The URL can be used to link to this page

Home My WebLink About2045 AVENUE OF THE TREES; ; CB001458; PermitCity of Carlsbad 05-2 4“ -2000 Res i dent i a I Pe r m it Building Inspection Request Line (760) 602-2725 Permit No:CB001458 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2045 AVENUE OF THE TREES CBAD RESDNTL SubType: RAD 1562903500 Lot #: 0 $6,720.00 Construction Type: NEW Reference #: 0 Structure Type: 0 Bathrooms: 0 LOFT IN FILL 240 SF Applicant: Owner: Status: ISSUED Applied: 04/17/2000 Plan Approved: 05/22/2000 Issued: 05/22/2000 Entered By: JM Inspect Area: Orig PC#: Plan Check#: 3MAS V&RIC BONOSORO JOHN BURTON THOMAS V&RICH ROBERT A 7925 05fZ/’Ofi i;J 02 2045 AVENUE OF THE TREES C-PRHT 108 33 CARLSBAD CA 92008 760-5 18-3000 Building Permit Add’l Building Permit Fee Pian Check Add’l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee $0.00 Add7 Renewal Fee $0.00 Other Building Fee $0.00 Pot. Water Con. Fee $0.00 Meter Size Add7 Pot. Water Con. Fee $0.00 Recl. Water Con. Fee $0.00 “”“KIZTRICAL TOTAL MECHANICAL TOTAL Housing Impact Fee Housing InLieu Fee Master Drainage Fee: Sewer Fee: TOTAL PERMIT FEES $20.00 $0.00 $0.00 $0.00 $0.00 $0.00 $165.09 FINAL APPROVAL Date: &,h- Clearance: c Inspector: J *p NOTICE: Please take NOTICE that approval of your project includes the ‘Imposition” of fees, dedications, reservations, or other exactions hereafter collectively referred to as “feeslexactions.” You have 90 days from the date this permit was issued to protest imposition of these feeslexactions. 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 feeslexactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any feedexactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 EST. VAL. Validated By Date Legal Description Lot No. Subdivision NamelNumber Unit No. Phase No. Total # of units Assessor's Parcel # ' Proposed Use Description of Work SQ. FT. #of Stories # of Bedrooms # of Bathrooms Rt;S/LkWct mi& LOFT f t&i a c/ 7 7d OR - COMPANY NAME (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 Codel 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 tS5001). Name Address City Statelzip Telephone # State License # License Class City Business License # Designer Name Address City Statelzip Telephone State License # 6 Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 of the work for which this permit is issued. 0 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 [$lo01 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 end civil fines up to one hundred thousand dollars ~$100,000). in addition to the cost of compensation. damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 181 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property. am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 :: 0 I (have have not) signed an application for a building permit for the proposed work. 3. 4. number I contractors license number): 5. I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is -BU$LD€R DECLARATION d I am exempt under Section I per Business and Professions Code for this reason: nally plan to provide the major labor and materials for construction of the proposed property improvement. YES ON0 I have contracted with the following person (firm) to provide the proposed construction (include name I address I phone number I 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 I address I phone I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone number I type Is the applicant or future buildinMupant 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 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 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. 0 YES 0 NO 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). LENDERS NAME LENDER'S ADDRESS RANT CERTIFICATION 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 Citd. 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 Dermit or if the buildina or work authorized bv such Dermit is susDended or abandoned at any time after the work is commen APPLICANT'S SIGNATURE WHITE: File YELLOW: Applicant PINK: Finance c/ City of Carlsbad Bldg Inspection Request For: 03/0 I /200 1 Permit# CBOOl458 Title: LOFT IN FILL 240 SF Description: Inspector Assignment: TL Type: RESDNTL SubType: RAD 2045 AVENUE OF THE TREES Phone: 76051 93000 / Job Address: Location : Inspector: d. Suite: Lot 0 APPLICANT BONOSORO JOHN Owner: BONOSORO JOHN pnls ,+, Remarks: f.0 Total Time: Requested By: JOHN CD Description Act Comments Entered By: CHRISTINE 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs InsDection History Date Description Act lnsp Comments 11/06/2000 17 Interior LathlDrywall AP TL 08/23/2000 14 Frame/Steel/BoltingNelding AP TL 08/23/2000 34 Rough Electric AP TL 08/23/2000 44 RoughlDuctslDampers AP TL 08/21/2000 14 Frarne/Steel/BoltingNelding CO TL NO ACCESS EsGil Corporation In Tartnership with Government for Builiiin. Safety DATE: 5/ 16/00 0 APPLICANT J U RIS DI CTION: Carlsbad PLAN CHECK NO.: 00-1458 SET: I1 PROJECT ADDRESS: 2045 Ave of the Trees