Loading...
HomeMy WebLinkAbout1861 SOUTH VIEW DR; ; CB023821; PermitCity of Carlsbad ~Ju 1635 Faraday Av Carlsbad, CA 92008 07-22-2003 Residential Permit Permit No: CB023821 Building Inspection Request Line (760) 602-2725 Job Address: 1861 SOUTH VIEW DR CBAD Permit Type: RESDNTL Sub Type: RAD Status: ISSUED Parcel No: 2073901600 Lot #: 0 Applied: 12/19/2002 Valuation: $12,669.00 Construction Type: VN Entered By: RMA Occupancy Group: Reference #: Plan Approved: 02107/2003 # Dwelling Units: 0 Structure Type: Issued: '02/07/2003 Bedrooms: 0 Bathrooms: 0 Inspect Area: JM Project Title: COURTNEY RES-123 SF ENLARGE Orig PC#: BREAK NOOK-W/ISLAND-MOVE SINKS,REPLACE 5 WINDOWSPlan Check#: Applicant: Owner: COURTNEY JAMES A&KATHLEEN COURTNEY JAMES A&KATHLEEN 1861 SOUTH VIEW DR 1861 SOUTH VIEW DR CARLSBAD CA 92008 CARLSBAD CA 92008 Building Permit $122.79 Meter Size Add'I Building Permit Fee $0.00 Add'I Red. Water Con. Fee $0.00 Plan Check $79.81 Meter Fee $0.00 Add'I Plan Check Fee $0.00. SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $1.27 PFF $0.00 Park in Lieu Fee $0.00 PFF (CFD Fund) $0.00 Park Fee $0.00 License Tax $0.00 LFM Fee $0.00 License Tax (CFD Fund) $0.00 Bridge Fee $0.00 Traffic Impact Fee $0.00 Other Bridge Fee $0.00 Traffic Impact (CFD Fund) $0.00 BTD #2 Fee $0.00 Sidewalk Fee $0.00 BTD #3 Fee $0.00 PLUMBING TOTAL $27.00 Renewal Fee $0.00 ELECTRICAL TOTAL $20.00 Add'I Renewal Fee $0.00 MECHANICAL TOTAL $0.00 Other Building Fee $30.00 Housing Impact Fee $0.00 Pot. Water Con. Fee $0.00' Housing lnLieu Fee $0.00 Meter Size Housing Credit Fee $0.00 Add'I Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Red. Water Con. Fee $0.00 Sewer Fee $0.00 Additional Fees $0.00 $280.87 Total Fees: $280.87 PER q' Due: $30.00 DATE t0M, S!GNATURLk4LJIEIUI.C..,,_ 0144 07/22/03 0002 01 02 CGF" 30-00 FINAL APPROVAL Inspector: Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which _You _have omviouslv been given a_ NOTICE _similar to this, or as to which the statuteof limitations has oreviouslv otherwise expired. Lot No. No. Phase No. Total # of units Use i Address (include Bldg/Suite Legal Description Assessor'q Parcel # Description of Work n/id (!$T Na APPLIJ.;jjDIcoi business Name (at PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO. EST. VAL. Plan Ck. Deposit - Validated By__- Name ....I Address City - - State/Zip Telephone # cLoRos&LvjE TJ - (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 Code] or -that he is exempt therefrom, and the baCis 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 I$5001) Name Address City State/Zip Telephone # State License # License Class City Business License # Designer Name Address - City. State/Zip Telephone State License # [6WORK np 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 for which this permit is issued. 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 ($1001 OR LESS) 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 6[,7,-1OWNER BUILDER DECLARATION I heieby affirm that I am exempt from the Contractor's License Law for the following reason: K 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 Se . 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). 0 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). - 0 I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO I (have / have not) signed an applicOtion for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 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 I phone number / contractors license number): '5. I will provide some of the work, but I have contracted (h d) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIG RE - Is the applicant or future bui g 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? 0 YES NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES Is the facility to be constructed within 1,000 feet of the outer boundary of a schoOl site? 0 YES NO - - IF ANY OF THE ANSWERS ARE YES. A FINAL CERTIFICATE OFOCCUPANCY MAY NOT BE ISSUED I1'NLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF-EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. RUCTION--_LENDING-':`A6E_NCyL- AA I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME - LENDER'S ADDRESS_______________________________________________________ - -_ -*--. I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction.