DL Left Cantilever DL Right Cantilever DL 1 250 Pin-Pin Center Span Left Cantilever Right Cantilever 4 75 ft Lu 6 75ft Lu ft Lu Base allowables are user defined 475 ft 675 ft 000 ft Truss Joist - MacMillan, MicroLam 1 9 E Fb Base Allow Fv Allow Fc Allow E 11200#ffi LL 16800#/ft LL #/ft LL 2,600 0 psi 285 0 psi 750 0 psi 1,9000ksi 11200 #/ft 11200 #/ft #/ft j Point Loads Dead Load 784 0 Ibs Live Load 360 0 Ibs distance -6 750 ft Ibs Ibs Ibs Ibs 0 000 ft 0 000 ft Ibs Ibs Ibs Ibs 0 000 ft 0 000 ft Ibs Ibs Ibs Ibs 0000ft 0000ft § Summary | llfe^^^iJ8'i!Si3gJggjj!^^^!^^^8SSi^fe^BfefeJ?Sj Span= 4 75ft, Left Cant= 6 Max Stress Ratio Maximum MomentAllowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max M allow fb 2,057 02 psi Fb 3, 128 43 psi 75ft, Beam Width = 3 500m 0658 1 -14 1 k-ft 21 4 k-ft 0 00 k-ft at -9 12 k-ft at -1410 k-ft 000 k-ft 21 45 fv 118 58 psi Fv 356 25 psi x Depth = 1 1 875m, Ends are Pin-Pin Maximum Shear * 1 Allowable 0 000 ft Shear 0000ft Camber Reactions LeftDL 410 k Right DL -1 65 k 5 ©Left @ R/ght @ Left @ Center @ Right Max Max Beam Design OK 49k 148 k 350k 270k 0 605 in 0035m 0000 m 653k -244k Deflections Center Span Dead Load Deflection 0 023 in Location 1 964 ft Length/Defl 2,4531 Camber ( using 1 5 * D L Defl) @ Center 0 035 in @ Left 0 605 in @ Right 0 000 in Total Load 0 022 m 1 964ft 2,602 38 Left Cantilever Deflection Length/Defl Right Cantilever Deflection Length/Defl Dead Load -0 404 m 401 4 0 000 in 00 Total Load -0 628 in 2581 0 000 in 00 ASCENT Title Fourth La Costa Dsgnr LM Description Scope Date Job# 825AM, 4 DEC 06 CIVIL ft STRUCTURAL ENGINEERING Rev 580004 User KW-0604145 VerSBO 1-Dec-2003 (e)1983-2003 ENERCALC Engineering Software General Timber Beam Page 1 calcs sow-Calculations Description Roof Beam Spanning Garage Opening General Information Section Name 5 125x18 Beam Width Beam Depth Member Type Bm Wt Added to Loads Load Dur Factor Beam End Fixity Wood Density Code Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000 5125m 18000m GluLam 1250 Pin-Pin 40000pcf Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow Fv Allow Fc Allow E 2050ft Lu ft Lu ft Lu 2,400 0 psi 240 0 psi 650 0 psi 1,7000ksi Base allowables are user defined 000 ft 000ft 000ft Trapezoidal Loads #1 DL @ Left DL @ Right 8000 #/ft 8000 #/ft LL @ Left LL @ Right #/ft Start Loc #/ft End Loc 7500 ft 20500 ft Point Loads Dead Load Live Load distance 8,632 0 Ibs 3,455 0 Ibs 7500ft Ibs Ibs 0000ft Ibs Ibs 0000ft Ibs Ibs 0000ft Ibs Ibs 0000ft Ibs Ibs 0000ft Ibs Ibs 0000ft !^£*i^*xxtesei&^lfflt$flg^l£tS!UXllj£ftff^$B%k t Span= 20 50ft, Beam Width = Max Stress Ratio Maximum MomentAllowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max M allow ft) 2,646 38 psi Fb 2,887 74 psi 5125mx Depth = 18 in 0916 1 61 0 k-ft 66 6 k-ft 61 03 k-ft at -000 k-ft at 000 k-ft 000 k-ft 6660 fv 133 65 psi Fv 300 00 psi , Ends are Pin-Pin Maximum Shear * 1 7544ft 20 500 ft Reactions LeftDL Right DL Allowable Shear Camber 607 k 413k 5 ©Left @ Right @Left @ Center @ Right Max Max Beam Design OK 123 k 277 k 826k 539k 0000 in 0 976 in 0000 m 826k 539k j Deflections Center Span Dead Load Deflection -0 650 in Location 9 594 ft Length/Defl 378 2 Camber ( using 1 5 * D L Defl) @ Center 0 976 in @ Left 0 000 in @ Right 0 000 in Total Load -0 880 in 9594ft 27948 Left Cantilever Deflection Length/Defl Right Cantilever Deflection Length/Defl Dead Load 0 000 in 00 0 000 in 00 Total Load 0 000 in 00 0 000 in 00 ASCENT Title Fourth La Costa Dsgnr LM Description Scope Date Job# 8 25AM, 4 DEC 06 CIVIL & STRUCTURAL ENGINEERINGI Rev 580007 User KW-0604145 VerSBO 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software Steel Beam Design Page 1 calcs ecw Calculations Description Roof Beam Spanning Garage Opening | General Information Steel Section : W12X22 Center Span 20 50 ft Left Cant 0 00 ft Right Cant 0 00 ft Lu Unbraced Length 0 00 ft Distributed Loads #1 #2 DL 0 080 LL ST Start Location 7 500 End Location 20 500 Point Loads ffjHWffi^ffi^ffiffiffii'iPffififiPWIi^^#1 #2 ' Dead Load 8 632 Live Load 3 454 Short Term Location 7 500 Code Ref AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy Pmned-Pmned Load Duration Factor Bm Wt Added to Loads Elastic Modulus LL & ST Act Together Note' Short Term #3 #4 #5 #6 Note' Short Term #3 #4 #5 #6 50 OOksi 1 00 29,000 Oksi Loads Are WIND Loads #7 k/ft k/ft km ft ft Loads Are WIND Loads ] #7 k k k ft JSEjjg Summary 1 ^'^!^^^&i^f9SftU^^l^jjj^^^^j-^^ Using W12X22 section, Span = 20 50ft, Fy = 50 Oksi End Fixity = Pmned-Pmned, Lu = 0 00ft, LDF = 1 000 Actual Moment fb Bending Stress fb/Fb Shear fv Shear Stress fv/Fv 60851 k-ft 28 748 ksi 0871 1 8220k 2 568 ksi 0128 1 Allowable 69 850 k-ft 33 000 ksi 64012k 20 000 ksi Beam OK Static Load Case Governs Stress Max Deflection -0 821 in Length/DL Defl 406 2 1 Length/(DL+LL Defl) 299 8 1 Force & Stress Summary «- These columns are Dead + Live Load placed as noted -» Max M + Max M- Max M @ Left Max M @ Right Shear @ Left Shear @ Right Center Defl Left Cant Defl Right Cant Defl Query Defl @ Reaction @ Left Reaction @ Rt Maximum 60 85 k-ft 822k 536k -0 821 m 0000m 0 000 m 0000ft 822 536 DL Only 4448 -000 603 409 -0606 0000 0000 0000 603 409 LL <8>. Center 6085 -000 822 536 -0821 0000 0000 0000 822 536 LL+ST <S>. Center -0821 0000 0000 0000 822 536 LL (a) Cants 0000 0000 0000 0000 LL+ST © Cants k-ft k-ft k-ft k-ft k k 0 000 in 0 000 in 0 000 in 0 000 m k k Fa calc'd per Eq E2-1, K*L/r < Cc I Beam Passes Table B51, Fb per Eq F1-1, Fb = 0 66 Fv ASCENT Title Fourth La Costa Dsgnr LM Description Scope . CIVIL & STRUCTURAL ENGINEERINGFRev 580007 User KW-0604145 VerSBO 1-Dec-2003(e) 1983-2003 ENERCALC Engineering Software Steel Beam Design Job* Date 8 25AM, 4 DEC 06 Page 2 calcs ecw Calculations Description Roof Beam Spanning Garage Opening Section Properties Depth Web Thick Width Flange Thick Area Rt Values for LRFD Design J Cw W12X22 12310m 0 260 in 4 003 in 0 425 in 6 48 m2 1 020 in 0 290 m4 165 00 m6 Weight Ixx lyy Sxx Syy R-xx R-yy Zx zy K 2201 #/ft 156000 m4 4 660 m4 25 400 m3 2310 m3 4910 in 0848m 29 300 m3 3 660 m3 0 725 in ASCENT Title Fourth La Costa Dsgnr LM Description Scope Date Job* 825AM, 4 DEC 06 CIVIL & STRUCTURAL ENGINEERING Rev 580004 UserKW-0604145 VerSBO 1-Dec-2003(c)1983-2003 ENERCALC Engineering Software General Timber Beam Page 1 calcs ecw Calculations Description Roof Transfer Beam General Information Code Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000 Base allowables are user defined Section Name LVL 3 500x14 000 Beam Width 3 500 in Beam Depth 14000m Member Type Manuf/So Pine Bm Wt Added to Loads Load Dur Factor 1 250 Beam End Fixity Pin-Pin Wood Density 40 000 pcf Center Span 5 00 ft Left Cantilever ft Right Cantilever ft Truss Joist - MacMillan, MicroLam 1 9 E Fb Base Allow 2,600 0 psi Fv Allow 285 0 psi Fc Allow 750 0 psi E 1,9000ksi Lu Lu Lu 000 ft 000 ft 000 ft Trapezoidal Loads #1 DL@ DL@ Left Right 8000 #/ft L 8000 #/ft L §LeftRight #/ft #/ft Start Loc End Loc 0000 ft 4000 ft Point Loads Dead Load Live Load distance 8,632 0 Ibs 3,455 0 Ibs 4000ft Ibs Ibs 0000ft Ibs Ibs 0000ft Ibs Ibs 0000ft Ibs Ibs 0000ft Ibs Ibs 0000ft Ibs Ibs 0000ft 1 Summary | ^^^fK^xs^^f^^ssif^if^^imsK^^^^if^ Span= 5 00ft, Beam Width = Max Stress Ratio Maximum MomentAllowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max M allow fb 1,031 18 psi Fb 3,250 00 psi 3 500m x Depth = 14 in, 0317 1 98k-ft 31 0 k-ft 9 82 k-ft at 000 k-ft at 000 k-ft 000 k-ft 3097 fv 77 60 psi Fv 356 25 psi Ends are Pm-Pm Maximum Shear * 1 4000ft 5000ft Reactions LeftDL Right DL Allowable Shear Camber 1 95 k 707k 5 @ Left@ Right ©Left @ Center @ Right Max Max Beam Design OK 38 k 175 k 264k 983k 0000 in 0023m 0000 in 264k 983k Deflections Center Span Dead Load Deflection -0 016 in Location 2 800 ft Length/Defl 3,852 4 Camber ( using 1 5 * D L Defl) @ Center 0 023 in @ Left 0 000 in @ Right 0 000 in Total Load -0 021 in 2820ft 2,791 08 Left Cantilever Deflection Length/Defl Right Cantilever Deflection Length/Defl Dead Load 0 000 in 00 0 000 in 00 Total Load 0 000 in 00 0 000 in 00 ASCENT CIVIL & STRUCTURAL ENGINEERING BouMer Denver San Diego Winter Park STRUCTURAL CALCULATIONS Fourth La Costa 2003 Costa Del Mar Road Carlsbad, CA Exterior Renovation Three-Story Condo November 2, 2006 Prepared for 4Design Architecture and Planning PO Box 848 Oceanside, CA Prepared By Ascent Group, Inc 2221 S El Cammo Real Oceanside, CA 92054 760-966^.0738 E Christopher Lattimer, P E Seismic Load Calculations 2001 California Building Code 11/2/2006 Occupancy Category = (Table 16-K) Seismic Zone =*'•' {Table 16-1) Soil Profile Type = £ (Table 16-J) Standard Occupancy Structures Seismic Importance Factor, / = 1 00 Seismic Importance Factor, £ = 1 00 Wind Importance Factor, k - 1 00 Seismic Zone Factor, 2=04 (16-Q) Seismic Coefficient, Q = 044 (16-R) Seismic Coefficient, G, = 0 64 Na = Nv = 1 00 1 00 Basic Resisting System = Lateral Resisting Elements2 Building Height, fy (ft) = Bearing Wall System Wood Shear Walls <= 3 stones (No gypsum shear walls are allowed!) 