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Home My WebLink About2638 ABEDUL ST; ; CB023234; Permit04-2 1 -2004 You are hereby FURTHER NOTIFIED that your right to protest the specified feedexactions 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 ~ Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: JOE SHlRVANlAN 2638 ABEDUL ST CARLSBAD CA 92009 942-5564 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Building Inspection Request Line (760) 602-2725 Miscellaneous Permit Permit No: CB023234 2638 ABEDUL ST CBAD 2153503200 Lot #: 0 Applied: 10/25/2002 Plan Approved: 1 1/19/2002 Issued: 11/19/2002 MlSC Subtype: OTHER Status: FINAL -3-v $0.00 Entered By: CB SHlRVANlAN RES/ REPLACE HEADER Inspect Area: PD W/ METAL I BEAM TO OPEN UP WALL Owner: SHlRVANlAN MINOO 2638 ABEDUL ST CARLSBAD CA 92009 Miscelaneous Fee #I Miscelaneous Fee #2 Additional Fees $60.00 $0.00 $0.00 TOTAL PERMIT FEES $60.00 Total Fees: $60.00 Total Payments To Date: $60.00 Balance Due: $0.00 *@\ 1 1-1 9-2002 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: JOE SHlRVANlAN 2638 ABEDUL ST CARLSBAD CA 92009 942-5564 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Building Inspection Request Line (760) 602-2725 Miscellaneous Permit Permit No: CB023234 2638 ABEDUL ST CBAD MlSC Subtype: OTHER Status: ISSUED 21 53503200 Lot #: 0 Applied: 10/25/2002 $0.00 Entered By: CB Plan Approved: 1 1/19/2002 Issued: 1 1/19/2002 SHIRVANIAN RES/ REPLACE HEADER W/ METAL I BEAM TO OPEN UP WALL Inspect Area: 1642. ll/1?/02 0002 (11 02 CGP 6o.w Owner: SHIRVANIAN MlNOO 2638 ABEDUL ST CARLSBAD CA 92009 Total Fees: $60.00 Total Payments To Date: $0.00 Balance Due: $60.00 Miscelaneous Fee #1 Miscelaneous Fee #2 Additional Fees TOTAL PERMIT FEES ~~ $60.00 $0.00 $0.00 $60.00 FINAL APPROVAL I nmector : 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 "feeeslexactions." You have 90 days from the date this permit was issued to protest imposition of these feedexactions. 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. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NOLWZ3zH EST. VAL. Plan Ck. Deposit Validated By cp Date , Assessor's Parcel # Existing Use Proposed Use gent f liY - "/ . Name Address City Statelzip Telephone # (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 [$5001). Name Address City Statelzip Telephone # State License # License Class City Business License # Designer Name Address City Statelzip Telephone State License # Workers' Compensation Declaration: I hereby affirm under pe 0 of the work for which this permit is issued. 0 issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$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 and civil fines up to one hundred thousand dollars ($100,0001. 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: 0 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). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The K on actor'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 '8 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 1 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 RAWON pursuant to the Contractor's License Law). 0 1. 2. 3. 