-- I hereby authorize representatives of the Citc 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 enced within 180 days fr0r94he date of ch permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is c mme ced for a pen o f 0 VA Section iform Building Code). - APPLICANT'S SlGNATU I - - DATE WHITE: File YELLOW: plicant PINK: Finance - City of Carlsbad Permit Number: CB023 821 Issue Date: 02/07/03 JAMES & KATHLEEN COURTNEY 1861 SOUTH VIEW DR CARLSBAD CA 92008 RE: BUILDING PERMIT EXPIRATION PERMIT TYPE: RESDNTL ADDRESS: 1861 SOUTH VIEW DR PLEASE CALL FOR AN INSPECTION IF WORK IS COMPLETE Our records indicate that your building permit will expire by limitation of time on 11/01/03. The provisions of UBC, Section 106.4.4 as amended by the Carlsbad Municipal Code state: "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 (unless issued prior to 7/1/99 which is one year from date of permit), or if the building or work authorized by such permit is stopped at any time after the work is commenced for a period of 180 days or if the building or work authorized by such permit exceeds three calendar years from the issuance date of permit. Work shall be presumed to have commenced if the permittee has obtained a required inspection approval of work authorized by the permit by the Building Official within 180 days of the date of permit issuance. Work shall be presumed to be stopped if the permittee has not obtained a required inspection approval of work by the Building Official within each 180 day period upon the initial commencement of work authorized by such permit. Before such work can be recommenced, a new permit shall be obtained to do so, and the fee, therefore, shall be one-half the amount required for a new permit for such work, and provided that no changes have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not exceeded one year. In order to renew action on a permit after expiration, the permittee shall pay a new permit fee. Any person holding an unexpired permit may apply for an extension of the time within which work may commence under that permit when thepermittee is unable to commence work within the time period required by this. section for good and satisfactory reasons. The Building Official may extend the time for action by the permittee for a period not exceeding 180 days on written request by the permittee showing that circumstances beyond the control of the permittee have prevented action from being taken. No permit shall be extended more than once. Please check below indicating your intentions and return this letter to us. Project abandoned. A.new permit will be obtained prior to commencing work. No fee extension requested for 180 days. (attach a letter of explanation) Renewal permit requested. If the project has been completed and only a final inspection is needed, please call the inspection request line at (760) 602-2725. If you have any questions, please contact the Building Inspection Department at (760) 602-2700. PAT KELLEY Principal Building Inspector 1635 Faraday Avenue s Carlsbad, CA 92008-7314. (760) 602-2700 • FAX (760) 602-8560 City of Carlsbad Permit Number: CB02382 1 Issue Date: 2/7/03 JAMES & KATHLEEN COURTNEY 1861 SOUTH VIEW DR CARLSBAD CA 92008 RE: BUILDING PERMIT EXPIRATION PERMIT TYPE: RESDNTL ADDRESS: 1861 SOUTH VIEWDR PLEASE CALL FOR AN INSPECTION IF WORK IS COMPLETE Our records indicate that your building permit will expire by limitation of time on 4/4/04. The provisions of UBC, Section 106.4.4 as amended by the Carlsbad Municipal Code state: "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 (unless issued prior to 7/1/99 which is one year from date of permit), or if the building or work authorized by such permit is stopped at any time after the work is commenced for a period of 180 days or if the building or work authorized by such permit exceeds three calendar years from the issuance date of permit. Work shall be presumed to have commenced