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Home My WebLink About2722 ATHENS AVE; ; CB961116; PermitBUILDING PERMIT Permi.$ No: CB961116 06/19/76 13:16 'j. .. Project No: A9601594 Page 1 of 1 Development No: Job Address: 2722 ATHENS AV Permit Type: MISCELLANEOUS Su i t e : 8133 0&/1.9,'4& mol 91 02 C-FF#T 'Jc..oo Parcel No: 167-392-26-00 Lot#: Valuation : 0 Construction Type: NEW Occupancy Group: Reference#: Status: ISSUED Description: REPAIR CRACK-SLAB PER ENG,#6- Applied: 06/19/96 : RECOMENDATION IN REPORT-DOCUMENT ONLY Apr/Issue: 06/19/96 Entered By : RMA Appl/Ownr : AZAR CONTRACTING 619-449-7880 '9565 ABBEY FIELD SANTEE CA 9202 A** Fees Required *RR *** ----___________-___ Fees : Adjustments: Total Fees: 30.00 Fee description Ext fee Data Miscellaneous Fee # 30.00 INSPEC * MISCELLANEOUS TOT ------__________ .................... I, I FEE CITY OF CARLSBAD 2075 Lap Palmas h., Carlsbad, CA 92009 (619) 438-1161 Net -Gain of Dwelling Units I 2 PRDJDcTINpoRMAnoN SQ. Fr. # OF SlDRIE.9 X OF BEDROOMS SIGNATURE' / ![, i w&w - - . - uwner-euilder Ueclarauon: 1 nereoy atnrm mat I am Uemp tmm the ~ntracrors ucense Law tor lhe tollowing reason: I, as owner of the property or my employees with wages as their role compensation, will do the work and the structure is not intended or offered for sale (See. 7044, Business and Professions Code: The Contractor's License Law doa not apply to an owner of property who builds or improvs thereon. and who dm such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If. however, the building or impmment 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 purpm of sale.). 1. as owner of the property, am exclusively mnmcting with licensed contractors to construcl the project (See. 7044, Business and Professions Code: The Contractor's Ijcense Law does not apply to an owner of propeny who builds or improve thereon, and mntracn for such projects with contractorb) licensed pursuant to the Contractor's License Law). I am exempt under Section (Sec. 7031.5 Business and Professions Code: Any City or County which requires a parnit to cunsmct, alter, improve, demoliih, or repair any structure, prior to irs issuance, aka requires the applicant for such permit to file a signed statement that he Is licensed purauant to the provisions of the Contractor's License Law (Chapter 9, commencing 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 fin hundred dollars [SSoOl). 0 0 0 Business and Professions Code for this reason: SIGNATURE MlZ Is rhe applicant or future building mupant requid to submit a budness plan, acutely hazardous mawiaIs registration fm or risk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Is the applicant or future building occupant required to obtain a permit from the air pollution control disuict or air qualify management disuict? Is the facility to be constructed within 1,000 feet of the outer boundary of a xhwl sire? IF ANYOF IHE ANSWERS ARE yff. A Fl". CERllFlC4lZ OF OOCUPANCY MAY NOT Be H/IS MEI OR IS MEEIING nm ~epurrc~~wrr OF rn OFFICE OF EMERGENCY SEIIVICFS AND IHE AIR POILUIYON ODNIROL DISIRICT. OYES 0 NO OW 0 NO DYES 0 NO AFIERNLY 1.1W UNIES IHE AppLlcAM I hereoy altirm lhat there u a mnstrucuon lending agency lor the pertormance 01 lhe work lor which lhu permit IS mud LSeC 3097t I) Clnl codel. LENDER'S NAME above inlormallon IS correct. 1 axme lo comDlv with all tiw ordinanma and state lam relating IO building construction: 1 hereby authoriz representatim of the Ciry of Carlsbad to mter upon &e above mentibned property for inspection purposes. 1 Also AGREETO SAVE LNDEMNlFY AND Kepp HARMLers IHE CITY OFcARlsBAD ACAINSTALLIUMUIWS JUDCMENlS aosIs AND WPENSES WIIQi MAY IN ANY WAY KCRUEACALNSTSAID CITY IN 0DNSnpUuCCEOF"ECRAKlWG OPTHIS PFRMIT. 09u: An OSHA permit Is required for excavations over 5'0" deep and demolition or mnstruerion of srmetura Over 3 stories in hdght. Expiration. Every permit issued by the Building Oflicial under the provisions of this Code shall expire by limitation and become null and vold if the building or work authorized by such permit * not commenced within 3 5 days from the date of such permit or if the building or work a such permit is suspended or abandoned fipf a $fm+nc~I for a period of 180 days (Section 303(d) Uniform Bu APPLICANTS SIGNATURE DA1E: /I /C/1AIWrJ~/ /m TE: File YELLOW Applicant PINK: Finance 'Y Q FROM : AZAR CONTRACTING CO. Jun. 19 1996 01:22RI W2 AZAR C0"C co. Englndng dL General Building Contractor To WHOM IT MAY CONMN, FOR THE PllHPOSR OF PULLING BWJLDING PERMITS, DUSTNPSS LICENSES, ETC., 'I'EHK1 MONTR1J.O IS AUTHORIZED TO SIGN FOR AZAR CONTRACTING a. AN1, UNldMITED DRILLING AND FOUNDATIONS CO., AS AN AGENT. THANK