PROJECT NAME: Bonosoro Residential Remodel R FILE w 0 0 0 0 0 0 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: 1 Fax #: REMARKS: Mail Telephone Fax In Person By: Chuck Mendenhall Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 5/9/00 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil CorDoration I ln Tartnership with Government for Bui@ing Safety DATE: 4/25/00 J URl SDl CTl ON: Carlsbad PLAN CHECK NO.: 00-1458 SET: I PROJECT ADDRESS: 2045 Ave. of the Trees PROJECT NAME: Bonosoro Residential Remodel 0 0 H 0 H 0 H 0 3rEFT a PLAN REVIEWER 0 FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 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: John Bonosoro 2045 Ave. of the Trees, 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: John Bonosoro Date contacted: y[ 25 (by:= REMARKS: Telephone #: (760) 51 9-3000 Fax #: TkO. 1-24).%333 Mail Telephone‘ Fax/ In Person By: Chuck Mendenhall Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 4/18/00 trnsrntl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 00- 1458 4/25/00 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 00-1458 JURISDICTION: Carlsbad PROJECT ADDRESS: 2045 Ave. of the Trees FLOOR AREA: 300 remodel Only STORIES: two HEIGHT: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 4/18/00 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Chuck Mendenhall COMPLETED: 4/25/00 DATE PLANS RECEIVED BY 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 Title 24 and the following model codes: 1994 UBC (effective 12/28/95), 1994 UPC (effective 12/28/95), 1994 UMC (effective 2/23/96) and 1993 NEC (effective 12/28/95). 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, 1994 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 00-1458 4/25/00 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industriaI projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1 161. 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) 560-1 468. 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. will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. Deliver all corrected sets of plans and calculationdreports directly NOTE: Plans that are submitted directly to EsGil Corporation only 0 MISCELLANEOUS 1. Show or note on the plans that all existing as well as new bed rooms must be equipped with smoke detectors. These may be battery operated. UBC 310.9.1.2. 2. Engineer responsible for the structural design must sign and seal the structural part of the plans. 3. Is the existing 8050 window in the new bed room openable? It is not clear that it will provide the required ventilation and emergency escape access from the new bed room. 4. The engineer must expand the design to show how he concluded that the combined PSL and existing 6x10 are adequate for the new loads. 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 921 23; 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. Carlsbad 00- 1458 4/25/00 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 00-1458 PREPARED BY: Chuck Mendenhall DATE: 4/25/00 BUILDING ADDRESS: 2045 Ave. of the Trees BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VN VALUATION MU LTI PLI ER I I I I Dwellinq I300 I City Est Air Conditioning Fire Sprinklers I TOTALVALUE I 16,720 I 0 I99 0 199 Type of Review: 0 Complete Review 0 Structural Only 0 Repetitive Fee Applicable UBC Building Permit Fee UBC Plan Check Fee Bldg. Permit Fee by ordinance: Plan Check Fee by ordinance: 0 Other: Esgil Plan Review Fee: Comments: $ 87.32 $ 56.76 0 Hourly $ 45.40 Sheet 1 of 1 macvalue.doc 5196 PLA"ING/ENGINEERING APPROVALS RESIDENTIAL ADDITION MINOR "PLAZA WINO REAL (<$10,oO0.00) CARISBAD COMPANY STORES COMPW OFFICE BUILDING DATE . South Coast Structural Design STRUCTURAL CALCULATIONS Project: 241 5 Bonosoro Remodel 2045 Ave. of the Trees Carlsbad, CA 92008 Prepared for: Phil Weatherly 3323 Par Drive Oceanside, CA 92056 Project No. : 00065 San Diego Avenue, Suite Phone: (61 9) 291 -4224 200 Fax: San Diego, CA 921 IO (61 9) 291-4243 i "/ -1 I, * SOUTH COAST STRUCTURAL DESIGN i SHEET No. L OF 7_ CHECKED BY DATE F SCALE TABLE OF CONTENTS SUBJECT DESIGN CRITERIA .................................................................................................................... LOADS ......................................................................................................................................... VERTICAL ANALYSIS ............................................................................................................. FOUNDATION DESIGN ............................................................................................................. LATERAL ANALYSIS ............................................................................................................. DETAILS ........................................................................................................................... SKEET 2 '3 4 c 5 . _, .... * ....... :. ...... ~. ........... % ..... ......... = ........... SOUTH COAST STRUCTURAL D€SIGN