if the permittee has obtained a required inspection approval of work authorized by the permit by the Building Official within 180 days of the date of permit issuance. Work shall be presumed to be stopped if the permittee has not obtained a required inspection approval of work by the Building Official within each 180 day period upon the initial commencement of work authorized by such permit. Before such work can be recommenced, a new permit shall be obtained to do so, and the fee, therefore, shall be one-half the amount required for a new permit for such work, and provided that no changes have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not exceeded one year. In order to renew action on a permit after expiration, the permittee shall pay a new permit fee. Any person holding an unexpired permit may apply for an extension of the time within which work may commence under that permit when the permittee is unable to commence work within the time period required by this section for good and satisfactory reasons. The Building Official may extend the time for action by the permittee for a period not exceeding 180 days on written request by the permittee showing that circumstances beyond the control of the permittee have prevented action from being taken. No permit shall be extended more than once. Please check below indicating your intentions and return this letter to us. Project abandoned. A new permit will be obtained prior to commencing work. No fee extension requested for 180 days. (attach a letter of explanation) Renewal permit requested. If the project has been completed and only a final inspection is needed, please call the inspection request line at (760) 602-2725. If you have any questions, please contact the Building Inspection Department at (760) 602-2700. PAT KELLEY Building and Code Enforcement Manager 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 602-2700 • FAX (760) 602-8560 City of Carlsbad Bldg Inspection Request For: 06/02/2004 L Permit# CB023821 Inspector Assignment: JM Title: COURTNEY RES-123 SF ENLARGE Description: BREAK NOOK-W/ISLAND-MOVE SINKS,REPLACE 5 WINDOWS Type: RESDNTL Sub Type: RAD Phone: Job Address: 1861 SOUTH VIEW DR Suite: Lot 0 IT L/\,\ Location: Inspector: APPLICANT COURTNEY JAMES A&KATHLEEN Owner: COURTNEY JAMES A&KATHLEEN Remarks: CAN YOU FINAL PERMIT? NO RESPONSE TO LTR Total Time: Requested By: CHRISTINE Entered By: CHRISTINE CD Description Act Comme t 19 Final Structural AJ) A eea~ 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs/CVs Inspection History Date Description Act Insp Comments 10/07/2003 14 Frame/Steel/Bolting/Welding WC JM 10/07/2003 18 Exterior Lath/Drywall AP JM ADDON & WINDOWS 05/05/2003 17 Interior Lath/Drywall AP JM 05/05/2003 18 Exterior Lath/Drywall AP JM 04/28/2003 17 Interior Lath/Drywall CA JM PHONED IN BY OWNER 04/11/2003 14 Frame/Steel/Bolting/Welding AP JM OK TO DRYWALL 04/11/2003 24 Rough/Topout AP JM 04/11/2003 34 Rough Electric AP JM 04/11/2003 44 Rough/Ducts/Dampers AP JM 03/20/2003 13 Shear Panels/HD's AP JM 03/18/2003 14 Frame/Steel/Bolting/Welding PA JM (6) HOLD DOWNS VERIFIED OK TOCOVER W/SHEAR 03/07/2003 11 Ftg/Foundation/Piers AP JM OK TO POUR FOUNDATION 03/03/2003 21 Underground/Under Floor AP JM EsGil Corporation In Partnership with Government for Building Safety DATE: February 7, 2003 U APPLICANT OIS' JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 02-3821 SET: IV PROJECT ADDRESS: 1861 Southview Dr. PROJECT NAME: Courtney Residence Addition and Remodel 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. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LI The check list transmitted herewith is for your information. The;plans are being held at Esgil Corporation until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LI The applicant's copy of the check list has been sent to: L 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. 