4. am exempt under Section personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ON0 (have I have not) signed an application for a building permit for the proposed work. have contracted with the following person (firm) to provide the proposed construction (include name I address I phone number I contractors license number): Business and Professions Code for this reason: 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 number I contractors license number): PROPERTY OWNER SIGNATUR COMPLETE THIS SECTION FOR 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 NSfRUCflON LENDING AGENCY 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 Citv 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 or work authorized by such permit IS suspended or abandoned at any time after the work is %APPLICANT'S SIGNATURE DATE /uA<ff4 2 WHITE: File YELLOW: Applicant PINK: Finance L. City of Carlsbad June 24,2003 Permit Number: CB023234 Issue Date: 11/19/02 JOE SHIRVA" 141 S EL CAMINO REAL #A ENCINlTAS CA 92054 RE: BUILDING PERMIT EXPIRATION ADDRESS: 2638 ABEDUL ST PLEASE CALL FOR AN INSPECTION IF WORK IS COMPLETE PERMIT TYPE: MISC Our records indicate that your building permit will expire by limitation of time on 8/11/03. 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 bo 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 If you have any questions, please contact the Building Inspection Department at (760) 602-2700. (760) 602-2725. PAT KELLEY Principal Building Inspector 1635 Faraday Avenue Carlsbad, CA 92008-731 4 - (760) 602-2700 - FAX (760) 602-8560 @ .* City of Carlsbad June 24,2003 Permit Number: CB023234 Issue Date: 11/19/02 sHIRvA"REsIDENcE 2638 ABEDUL ST CARLSBADCA 92009 RE: BUILDING PERMIT EXPIRATION ADDRESS: 2638 ABEDUL ST PLEASE CALL FOR AN INSPECTION IF WORK IS COMPLETE PERMIT TYPE: MISC Our records indicate that your building permit will expire by limitation of time on 8/11/03. 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 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) _- - RenewaI permit requested. If the project has been completed and only a final inspection is needed, please call the inspection request line at If you have any questions, please contact the Building Inspection Department at (760) 602-2700. PAT KELLEY Principal Building Inspector (760) 602-2725. 1635 Faraday Avenue Carlsbad, CA 92008-7314 - (760) 602-2700 - FAX (760) 602-8560 @ C. Inspection List Permit#: CB023234 Type: MlSC OTHER SHlRVANlAN RES/ REPLACE HEADER W1 METAL I BEAM TO OPEN UP WALL -_ Date Inspection Item Inspector Act Comments 09/12/2003 19 09/10/2003 19 09/10/2003 19 02/12/2003 21 02/11 /2003 21 01 /22/2003 14 01/22/2003 17 01 /I 612003 16 01 /14/2003 12 01/14/2003 23 01 I1 4/2003 34 12/24/2002 14 12/20/2002 14 12/12/2002 1 4 1211 a12002 14 Final Structural Final Structural Final Structural Underground/Under Floor UndergroundMnder Floor Frame/SteeVBolting/Weldin Interior Lath/Drywall Insulation SteeVBond Beam Gas/Test/Repairs Rough Electric FramelSteeWBoltingMIeldin Frame/Steel/Bolting/Weldin Frame/SteeVBoltingNVeldin Frarne/Steel/BoltingMeldin PD PD PD JE JE JE JE JE JE JE JE PS PS JE JE co NO ONE HOME-2:30, SEE ATTACHED NOTICE NS NS AP 1/2 BATH FRONT OK co REPLACE SAN-T FllTlNG wc AP AP AP AP AP co co NEEDS APPROVED FAB SHOP co co SEE NOTICE AlTACHED Tuesday, Februaly 24,2004 Page 1 of 1 .