45 ft —* Numerical Coefficient, Q = 0 020 System Coefficient, R = 5 5 Amplification Factor, Omega =28 Building Height Limit (ft) = 65 Building Period, 7" = o 35 Second(s) Formula (30-4) Formula (30-5) Formula (30-6) Formula (30-7) Formula (30-11) (30-4) need not exceed (30-5) and shall not be less than = = = s ™ [ Cv I / R T ] W [ 2 5 Ca I / R ] W 011 Ca I W [ 0 8 Z Nv I / R ] W (3 0 Ca/R) W = = = = ~ (30-6), (30-7) — K! TOTAL DESIGN BASE SHEAR = Section 161 2 3 — *>TOTAL DESIGN BASE SHEAR = 0335 0200 0048 0058 0240 0200 0143 W W W W W W W (Eh) (Eh/1< <•'•• &;" ,1 > "•?'•.<> The following Information are used for Seismic Zone 4 structures only! Seismic Source Type r A <5f B r c Seismic Source Description Faults that are capable of producing large magnitude events and that have a high rate of seismic activity All faults other than Types A and C Faults that are not capable of producing large magnitude earthquakes and that have a relatively low rate of seismic activity Seismic Source Definition Maximum Moment Magnitude, M M >=70 M>=70 M < 70 M>=65 M < 65 Slip Rate SR>=5 SR < 5 SR > 2 SR < 2 SR<=2 Closest Distance to Known Seismic Source - 100 = 62 Na = 1 00 Nv = 1 00 km miles Prepared by Ascent Group, Inc 11/2/2006 NASCENT CIVIL 6 STBUCTURAL ENOINEERINO WWW ASCEMTCRP COM Job No . Project. Subject. PatP \\l Ok Page Ry L3r1 Ch'k. . ;.. , j i. _, • _j L, -!._] j /r)i«,;.- | ;.;-: t ..J. 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BOULDER DENVER SAN DIEGO WINTER PARK ^ASCENT CIVIL 6 STRUCTURAL ENGINEERING WWW ASCENTCRP COM Job No Project I*. Date Ry Page Ch'k ' ~~ "" """ " i" —.a..- i i- i tj ,-£<-£ I--- —• j I r~h"' '... J ._L1. -1 -I . —! I 1i ! i—i-K-l j :"• r r._..I^-M"! :;r;! i± L BOULDER DENVER SAN DIEGO WINTER PARK > ASCENT! CIVIL & STRUCTURAL ENOINEGRING WWW ASCEHTCftP COM Job No Project Hats \g f? 01 PagP r.h-k 1 ! 'I | i 4 - .-! - :..i t• : .1 BOULDER DENVER SAN DIEGO WINTER PARK ASCENT CIVIL S STRUCTURAL EHOIMEERIN8 WWW.ASCENTCRP COM Job No Project Subject .Date By_ Page. Ch'k. -U- j-i. -ii.^ '.-F ' n -i t—+• J"-'' --• - ^FpF^p. ,^-HtH BOULDER DENVER SAN DIEGO WINTER PARK >ASCENT CIVIL fi STRUCTURAL ENBINEKRINO www ASCSKTCRP COM . ^W W"*€r A Subject _ ---i-i j :&^?i^r^.i,Ly .{• . ;—:_„—k..*i,l.-, —L. _f.'._ ! i 1 , ' I I :-i- -'••-— r-i~i-'- I—r - -f~i - i .L. I._L J. BOULDER DENVER SAN DIEGO I WINTER PARK > ASCENT! CIVIL & STRUCTURAL ENGINEERING WWW ASCBNTCRP COM Job No Project Siih|«rt Date By Page. Ch'k . To ..!—, ,....!......;_. Y i -.'"I rr,r r__T -_T±r. ^_ :(t;.. BOULDER DENVER SAN DIEGO ! WINTER PARK NASCENT CIVIL fi STRUCTURAL ENGINEERING WWW ASCENTCNP COM Job No Project Date 10 tfi 04 Page.1(7 ._! ..__.j : ' i... ....... i ,Zii" " IT! i::?-111 I- - H-' si^^^^H"^^I I ^.u^w^n—•.-*.<- •. —•••----i i ' '-]-]-- !- -i-t-—, t -i , | —t ! -4-i-i J-! -1 !-!---' -! -• 4—-! J .1 1 'i- ,'h-^l- _ \ \ r i . * i i i i BOULDER DENVER SAN DIEGO WINTER PARK ASCENT CIVIL 6 STRUCTURAL EN0INEERINO WWW ASCENTCBP COM Job No Project Subject Ry age. Ch'k. U :_LLn ' i _ :.. • '.r-iTi". i:;•::.;: ]t: T7^ i-;. : i • -• • pi - — -—i- •; -' , BOULDER DENVER SAN DIEGO WINTER PARK ^ASCENT CI & STRUCTUBAL ENGINEERINGIVIL Rev 580004User KW-06W145 VarSSO 1-Dec-2003 (0)1983-2003 ENERCALC Engineering Software Title Fourth La Costa Dsgnr LM Description Scope Job* Date 11 18AM, 2NOV06 General Timber Beam calcs acw Calculations Description Typ Roof Hdr I General Information Section Name 2x6 Beam Width Beam Depth Member Type Bm Wt Added to Loads Load Dur Factor Beam End Fixity Code Ref 1997/2001 NOS, 2000/2003 IBC, 2003 NFPA 5000 Base allowables are user defined Center Span 1 500 in Left Cantilever 5 500 in Right Cantilever Sawn Douglas Fir - Larch, No 2 Fb Base Allow 1250 Fv Allow Pin-Pin Fc Allow 300ft ft ft 900 0 psi 1800psi 625 0 psi Lu 0 00 ft Lu 0 00 ft Lu 0 00 ft Wood Density 35000pcf 16000ksl 1 'B| Full Length Uniform Loads 1 Center Left Cantilever Right Cantilever DL DL DL 28800#ffi #/ft #/ft LL LL LL 18400 W. #m Summary IagftBjjjiiaggflgygjBasHflrfflSrfiaatJiiAiiaa Spans 3 QOft, Beam Width = 1 Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max M allow fb 846 16 psi Fb 1,462 50 psi Beam Design OK SOOinx Depth = 5 Sin, 0579 1 05k-ft 09 k-ft 0 53 k-ft at 0 00 k-ft at 000 k-tt 000 k-ft 092 fv 89 97 psi Fv 225 00 psi Ends are Pin-Pin Maximum Shear * 1 1 500ft 0000 ft Reactions LeftDL Right DL Allowable Shear Camber 044 k 044k 5 ©Left @ Right ©Left @ Center @ Right Max Max 07k 19 k 071k 071 k 0000 in 0024m0000 in 071k 071 k [Deflections Center Span Deflection Location Length/Deft Camber ( using 1 S*DL @ Center ©Left @ Right Dead Load -0016m 1500ft 2,266 5 Defl) 0 024 In 0 000 In 0 000 in Total Load -0 026 in 1 500ft 1,38670 Left Cantilever Deflection Length/Deft Right Cantilever Deflection Length/Defl Dead Load 0000 In 00 0 000 in 00 Total Load 0000 in 00 0 000 m 00 ^ASCENT CIVIL S STRUCTURAH, ENGINEERINGRev S800D8 Title Fourth L.i Costa Dsgnr LM Descnption. Scope User KW-OSM14S Ver 580, 1-0ec-2003 (c)1983-2003 ENEftGAlC Engineering Software Timber Column Design Job* Date 11 18AM, 2NOV06 Page 1 catcs ocw Calculations Description typ entrance tower stud fCeneral Information >deRef 1997/2001 NDS, 2000/2003 IBC. 2003 NFPA 5000 Base allowables are user defined j| Wood Section Rectangular Column Column Depth Width Sawn Unbraced length for "y-y" Unbraced length for "x-x" Lu XX for Bending (along y-y axis) (along x-x axis) axis sideways deflection axis sideways deflection 2x6 5 50 in 1 50 in 900 ft 200 ft 900 ft Total ColumnHeignt Load Duration Factor Fc Fb E - Elastic Modulus Douglas Ftr - Larch, No 2 1500ft 1 33 1,350 00 psi 900 00 psi 1,600 ksi [Loads Axial Load Eccentricity Applied Moment Max Design Moment 0 000 in Dead Load 200 00 IDS 0 00 m-# 0 OOm-# Live Load 0 00 ibs 0 00 ln-# 0 OQin-# Short Term Load 0 00 ibs 8,753 00 m-# 8,753 00 in-# Summary I Using 2x6, Width= fc Compression Fc Allowable fbx Flexural F'bx Allowable Interaction Value 1 50in, Depth= 5 50m, DL + LL 24 24 psi 931 42 psi 000 psi 1,037 29 psr 00260 Total Column Ht= 15 00ft DL + LL + ST 24 24 psi 1,02421 psi 1,167 42 psi 1,220 63 psi 09676 Column OK DL + ST 24 24 psi 1,02421 psi 1,157 42 psi 1,220 63 psi 09676 Stress Details 1 Fc X-X Fc Y-Y F'c Allowable Fc Allow * Load Dur Factor F'bx F'bx * Load Duration Factor 1,135 88 psi 931 42 psi 931 42 psi 1,02421 psi 1,03729 psi 1,220 63 psi For Bending Stress Calcs Max k'Lu / d Le Bending (Lu-xx * WDS Table 333 factor) Rb (Le d / b"2) " 5 Mm Allow k-Lu/d Cf Bending For Axial Stress Calcs Cf Axial Axial X-X k Lu / d Axial Y-Y k Lu / d 5000 1656ft 22040 11 00 1 300 1 100 1600 1964 Title Fourth La Costa Dsgnr LM Description Scope Job* Date 11 18AM. 2 NOV 06 _CIVJL& STRUCTURAL ENG1NEERINO_Rev SB0004Usor KW-060414S,Ver580 1-Deo-2003 (c)1B83 2003 ENERCALC EnaineennB SoHwnre General Timber Beam Page 1 calcseo* Calculations Description Typ Entance Tower Joist General Information Code Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000 Base allowables are user definedj Section Name 2x8 Beam Width Beam Depth Member Type BmWt Added to Loads Load Dur Factor Beam End Fixity Wood Density 1 500 In 7 250 in Sawn 1250 Pin-Pin 35000pcf Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, Fb Base Allow Fv Allow Fc Allow E 1250ft Lu 1 00 ft ft Lu 0 00 ft ft Lu 0 00 ft No 2 900 0 psi 1800psi 6250 psi 1,6000ksi | Full Length Uniform Loads | Center Left Cantilever Right Cantilever DL DL DL 700#fft LL #/ft LL #/ft LL 3000 #/ft #/ft #/ft 1 Summary | ^^u^til?ffiiWr^^^^y?f|S^^l^l*fti^SfSi^ Span= 12 50ft, Beam Width = 1 Max Stress Ratio Maximum Moment Allowable Max Positive MomentMax Negative Moment Max @ Left Support Max @ Right Support Max M allow fb 707 07 psi Fb 1,338 00 psi 500m x Depth = 7 25m, Ends are Pin-Pin 0528 1 o 8 