0. Person contacted: Jim Courtney Telephone # In Person Date contacted: (by: ) Fax : Mail Telephone Fax In Person REMARKS: Applicant to deliver plans to City. By: Bill Elizarraras Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC LOG trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGi.I Corporation 1n Partnership with government for BuiingStzfety DATE: January 31, 2003 JURISDICTION: Carlsbad PLAN CHECK NO.: 02-3821 PROJECT ADDRESS: 1861 Southview Dr. SET: III APPLICANT. O PLAN REVIEWER O FILE PROJECT NAME: Courtney Residence Addition and Remodel El The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LI 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. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 1`71 V The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. U 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: Jim Courtney 1861 Southview Dr. Carlsbad, CA. 92008 U 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: Jim Courtney Telephone #: 760-809-7710 Date contacted: Z-'-o (by:cf..) Fax #: 760-729-4041 MaiL/ Telephone Fax '..' In Person El REMARKS: By: Bill Elizarraras Enclosures: Esgil Corporation [:1 GA [1 M13 DEJ 0 PC' 1/7/02 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 02-3821 III January 31, 2003 RECHECK PLAN. CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 1861 Southview Dr. DATE PLAN RECEIVED BY ESGIL CORPORATION: 1/7/02, REVIEWED BY: Bill Elizarraras PLAN CHECK.NO.: 02-3821 SET: III DATE RECHECK COMPLETED: January 31, 2003 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations.. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. The following items have not been resolved from the previous plan reviews. The original correction. number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and, where they are located on the plans. Have changes been made not resulting from this list? DYes ONo Carlsbad 02-3821 III January 31, 2003 * The following corrections were either not properly shown or addressed. The correction list refers to original deficiency list dated 12/30/02. Additional corrections havebeen added as a result of this recheck . PLANS 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: 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. 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. . FRAMING 2. Show-how and where non-bearing walls (to be removed) are not supporting roof and floor loads? Show the actual beam sizes for the openings. These existing beams will be affected by the proposed deck floor loads and must be designed. The existing 4x1 0 beam is over stressed for application, provide an alternative beam (Designed by Lic. Engineer or Architect) and specify foundation size. Also show the beam size for new opening at Kitchen (@ existing window over sink). . MISCELLANEOUS To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bill Elizarraras at Esgil Corporation. Thank you. EsGil Corporation In fPartner.cIip wit/i government for !Bui(ling Safety DATE: January 14, 2003 JURISDICTION: Carlsbad PLAN CHECK NO.: 02-3821 SET: II PROJECT ADDRESS: 1861 Southview Dr. PROJECT NAME: Courtney Residence Addition and Remodel O APPLICANT ,aJUR1 —t-piii REVIEWER Cl FILE LI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. LI 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 checklist has been sent to: Jim Courtney 1861 Southview Dr. Carlsbad, CA. 92008 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: Jim Courtney Telephone #: 760-809-7710 Date contacted: / //,'/c3 (by: &r) Fax #: 760-729-4041 Mail 1iphone Fax-In Person LI REMARKS: By: Bill Elizarraras Enclosures: Esgil Corporation El GA El MB DEJ [:1 PC 1/7/02 tmsmtLdot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 02-3821 II January 14, 2003 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 1861 Southview Dr. DATE PLAN RECEIVED BY ESGIL CORPORATION: 1/7/02 REVIEWED BY: Bill Elizarraras PLAN CHECK NO.: 02-3821 SET: II DATE RECHECK COMPLETED: January 14, 2003 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. .. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please. briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes ONo Carlsbad 02-3821 II January 14, 2003 * The following corrections were either not properly shown or addressed. The correction list refers to original deficiency list dated 12/30/02. Additional corrections have been added as a result of this recheck . PLANS 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: 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. 