-. City of Carlsbad Bldg Inspection Request For: 09/10/2003 Permit# CB023234 Inspector Assignment: PD Title: SHlRVANlAN RES/ REPLACE HEADER Description: W/ METAL I BEAM TO OPEN UP WALL Type: MlSC Sub Type: OTHER Job Address: 2638 ABEDUL ST Suite: Lot 0 Location: APPLICANT JOE SHIRVANIAN Owner: SHIRVANIAN HOSSEIN Remarks: Q FINAUWPIRE - ORWWW TQGQDE EN Total Time: lnspecto phondk Requested By: CHRISTINE Entered By: CHRISTINE 75 Comment CD Description 19 Final Structural 7-12- UO QcJe f&jpL(p< 2:30 Associated PCRs/CVs Date 02/12/2003 02/11/2003 01/22/2003 01/22/2003 01/16/2003 0 111 412003 0 111 412003 01/14/2003 12/24/2002 12/20/2002 12/1 a2002 la1 2/2002 Inspection History Description 21 UndergroundlUnder Floor 21 UndergroundUnder Floor 14 Frame/SteellBoltingM”Velding 17 Interior Lath/Drywall 16 Insulation 12 SteeVBond Beam 23 Gas/lest/Repairs 34 Rough Electric 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/BoltingMlelding 14 Frame/Steel/BoltingMlelding 14 Frame/Steel/Bolting/Welding Act AP co WC AP AP AP AP AP co co co co lnsp Comments JE 1/2 BATH FRONT OK JE REPLACE SAN-T FITTING JE JE JE JE JE JE PS PS NEEDS APPROVED FAB SHOP JE JE SEE NOTICE ATTACHED CITY OF CARLSBAD -*:NOTICE (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE 9-12 -07 TIME PERMIT NO. FOR INSPECTION CALL (760) 602-2725. FOR FURTH PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER Q City of Carlsbad Bldg Inspection Request For: 01/14/2003 Permit# C6023234 Inspector Assignment: JE Title: SHlRVANlAN RES/ REPLACE HEADER Description: W/ METAL I BEAM TO OPEN UP WALL Type: MlSC Sub Type: OTHER Job Address: 2638 ABEDUL ST Suite: Lot 0 Location: APPLICANT JOE SHlRVANlAN Owner: SHlRVANlAN HOSSEIN Remarks: PLEASE INSPECT Phone: 61 99173707 Inspector: f* Total Time: Requested By: AUGUSTINE CD Description Act Comment Entered By: CHRISTINE .$g 12 SteeVBond Beam a3 A!& 3LZTLL Associated PCRsEVs Inspection Histow Date Description Act lnsp Comments 12/24/2002 14 FramdSteeVBdtingNVelding CO PS 12/20/2002 14 FramdSteeVBoltingNVelding CO PS NEEDS APPROVED FAB SHOP 181 8/2002 14 FramdSteeVBoltingNVelding CO JE 12/12/2002 14 Frame/Steel/Bolting”Velding CO JE SEE NOTICE ATACHED City of Carlsbad Bldg Inspection Request For: 12/24/2002 Permit# CB023234 Inspector Assignment: JE Title: SHIRVANIAN RES/ REPLACE HEADER Description: W/ METAL I BEAM TO OPEN UP WALL Type: MlSC Sub Type: OTHER Job Address: 2638 ABEDUL ST Suite: Lot 0 Location: APPLICANT JOE SHIRVANIAN Owner: SHIRVANIAN MlNOO Remarks: PLEASE INSPECT HEADER BEAM AFTER 10AM Phone: 7609425564 Inspector: 55 Total Time: Requested By: OWNER Entered By: CHRISTINE CD Description omment 14 Frame/SteeUBolting(Welding Associated PCRs/CVs InsDection History Date Description Act lnsp Comments 12/20/2002 14 FramelSteelWoltingMIelding CO PS NEEDS APPROVED FAB SHOP 12/18/2002 14 FrarnelSteeVBoltingMIelding CO JE 12/12/2002 14 Frame/Steel/BoltingMIelding CO JE SEE NOTICE ATTACHED , .. 1' CITY OF CARLSBAD NOTICE (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE/!!. ZLf *oz TIME LOCATION Dw [ - PERMIT NO. FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? c] YES PHONE CODE ENFORCEMENT OFFICER @ City of Carlsbad Bldg Inspection Request For: 12/20/2002 Permit# CB023234 Title: SHlRVANlAN RES/ REPLACE HEADER Description: W/ METAL I BEAM TO OPEN UP WALL Inspector Assignment: JE Type: MlSC Sub Type: OTHER Phone: 7609425564 Job Address: 2638 ABEDUL ST Suite: Lot 0 Location: i APPLICANT JOE SHlRVANlAN Inspector: zs Owner: SHlRVANlAN MINOO Remarks: HEADER BEAM INSPECTIQN Total Time: Requested