k-ft Maximum Shear * 1 1 5 k-ft Allowable 077 k-ft at 6250ft Shear 000 k-ft at 12 500n 000 k-ft Camber 000 k-ft 1 47 Reactions fv 30 89 psi LeftDL 006 k Fv 225 00 psi Right DL 006k 5 ©Left @ Right ©Left @ Center @ Right Max Max Beam Design OK 03k 24 k 025k 025k 0000 in 0104 in 0000 m 025k 025k Deflections ~| Center Span Dead Load Deflection -0 070 in Location 6 250 ft LengtWDefl 2,1582 Camber (using 1 6 * D L Defl) ©Center 0104 in 0 000 in 0 000 in Total Load -0 286 m 6250ft 52499 Left Cantilever Deflection Length/Defl Right Cantilever Deflection Length/Defl Dead Load 0000 in 00 0 000 in 00 Total Load 0 000 in 00 0 000 in 00 ASCENT Title Fourth La Costa Dsgnr LM Description . Scope Job# Date 11 18AM, 2NOV06 CIVIL S STRUCTURAL EMOINEEPItlORe" 580004 User KW-06W145 Vw580 1 Deo-2003(c)1983-2003 ENERCAI.C Engineered Software General Timber Beam Page 1 calcs acw Calculations Description Typ Electrical Room Hdr General Information Section Name 2x6 Beam Width Beam Depth Member Type Bm Wt Added to Loads Load Dur Factor Beam End Fixity Wood Density Code Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000 Base allowables are user defined | 1 500 in 5 500 in Sawn 1250 Pm-Pm 35000pcf Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, Fb Base Allow Fv Allow Fc Allow E 500ft Lu 133ft ft Lu 0 00 ft ft Lu 0 00 ft No 2 900 0 psi 1800psl 6250psi 1,6000ksl Full Length Uniform Loads | Center DL Left Cantilever DL Right Cantilever DL 16300#/ft LL #/ft LL #/ft LL 5600 #/ft #/ft #/ft | Summary i IjSfp^jS^i^^^p^ffiipj^ppBBagjjagseaas^ Spans 5 00ft, Beam Width = 1 Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max Mallow fb 1,095 89 psi Fb 1,448 08 psi | Deflections SOOinx Depth = 5 Sin, 0757 1 07k-ft 09 k-ft 0 69 k-ft at 0 00 k-ft at 000 k-ft 000 k-ft 091 fv 82 78 psi Fv 225 00 psi Ends are Pin-Pin Maximum Shear * 1 2500ft 0000ft Reactions LeftDL Right DL Allowable Shear Camber 041 k 041k 5 @Left @ Right ©Left @ Center @ Right Max Max Beam Design OK 07 k 19 k 055k 055k 0000 in 0105m 0000 m 055k 055k Center Span . Dead Load Deflection -0 070 in Location 2 500 ft Length/Defl 860 4 Camber (using 1 5 * D L Defl) @ Center 0 105 m @ Left 0 000 in @ Right 0 000 in Total Load -0 093 in 2500ft 64241 Left Cantilever Deflection Length/Defl Right Cantilever.. Deflection Length/Defl Dead Load 0 000 in 00 0 000 in 00 Total Load 0 000 in 00 0000 m 00 sp!^ 'f!> f^ASCENT CIVIL ft STRUCTURAL ENCIMEEHINC Title Fourth La Costa Dsgnr LM Description Scope Job# Date 11 18AM, 2NOV06 Rev 580004 User KW-0604145, VerSBO 1-OBC-2003 (0)1983-2003 ENERCALC Engineering Software General Timber Beam Page 1 calcs ecw Calculations Description Typ Separation Tower Hdr General Information Code Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000 Base allowables are user defined Section Name 2-2x6 Beam Width Beam Depth Member Type Bm Wt Added to Loads LoadDur Factor Beam End Fixity 3000m 5500m Sawn 1 250 Pin-Pin Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No 2 Fb Base Allow Fv Allow Fc Allow 600ft ft ft 900 0 psi 1 80 0 psi 625 0 psi Lu Lu Lu 1 33ft 000 ft 000ft Wood Density 35000pcf 1,6000ksi \ Full Length Uniform Loads j| Center Left Cantilever Right Cantilever DL DL DL 15000#/ft #ffi #/ft LL LL LL 4800 #/ft #/ft#/ft Summary | £J&l&milMIIW&mfiBmrf3M Span= 6 00ft, Beam Width = Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max M allow fb 721 23 psi Fb 1,459 31 psi Beam Design OK SOOOInx Depth = 5 Sin, 0494 1 09k-ft 18k-ft 0 91 k-ff at OOOk-ft at 000 k-ft 000 k-ft 1 84 fv 46 72 psi Fv 225 00 psi Ends are Pin-Pin Maximum Shear * 1 3000ft 0000 ft Reactions LeftDL Right DL Allowable Shear Camber 046 k 046k 5 ©Left @ Right ©Left @ Center @ Right Max Max 08 k 37 k 061k 061k 0 000 in 0101m 0000m 061k 061k Deflections Center Span Deflection Location Length/Defi Camber ( using 1 5 * D L @ Center ©Left @ Right Dead Load -0 067 in 3000ft 1,0670 Deft) 0101 in 0000 in 0 000 in Total Load -0 089 m 3000ft 81345 Left Cantilever Deflection Length/Defl Right Cantilever Deflection Length/Deft Dead Load 0 000 in 00 0000 in 00 Total Load 0000 in 00 0 000 in 00 Title Fourth La Costa Dsgnr LM Description Scope Job# Date 11 18AM, 2NOV06 _CLVIL & STRUCTURAL EMQINEEBINfl Rev 980004 User KW-0604145 Ver580 1-D8C-2Q03(c)1983-2003 ENERCALC Engineering Software General Timber Beam Page 1 calcs ecw Calculations Description Typ Entrance Tower Hdr 1 General Information Code Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000 Base allowables are user defined Section Name LVL 3 500x7 250 Beam Width 3 500 m Beam Depth 7 250 in Member Type Manuf/So Pine BmWt Added to Loads Load Dur Factor 2 261 Beam End Fixity Pin-Pin Wood Density 48000pcf Center Span 6 00 ft Left Cantilever ft Right Cantilever ft Truss Joist - MacMillan, MicraLam 1 9 E Fb Base Allow 2,600 0 psi Fv Allow 285 0 psi Fc Allow 750 0 psi E 1,9000ksi Lu Lu Lu 600 ft 000 ft 000 ft Full Length Uniform Loads Center DL Left Cantilever DL Right Cantilever DL 526 00 #/ft #/ft #/ft LL LL LL 14000 ftft #/ft Point Loads J Dead Load Live Load distance Ibs -6,664 0 Ibs 1 500ft Ibs 6,664 0 Ibs 4500ft Ibs 6 6640 Ibs 0000ft Ibs Ibs Ibs -6,664 0 Ibs Ibs Ibs 6000ft 0000ft 0000ft Ibs Ibs 0000ft Summary Jj ip^fflfTbtfaaarfaAaauiftBiBiJiflMhaJa Span= 6 00ft, Beam Width = 3 Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max Mallow fb 2,836 03 psi Fb 5,687 01 psi Beam Design OK SOOInx Depth = 725in, 0499 1 72 k-ft 14 5 k-ft 725k-fl at -2 69 k-ft at 000 k-ft 000 k-ft 1453 fv 292 65 psi Fv 644 39 psi Ends are Pin-Pin Maximum Shear * 1 4488ft 1488ft Reactions LeftDL Right DL Allowable Shear Camber 1 60 k 160k 5 ©Left @ Right ©Left @ Center @ Right Max Max 74 k 164 k 160k 536k 0000m 0111!n 0000 in 536k 536k Deflections Center Span Deflection Location Length/Defl Camber ( using 1 5 * D L @ Center ©Left @ Right Dead Load -0 074 in 3000ft 9757 Defl) 0 1 1 1 in 0000 in 0 000 in Total Load -0 108 in 3864ft 66943 Left Cantilever Deflection Length/Defl Right Cantilever Deflection Length/Defl beadToad 0000 in 00 0 000 in 00 0 000 in 00 0 000 in 00 ASCENT Title Fourth La Costa Dsgnr LM Description Scope Job* Date- 11 18AM, 2NOV06 CIVIL & STRUCTURAL ENGINEERING Rev 5800MUser KW-060414S VerSBO 1-Dec-2003(0)1983-2003 ENERCALC EnginBanng Software General Timber Beam calcs sew Calculations Description Typ Entrance Tower Hdr 2 ' General Information Code Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000 Base allowables are user defined | Section Name LVL 5 250x7 250 Beam Width 5 250 in Beam Depth 7250m Member Type Manuf/So Pine Bm Wt Added to Loads Load Our Factor 2261 Beam End Fixity Pin-Pin Wood Density 48 000 pcf Center Span 1200ft Left Cantilever ft Right Cantilever ft Truss Joist - MacMillan, MicroLam 1 9 E Fb Base Allow 2,600 0 psi Fv Allow 285 0 psi Fc Allow 750 0 psi E 1,9000ksi Lu Lu Lu 133 ft 000 ft 000 ft Full Length Uniform Loads Center DL Left Cantilever DL Right Cantilever DL 34600#/ftm LL LL LL 8900 #/ft j Point Loads _J| Dead Load Live Load distance Ibs -2,783 0 Ibs 3500ft Ibs 2,783 0 Ibs 8500ft Ibs Ibs 0000ft Ibs Ibs 0000ft Ibs Ibs 0000ft Ibs Ibs 0000ft Ibs Ibs 0000ft 1 Summary | fessi»mht3BBBEBa!aBmU.IJMtM»/'n«l]l Span= 12 00ft, Beam Width = Max Stress Ratio Maximum MomentAllowable Max Positive Moment Max Negative Moment Mex @ Left Support Max @ Right Support Max M allow fb 2, 795 92 psi Fb 5,865 16 psi 5 250m x Depth = 7 25m 0477 1 107 k-ft 22 5 k-ft 10 72 k-ft at 000 k-ft at 000 k-ft 000 k-ft 2248 fv 141 39 psi Fv 644 39 psi , Ends are Pin-Pin Maximum Shear * 1 8496ft 0000 ft Reactions LeftDL Right DL Allowable Shear Camber 215 k 215k 5 ©Left ©Right ©Left @ Center ©Right Max Max Beam Design OK 54k 245 k 2 15k 385k 0000m 0792 in 0000 in 1 53k 385k Deflections Center Span Deflection Location Length/Defl Camber { using 1 6 * D L @ Center ©Left @ Right Dead Load -0 528 m 6000ft 2726 Defl) 0 792 in 0 000 in 0 000 in Total Load -0 673 in 6768ft 21407 Left Cantilever Deflection Length/Defl Right Cantilever Deflection Length/Defl 0 000 in 00 0 000 in 00 Total Load 0000 m 00 0000 in 00 WeA iiNASCENT CIVIL S STRUCTURAL ENGINEERING Title Fourth La Costa Dsgnr LM Description Scope Job* Date 11 18AM, 2NOV06 Rev 560006 User KW-0604145 VerSBO l-Dsc-2003(c)1983-2003 ENERCALC Engineering Software Timber Column Design Page 1 calcs ecw Calculations Description Northwest Column General Information Wood Section Rectangular Column Column Depth Width Manuf (along y-y axis) (along