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. . GENERAL RESIDENTIAL REQUIREMENTS 2. Show that ceiling height for habitable rooms is a minimum of 7-6". Section 310.6.1. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4: Show actual locations on plans. a) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. . FRAMING This project does not meet the following requirements, Please read through and address each individual question. If you can not comply with the conventional requirements then you must consult a Lic. Engineer or Architect. 4. Show the following on the plans for the required braced wall panels. If the requirements of braced wall panels in conventional light frame construction are not possible, provide design calculations from a licensed Engineer or Architect. a) Show on the plans the location, length and type of braced wall panel as per UBC Section 2320.11.3 and Table 23-IV-C-1. Carlsbad 02-3821 II January 14, 2003 Braced wall panels shall start at not more than 8' from each end of a braced wall line. Braced wall lines shall be in line or offset from each other by not more than 4 feet. Braced wall panels at the first story of a two story building shall be installed at each end and not more than 25' on center along the length of the braced wall line (but not less than 25% of the building length). Table 23-IV-C-1. Braced wall panels in one story shall be installed at each end and not more than 25' on center along the length of the braced wall line. b) Interior braced wall panels shall extend to the roof or floor diaphragm level. c) Any braced wall panel required by Section 2320.11.3 may be replaced by an alternate braced wall panel. UBC Section 2320.11.4. For alternate braced wall panels in one story buildings, show compliance with the following on the plans: Minimum braced panel length is 2'-8" in width and a maximum height of 10'-0". Each braced wall panel is sheathed on at least one face with 3/8" plywood sheathing nailed with 8d common or galvanized box nails per 23-I1-B-I and blocked at all plywood edges. A minimum of two anchor bolts installed in accordance with Section1806.6 between hold down devices. An approved hold down device fastened to the foundation and capable of providing an uplift capacity of not less than 1,800 pounds is provided at each panel end. The foundation that supports the braced panels is continuous across the entire length of the braced wall line and reinforced with a minimum of one #4 bar top and bottom. d) In the first story of a two story building, each alternate braced wall panel shall be as described above except that the plywood sheathing shall be provided on both faces, three anchor bolts are to be installed, and hold down devices at panel ends with uplift capacity of not less that 3,000 pounds provided. e) Continuous footings shall be provided under interior braced wall lines. See Section 2320.5.6 for possible exceptions. For Conventional Light-Frame Construction, buildings shall be provided with exterior and interior braced wall lines. Spacing shall not exceed 25' for Seismic Zone 4 or for wind speeds >80 mph on center in both directions in each story. Sections 2320.4.2 and 2320.5.1 and Table 23-IV-C-1. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2315. Details are not provided. Carlsbad 02-3821 II January 14, 2003 7. Show how and where non-bearing walls (to be removed) are not supporting roof and floor loads? Show the actual beam sizes for the openings. These existing beams will be affected by the proposed deck floor loads and must be designed. . ENERGY CONSERVATION * The regulations require a properly completed and properly signed Form CF-1 R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. * All sheets of the latest CF-1 R form must be imprinted onto the plans (sheets I of 3, 2 of 3 and 3 of 3 must be included). * All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-IR. * Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Measures