By: JOSE BANYAN ? Entered By: CHRISTINE CD Description Act Comment 14 Frame/SteeVBoltinglWelding Associated PCRs/CVs Inspection History ’ Date Description Act lnsp Comments 12/18/2002 14 Frame/SteeVBolting/Welding CO JE 12/12/2002 14 Frame/SteeVBolting/Welding CO JE SEE NOTICE AlTACHED 1) City of Carlsbad Bldg Inspection Request For: 12/18/2002 Permit# CB023234 Title: SHlRVANlAN RES/ REPLACE HEADER Description: W/ METAL I BEAM TO OPEN UP WALL Type: MlSC Sub Type: OTHER Job Address: 2638 ABEDUL ST Suite: Lot 0 Location: APPLICANT JOE SHIRVANIAN Owner: SHlRVANlAN MlNOO Remarks: PA Inspector Assignment: JE Phone: 0000000000 Inspector: % Total Time: Requested By: AUGUSTB Entered By: CHRISTINE CD Description Act Comment 14 Frame/SteeVBolting(Welding ~ eo Associated PCRs/CVs InsDection History Date Description Act lnsp Comments 12/12/2002 14 FramelSteeVBdtingMlelding CO JE SEE NOTICE AlTACHED 1\37 %-4 .- CITY OF CARLSWD -NOTICE (7601 602-2700 BUILDING DEPARTMENT 1635 FARADAV AVENUE c m FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? L-/ YES FOR FURTHER INFORMATION, CONTACT hJ-4.76-- . - A $5t@dU 496,f<. 4% ~ ? PHONE 0 BUILDING INSPECTOR CODE ENFORCEMENT OFFICER City of Carlsbad BIdg Inspection Request For: 12/12/2002 Permit# CB023234 Inspector Assignment: JE Title: SHIRVANIAN RES/ REPLACE HEADER Description: WI METAL I BEAM TO OPEN UP WALL Type: MlSC Sub Type: OTHER Job Address: 2638 ABEDUL ST Suite: Lot 0 Location: APPLICANT JOE SHIRVANIAN Owner: SHIRVANIAN MlNOO Remarks: REQUESTED HEADER INSPECTION (PERMIT ?) Total Time: Phone: Inspector: ,e Requested By: SANCHE BlNlON Entered By: CHRISTINE CD DescriDtion Act Comment 14 Frame/Steel/Bolting/Welding cs &*cs- Associated PCRs/CVs InsDection History Date Description Act lnsp Comments ., CITY OF CARLSBAD NOTICE (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE e FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? FOR FURTHER INFORMATION, CONTACT LdGJ --~\27/5-- PHONE @ BUILDING INSPECTOR CODg ENFORCEMENT OFFICER ! / I .. - EsGil - Corporation DATE: 11/18/02 JURI SDI CTl ON: Carlsbad 0 FILE PLAN CHECK NO.: 02-3234 SET: Ii PROJECT ADDRESS: 2638 Abedul Street PROJECT NAME: Remove Bearing Wall at Dining Room/Add beam for Shirvani 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. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list The check list transmitted herewith is for your information. The plans are being held at Esgil The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant 0 The applicant’s copy of the check list has been sent to: and should be corrected and resubmitted for a complete recheck. Corporation until corrected plans are submitted for recheck. contact person. Esgil Corporation staff did not advise the applicant that the plan check has been completed. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: 1 Fax #: REMARKS: 1) On City sets as noted Smoke Detectors require no new foundation -existing Detail and reference existing footings etc. adequate . By: RayFuller Enclosures: Mail Telephone Fax In Person /slab will be tied into Esgil Corporation 0 GA MB EJ PC I 1/12/02 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 6 Fax (858) 560-1576 - EsGil Comoration DATE: 11/04/02 JURISDICTION: Carlsbad PLAN CHECK NO.: 02-3234 P PLAN REVIEWER P FILE SET: I PROJECT ADDRESS: 2638 Abedul Street PROJECT NAME: Remove Bearing Wall at Dining Room/Add beam for Shirvani 0 The plans transmitted herewith have been corrected where necessary and substantially comply 0 The plans transmitted herewith will substantially comply with the jurisdiction’s building codes with the jurisdiction’s building codes. when minor deficiencies identified below are resolved and checked by building department staff. 