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Home My WebLink About2906 CARLSBAD BLVD; ; CB970447; PermitPERMIT Permit No: CB970447 Project No: A9700607 Development No: BUILDING 03/05/97 10:25 Page 1 of 1 Job Address: 2906 CARLSBAD BL Suite: Permit Type: COMMERCIAL TENANT IMPROVEMENT Parcel No: 203-174-01-00 Lot#: Valuation: 2,000 Construction Type: VN Occupancy Group: Reference*: Status: ISSUED Description: INSTALL ROLL-UP DOOR IN Applied: 03/05/97 : WINERY Apr/Issue: 03/05/97 Entered By: MDP 231 581-8900Appl/Ownr *** GIVECHI, MEHRZAD 5300S. SANTA FE VEWRNON, CA. 90058 Fees Required *** 3061 03/05/97 0001 01 Collected & Fees : Adjustments: Total Fees: Fee description Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL 75.0 .00 . 00 75. 00 Ext fee Data 45,00 29. 00 1. 00 00 INSP. CLEARANdE 02 *** 75.00 CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 BUILDING PERMIT05/07/98 12:01 Page 1 of 1 Job Address: 2906 CARLSBAD BI, Suite- Permit Type: COMMERCIAL TENANT IMPROVEMENT Parcel No: 203-174-01-00 Valuation: 2,000 Occupancy Group: Reference*: Description: INSTALL ROLL-UP DOOR IN : WINERY Permit No: CB970447 Project No: A9700607 Development No: Appl/Ownr *** GIVECHI, MEHRZAD 5300S. SANTA FE VEWRNON, CA. 90058 Fees Required *** Lot* •' Construction Type: VN 6835 05/^us: _ _ n_rutij-r , „ . _Apr/IssHTe^n^O 5/07/^00 Entered By: MDP 231 581-8900 Collected & Credits ** A Fees : Adjustments: Total Fees: Fee description Building Permit Plan Check Strong Motion Fee Other .00 75.00 40 . 00 Ext fee Data 45,00 29. 00 1. 00 40.00 RENEW 1NSP. CLEARANCE OVAL CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760)438-1161 FOR OFFICE USE ONLY PLAN CHECK NO. *f 1 ~ I iT EST. VAL. Plan Ck. Deposit Validated By Date W i Address (include Bldg/Suite #)Business Name {at this address) Legal Description Lot No.Subdivision Name/Number Unit No.Phase No.Total # of units Assessor's Parcel #Existing Use Proposed Use Description of Work SQ. FT.#of Stories # of Bedrooms of Bathrooms CA Name Address City ij^^it^^^^^^i^^^^^i^l^i^^^tm'^n&r- State/Zip Telephone #Fax # Address City State/Zip Telephone # £ fiUdT. y3o CWfr'^i Avc. "'Q^l&i^J Toc?S C^VU /Z^-^?3 Name Address City State/Zip 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 IChapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031 .5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars IS5001). Name State License # Address License Class City State/Zip City Business License # cA Telephone # Designer Name State License ft C. Address City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. [~1 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS} n 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 (4100,000), 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: O I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). O I. as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). Q I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. Q YES QNO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): _______^ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE 11 m \*MW: m^m K® \ l^^> ll^m^'l &:!»-:-;:; tV'. \> 1 i.-. ". • :: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES Q 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. 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 City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at anytime after the worlds Commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance CITY OF CARLSBAD INSPECTION REQUEST PERMIT* CB970447 FOR 05/13/98 INSPECTOR AREA PY DESCRIPTION: INSTALL ROLL-UP DOOR IN PLANCKf CB970447 WINERY OCC GRP TYPE: CTI CONSTR. TYPE VN JOB ADDRESS: 2906 CARLSBAD BL STE: LOT: APPLICANT: GIVECHI, MEHRZAD PHONE: 231 581-8900 CONTRACTOR: PHONE: OWNER: PHONE: REMARKS: C/TERESA/729-3965 INSPECTOR SPECIAL INSTRUCT: TOTAL TIME: —RELATED PERMITS— PERMIT* TYPE STATUS CO960040 COFO ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS "2. d c-/ WESTERN WOOD PRODUCTS ASSOCIATION • PORTLAND • (503) 224-3930 INDUSTRIES 5300 South Santa Fe Avenue. Vernon. California 90058 (213) 581-8900, FAX: {213', 581-1517 March 5, 1997 Mr. Pat Kelly Senior Building Inspector City of Carlsbad 2075 Las Pa/mas Drive Carlsbad, California 92009 RE: 2906 Carlsbad Boulevard. Carlsbad. California Dear Mr. Kelly, This is to confirm our phone conversation of this morning when we discussed the clarification required for the unreinforced tile units at the above referenced building. In the Los Angeles Testing