Checklist". . MISCELLANEOUS To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes L3 No U 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 Bill Elizarraras at Esgil Corporation. Thank you. EsGil Corporation 2n Partnership with government for Bui(1ing Safety DATE: December 30, 2002 JURISDICTION: Carlsbad PLAN CHECK NO.: 02-3821 PROJECT ADDRESS: 1861 Sóuthview Dr. ARPWANT U PLAN REVIEWER 13 FILE SET:I PROJECT NAME: Courtney Residence Addition and Remodel The plans transmitted herewith have been corrected where necessary and substantially 'comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. F171 . 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: Jim Courtney 1861 Southview Dr. Carlsbad, CA. 92008 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: Jim Courtney Telephone #: 760-809-7710 Date contacted: i 7./30102(by: c ) Fax #: 760-729-4041 Mail —1elephone - Fax— In Person fl REMARKS: By: Bill Elizarraras Enclosures: Esgil Corporation E] GA 0MB DEJ 0 PC 12/23/02 trnsmtl.dot 9320Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 02-3821 December 30, 2002 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 02-3821 JURISDICTION: Carlsbad PROJECT ADDRESS: 1861 SouthvieW Dr. FLOOR AREA: 123 sqft. Dwelling Add'n STORIES: 1 123 sqft. Deck HEIGHT: ? REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: December 30, 2002 DATE PLANS RECEIVED BY ESGIL CORPORATION: 12/23/02 PLAN REVIEWER: Bill Elizarraras 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 ordinance 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. Present California law mandates that residential construction comply with the 2001 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 2000 UPC, 2000 UMC and 1999 NEC (all effective 11/1/02). The above regulations apply to residential construction; regardless of the code editions adopted by ordinance. 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. Carlsbad•02-3821 December 30, 2002 Generally the Plans are incomplete and a thorough Plan Check can not be done, The following list is a general list only and corrections may follow. . PLANS 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: 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. 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 theirPlanning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. Specify on the Title Sheet of the plans the gross floor area of each element of this project, including dwelling addition and deck. Section 106.3.3. 3.. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 1999 NEC.. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Clearly dimension building setbacks from rear property lines on the site plan. Section 106.3.3. Provide a fully dimensioned site plan drawn to scale. Section 106.3.3. . FIRE PROTECTION Show locations of smoke detectors: @ existing. Inside each bedroom. Centrally located in corridor or area giving access to sleeping rooms. On each story. When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors-shall be provided per.the above, except that smoke detectors added at existing construction need only be battery powered. Section 310.9.1.2. Carlsbad 02-3821 December 30, 2002 . GENERAL RESIDENTIAL REQUIREMENTS 8. Show, on floor plan, adjacent rooms with window sizes indicated to verify compliance with light and ventilation and egress requirements. 9. Show that ceiling height for habitable rooms is a minimum of 7'-6". Section 31 0.6.1. 10. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4: a). Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a. 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is lessthan 60 inches above the walking surface: RAILINGS 11. Guardrails (Section 509.1): Shall have a height of 36". Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B. . ROOFING AND DECKING 12. Specify roof material and application. Chapter 15. 13. Balconies and decks exposed to the weather and sealed underneath shall be sloped a minimum of 14 inch per foot for.drainage. Section 1402.3. . FOUNDATION REQUIREMENTS 14. Show height of all foundation walls. Chapter 16. 