x-x axis) de Ref 1997/2001 LVL 3 500x7 250 7 25 in 350m NDS, 2000/2003 IBC. 2003 NFPA 5000 Total Column Height Load Duration Factor Fc Fb E - Elastic Modulus Base allowables are user defined I IB3o"oTS 1 33 2,310 00 psl 2,600 00 psi 1,900ksi Truss Joist - MacMillan, MicroLam 1 Unbraced length for "y-y" axis sideways deflection Unbraced length for "x-x" axis sideways deflection Lu XX for Bending 3000ft 200 ft 3000ft I Loads 1 Axial Load Eccentricity 2 000 in Applied Moment Max Design Moment Dead Load 300 00 Ibs 0 00 in-# 600 OOm-# Live Load 100 00 Ibs 0 00 in-# 200 OOIn-# Short Term Load 600 00 Ibs 40,81500in-# 42,01500tn-# Summary i S!Sffl8a?S8ffi8S3fi51I®!S8S^ffi5S8S^^ Using LVL 3 500x7 250, Width= 3 50m, DL + LL fc Compression 1576psi Fc Allowable 31706 psi fox Flexural 26 09 psi F'bx Allowable 2,244 08 psi Interaction Value 0 0122 Depth= 7 25m, Total Column Ht= 30 00ft DL + LL + ST 3941 psi 31 8 43 psi 1 396 38 psi 2,575 63 psi 06330 Column OK DL + ST 35 47 psi 318 43 psi 1,389 86 psi 2,575 63 psi 06188 I Stress Details Fc X-X Fc Y-Y PC Allowable F'c Allow * Load Dur Factor F'bx F'bx * Load Duration Factor 2,274 60 psi 31 7 06 psi 31 7 06 psi 31843 psi 2,244 08 psi 2 575 63 psi For Bending Stress Calcs Max k'Lu / d Le Bending (Lu-xx * NDS Table 333 factor) Rb (Lad/bft2)A5 Mm Allow k*Lu ./d Cf Bending For Axial Stress Calcs Cf Axial Axial X-X k Lu / d Axial Y-Y k Lu / d 5000 5520ft 19800 11 00 1000 1 000 686 4966 ASCENT Title Fourth La Costa Osgnr LM Description Scope CIVIL S STRUCTURAL ENGINEERINGRev SB0004 Usar KW-0604M5 VarSBO 1-Dee-2003 (C11983-2003 ENERCALC Engineering Soflvrare General Timber Beam Job* Date 11 18AM, 2NOV06 Page 1 calcs 0cw Calculations Description Deck Beam [General Information Code Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000 Base allowables are user defined j| Section Name 6x12 Beam Width Beam Depth Member Type Bm Wt Added to Loads Load Dur Factor Beam End Fixity Wood Density 5500m 1 1 500 in Sawn 1 000 Pm-Pm 35000pcf Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No 1 Fb Base Allow Fv Allow Fc Allow E 1800ft ft ft 1 350 0 psi 1700psi 6250 psi 1,6000ksi Lu Lu Lu 000ft 000ft 000 ft | Full Length Uniform Loads Center Left Cantilever Right Cantilever DL DL DL 23500#m #/ft #/ft LL LL LL Wft #/ft #/ft I Summary |~ Bga^aaMaBggmTOaamiMrfdmtuaiBya Span= 18 00ft, Beam Width = 5 500m x Depth = 11 Sin Max Stress Ratio Maximum MomentAllowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max M allow fb 1,003 73 psi Fb 1,350 00 psi Ends are Pin-Pin Beam Design OK 0744 1 10 14 k-ft OOOk-ft 000 k-ft 000 k-ft 1364 fv Fv 10 1 k-ft 136 k-ft at at 47 88 psi 170 00 psi Maximum Shear * Allowable 9000ft Shear 0000ft Camber Reactions LeftDL 226 k Right DL 2 25 k 1 5 §LeftRight ©Left @ Center ©Right Max Max 30 k 108 k 225k225k 0000 in 0795 in 0000 in 225k 225k Deflections Center Span Deflection Location Length/Defl Camber ( using 1 5 * D L @ Center ©Left @ Right Dead Load -0 530 in 9000ft 4074 Defl) 0 795 in 0 000 in 0 000 in Total Loeid Left Cantilever -0 530 in Deflection 9 000 ft Length/Defl Dead Load 0 000 in 00 Total Load 0 000 in 00 40738 Right Cantilever Deflection Length/Defl 0 000 in 00 0000 in 00 ASCENT Title Fourth La Costa Dsgnr LM Description Scope Job* Oats 11 18AM, 2NOV06 CIVIL & STRUCTURAL ENGINEERING 580004 User KW-0604145 VerSSO 1 Dsc-2003(0)1983-2003 ENERCALC Engineering Software General Timber Beam Page 1 calcs sew Calculations Description Deck Joist j General Information Section Name 2x10 Beam Width Beam Depth Member Type Load Dur Factor Beam End Fixity CodeRef 1997/2001 NDS 2000/2003 IBC, 2003 NFPA 5000 Base allowables are user defined 1 500 in 9 250 in Sawn 1 000 Pin-Pin Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, Fb Base Allow Fv Allow Fc Allow E 300ft ft 200ft No 2 900 0 pst laoopsi 6250psi 1,6000ksi Lu Lu Lu 1 00 ft 000 ft 200 ft Center Left Cantilever Right Cantilever DL DL DL 1300#/ftm. 1300#ft LL LL LL «ft #/ft 8000 #/ft Moment Loads Dead Load Live Loaddistance m-# 1134 00 in*5000ft m-# 0000ft m-# m-# 0000ft m-# in-* 0000ft m-# m-# 0000ft m-#0000ft in-# 0000ft § Summary I«te^«^™™«««™«»«»«™«g«"' Span= 3 00ft, Right Cant= 2 00ft, Beam Width = 1 500m x Depth = 9 25m, Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max M allow fb 51 33 psi Fb 970 97 psi | Deflections 0069 1 -0 1 k-ft 1 7 k-ft OOOk-ft at -003 k-ft at 000 k-ft -009 k-ft 173 fv 12 47 psi Fv 180 00 psi Ends are Pin-Pin Maximum Shear * 1 0840ft 3000ft Reactions LeftDL Right DL Allowable Shear Camber 001 k 005K 5 ©Left @ Right ©Left @ Center @ Right Max Max Beam Design OK 02 k 25k 001k 018k 0000 in 0 000 in 0 001 in -001k 024k Center Span Dead Load Deflection 0 000 in Location 2 360 ft Length/Defl 1065,2941 Camber ( using 1 6 * D L Defl) @ Center 0 000 in @ Left 0 000 in @ Right 0 001 in I Load 0 000 in 2360ft 1065294 10 Left Cantilever Deflection Length/Defl Right Cantilever Deflection Length/Defl Dead Load 0 000 in 00 -0001 in 91,2567 Total Load 0000 in 00 -0002 in 295198 • MIT Transmittal From the Office of 4 DESIGN Architecture and Planmng- Kennith Chnss, Architect P O Box 848 Oceanside, CA 92049 760-433-1785 Fax 760-433-2810 www 4designarch com m To Carlsbad Building Department / Esgil Corp From Scott Estacion / Brendan Coen Date November 30, 2006 Project Fourth La Costa, Carlsbad Attached with this transmittal is a packet for the resubmittal of Fourth La Costa, plan check no 06-3221 located at 2003 Costa Del Mar Road, Carlsbad, California This resubmittal packet includes Correction checklist from Esgil Corp dated November 27, 2006 Correction checklist responses from 4 Design Architecture dated November 30, 2006 Correction checklist responses from Ascent Civil and Structural Engineering Special Inspection Program form filled out by agent of owner and engineer Structural Calculations Addendum from Ascent Civil and Structural Engineering Two revised sets of drawings including Architectural and Structural sheets mdicatemg correction items by clouds Please call with any questions Scott Estacion / Brendan Coen 4 Design Architecture EsGil Corporation In <partntrs6ip witK government for <SuiUing Safety DATE 11/27/O6 Q APPLICANT a JURIS JURISDICTION Carlsbad Q PLAN REVIEWER a FILE PLAN CHECK NO 06-3221 SET I PROJECT ADDRESS 2OO3 Costa Del Mar Rd. PROJECT NAME Existing 48 Unit Condominium, Exterior Restoration J The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. f~| 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 identrfied 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 Esgtl Corporation until corrected plans are submitted for recheck [""I 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 Kenneth Criss, Architect, Att'n: Scott Estacion 707 Mission Ave., Oceanside, CA 92084 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 Scott Estacion Telephone #• (760) 433-1785 Date contacted //Wot»(by ^ ) Fax # (760)433-2810 Mail Telephone "^ Fax ^ In Person REMARKS By Chuck Mendenhal] Enclosures Esgil Corporation D <3A D MB D EJ G PC 11/14/06 trnsmlldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576 IT? CT n n n 7 it A O M Carlsbad O6-3221 11/27/06 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO- 06-3221 JURISDICTION Carlsbad OCCUPANCY- Rl USE Condominium TYPE OF CONSTRUCTION: V-IHR ACTUAL AREA 48,256 ALLOWABLE FLOOR AREA 42,000 STORIES 3 plus basement HEIGHT 43ftapprox per UBC SPRINKLERS'? unknown OCCUPANT LOAD- no change REMARKS Provide justification for allowable area. The remodel involves some additional floor area. DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION. ESGIL CORPORATION. 11/14/06 DATE INITIAL PLAN REVIEW PLAN REVIEWER Chuck Mendenhali COMPLETED 11/27/O6 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engmeenng Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2001 CBC, which adopts the 1997 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law To speed up the recheck process, please note on this list (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 vou submit the revised plans. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw dot OOOZ LI AON Carlsbad 06-3221 11/27/O6 Please make all corrections on the original tracings, as requested in the correction fist Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE' Plans that are submitted directly to EsGil Corporation only will not be reviewed by the Crty Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 1 The occupancy classification of this multifamily, condominium building is R1 occupancy Revise the occupancy classification listed on sheet CS 2 It appears that the building exceeds the allowable floor area for R1 occupancy, three stores , type V-1HR building The allowable area is 42,000 sq ft for 3 story with yards on 3 sides The actual area is listed as 48,256 for the 3 stories above the basement. Provide a justification to allow addition area for the new entrance area and misc. other extensions of the building 3. Show on sheet A-09 a mm of 36" clear working space in front of the electrical equipment within the new enclosure STRUCTURAL 4 Show on the foundation details 13,14 & 15/S6 that the 5/8" anchor bolts will have 2X2X3/16 sq washers 5 Complete the attached special Inspection program form for the installation of the epoxy grouted bolts. 6 Detail drag connection for the entry tower framing extending to the floor diaphragm at each floor level similar to what is shown on sheet S5 at the roof diaphragm Otherwise the H/L ratio of the narrow shear walls exceeds the code limits of 2 1 7 Note on the plans that the roof trusses are a deferred submittal item. The design and construction details for the trusses must be submitted to the Building Dept for review and approval prior to framing inspection END OF REVIEW 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 Chuck Mendenhall at Esgil Corporation Thank you. ~ 51 OOOZ LI AON Transmittal From the Office of 4 DESIGN Architecture and Planmng- Kennith Chnss, Architect P O Box 848 Oceanside, CA 92049 760-433-1785 Fax 760-433-2810 www 4designarch com To Carlsbad Building Department / Esgil Corp From Scott Estacion / Brendan Coen Date November 30, 2006 Project Fourth La Costa, Carlsbad Below is a list of responses to the correction list from Esgil Corp on November 27, 2006 Item numbers on the list below correspond directly to the delta revision number of the clouded areas on the revised sheets All soffits below concrete decks (South side of building) are to be removed To maintain fire rating of fire rated decks detail R/D-02 has been added and called out on deck section drawings Item 1 The occupancy classification has been changed to R-1 on sheet CS Item 2 The area of the three stories above the basement, 48,256, listed on the cover sheet is a calculation of the existing area and no additions We did not show any square footage additions to the existing building because the columns and towers added are strictly architectural features, which are non-occupiable areas Item 3 Sheet A-09 shows a minimum clear area of 36" in front of the electrical equipment within the rebuilt electrical enclosure Item 4 See Attached Structural Responses Item 5 The special inspection program form has been completed and included in the submittal Item 6 See Attached Structural Responses Item 7 A note on the cover sheet indicates that the roof trusses are a deferred submittal Thanks, Scott Estacion, Brendan Coen 4 Design Architecture ASCENT Boulder Denver San Diego Winter Park CIVIL & STRUCTURAL ENGINEERING 12/04/06 4 Design Architecture and Planning PO Box 848 Oceanside, CA 92049 Reference Fourth La Costa Building Department Corrections Plan Check No 06-3221 CC EsGil Corporation Ah Sadre 9320 Chesapeake Drive #208 San Diego, CA92123 The following items have been corrected on the structural sheets 4) Detail note added, see Sheet S6 5) Special Inspection Program Form completed, see attached 6) Drag connections at all new framing detailed, see detail 12/S6 7) Note added to plans, see Sheet S5 Additionally, these design changes have been added a) Stair and Separation Tower roof framing modified to a cantilevered system, see plans New transfer beams added to distribute resulting point loads from stair tower cantilevers away from lower level garage opening Uplift accounted for at rear support of cantilevers along full height of building b) Northwest Tower column modeled as a built-up box beam, see calcs Please feel free to contact our office if you have any questions or if we may be of any further assistance regarding these matters Sincerely, E Chris Lattimer, P E ASCENT GROUP, INC • 4940 Pearl East Circle, Suite 202 • Boulder, CO 80301 • 303 499 3022 • fax 303 499 3032 CuWwd O6-3231 11/27/06 ADDRESS OR LEOALDESCWP SPECIAL INSPECTION PROGRAM 1X\ V PLAN CHECK NUMBER: Qg»-5.Z'E\ OWNER'S MAME:U I, as AepwnerTor agoni of the owner (contractors may DQ! 019*^ the apcdal Inspector}, owlMyitwt I, an*ttBCtt^irwerafreawd,^l»»e«ponsHteBuikfingC«te<UBC)Secto 1701.1 for fie coratnic^ 10&3.&. U9CSo*i«n rtn&rttcntfyto&ltovepMt*irtfo1ioltofrwW*^to*P(i&lieciHistnuflicniinHtiotloefltedattfaesilBliJtednboMe. ^~ iea^OTdutixtofieeaT4,c«Ttdyf^itevcpKfittcdllKfDllQwii«s 106.35 far tfce can>muiiuA|m^«ol located at the site UtteAnbowe ^•tf^r S- Sollft CompBanceMorto Foundttfon tnauecttoo Structural Concmto Over 29DO PCI 2. Nam^)oftaMHvtduaI(s>orfl^«)ra>pomrfbl94te A. MlDGGT 3l$*tlMfA(LAaAOtOC£M/J/0&fAltoS'/ B. , - C. , 3. l^ites of fl»e«i»cldfa A. SPECIAL » far tfceworfc Hated «bov« of 3h* R£BAQ. luro EJL/JT/U6 ser ctwck toiMifltt COy andf 8«b Ibr opumraf otBLtt bo^mng wo* on «t fob «•. 9<JO/ 900*4 06B6* ASCENT CIVIL & STRUCTURAL ENGINEERING Boulder Denver San Diego Winter Park STRUCTURAL CALCULATIONS ADDENDUM Fourth La Costa 2003 Costa Del Mar Road Carlsbad, CA Exterior Renovation Three-Story Condo December 4, 2006 Prepared for 4Design Architecture and Planning PO Box 848 Oceanside, CA Prepared By Ascent Group, Inc 2221 S El Cammo Real Oceanside, CA 92054 760-965=0738 E Christopher Lattimer, P E ASCENT Job No Project Date \01(> Of> Page. By ^ tf Ch'k. CIVIL & STRUCTURAL ENGINEERING WWW ASCENTCRP COM _4_ ....-i. II. . 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I : T 7-^1 i • -\^- - j •: -Ot -[ i -i—t- _,... (_._...K i ..._fj 4 i ...j_.j..__,. ._|_.i -i-M -!_| BOULDER DENVER SAN DIEGO WINTER PARK ^ASCENT; CIVIL & STRUCTURAL ENGINEERING WWW ASCENTCRP COM Job No Project Date Ry Ob Ch'k COL, I—I- -f~i -i- ll i I i • ! ! •• ill; °? ~ •tTftir:-'- ._.LJ i-...u : -n\. ..-•...J... ~7. f* -j-^j-- T: srt3t^.m=^r4t±-^T! r,-r!4-n.-j.f~.4±H i-Hi ]r i "i "' I™,'"" """i TT'2- f"; ~]_Ti ""! i! ' 4_4_n_r_i4_[ la_^_j-4-U- .L..L 10 -T r .- j. _,...., j.._. H-l- -r-H--I -I i. «..._... 1.... N- r -n irxr''""!"1"1"""L.T J i_L-l i-j-j _i i -i -h-|- [—H-—^-4--1 -:-i-^---i-f-^ -4-4 ; I-A-1 J '•- " ~ -Ui i-i—ii i BOULDER DENVER SAN DIEGO WINTER PARK ASCENT , C.UUL. &_ST.RUCIURAL-EN£JllEERINfi-^Rev 580004 • User KW-0604145 VerSBO 1-Dec-2003(c)1983-2003ENERCALC Engineering Software Title Fourth La Costa Dsgnr LM Description Scope Date Job* 8 25AM, 4 DEC 06 General Timber Beam Page 1 calcs ecw Calculations Description Hanging Wall Beam General Information Fu Section Name 4x14 Beam Width Beam Depth Member Type Bm Wt Added to Loads Load Dur Factor Beam End Fixity Wood Density II Length Uniform Loads Center DL Left Cantilever DL Right Cantilever DL 3500m 13250m Sawn 1 250 Pin-Pin 40000pcf Code Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000 Base allowables are user defined | Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, Fb Base Allow Fv Allow Fc Allow E 208 00 #/ft LL #/ft LL #/ft LL 1600ft Lu 1600ft ft Lu 0 00 ft ft Lu 0 00 ft No 2 900 0 psi 1800 psi 625 0 psi 1,6000ksi ll 4800 #/ft #/ft #/ft i Summary { Span= 16 00ft, Beam Width Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max M allow fb 1,008 19 psi Fb 1,053 83 psi Deflections Beam Design OK = 3 500m x Depth = 13 25m, Ends are Pin-Pin 0957 1 86 k-ft 90 k-ft 8 60 k-ft at 0 00 k-ft at 000 k-ft 000 k-ft 899 fv 60 1 1 psi Fv 225 00 psi Maximum Shear * 1 8000ft 0000 ft Reactions LeftDL Right DL Allowable Shear Camber 1 77 k 1 77k 5 ©Left @ Right ©Left @ Center © Right Max Max 28k 104 k 2 15k 215k 0000 in 0450m 0000 m 2 15k 215k Center Span Deflection Location Length/Defl Camber ( using 1 5 @ Center ©Left @ Right Dead Load -0 300 in 8000ft 6399 ' D L Defl) 0 450 in 0 000 in 0 000 m Total Load -0 365 in 8000ft 52571 Left Cantilever Deflection Length/Defl Right Cantilever Deflection Length/Defl Dead Load 0 000 in 00 0 000 in 00 Total Load 0 000 in 00 0 000 in 00 ASCENT Title Fourth La Costa Dsgnr LM Description Scope Date Job# 825AM, 4 DEC 06 c ;iV_lk & STR11C1URALENGINEERJLNGRev 580004 User KW-0604145 VerSSO 1-Dec-2003 (e)1983-2003 ENERCALC Engineering Software General Timber Beam Page 1 calcs ecw Calculations Description Cantilevered Roof Beam (Stair Tower) ! General Information Full Code Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000 Base allowables are user defined Section Name LVL 5 250x14 000 Beam Width Beam Depth Member Type Load Dur Factor Beam End Fixity 5 250 in 14000m Manuf/So Pine 1 250 Pin-Pin Length Uniform Loads Center DL Left Cantilever Right Cantilever DL DL Center Span Left Cantilever Right Cantilever Truss Joist - MacMillan, Fb Base Allow Fv Allow Fc Allow E 16800#/ft LL 328 00 #/ft LL #/ft LL 1000ft Lu 1000ft 7 50ft Lu 7 50 ft ft Lu 0 00 ft MicroLam 1 9 E 2,600 Opsi 285 0 psi 750 0 psi 1 ,900 0 ksi 16800 #/ft 16800 #/ft #/ft Point Loads Dead Load 2,520 0 Ibs Live Load 504 0 Ibs distance -7 500 ft Wffi^^f^i:i&^'i^£&-'%x:&.