YOU, CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB961116 FOR 07/02/96 INSPECTOR AREA DESCRIPTION: REPAIR CRACK-SLAB PER ENG,#6- PUCK# CB961116 TYPE: MISC CONSTR. TYPE NEW APPLICANT: AZAR CONTRACTING PHONE: 619-449-7880 RECOMENDATION IN REPORT-DOCUMENT ONLY OCC GRP JOB ADDRESS: 2722 ATHENS AV STE : LOT : d CONTRACTOR: PHONE : OWNER : PHONE : SPECIAL INSTRUCT: SLAB CRACK REPAIR REMARKS: MW/729-6562 INSPECTOR TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS M.J. PEARSON 2722 ATHENS AVENUE CARLSBAD CALIFORNIA 92008 . TELEPHONE # (619) 729-6562 TAX PARCEL # (09013) 167-392-26 LEGAL DECRIPTION- LOT 78 - CARLSBAD TCT # 74-14 (A) - MAP # 8585 - DOC # 205921 WORK DECRIPTION-EXISTING CRACK IN FOUNDATION ( AS NOTED ON ENGINEERING REPORT ), WILL BE EPOXY GEL INJECTED, IN ORDER TO BOND AND SEAL THE AREA. /OS' 7\ 35' 25' i 4 r' From: William DeEerry To: Joe Azar Date: 6/j7/96 lime: 09:3944 PRELIMINARY STRUCTURAL INVESTIGATION 2722 ATHENS AVENUE CARLSBAD, CALIFORNIA JUNE 6,1996 Page i of i0 PREPARED FOR Azar Contracting Company GENERAL ANALYTICAL LABORATORIES Wlllarn J. DeBerry 12x5 Wwid Trade Drive. Suite E Tekphonc (619) 451-0713 Fax (619) 451-2783 Date, June 5, 1996 Azar Contracting Company ATTENTION: Mr. Joe Azar SUBJECT: Preliminary Structural Investigation PROJECT: 2722 Athens Avenue Carlsbad, California Dear Mr. Azar: At your request, a representative of General Analytical Laboratories has conducted a limited visual site and Structural inspection of the above project on June 5, 1996. This inspection included a site reconnaissance and a floor level manometer survey. The following report is based on that inspection and reflects the conditions noted at that time. Although we conducted a thorough visual inspection, this creates no warranties either expressed or implied as to the condition of the property or possible defects which may not have been apparent at the time of inspection. No subsurface soils or geological observations or studies are included in this report. This report does not constitute a compliance report. This report is provided solely for the exclusive use of the above noted client. If either party becomes involved in litigation arising as a result of the contents of this report, the maximum liability shall be limited to the amount of the inspection fee. you have any questions regarding this report please contact us. We appreciate this opportunity to be of Professional Service to you in this matter. If Respectfully Submitted, General Analytical Laboratories William J. DeBerry, R.C.E. #34545 Attachments TABLE OF CONTENTS SECTION PAGE ............................... 1 . 0 INTRODUCTION AND SCOPE OF SERVICES 1 2.0 BACKGROUND ................................................................................... 1 3.0 OBSERVATIONS ................................................................................ 2 4.0 SOIL AND DRAINAGE ........................................................................ 3 5.0 CONCLUSIONS .................................................................................. 3 6.0 RECOMMENDATIONS ....................................................................... 4 7.0 LIMITATIONS OF INSPECTION ....................................................... 4 APPENDIX ............................................................................................ 5 GENERAL ANALYTICAL LABORATORIES WiYlam J DeBeny 12265 Wcdd Trade Cnve Suite E San Diego. Cabfmia 92128 Telephone (619) 451-0713 Fax(619) 451-2783 1.0 INTRODUCTION AND SCOPE OF SERVICES: At the request of Mr.Joe Azar, of Azar Contracting Company, a representative of General Analytical Laboratories has conducted a limited visual site and structural inspection on the structure located at 2722 Athens Avenue in the City of Carlsbad, County of San Diego, California. This investigation was conducted on Wednesday, June 5, 1996 at 1O:OO A.M.. The purpose of this investigation is to inspect the structure and site conditions and to offer an opinion regarding the structural condition of the residence. The scope of this project includes the following items: 1. Site reconnaissance and a slab level manometer survey indicating the relative elevations across the span of the slab. 2. The preparation of this report of our findings and recommendations. 