15. If required, show size, embedment and location of hold down anchors on foundation plan. Section 106.3.3. 16. If hold downs are required., note on plan that hold down anchors must.be tied in place prior to foundation inspection. Section 108.5.2. . FRAMING 17. Show nailing will bein compliance with Table 23-I1-B-I. 18. Show stud size and spacing. Table 23-IV-B. 19. Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2314. Carlsbad 02-3821 December 30, 2002 Provide roof framing plan and floor framing plan. Section 106.3.3. Provide a complete framing section. Section 106.3.3. Specify all header sizes for openings over 4' wide. Section 2320.11.6. Show the following on the plans for the required braced wall panels. If the requirements of braced wall panels in conventional light frame construction are not possible, provide design calculations from a licensed Engineer or Architect. a) Show on the plans the location, length and type of braced wall panel as per UBC Section 2320.11.3 and Table 23-IV-C-1. Braced wall panels shall start at not more than 8' from each end of a braced wall line. Braced wall lines shall be in line or offset from each other by not more than 4 feet. Braced wall panels at the first story of a two story building shall be installed at each end and not more than 25' on center along the length of the braced wall line (but not less than 25% of the building length). Table 23-IV-C-1. Braced wall panels in one story shall be installed at each end and not more than 25' on center along the length of the braced wall line. b) Interior braced wall panels shall extend to the roof or floor diaphragm level. c) Any braced wall panel required by.Section 2320.11.3 may be replaced by an alternate braced wall panel. UBC Section 2320.11.4. For alternate braced wall panels in one story buildings, show compliance with the following on the plans: • .• • Minimum braced panel length is 2'-8" in width and a maximum height of I0'-O". Each braced wall panel is sheathed on at least one face with 3/8" plywOod sheathing nailed with 8d common or galvanized box nails per 23-I1-B-I and blocked at all plywood edges. A minimum of two anchor bolts installed in accordance with SectionI806.6 between hold down devices. An approved hold down device fastened to the foundation and capable of providing an uplift capacity of not less than 1,800 pounds is provided at each panel end. The foundation that supports the braced panels is continuous across the entire length of the braced wall line and reinforced with a minimum of one #4 bar top and bottom. d) In the first story of a two story building, each alternate braced wall panel shall be as described above except that the plywood sheathing shall be provided on both faces, three anchor bolts are to be installed, and hold down devices at panel ends with uplift capacity of not less that 3,000 pounds provided.. e) Continuous footings shall be provided under interior braced wall lines. See Section 2320.5.6 for possible exceptions. Carlsbad 02.3821 December 30, 2002 For Conventional Light-Frame Construction, buildings shall be provided with exterior and interior braced wall lines. Spacing shall not exceed 25' for Seismic Zone 4 or for wind speeds >80 mph on center in both directions in each story. Sections 2320.4.2 and 2320.5.1 and Table 23-IV-C-1. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2315. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. Sections 2315 and .2513. Specify plywood grade and panel span rating. Table 23-11-E-1. Provide positive connection between addition and existing building at plate lines. Show how and where non-bearing walls (to be removed) are not supporting roof and floor loads? . ELECTRICAL (NATIONAL ELECTRICAL CODE) 30: Note on the plans that receptacle outlet locations will comply with NEC Art. 210-52(a). Show at least one wall switch-controlled lighting fixture at the exterior side of outdoor entrances or exits. NEC Art. 210(a). Show on the plan that ground-fault circuit-interrupter protection complies with NEC Art. 210-8, 'which reads as follows: All 125-volt, single-phase, 15- and 20- ampere receptacles installed in