JOB GOVERNING CODE: CONCRETE: MASOMY: MORTAR: GROUT: REINFORCING STEEL: STRUCTURAL STEEL: WELDING: SAWNLUMBER: TJI JOISTS: GmLAMs: MICROW -- PARALLAMS: SOIL: DESIGN CRITERIA , U.B.C. 1997 F~ = 2000 psr, NO SPECIAL INSPECTION REQ’D, (u.N.o.) ASTM C90, FM = 1500 PSI, NO SPECIAL INSPECTION REQ’D, (U.N.O.) ASTM C270, Fc = 1800 PSI, TYPE S ASTM cm, F~ = 2000 psr ASTM A615, Fy=40 KSIFORXi AM3 SMALLER ASTM A6 15, Fy = 60 KSI FOR .W AND MGER (U.N.O.) ASTM A36, Fy = 26 KSI (STRUCW SHAPES AND PLATES) ASTM h-3, GRADE By Fy = 35 KSI (STRUCTURAL PIPE) ASTM MOO, GWE B, FY = 46 Ksr (STRUCTURAL TUBING) E70 SERIES-TYP., E90 SERIES FOR A615 GRADE 60 REINFORCING BARS DOUG FIR LARCH, ALLOWABLE UMT STRESSES PER 1997 UBC. TwJoistMacMrlIan * - ICBO NER-200 CTJI/ISDF, TNZSDF, TJI/35DF, & TN55DF) DOUGLAS FIR OR DOUGLAS FIWHEM GRADE 24F-V4 (SIMPLE SPANS) Tw Joist MacMdh - - ICBO m-292 (parauams) U.N.O. GRADE 24wa (CANTILEVERS) Tm Joist MacMihu - ICBO NER-126 (Mcro&) UNO. ‘0 EXISTING NATURAL SOIL VALUES PER UBC TABLE 18-&A SOL CLASSEKATION - 0 SOILS REPORTBY: DATED: 4 SOUTH COAST STRUCTURAL DESJGN JOB OOo6* SHEET NO. OF 7 CALCULATED BY DATE CHECKED BY DATE LOADS - ROOF DEAD LOAD: ROOFING MATERIAL C ) ................................................................... P.0 PSF SHEATHING .............................................................................................................................................. 1.5 RAFTER3C.J. (or) TRUSSES .................................................................................................................... 4.0 INSULATION ............................................................................................................................................. 1.5 DRYWALL .................................................................................................................................................. 2.5 OTHER(ELEC ., MECH ., MISC.) ................................................................................................................ 0.5 TOTAL DEAD LOAD: m.0 PSF LIVE LOAD: (PITCH 7.5 : 12) l6 .O PSF TOTAL LOAD: ?4 .o PSF FLOOR DEAD LOAD: FLOORING (CARPET & PAD) .................................................................................................................. 4.0 PSF LT. WEIGHT CONCRETE c SHEATHING ............................................................................................................................................. 2.0 JOISTS ....................................................................................................................................................... 3.5 DRYWALL .................................................................................................................................................. 2.5 OTHER (ELEC ., MECH ., MISC.) ................................................................................................................... 3.0 ......................................................................................................................... TOTAL DEAD LOAD: /9.0 PSF LIVE LOAD: (USE: p€Tt*va ) 40 .O PSF TOTAL LOAD: 54.0 PSF EXTERIOR WALL (,fi/*) STUDS ........................................................................................................................................................ 1.0 PSF DRYWALL .................................................................................................................................................. 2.5 INSULATION ............................................................................................................................................. 1.5 EXTERIOR FINISH ( j ................................................................................................. - -0 OTHER ......................................................................................................................................................... 1.0 TOTAL LOAD: -.O PSF INTERIOR WALL STUDS .......................................................................................................................................................... 1.0 PSF DRYWALL .................................................................................................................................................... 5.0 0- ........................................................................................................................................................... 1.0 TOTAL LOAD: 3.3 =F SOUTH COAST STRUCTURAL DESIGN JOB 0 006 2 SHEET NO. 4- OF 3 CALCUUTED BY DATE CHECKED BY ONE SCALE VERTICAL ANALYSIS / DESIGN LEVEL: FLcX3 R MEMBERS: &W, 3 W1= = PLF w231 = PLF PI= 3c LBS p1- a LBS RL= = US RR- = LBS VMU- a LBS nhx- a FT-LBS hum= a DP USE: X GRADE: CAMBeR: OR : X GRADE: CAMBER: SOUTH COAST STRUCTURAL DESIGN DETAILS SOUTH COAST STRUCTURAL DESIGN SHEET NO. 6 OF 7 CALCULATED BY DATE CHECKED BY DATE SOUTH COAST STRUCTURAL DESIGN JOB c0e.e. CoffiL SHEET NO. 1 OF L . I/ CALCULATED BY 3.G. DATF o5/O3/W CHECKED BY DATE SCALE I I 1 1