2.0 BACKGROUND: The residence is a single story wood framed structure with stucco siding. It was indicated that the cracks in the slab and foundation of the residence has caused some concern over the structural integrity of the residence. This report will address the areas of concern and make appropriate recommendations. project address Page 2 3.0 OBSERVATIONS: EXTERIOR The concrete drive is in fair condition, There is a crack which is approximately 5/16" wide. The pattern of cracking is typical for unreinforced concrete on grade. The concrete walks exhibit some minor cracks and some lifted sections. The rear concrete patio is, generally, in satisfactory condition, however, it has migrated from the house foundation by approximately 1 ". Siding: The stucco siding is in satisfactory condition with typical cracks at the corners of doors and windows. Foundation: The foundation consists of exterior footings and a slab on grade. There is a crack which penetrated the foundation at the front of the residence, near the entry way. This crack extends through the interior slab to the rear of the house. The crack is approximately 1/16 wide and is generally flat and level. GARAGE The garage is in satisfactory condition. No abnormal conditions were noted. INTERIOR: The interior walls and ceilings are, generally, in satisfactory condition. There is no indication of unusual or abnormal conditions of distress. The crack in the slab was discussed in the foundation section of this report. The floor coverings precluded a complete visual inspection of the slab for the residence. project address Page 3 FLOOR LEVEL MANOMETER SURVEY A floor level manometer survey was performed to determine the relative variation in elevation across the span of the slab. (See appendix A). The maximum variation in elevation was observed to be 3.1 cm. (approx. 1 114 inches). Current standards of practice generally allow for a maximum variation of 1/4 in 10 feet and 1" in 40 feet in original construction. The variation in elevation is generally within the norm for the type of construction. 4.0 SOIL AND DRAINAGE: The residence is constructed on a flat pad with a downslope along the rear of the property. There are gutters along the horizontal eaves connecting to downspouts, however, the downspouts drain to the ground and to planter areas. There is restricted drainage in the planter areas which may allow water to accumulate near the house foundation. The front downspouts discharge to subterranean drains which directs the run-off away from the house. 6.0 CONCLUSIONS: Based upon this visual inspection, the slab level survey, and experience with other similar residences, the following opinions are offered: The distress observed in this residence is most likely due to typical concrete shrinkage which has been aggravated to some extent by the soil and drainage conditions. The crack has extended through the front foundation wall for the residence, however, the crack is relatively flat, level and narrow also indicative of a shrinkage crack. This data and the floor level survey indicate that there is no significant structural distress to the residence. The cracks in the driveway and walk are considered to be non-structural and typical for the construction. The lifted areas of concrete may pose a tripping hazard and should be leveled to some extent. Any repairs to the slab and foundation of this residence will not alter the basic soil conditions of the lot. At best it can be expected that the repairs will minimize the potential for damage to the house in the future. 1. The crack in the slab and foundation should be repaired by epoxy gel injection in order to bond and seal the area. 2. The lifted areas of the concrete walk can be dealt with by adding a topping material to the lower section to remove the elevated lip. In order to completely level the area it would require removal of the lifted section, removal of any roots or soil that keeps the section raised, regrading of the area and installation of a new section of concrete. 3. The drainage should be improved by connecting the rear downspouts to discharge to subterranean drains leading to the street. project address Page 4 4. Provide drainage for the planter areas to mitigate any ponding of water near the foundation. Note: Repairs listed may be subject to revision at a future date, if unforeseen conditions arise during the course of repairs. - This company is not responsible for the work of others. GENERAL DRAINAGE INFORMATION Adequate drainage of a lot is extremely important in San Diego County. Many of the areas in the county have clay type soils. These soils are potentially expansive in nature. A large majority of structural problems we see in residences can be directly related to inadequate drainage. Water should not be allowed to pond near foundations. The soil level should be a minimum of six inches below the weep screed and sloped away from the foundation. The yard should be observed during rain storms to see if there are any ponding areas. If so the soil in the ponding area should either be regraded or a surface drain should be installed. Slopes should be planted with vegetation that requires little watering and bonds with the soil. Gutters and downspouts should be installed at all horizontal roof eaves discharging either away from the house or to subterranean drains. Gutters and downspouts should be kept free of debris and properly connected. Surface drains and subterranean drains should be periodically backflushed to assure that they are free flowing. 