-'!t$-£&&^ .£r^ d$S~£f, 5f Summary Span= 1000ft, Left Cant= Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max M allow fb 2,563 03 psi Fb 3,172 17 psi Ibs Ibs Ibs Ibs Ibs Ibs Ibs Ibs 0000ft 0000ft 0000ft 0000ft 0 7 50ft, Beam Width = 5 250m x Depth = 14 in, Ends are Pin-Pin 0808 1 -36 6 k-ft Maximum Shear 45 3 k-ft Allowable 000 k-ft at 10000ft Shear -28 12 k-ft at 0000ft -36 63 k-ft Camber 000 k-ft 45 34 Reactions fv 126 28 psi LeftDL 8 63 k Fv 356 25 psi Right DL -1 97 k *1 5 ©Left @ Right ©Left © Center © Right Max Max Ibs Ibs Ibs Ibs 000ft 0000ft Beam Design OK 93k 262 k 671k 282k 1 284 in 0 181 in 0 000 in 1209k -1 98k Deflections Center Span Deflection Location Length/Defl Camber ( using 1 5 * D L © Center ©Left © Right Dead Load 0 121 in 4126ft 9946 Defl) 0181 in 1 284 in 0 000 in Total Load 0 105 in 3986ft 1,14497 Left Cantilever Deflection Length/Defl Right Cantilever Deflection Length/Defl Dead Load -0 856 in 2103 0 000 in 00 Total Load -1 117 in 161 2 0 000 in 00 \\ ASCENT Title Fourth La Costa Dsgnr LM Description Scope Job# Date 825AM, 4 DEC 06 Rev 580004 User KW-0604145 Ver580 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software General Timber Beam Page 1 calcs ecw Calculations Description Cantilevered Roof Beam (Separation Tower) General Information Code Section Name LVL 3 500x11 875 Beam Width Beam Depth 3 500 in 1 1 875 in Member Type Manuf/So Pine Load Dur Factor Beam End Fixity 1 250 Pin-Pin Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000 Center Span Left Cantilever Right Cantilever 475ft Lu 6 75ft Lu ft Lu Base allowables are user defined p 475 ft 675 ft 000 ft Truss Joist - MacMillan, MicroLam 1 9 E Fb Base Allow Fv Allow Fc Allow E 2,600 0 psi 2850 psi 750 0 psi 1,9000ksi Full Length Uniform Loads jj Center DL Left Cantilever DL Right Cantilever DL Point Loads Dead Load 784 0 Ibs Live Load 360 0 Ibs distance -6 750 ft 112 168 Ibs Ibs 0000ft 00 #/ft LL 00 #ffi LL #/ft LL Ibs Ibs 0000ft 11200 #/ft 11200 #/ft #/ft Ibs Ibs Ibs Ibs 0 000 ft 0 000 ft 1Ibs Ibs Ibs Ibs 0000ft 0000ft Summary | Span= 4 75ft, Left Cant= 6 Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max M allow fb 2,057 02 psi Fb 3, 128 43 psi 75ft, Beam Width = 3 500m 0658 1 -14 1 k-ft 21 4 k-ft 0 00 k-ft at -9 12 k-ft at -1410 k-ft 000 k-ft 21 45 fv 1 1 8 58 psi Fv 356 25 psi x Depth = 1 1 875m, Ends are Pin-Pin Maximum Shear * 1 0000 ft 0000 ft Reactions LeftDL Right DL Allowable Shear Camber 410 k -1 65k 5 ©Left @ Right ©Left © Center @ Right Max Max Beam Design OK 49 k 148 k 350k 270k 0 605 in 0035m 0000 in 653k -244k L1Deflections Center Span Deflection Location Length/Defl Camber ( using 1 5 * D L @ Center ©Left @ Right Dead Load 0 023 in 1 964ft 2,453 1 Defl) 0 035 in 0 605 in 0 000 in Total Load 0 022 in 1 964ft 2,602 38 Left Cantilever Deflection Length/Defl Right Cantilever Deflection Length/Defl ^"•'•::,m.".-*&,W^Jv.:M^>V:ZX*&vt:'-<? Dead Load -0 404 in 401 4 0 000 in 00 ':!.>.:: -raw*^,.^- ^ ^,re^. :-<-v ' ^ ^;rm Total Load -0628 in 2581 0 000 in 00 ASCENT Title Fourth La Costa Dsgnr I.M Description Scope Date Job# 825AM, 4 DEC 06 _Rev 580004 User KW-06O4145 Ver 5 8 Q 1-Dec-2003(0)1983-2003 ENERCALC Engineering Software General Timber Beam Page 1 calcs ecw Calculations Description Roof Beam Spanning Garage Opening ! General Information Section Name 5125x18 Beam Width Beam Depth Member Type Bm Wt Added to Loads Load Dur Factor Beam End Fixity Wood Density Code Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000 Base allowables are user defined | 5 125m 18000m GluLam 1 250 Pin-Pin 40000pcf Center Span Left Cantilever Right Cantilever Douglas Fir, 24F Fb Base Allow Fv Allow Fc Allow E 2050ft ft ft -V8 2,400 0 psi 240 0 psi 650 0 psi 1 ,700 0 ksi Lu 0 00 ft Lu 0 00 ft Lu 000 ft ! Trapezoidal Loads 1 #1 DL @ Left DL @ Right | Point Loads Dead Load 8,632 0 Ibs Live Load 3,455 0 Ibs distance 7500ft 8000 #/ft 8000 #/ft Ibs Ibs 0000ft LL @ Left LL @ Right Ibs Ibs 0000ft #/ft #/ft Ibs Ibs 0000ft Start End Loc Loc Ibs Ibs 0000ft 7500 ft 20500 ft 1 Ibs Ibs Ibs Ibs 0000ft 0000ft I Summary | "^^.l^^^'&Tftir'"^ Span= 20 50ft, Beam Width Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max M allow fb 2,646 38 psi Fb 2,887 74 psi = 5 125m x Depth = 18 m 0916 1 61 0 k-ft 66 6 k-ft 61 03 k-ft at -0 00 k-ft at 000 k-ft 000 k-ft 6660 fv 133 65 psi Fv 300 00 psi Ends are Pin-Pin Maximum Shear * 1 7544ft 20 500 ft Reactions LeftDL Right DL Allowable Shear Camber 607 k 413k 5 ©Left © Right ©Left @ Center © Right Max Max Beam Design OK 123 k 277 k 826k 539k 0000 in 0976m 0000 m 826k 539k Deflections Center Span Deflection Location Length/Defl Camber ( using 1 5 * D L @ Center ©Left © Right Dead Load -0 650 in 9594ft 3782 Defl) 0 976 in 0 000 m 0 000 m Total Load -0 880 m 9594 ft 27948 Left Cantilever Deflection Length/Defl Right Cantilever Deflection Length/Defl Dead Load 0 000 m 00 0 000 in 00 Total Load 0 000 in 00 0 000 in 00 ASCENT _ CIVIL & SIRU£IimALEMGlNEERlN<LRev 580007 User KW-0604145 VerSSO 1-Dec 2003 (c)1983 2003 ENERCALC Engineering Software Title Fourth La Costa Dsgnr LM Description Scope Steel Beam Design Job* Date 8 25AM, 4 DEC 06 Page 1 calcs ecw Calculations Description Roof Beam Spanning Garage Opening General Information Steel Section . W12X22 Center Span 20 50 ft Left Cant 0 00 ft Right Cant 0 00 ft Lu Unbraced Length 0 00 ft Distributed Loads #1 #2 DL 0 080 LL ST Start Location 7 500 End Location 20 500 Point Loads # 1 #2 Dead Load 8 632 Live Load 3 454 Short Term Location 7 500 Code Ref A1SC 9th ASD, 1997 UBC, 20C Fy Pmned-Pmned Load Duration Factor Bm Wt Added to Loads Elastic Modulus LL & ST Act Together Note' Short Term #3 #4 #5 #6 Note' Short Term #3 #4 #5 #6 )3 IBC, 2003 NFPA 5000 50 OOksi 1 00 29,000 Oksi Loads Are WIND Loads J #7 k/ft k/ft k/ft ft ft Loads Are WIND Loads #7 k k k ft i) Summary [Beam OK TOW«.-.-»aammnn««-.«i— iHTr^na.-^.ami O131IC LOHQ U3S6 UOVeFHS itrBSS Using W12X22 section, Span = 20 50ft, Fy = 50 Oksi End Fixity = Pmned-Pmned, Lu = 0 00ft, LDF = 1 000 Actual Allowable Moment 60 851 k-ft 69 850 k-ft Max Deflection -0 821 m fb Bending Stress 28748 ks, 33 000 ks, Length/DL Defl 4062 1 Length/(DL+LL Defl) 2998 1 Shear 8220k 64012k fv Shear Stress 2 568 ksi 20 000 ksi fv/Fv 0128 1 LrForce & Stress Summary «- These columns are Dead + Live Load placed as noted —» Max M + Max M- Max M @ Left Max M @ Right Shear @ Left Shear @ Right Center Defl Left Cant Defl Right Cant Defl Query Defl @ Reaction @ Left Reaction @ Rt Maximum 60 85 k-ft 822k 536k -0 821 m 0000 m 0 000 in 0000ft 822 536 DL Only 4448 -000 603 409 -0606 0000 0000 0000 603 409 LL (3> Center 6085 -000 822 536 -0821 0000 0000 0000 822 536 LL+ST (3> Center -0821 0000 0000 0000 822 536 LL (3> Cants 0000 0000 0000 0000 LL+ST @ Cants k-ft k-ft k-ft k-ft k k 0 000 in 0 000 in 0 000 in 0 000 m k k Fa calc'd per Eq E2-1,K*L/r<Cc I Beam Passes Table B5 1, Fb per Eq F1-1, Fb = 0 66 Fy ASCENT Title Fourth La Costa Dsgnr LM Description Scope Job# Date 8 25AM, 4 DEC 06 Rev 580007User KW-0604145 VerSBO 1 Dec 2003(c) 1983 2003 ENERCALC Engineering Software Steel Beam Design Description Roof Beam Spanning Garage Opening Section Properties Depth Web Thick Width Flange Thick Area Rt Values for LRFD Design J Cw W12X22 12310m 0 260 in 4 003 in 0 425 in 6 48 m2 1 020 in 0 290 m4 16500m6 Weight Ixx lyy Sxx Syy R-xx R-yy Zx zy K 1 2201 #/ft 156000m4 4 660 m4 25 400 m3 2310 m3 4910 in 0 848 in 29 300 m3 3 660 m3 0 725 in ASCENT Title Fourth La Costa Dsgnr LM Description Scope Job# Date 825AM, 4 DEC 06 _C1VIU_& STRUCTURALRev 580004User KW-0604145 VerSBO 1-Dec-2003(c)1983 2003 ENERCALC Engineering Software General