0 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: #oss a’n SA;pl/&pj 141 S. El Camino Real #A Encinitas, Ca. 92 o z 0 Esgil Corporation staff did not advise the applicant that the plan check has been completed. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Hossein Shirvani (v. t4) Date contacted: 11 IS/ QL (by: [L ) Telephone #: (760) 942-5564 Fax #: Mail - Telephone’ Fax In Person REMARKS: By: RayFuller Enclosures: Esgil Corporation 0 GA MB 0 EJ 0 PC 10/29/02 tmsmtJ.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 (858) 560-1468 + Fax (858) 560-1576 .* Carlsbad 02 - 32 34 11/04/02 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 02-3234 PROJECT ADDRESS: 2638 Abedul Street FLOOR AREA: STORIES: 2 NO Change HEIGHT: Existing 1 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 10/25/02 ESGIL CORPORATION: 10/29/02 DATE INITIAL PLAN REVIEW JU Rl SDI CTl 0 N : Carlsbad DATE PLANS RECEIVED BY PLAN REVIEWER: Ray Fuller 'COMPLETED: 1 1/04/02 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 1998 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 1997 UPC, 1997 UMC and 1996 NEC (all effective 7/1/99). 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, sDecification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 02-3234 11/04/02 0 PLANS 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: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92009, (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) 560-1 468. 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. 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. Need to provide details on working sets of drawings and reference details to the plans. The building inspector is not expected to go thru 8 x 11 calculations to find applicable details etc. 3. Note on plan: All structural steel must be fabricated in an ICBO or City approved licensed fabricator shop per UBC 2203. 4. Floor plan to be provided should reflect no additional spread footings required . 5. Show or note that battery operated smoke detectors are required at all existing bedrooms and hallways leading to existing bedrooms. 6. Could not locate where lateral was addressed? Is existing bearing wall also used for shear and if so how is this being replaced. 7. The calculations and details provided state there are 10 sheets and 9 provided. It appears that sheets 7 and 8 are on same page and if so should be renumbered so as to remove any doubt that a page was removed in the field. Page 9 is noted as a detail and again could cause inspection problems in the field as not known where this "detail would be referenced. 8. Working sets of plans to be provided to reflect where detail 3 (left side of beam)and detail 4 (right side of beam) apply. 9. Plans to be [provided to be stamped and signed by engineer. 10. Should note on plan "no field welding" or special inspection required. .* Carlsbad 02-3234 11/04/02 0 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. 