7.0 LIMITATIONS OF INSPECTION: The recommendations of this report pertain only to the site investigated and are based upon the assumption that the soil conditions do not deviate from those disclosed in the investigation. The findings of this report are valid as of the present date. Changes in the conditions of a property can occur with the passage of time, whether they be due to natural processes or the works of man on this or adjacent sites. In addition, changes in applicable standards of construction may occur, whether resulting from legislation or the broadening of knowledge. Therefore, the findings of this report may be invalidated wholly or in part by conditions beyond our control. Our inspection was performed using the degree of care and skill ordinarily exercised, under similar circumstances by reputable Engineers practicing in this or similar localities. No seismic evaluation of the structure was performed or implied. No other warranty, expressed or implied, is made. This inspection was visual only. No intrusive, destructive or subsurface soil testing or investigations were performed. The floor coverings were not completely lifted to inspect the concrete floor for cracks. It is suspected that if all of the floor coverings were removed, some additional cracks may be located. Should any pertinent conditions be encountered which are not in accordance with this report, this company should be contacted for additional recommendations. i . project address Page 5 APPENDIX . project address Pase 6 SLAB LEVEL SURVEY 2722 ATHENS AVE CARLSBAD. CALIFORNIA RELATIVE ELEVATION IN CENTIMETERS DIAGRAM NOT TO SCALE JUNE5. 1096 GENERAL ANALYTICAL LABORATORIES 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 A. 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 B. of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: INSUSNE COMPANY POLICY NO. EXPIRATION DATE: (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS (8100) OR LESS) .( @ <b 7-r i-sb D --___- -- ............................................................... --_____-----_______________________ 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 C. workers compensation laws of California. Warning: Failure to secure workers' compensation coverage is unlawful, and shall be 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. March 3, 1995 2075 Las Palmas Dr. Carlsbad, CA 92009-1576 - (619) 438-1161 - FAX (619) 438-0894 @ ~~ ~-~ ~ FROM : AZW CONTRFTTIMi CO. PmffE M3. : 449 7880 Jun. 19 1996 01:05Fm p82 STATE COMPIINSATION I N s v R A N c FUN ID HOME OFFICE SAP4 FRANCISCO I POLICY DECLAnAl IUNS ~ CALIFORNIA WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY THESE DECLARATIONS ARE A PART OF THE WORKERS' COMPENSATION POLICY INDICATED HEREON, -- _- -- NITOMAT ICALLY-RENEW EACH 11-01 UNTIL CANCELLED AZAR CONTRACTING CO 9565 ABBEYFIELD RD SANTEE, CALIF 92071 DEPOSIT PREMIUM NINIMUM PREUIUn PREMIUM ADJUSTMENT PERIOD NAME OF FXPLOYER- AZAR, HOWARD JOSEPH (AN INDIVIDUAL EMPLOYER AND NOT JOlNTLY WITH ANY OtHER EMPLOYER) TRADE NMES- AZAR CONTRACTING CO $630.00 $650 .OO XONTHLY N SD 1. WORKERS' COMPENSATION INSURANCE - PART ONE OF TBIS POLICY APPLIES TO THE WORKERS' COMPENSATlON LAWS OF THE STATE OF CALIFORNIA. 2. EMPLOYER'S LIABJLITY INSURANCE - PART TWO OF THIS POLICY APPLIES TO LIABILITY UNDER MB-LAWS OF THE STATE OF CALIFORNIA. THE LlNIT OF OUR LIABILITY INCLUDING DEFENSE COSTS UNDER PART TWO IS, $1,000,000 CODE NO. PRINCIPAL WORK AND RATES EFFECTIVE TO 11-01-96 INTERIM BASE BILLINC RATE RATE* BUILDING CONSTRUCTION-SEE EXTENSION SCHEDULE FORN 10500 5201 CONCRETE OR CEMENT WORK--POURING OR 12.40 12.40 5201 CONCRETE OR CEMENT WORK--POURING OR 12.40 12.40 5205 CONCRETE OR CEMENT WORK--POURING OR 10.60 10.60 5205 CONCRETE OR CEMENT WORK--POURING OR 10.60 10.60 5213 CONCRETE CONSTRUCTION--N.O.C. 11.34 11.34 5222 CONCRETE CONSTRUCTJON--IN CONNECTION 11.27 17.27 5225 REINPORCINC STEEL INSTALLATION 13.84 13.84 5027 MASONRY 16.32 16.32 FINISHING OF CONCRETE SlDEWALKS FINISHING OF CONCRETE FLOOR SLABS FINISHING OF CONCRETE SIDEWALKS FINISHING OF CONCRETE FLOOR SLABS WITH BRIDGES OR CULVERTS TOTAL ESTINATED ANNUAL PREHIUM $906 COUNTERSIGNED AND ISSUED AT SAN FRANCISCO NOVEMBER 16, 1995 POLICY WORM L 1 l.-%Iml 01 CAECI