Timber Beam Page 1 calcs ecw Calculations Description Roof Transfer Beam General Information Code Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000 Base allowables are user defined^ Section Name LVL 3 500x14 000 Beam Width 3 500 in Beam Depth 14000m Member Type Manuf/So Pine Bm Wt Added to Loads Load Dur Factor 1 250 Beam End Fixity Pin-Pin Wood Density 40 000 pcf Center Span 500ft Left Cantilever ft Right Cantilever ft Truss Joist - MacMillan, MicroLam 1 9 E Fb Base Allow 2,600 0 psi Fv Allow 285 0 psi Fc Allow 750 0 psi E 1,9000ksi Lu Lu Lu 000 ft 000 ft 000 ft Trapezoidal Loads | #1 DL @ Left DL @ Right 8000 #/ft 8000 #/ft LL @ Left LL @ Right #/ft Start LOG #/ft End Loc 0000 ft 4000 ft Point Loads Dead Load 8,632 0 Ibs Live Load 3,455 0 Ibs distance 4 000 ft if Summary 1 Ibs Ibs 0000ft Ibs Ibs 0000ft mm^-;\^^^^^fA^-^3&mi^^,£f^^ii&>»^^-i-Kmis Ibs Ibs Ibs Ibs Ibs Ibs Ibs Ibs 0000ft 0000ft 0000ft 0000ft Beam Design OK Span= 5 00ft, Beam Width = 3 500m x Depth = 14 in, Ends are Pin-Pin Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max M allow to 1,031 18 psi Fb 3,250 00 psi Deflections Center Span Deflection Location Length/Defl Camber ( using 1 5 * D L @ Center ©Left @ Right 0317 1 9 82 k-ft 0 00 k-ft 000 k-ft 000 k-ft 3097 fv Fv Dead Load -0 016 in 2800ft 3,852 4 Defl) 0 023 in 0 000 in 0 000 in 9 8 k-ft 31 0 k-ft Maximum Shear Allowable at 4 000 ft Shear at 5 000 ft Camber Reactions 77 60 psi 356 25 psi Total Load -0 021 in 2820ft 2,791 08 Left DL 1 95 k Right DL 7 07 k Left Cantilever Deflection Length/Defl Right Cantilever Deflection Length/Defl *1 5 ©Left @ Right @ Left @ Center @ Right Max Max Dead^Load 0 000 in 00 0 000 in 00 38 k 175 k 264k 983k 0000 in 0023m 0000m 264k 983k h Total Load 0 000 in 00 0 000 in 00 Wmf'} Transmittal From the Office of 4 DESIGN Architecture and Planning- Kennith Chnss, Architect P O Box 848 Oceanside, CA 92049 760-433-1785 Fax 760-433-2810 www 4designarch com To Building Dept of City of Carlsbad Attn Mike Peterson From Scott Estacion Date December 22, 2006 Project Fourth La Costa Plan check #06-3221 Mike Peterson, We are writing in request for a review of the plan check #06-3221, called Fourth La Costa located at 2003 Costa Del Mar Road The project is an exterior restoration of an existing 48 unit condominium The problem in question refers to the building area not conforming with what is allowed for the occupancy (R-1) and construction type (type V-1HR) We calculated the existing building area using actual measurements we took on site and came up with approximately 47,280 sq ft We estimated construction type by what we found through exploratory openings Todays codes allow 42,000 sq ft for R-1 occupancy in a type V- 1HR 3 story building with yards on three sides We were unable to conform the building using today's code or the previous codes that may have been in use at the time of construction (Per 1967 UBC allowable floor area for occupancy type H in a 3 story type V-1HR building with yards on three sides located in fire zone no 3 = 42,133 sq ft) We believe the building was constructed sometime in the mid to late 60's and we do not have any existing drawings that specify the building construction and/or approvals The building gross square footages shown on the cover sheet of the plans are of the building floor area only This area does not include any of the existing 4' overhang of the mansard roof or the entry canopy that is to be removed nor does it include any area of the new architectural features Item #2 of the EsGil plan check states that the building exceeds allowable floor area for the R1 occupancy and to provide a justification for the new entrance area and miscellaneous other extensions of the building In our first response we noted that the areas listed were reflecting the existing building dimensions and the new additions to the building (separation towers and entry tower) were non occupiable architectural elements and they were not added into the building area This item came back stating that the entrance tower must be included into building area and that additional area may not be added to the building that does not comply with the code I confirmed the area requirement with Chuck Mendenhall at EsGil and even though we are removing all of the 4' mansard roof overhang and the existing entry canopy, the new addition cannot then be included into the non-conforming building area He suggested that we contact you for review and approval for replacement of the new entry tower for the existing entry canopy The new entrance tower area, at 204 sq ft , is smaller than the existing canopy, which is estimated at 314 sq ft (including adjacent mansard roofs) If we include the area of all the 4' mansard roof overhangs the total comes to 18,579 sq ft Compared to the new total area calculation of 16,977 sq ft you can tell that we are substantially decreasing the UBC defined floor area by 1 ,602 sq ft The entrance tower is an architectural element that provides building facade relief and modulation that is an essential part of the building design The area of this tower is comparable to the existing entrance canopy and is much less than the total area of the mansard roof overhangs We feel that the addition of this tower does not pose any threat or decrease the fire safety of the building and request that the design be approved as presented I have included some area exhibits and photos of the existing building as well as a copy of the most recent plan check received from EsGil for your reference If you have any questions please feel free to contact our office at (760) 433-1785 Thank you, SCOTT ESTACION 4DEBIGN ARCHITECTURE & PLANNING ' V- 36 -4'mG>m 0) 3D m m C> F misisg? o O COMSTCmCTOM 3D BOC'JKMVS HTl(I)Hoo m BE=EgS>CT VAlMllj 7v •n OO30 m o oc H o to FOURTH LA COSTA / CARLSBAD, CA O io = fS\ ,•0 & § >o I '•I-m0mo z:m: S6gmXu> ^Tl Itl ttl j |1 1|¥k er»a >s«5 55 ^ i>e o T|0)HOom li o|» O l!g o o o ICO FOURTH LA COSTA / CARLSBAD, CA 33OO•n mz H O (0 3D m I1*c> 58 OCO DOOJEEMTTS u>8 ft Si FOURTH LA COSTA / CARLSBAD, CA S3 B = Sol FOURTH LA COSTA / CARLSBAD, CA IlflmillII 0> »fl si Si gl sjr is ^ ^ l! SS ^5 §^ S£ »l s I S| S x p J53g gg SB g g g p g g Sg jj MSBP I S|°p F ssis Z *fit ° 3 S 6 Illf z pg Sfi*!5l3 3 I W FOURTH LA COSTA / CARLSBAD, CA FOURTH LA COSTA / CARLSBAD, CA 03C m m Oz CO n oF=j»»-i»»»!-«E]ni S 5! S5 FS § 32 p p i? 85 35 85 m9 5 05 £ (P (P B » fc » fc » r^v g (P m <P i o> ^ iS 3 i as sai 2 |l! jj* S Ik S o CO 6 £ e6 2 S S!< 35 5? S82 SS SSi I? i 9S 8 3la 2 • x ?i<S §2 ? § 5 3 i@ FOURTH LA COSTA / CARLSBAD, CA FOURTH LA COSTA / CARLSBAD, CA gm•S;<>H5z0) 0> 3f\?£i5aFS i» p -* »• w >• y I olI as 1 p jji p y s? || i»i s s I Ji PI I p I 3 HISS ! 8 si ^ 5s 5 §» 83* "°8 2il » HMi: '«ijiH!» s J M S 3 SSSBSPgii? i i S $ FOURTH LA COSTA / CARLSBAD, CA BUILDING PERMIT FEES CALCULATION Valuation: $1,440,000 Comm/Res (C/R): Building Fee $3,969 21 Plan Check Fee $2,579 99 Strong Motion Fee $144 00 License Tax/PFF $50,400 00 License Tax/PFF (in CFD) $26,208 00 10/25/2006 JanefAitar-"RE'BujIdmg'PiermitSJ^mlttaTFee" From "Brendan Coen" <bcoen@4designarch com> To "Janet Altar" <Jalta@ci carlsbad ca us> Date 10/25/2006 8 56 31 AM Subject RE Building Permit Submittal Fee Janet, The approximate contract value is around $30,000 per unit @ 48 units The total contract value would be around $1,440,000 Thanks for your help' Brendan Coen 4 Design Original Message From Janet Altar [mailto Jalta@ci carlsbad ca us] Sent Wednesday, October 25, 2006 8 49 AM To bcoen@4designarch com Subject Re Building Permit Submittal Fee Thanks for the files Since the work is so varied I think the best way to get to a $ is to base your fee on the contract valuation for this project If you can give me that number I will be able to proceed from there Thanks' Janet Altar Building Technician 1635 Faraday Ave Carlsbad, CA 92008 Phone 760-602-2717 Fax 760-602-8558 jalta@ci carlsbad ca us No virus found in this incoming message Checked by AVG Free Edition Version 7 1 408/Virus Database 268 13 11/496 - Release Date 10/24/2006 "?" Jii HnVI ^o I 4-\r (L- > s \r 885? i 1 188 , . City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 04-11-2007 Plan Check Revision Permit No PCR07063 Building Inspection Request Line (760) 602-2725 Job Address 2003 COSTA DEL MAR RD CBAD Permit Type PCR Status ISSUED Parcel No 2162100301 Lot# 0 Applied 03/27/2007 Valuation $0 00 Construction Type NEW Entered By KG Reference* CB063221 Plan Approved 04/11/2007 Issued 04/11/2007 Project Title BALBOA CONDOS DEFERRED ROOF Inspect Area TRUSS SUBMITTAL Applicant Owner 4 DESIGN ATCHITECTURE MURPHY EDWARD A&JOY M REVOCABLE 2000 TRUST 707 MISSION AVE 7758 ANILLO WAY OCEANSIDE CA 92054 CARLSBAD CA 92009 760-433-1785 Plan Check Revision Fee $90 00 Additional Fees $0 00 Total Fees $90 00 Total Payments To Date $90 00 Balance Due $0 00 FINAL APPROVAL Inspector Date — Clearance NOTICE Please take NOTICE that approval of your pro|ect 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 APPLn' to water and sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection witii 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 Cftft PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad CA 92008 2003 P' | CHECK NO EST VAL _- -/- Plan Ck Deposit Validated By _ Date "3 ~2.1 ^ Address (include Bldg/Suite #)Business Name (at this address) Legal Descnption 7 ic-» Z\o 'Q-3 (o\- Unit No Wlurh Phase No Total # of units Assessor's Parcel #Proposed Use Descnption of Work FT # of Stones # of Bedrooms .. SceM . # of Bathrooms.r^ft.