0 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 NO a 0 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 Ray Fuller at Esgil Corporation. Thank you. .+ 9 Carlsbad 02-3234 11/04/02 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code VALUATION AND PLAN CHECK FEE PLAN CHECK NO.: 02-3234 DATE: 11/04/02 CB By Ordinance J U RI SD I CTI ON : Carlsbad PREPARED BY: Ray Fuller Bldg. Permit Fee by Ordinance BUILDING ADDRESS: 2638 Abcdul Street V BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VN Plan Check Fee by Ordinance V Type of Review: 0 Complete Review 0 Structural Only 0 Other Hourly -1 Hour* Esgll Plan Rdew Fee I $60.00l I $48.00 I " Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc ANP ENGINEERING, INC. 2658 Del Mar Heights Rd. #301 Del Mar, CA 92014 (858) 509-090.2 Client: Mr. Hossein Shirvani STRUCTURAL CALCULATIONS For: The Shirvani Residence Located @ 2638 Abedul Street Carlsbad, California WETSIGNATURE DATE: October 2 1,2002 GOVERNING CODE: CONCRETE Masonry MORTAR GROUT: REINFORCING STEEL: STRUCTURAL STEEL: WELDING: LUMBER: GLULAMS: PARALLAM: TJI: SOIL: SHEET~OF 8 Shirvani Residence 2638 Abedul Street Carlsbad, California DESIGN CRITEFUA UNIFORM BUILDING CODE 1997 EDITION/ 1998 CBC F’c= 2500 PSI (U.N.O.) f m= 1500 PSI (U.N.O.) N.A. F’c= 1800 PSI (TYPE S) U.N.O. F’c= 2500 PSI (U.N.O.) Fy= 60KSI (U.N.O.) Fy = 50 KSI STRUCTURAL SHAPES & PLATES Fy = 46 KSI STRUCTURAL TUBING (U.N.O.) Fy = 35 KSI STRUCTURAL PIPE (U.N.O.) E70, (TYPICAL) DOUGLAS FIR LARCH #2 OR BETTER (U.N.O.) 24F-V4 FOR SIMPLE SPAN 24F-V8 FOR CANTILEVERS 2.0E WS BY TRUSS JOIST MacMillan (NER-292) 350 SERIES BY Truss Joist MacMillan (NER-200) ALLOWABLE BEARING PRESSURE = 1000 PSF 0% increase for every additional foot of the footing width ACTIVE SOIL PRESSURE = 35. pcf Coef. Friction=O.35 PASSIVE PRESS.= 200.0 psflfi SEE SOIL REPORT BY: Dated : Existing fottings = 12”X 18” footing With 144 top & bottom bars (SEE EXISTING FOUNDATION PLAN) Note: Rose Canyon fault is more than 5 KM from the site. (Na=1 .O for seismic source type B) soil profile type Sd Ca4.44Na R4.5 V=O.24XW Ultimate PER TABLE 18-1A OF U.B.C. OR ANP Engineering Inc. 2568 Del Mar Heights Rd. #301 Del Mar, CA 92014 (858) 509-0902 Project: 2638 Abedul St. Carlsbad, CA Page 3 Roof D.L. (Lt. Wt. Conc.) 5/8” thick plywood Trusses With 2x4 chords @ 24” O.C. Misc./Ceiling . Total Roof L.L. (slope=4/12) Ext. Walls (7/8”stucco) Int. Walls FLOOR D.L. FLO0RL.L. NA BalconyDeck L.L. NA Loads 7.5 psf 2.5 psf 3.0 psf 3.0 psf ______ 16.0 psf 16.0 psf 16.0 psf 10.0 psf 10.0 psf 40.0 psf 60.0 psf WIND LOAD for EXP. B Cq=1.3 Ce=.67 IF1 .o Qs= 12.6 P=Ce Cq Qs Iw= 1 1.0 psf say 15 psf Seismic R=4.5 Soil Profile = Sd Ca4.44x1.0 I=LO V=2. SxCaxIxW/R=0.24 W ultimate Soil bearing pressure = 1000 psf (minimum 18” deep) Allowable Passive Pressure 200 pcf Friction Coef.4.35 Ca = 0.44 Na Na=l.O (more than 5 km. to Rose Canyon) .. .