bathrooms, garages, basements, outdoors, kitchen counters and at wet bar sinks. . ENERGY CONSERVATION Note on the plans: "The manufactured windows shall have a label attached certified.by the National Fenestration Rating Council (NFRC) and showing compliance with the energy calculations." Carlsbad 02-3821 December 30, 2002 . MISCELLANEOUS Provide elevation details for both sides complete to upper deck area. Show how and where the deck is accessed? To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan. sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list: If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes L3 No L3 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 Bill Elizarraras at Esgil Corporation. Thank you. LI Carlsbad 02-3821 December 30, 2002 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 02-3821 PREPARED BY: Bill Elizarraras DATE: December 30, 2002 BUILDING ADDRESS: 1861 Southview Dr. BUILDING OCCUPANCY: R3/U1 TYPE OF CONSTRUCTION: VN BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE.: ($) Dwelling Add'n 123 City Estimate . . 12,669 Deck 123 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code 1Cb IBY Ordinance Bldg. Permit Fee by Ordinance jj I $122791 Plan check Fee by Ordinance I I $79.81 Type of Review: 0 Complete Review D Structural Only 0 Other 0 Repetitive Fee HI Repeats 0 Hourly Hour * Esgil Plan Review Fee I $68.76 Comments: Sheet 1 of 1 macvalue.doc OTHER. PLANNING/ENGINEERING APPROVALS . PERMIT NUMBER CB O 3 ( DATE le;A~16,2 1 ADDRESS (8 ./ s u RESIDENTIAL-*::,.:. Q TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR.. PLAZACANINO.REAL .. (<$101000.00) . CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING PLANNER DATE ENGII DATEMEER oocslMlsformslPlaflfllflg Engineering Approvals -. ........... . 'S •••••. I ••. . 4 ( Drawn by: Jim C. Date: 12-12-02 10F3 I r PLOT PLAN - Not To Scale VICINITY MAP. Drawn by: Jim C. Date: 12-12-02 Revision: Date: 5r•j' - - NEW KITCHEN FLOORPLAN EXISTING KITCHEN FLOORPLAN ].20F.3 z •- c) PC :L) Drawn by: Jim C. Date: 12-12-02 Revision: Date: 3, OF tr •;t•t•.1• . DECK RAILING9 NOT WITH LESS THANV. 1 COATING W/ %"CDX PLYWOOD SHOWN FOR SIMPLICITY.* SPACE BETWEEN. SPACE BETWEEN. f ELASTO WITH LESS THAN 4" i fr2X12! FAS _______________________________ ________________ i BETWEEN RAFTERS 2 ROOF JOISTS MIN. R-30.. CEILING FOR INSULATIOJ . I I . I. •. . j3jEi4il I . . 8-02-0 FIXED J .-4-0..2-0. FIXED . . .. I . . . - . ... . - WALL INSULATION. .1. . ____ .. . .. . .000' 0i. . I I .blc,0\.# - I . . \ I . .4-0 3-0 SLIDER I.. •1 I - VT 'i'P BO 8-0 6-8 SLIDER .. . I . . . . - 2X4 OF STUDS @ 16" O.G. . . . - ,rn° sTuc.c.o I . •. ... ••- .-. --f 1 a- . . ... I • . / 2X4 11.TD SILL I"I/ 5/b'XI2' AD. # 46" O. . ... . . . I ALV SCREEQ #3 REBAR e IS EA. HAY @ MIPHT. OF SLAB 5/8"X 12" ANCHOR BOLTS WITH 2" WASHERS AT ECK RAILINGS NOT S OW ri. "\ . 32 0 C_ 6"M 120 MN I rl~ 4 RE-BAR ~3" FROM TOP #4 RE-BAIR 311 FROM TOP 4 AND 3" FROM BOTTOM 51"FROM BOTTOM 12 8" THICKENED EDGE - . . . NEW SOUTH WALL AT S.. . .. . :TYPICAL EXT.. E)USTINGFLOOR SLAB, WALLNOTES. .• . . . .. :WALL&OUNDATION CONVENTIONAL FRAMING FOR WALL. 5. EXTERIOR FINISH TO BE STUCCO TO FOUNDATION A TIN NOTES. . . USE ONE SIMPSON PAHD42 AT EACH MATCH THE EXISTING HOUSE . . COLUMN. . 6. PLYWOOD I ELASTOMERIC DECK I USE 5/8"X 12" A.B. WI 2" WASHER @ 32" O.Q, 6. 8" THICKENED EDGE ABUTTiNG. USE ONE SIMPSON LSTI49 © TOP PLATE AND SAFETY RAILINGS TO MATCH 2 ALL HOLD-DOWNS MUST BE TIED IN PLACE PRIOR TO EXISTING FLOOR SLAB, TO ATTACH NEW WALL TO EXISTING EXISTING STRUCTURE. CONCRETE PLACEMENT WITH #4 DOWELS 15" LONG AT 32"O.C. STRUCTURE. . . . . 3. FLOOR SLAB 10 HAVE MIN. THICKNESS OF 4" W/ 3/8" . IMBEDDED MIN. 6" INTO EXISTING SLAB. INSTALL ONTINUOUS (UNCUT) 4 X 10 REBAR 18" O.C. EACH WAY, OVER SAND W/ 6 MIL USE SET HIGH STRENGTH BEAM / HEADER FROM EXISTING WALLS ••.. VISQUEEN VAPOR BARRIER. EPDXY TIE SYSTEM. TO THE CORNER AT THE TOP OF . - 4. ALL CONCRETE-TO BE MIN. 2500 PSI STRENGTH AT 28. 7. FOUNDATION TO HAVE TWO #4 REBAR WALL. . . '.- • DAYS. " " M BOT ENTIRE VV. . Z. ASSUME 1,000 PSF SOIL BEARING STRi1GTH: ONE 3 FR M £ . . .•• . . ••