^ Name Address Telephone*Fax# Address City ' State/Zip " Telephone* lPl^^ (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure, pnor to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) Name State License # Address License Class City State/Zip Citv Business License # Telephone # Designer Name State License # Address City State/Zip Telephone # tfr'^sijeg^x^i^s^ Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations D I have and will maintain a certificate of consent to self-insure for workers compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this permit is issued D I have and will maintain worker's compensation, as required by Section 3700 of the labor Code, for the performance of the work for which this permit is issued My worker's compensation insurance carrier and policy number are Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) D CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California WARNING Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars($100,000), In addition to the cost of compensation, damages are provided for In Section 3706 of the Labor Code, interest and attorney's fees SIGNATURE DATE ».;?£!>!P*$<!%8^ I hereby affirm that I am exempt from the Contractor's License Law for the following reason D I, as owner of the property or my employees with wages as their sole compensation will d the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is sold within one year of completion the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) D I as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon and contracts for sucii projects with contractors) licensed pursuant to the Contractor's License Law) D lam exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement D YES 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 number / contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate supervise and provide the major work (include name / address / phone number / /ontractors license number) . 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE.DATE WHITE File YELLOW Applicant PINK Finance EsGil Corporation In Partnership with government for (Buibfmg Safety DATE 4/5/07 a a JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 06-3221(PCRO7-063) SET REVS, Set I PROJECT ADDRESS 2003 Costa Del Mar Rd. PROJECT NAME Condominium, Exterior Restoration, Roof Trusses for Towers The truss plans and design 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 Chuck Mendenhall Enclosures Esgil Corporation D GA D MB D EJ D PC 3/29/07 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad 06-3221(PCRO7-O63) 4/5/07 '* VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO O6-3221(PCR07-063) PREPARED BY Chuck Mendenhall DATE 4/5/07 BUILDING ADDRESS 2003 Costa Del Mar Rd. BUILDING OCCUPANCY Rl TYPE OF CONSTRUCTION V-1HR BUILDING PORTION Minor revisions Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq Ft ) NA cb Valuation Multiplier Hrly By Ordinance Reg Mod VALUE ($) Bldg Permit Fee by Ordinance Plan Check Fee by Ordinance $9000 Type of Review Repetitive FeeRepeats D Complete Review D Other r-n Hourly Structural Only 0.75 Hour* Esgil Plan Review Fee $72 00 * Based on hourly rate Comments Sheet 1 of 1 macvalue doc THU 09:29 AN Truss Yard FAX NO, 619 477 6891 P. 02 MAR-15-2007 THU 09:29 AM Truss Yard FAX NO. 619 477 6891 P. 03 10/10 'd 1689 Ufr 619 'ON XW PJ*A S8n-M Hd 80:10 HOW I008-93-HVH City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 02-23-2007 ''•• Plan Check Revision Permit No PCR07016 Building Inspection Request Line (760) 602-2725 Job Address 2003 COSTA DEL MAR RD CBAD Permit Type PCR Status ISSUED Parcel No 2162100301 Lot# 0 Applied 01/23/2007 Valuation $0 00 Construction Type NEW Entered By LSM Reference # Plan Approved 02/23/2007 Issued 02/23/2007 Project Title BALBOA-CHANGE SOME WINDOWS & Inspect Area 5 COLUMNS TO NON FIRE RATED Applicant Owner SCOTT ESTACION MURPHY EDWARD A&JOY M REVOCABLE 2000 TRUST 707 MISSION 7758 ANILLO WAY OCEANSIDE 92054 CARLSBAD CA 92009 7604331785 Plan Check Revision Fee $12000 Additional Fees $0 00 Total Fees $12000 Total Payments To Date $12000 Balance Due $000 FINAL APPROVAL Inspector 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 • PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 :'° PROJECT INFORMATION 700S FOR OFFICE USE ONLY PLAN CHECK NO G~7*l EST VAL Plan Ck Deposit Validated By Date I Address (include Bldg/Suite #)Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor's Parcel tt Existing Use Proposed Use TP -TO ^Description of Work ^-G-XTEL^vo^? fZ CONTACT PERSON (if different from applicant) SO FT #of Stories tt of Bedrooms # of Bathrooms Name ^APPiJCANp. [^Contractor Address City | Agenffbr Contractor d Owner ;iHO Agent fqrOwner State/Zip Telephone #Fax # Name 3IIEPROPERTY OWNER Address City State/Zip Telephone tt Name Address City State/Zip Tele*" tone # "S" CONTRACTOR-COMPANY NAME ' •--.. ".TJ."".. 71:::,.' :-' "'III; "X. (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions CodeJ or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001) Name State License tt Address License Class City State/Zip City Business License tt Telephone # Designer Name Address City State/Zip Telephone State License tt 6. WORKERS'COMPENSATION ? •'•'"• ., , .ii^'4 •• ifi:!: Jfit: • -.....:/.^ • " . - •-. Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations O I have and will maintain a certificate of consent to self-insure for workers compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued Q I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My worker's compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) 0 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 SIGNATURE DATE ;7 >OWNER-BUILbi-R DECLARATION^ " .' ":.;• • ".H°: •':'":':'" •.. :' ' ':-~* 1 hereby affirm that I am exempt from the Contractor's License Law for the following reason n 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 ownei 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) l~l I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) f~l 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 l~l YES [~|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 number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE COMPLETE THIS SECTION FOR/VO«-/?£S^£W7Mi BUILDING PERMITS ONLY -.;'[''V -3K:: '":; ^1'" Sjfe- '••• :; | 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? O YES fj MO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? f~l YES (~l NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? d YES [3 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 DIS TRICT 8. CONSTRUCTION LENDING AGENCY '*" ....iJsSj '• •• • > ;*iS:: i.. -^ ' • I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code) LENDER'S NAME LENDER'S ADDRESS 1' APPLICANT CERTiFICATfiON ^. . ' "T^" .. ,hiff^ : ' ,.: ' MS* :""3 aX 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 representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned V./" at any time after the work is commencedf£jiape4;iod of 180 days (Section 106 4 4 Uniform Building Codei SIGNATURE -=^3^£&2— DATE \ PT>'?>- CT7 WHITE File YELLOW Applicant PINK Finance SSfce D </> DCS oil* °°M *l8z ^ illN <0. tn i rv§f t" -j •?Oiti<r!iz£uj-LUIU.X:soUQ. COQ.UIUJIL