* Steel Beam Design Description ROOF BEAM IN FAMILY ROOM FY 36.00 ksi Pinned-Pinned Load Duration Factor 1 .oo Steel Section : W6X25 Center Span 16.00 ft Bm Wt. Added to Loads Elastic Moddus Left Cant. 0.00 R LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 29,000.0 ksi 0.00 ft 1 Distributed Loads P1 t2 13 14 c5 #6 t7 DL 0.320 km LL 0.280 -km kM ft ST Start Location End Location 16.000 R L summaw 1 Using: MX25 section, Span = 1 6.0Oft, Fy = 36.Oksi End FMty = Pinned-pinned, Lu = O.OOft, LDF = 1.000 Acbwl Moment 19.998 k-ft 14.336 kd fblFb 0.603 :I 2.449 kd fb : Bending Stress Shear 4.999 k fv : Shear Stress fvIFv 0.170 : I Beam OK static Load caseoowmrstreu Allowable 33.145 k-ft Max. Deflection -0.595 in LengW(DL+U Deft) 322.7 : 1 LengWDL Defl 584.6 : 1 23.760 ksi 29.399 k 14.400 ksi e- These columns are Dead + Live Load placed as noted -+> &himum Max. M + 20.00 k-ft Max. M - Max. M Q Left Max. M Q Right Shear Q Left 5.00 k Shear (QD Right 5.00 k Center Defl. -0.595 in Left Cant Defl 0.000in Right Cant Defl 0.000 in ... Query Defl Q 0.000 ft Reaction Q Rt 5.00 Reaction Q Left 5.00 Fa cak'd per I .S-1, K'Ur < Cc DL A!!!L 11.04 2.76 2.76 -0.328 0.000 0.000 0.000 2.76 2.76 LL d Center 20.00 5.00 5.00 -0.595 0.000 0.000 0.000 5.00 5.00 LL+ST (?& Center -0.595 O.OO0 0.000 0.000 5.00 5.00 LL LL+ST ~~ k-ft k-ft k-ft k-ft k k 0.000 0.000 in 0.000 0.000 in 0.000 0.000 in 0.000 0.000 in k k .. *' I 2 6 -I "I I -I W.6 I' I- % I g ._. ANP ENGINEERING, NC. 2658 Del Mar Heights Rd. #301 Del Mar, CA 92014 (858) 509-0902 Client: Mr. Hossein Shirvmi STRUCTURAL CALCULATIONS For: The Shirvani Residence Located @ 2638 Abedul Street Carlsbad, California Page one of ten WETSIGNATURE DATE: October 21,2002 ANP ENGINEERING, INC. 2658 Del Mar Heights Rd. #301 Del Mar, CA 92014 (858) 509-0902 Client: Mr. Hossein Shirvani STRUCTURAL CALCULATIONS For: The Shirvani Residence Located @ 2638 Abedul Street Carlsbad, California _-.Page one of ten WET SIGNATURE DATE: October 21,2002 GOVERNING CODE: CONCRETE Masonry MORTAR GROUT: REINFORCING STEEL. STRUCTURAL STEEL: WELDING: LUMBER: GLULAMS: PARALLAM: TJI: SOIL: SHEET20F 14 Shirvani Residence 2638 Abedul Street Carlsbad, California DESIGN CRITERIA UNIFORM BUlLDING CODE 1997 EDITION/ 1998 CBC F'c= 2500 PSI (U.N.O.) f m= 1500 PSI (U.N.O.) N.A. F'c= 1800 PSI (TYPE S) U.N.O. F'c= 2500 PSI (U.N.O.) Fy= 60KSI (U.N.O.) Fy = 50 KSI STRUCTURAL SHAPES & PLATES Fy = 46 KSI STRUCTURAL TUBING (U.N.O.) Fy = 35 KSI STRUCTURAL PIPE (U.N.O.) E70, (TYPICAL) DOUGLAS FIR LARCH #2 OR BETTER (U.N.O.) 24F-V4 FOR SIMPLJ2 SPAN 24F-V8 FOR CANTILEVERS 2.0E WS BY TRUSS JOIST MacMilla~~ (NER-292) 350 SERIES BY Truss Joist MacMillan (NER-200) ALLOWABLE BEARING PRESSURE = 1000 PSF 0% increase for every additional foot of the footing width AC"E SOL PRESSURE = 35. pcf Coef Friction=O.35 PASSIVE PRESS.= 200.0 psfm PER TABLE 18-1A OF U.B.C. OR SEE SOIL REPORT BY: Dated : Existing fottings = 12'X 18" footing with 1-#4 top & bottom bars (SEE EXISTING FOUNDATION PLAN') Note: Rose Canyon fault is more than 5 KM from the site. (Na= 1.0 for seismic source type B) soil profile type Sd Ca4.44Na R4.5 V=O.24XW Ultimate .. , .. ANP Engineering Inc. 2568 Del Mar Heights Rd. #301 Del Mar, CA 92014 (85 8) 509-0902 Loads Roof D.L. (Lt. Wt. Conc.) 5/8” thick plywood Trusses With 2x4 chords @ 24” O.C. Misc./Ceiling . Total Roof L.L. (slope=4/12) Ext. Walls (7/8”stucco) Int. Walls FLOOR D.L. FLO0RL.L. NA BalconylDeck L.L. NA WIND LOAD for E)8. B Cq=1.3 P=Ce Cq Qs IF 11.0 psf say 15 psf Seismic Project: 2638 Abedul St. Carlsbad, CA Page 3 7.5 psf 2.5 psf 3.0 psf 3.0 psf 16.0 psf 16.0 psf 16.0 psf -I---- 10.0 psf 10.0 psf 40.0 psf 60.0 psf Ce.67 Iw=l .o Qs=12.6 R4.5 Soil Profile = Sd Ca=0.44xl.O I=1.0 V=2.5xCaxkW/R=O.24W ultimate Soil bearing pressure = 1000 psf (minimum 18” deep) Allowable Passive