Laboratories' report of February 5, 1997, it is mentioned that the elevations are consistent of, "... a (concrete) column and tie beam system with load bearing tile infill." The word "load bearing" is only a designation used to describe the type of tile and is not indicative of its use in this building. All roof load in this building is being supported by the concrete column (pilaster) and tie beam system and the existing tiles are only infills resisting superimposed loads of less than a 100 pounds per linear foot of wall. If there are any further questions please do not hesitate to contact us. Sincerely yours, Mehrzad Givechi, P.E. Principal MG:mg ARCHITECTURE ENGINEERING CONSTRUCTION INDUSTRIES 5300 South Santa Fe Avenue, Vernon. California 90058 (213) 581-8900, FAX: (213) 581-1517 March 3, 1997 Mr. Mike Peterson Senior Building Inspector City of Carlsbad 2075 Las Palmas Drive Carlsbad, California 92009 RE: 2906 Carisbad Boulevard. Carlsbad. California Dear Mr. Peterson, This is to confirm our phone conversation of approximately two weeks ago when we discussed the structural system of the above referenced building. Initially, our client, Mr. Shaul Mezrahi, was notified by the City of Carisbad to have his UnReinforced Masonry building upgraded to the standards of the current URM ordinance. However, once we were hired as engineers to assist him, we found, through testing and site visits, that the unreinforced masonry portion of the exterior walls are infact non-bearing and thus the structure is one of reinforced concrete frame and unreinforced masonry infills. We have enclosed a copy of the plans, as well as the testing laboratory's report to further justify the above findings. It is our request that this structure be exempted from the current URM ordinance of the City of Carisbad. If there are any further questions please do not hesitate to contact us. Sincerely yours, Mehrzad Givechi, P.E. Principal MG:mg End. CC: Mr. Shaul Mezrahi ARCHITECTURE ENGINEERING CONSTRUCT/ON K tW M T K 3 T L A B 3 K . 0 Q 1 > I Los Angeles |l I • Laboratories M ^- H . 1 Testing: I M CONSULTING, TESTING, >VND INSPECTIONS February 5 , 1997 Decoma Industries 5300 So. Santa Fe Avenue Vernori, CA 90058 Re; Z90G Carlsbad Blvd., Carlsbad - Decoma Job No. 897 Subject-; Reinforcing steel determination In tie beams columns and front beam. Gent!emen: In accordance with your instructions the undersigned of this report, with the dsslsldnce of a Laboratory Technician, performed the above described determination. Equipment used was d Fisher M-Scupe, M-100 with an intensity meler and a Protovdle Rebar Plus for depth and siie determl nation of the reinforeiny steel. This Equipment 1s serviced and calibrated annually by an outside agency and fn our Laboratory on a monthly basis using a mock-up concrete wall with known size and depth of the re I rif orcemen t . The last calibration performed was un 1-6-97. Test Results The subject building consists of reinforced concrete beam and column front. The north, east and west elevations consist uf a column and Lie by din system with load bearing tile infill. The bow truss is supported on a reinforced column Lop. The roar &y& Lem rests on tie beams on the north elevation and is bolted to a reinforced concrete beam on the south elevation. The east and *esl elevation roof joists span parallel to the tie beam and rests on a bow truss. The reinforcing steel sii.es are Indicated on the attached sketch. In locations selected at random the reinforcing steel was exposed and verified at the Intersection of ties and the principal vertical steel and found to be in good condition (no rust was detected). Photographs were taken for the record. 79SO Gurffuslfl /Vve., Bell Gardens. CA 9O2O1 - Tel. (31O> 927-2616 927-2617 rto9 Inc. £906 Carlsbad Blvd., Carlsbad February 5, 1997 Page 2, To expose the reinforclny iLeel a hole of approximately 2" x 2" was made and patched with a high strength and bond patching compound after visual observation. Comment s_ The front elevation beam and column .frame 1s cumposed uf hiyh sLrenylh concrete. No holes were made to verify the steel sizes. The front is covered with d finish design which would scar if holes are opened, therefore, the steel sizes as reported are based on instruments' reacH ngs . Respectfully submitted, AJ^Ui seckas , P . E i- KU a i L A H a P. D 0 3 r K u M I t P. 0 0 2 _,., S/ &t 1 f c5 t/4^o oF •*» WWOfSBt 1 annwPTW '«7HU>JI J -t/ i 4 _± -i 0- ~-^cSl £ <* Q