Pressure 200 pcf Friction Coef.4.35 Ca = 0.44 Na Na=l.O (more than 5 km. to Rose Canyon) '4 P,, 1 .. c- I* ROOF BEAM between FAMILY RM. & DINING RM. 7" x I1 1/4" 2.OE Parallam0 PSL THIS PRODUCT MEETS OR EXCEEDS THE SET Qr-7* TJaamo6mSrW~bdrrr uur:l 1oRQRoo2oss:44PM Pq.1 ~vu*on:12.1 DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 5 An dimensions are h0rizart.l Product Iliagram is ConteptuaL LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 20' Primary Load Group - Roof (psf): 14.0 Live at 125 % duration, 16.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Wldth Length LivelDeadlUplift/lotal 1 Studwall 3.50" 3.50" 2240 / 2757 / 0 / 4997 L1: Blocking 1 Ply 1 1/2" 1.5E TimberStranW LSL 2 Stud wall 3.50" 3.50" 2240 / 2757 / 0 / 4997 L1: Blocking 1 Ply 1 1/2" 1.5E Timberstrand@ LSL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail@): L1: Blocking DESIGN CONTROLS: Maximum Deslgn Control Control Location Shear (Ibs) 4893 -4229 19031 Passed (22%) Rt. end Span 1 under Roof loading Moment (Ft-Lbs) 19165 19165 44925 Passed (43%) MID Span 1 under Roof loading Live Load Defl (in) 0.241 0.522 Passed (U780) MID Span 1 under Roof loading Total Load Defl (in) 0.538 0.783 Passed (U350) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:U360,TL:V240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: Mr. Hossein Shirvani 2638 Abedul St. Carlsbad, CA OPERATOR INFORMATION: Pirout Etemad ANP ENGINEERING INC. 2658 Del Mar Heights Rd. #301 Del Mar, CA 92014 Phone : 856)5090902 Fax : 858)5090902 azita@flash.net Copyright 0 2001 by Trua Joist, Iieysrhaausar Buainass Parallam@ is a registerad trademark of Trua Joist. I*.: 11- Steel Beam Design paw L Description ROOF BEAM IN FAMILY ROOM LGeneral Information Calcubtknr are designed to AISC 9th Edition ASD and 1997 UBC Requirements fY 36.ooksi Steel Section : W6xzS Center Span 16.00 ft Bm Wt Added to Loads Uastic Moduke 20,000.0ksi Left cant 0.00 ft LL&STAdTogether Right Cant ’ 0.00 ft Lu : Unbraced Length Phed-Piinnsd Load Duration Factor 1-00 0.00 ft LMstributed Loads 1 Xi 12 13 x4 15 16 x7 DL 0.320 LL 0.280 ST Start Localion Endlocation 16.000 Using: w6xzs section, Span = 16.ooft, Fy = 36.Oksi End Fbdly = PimenedPinned, Lu = O.oOn, LDF = 1 .000 Achral Moment 19.998 k-ft 14.336 ksi fblFb 0.603 : 1 2.440 kd fvlFv 0.170 : 1 tb : Bendmg Stress Shear 4.000 k fv : Shear Stress km km km ft ft ARawaMe 33.1 45 k-ft Ma~DefiecGon -0.595 in LengW(DL+U De@ 322.7 : 1 LengthlDL Den 584.6 : 1 23.760 ksi 20.300 k 14.400 ksl Max. M + Max. M Q Left Max. M Q Right sheare Left Shear Q Right center Den. Lelt Cant Den Right Cant Den ... Query Deil Reaction @ Left Reaction Q Rt M-M- Madmum 20.00 k-ft 5.00 k 5.00 k -0.595 0.00om 0.000 in o.oO0 ft 5.00 5.00 DL onlv 11.04 2.76 2.76 -0.328 0.000 0.000 0.000 2.76 2.76 LForce a Stress Summary I CC- These columns are Dead + Live Load placed as noted a> U U+ST U LL+ST 20.00 5.00 5.00 -0.595 -0.595 0.000 0.OW O.OO0 0.000 0.000 0.000 O.OO0 0.000 0.000 0.000 5.00 5.00 5.00 5.00 B&!2!L k-ft k-ft k-ft k-ft k k o.Oo0 in 0.000 in o.Oo0 in o.oO0 in k k Fa calc’d per 1.5-1, KWr c Cc . . -. . . . .- . .. -- . .... __ .... - . .. -. . . .- , I (I. I i .. .. .. . .. .- -(-p:-- ), ~ r;:P. - . . . . . . . . . .. . . . . .. . .. . . .. .. . . . I / ,/' I . 16 1 .- v f 41 0 J - . L ' .. -- I , (' ' ! , .. -3 4. .. .. ., . -- . .. 4 1 . tl 'I