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HomeMy WebLinkAbout101 CANNON RD; ; CB900821; PermitStr BUILDING PERMIT 05/17/90 15:56 Page 1 of 1 Job Address: 101 CANNON RD Permit Type: RETAINING WALL Parcel No: 210-033-08-00 Valuation: 25,200 Construction Type: NEW Occupancy Group: R3 Class Code Description: 2100 SF RETAINING WALLS CONTRACTOR : CONWAY AND ASSOCIATES 135 LIVERPOOL #A CARDIFF, CA : MEEHAN, MAURE Fees Required mf^'J^JrtL Fees: Adjustments: Total Fees: Permit No: CB900821 Project No: A8901747 Development No: Fl: Ste: 5549 05/17/90 0001 01 0^ C-PRHT 429.00 OWNER *** Fee description Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL Status: ISSUED Applied : 05/17/90 Apr/Issue : 05/17/90 Validated By: JPY 619 753-1453 ed & Credits *** .00 .00 429.00 Ext fee Data 259.00 168.00 2.00 429.00 CFTY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palraas Dr., Carlsbad, CA 92009 (619) 438-nei 1. PERMIT TYPE A • QCOMMERCIAL TENANT IMPROVEMENT B - Q INDUSTRIAL QNEW QTENAMT IMPROVEMENT c - PRESIDENTIAL QAPARTMENT QCONDO DSINGLE FAMILY DWELLING [^ADDITION/ALTERATION DDUPLEX DDEMOLITION QRELOCATION QHOBILE HOME QELECTRICAL QPLUMBING QSPA QRETAINING WALL QSOLAR QOTHER.. ?PRD«CT INFORMATION PLAN CHECK No. *~fy~&s*l)FOR OFFICE USE ONL Y EST. VAL PLAN CK DEPOSIT, VALID. BY DATE .__ * 300 |0> Nearest Cross Streets LEGAL DESCRIPTION Lot No.Subdivision Name/Number Unit No.Phase No. CHECK BELOW IF SUBMITTED: PZ Energy Calcs Q2 structural Calcs p2 Soils Report^Q_1 Addressed Envelope ASSESSOR'S PARCEL DESCRIPHUU Uh UON EXISTING USE PROPOSED USE 3. - CONTACT PERSON NAME CITY SIGNATURE STATE ADDRESS ZIP CODE DAY TELEPHONE 4. *s 6. / APPLICANT NAME CITY ' PROPERTY OWNER CITY n CONTRACTOR *— — D AGENT STATE OWNER STATE CONTRACTOR rCo^^^-f M J***oc-mc. C*0tY*O\V*& STATEC FOR CONTRACTOR QOUNER ADDRESS 21 P CODE ADDRESS ZIP CODE ADDRESS t^£^ L-VV/ "Jtr ZIP CODE ^ZJJO*^* D AGENT FOR OWNER DAY TELEPHONE QLESSEE nTEH' DAY TELEPHONE fefctOtfoU *^DAY TELEPHONE *"7 < UNT S5\4^^ STATE L1C. *LICENSE CLASS CITY BUSINESS LIC. * SIGNATURE "*^-sl DESIGNER NAME CITY TITLE •YT^£^V> ADDRESS STATE ZIP CODE a^^r DATE -&/n( ^vo DAY TELEPHONE STATE LIC. * 7. WORKERS' COMPENSATION _._ worTcers^Cowpensation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations^ or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY HO.EXPIRATION DATE 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. SIGNATURE DATE 8. OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following reason: [] 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 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: (Sec. 7031.5 Business and Professions Code: Any City or County which reojuires 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, 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 five hundred dollars 1*500)). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: 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 PresleyTanner Hazardous Substance Account Act? D YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES n«o Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES QNO IF MIT OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY NAT NOT BE ISSUED AFTER JULY 1. 1969 UNLESS THE APPLICANT HAS MET 01 IS MEETING THE REQUIREMENTSOF THE OFFICE OF EMERGENCY SERVICES AND THE MR POLLUTION CONTROL DISTRICT. 9. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(1} Civil Code). LENDER'S NAME LENDER'S ADDRESS 10. APPLICANT'S SIGNATURE I certify that I have read the application and state that the above information is correct. 1 agree to comply with all City ordinances and State taws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes, J ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH HAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. 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 comnenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303[d) uniform Building Code). CQNTRACTOR QBY PHONE WHITE: File YELLOW: Applicant PINK: Finance PERMIT* CB900821 DESCRIPTION: 2100 CITY OF CARLSBAD INSPECTION REQUEST FOR 07/25/90 SF RETAINING WALLS TYPE: RETAIN JOB ADDRESS: 101 CANNON RD APPLICANT: NAGLE, TIM CONTRACTOR: CONWAY AND ASSOCIATES OWNER: MEEHAN, MAUREEN REMARKS: T2/CMW/DANIEL/753-1453 SPECIAL INSTRUCT: PHONE: PHONE: PHONE: STR: 753-1453 619 753-1453 INSPECTOR AREA HP PLANCK* CB900821 OCC GRP R3 CONSTR. TYPE NEW FL: STE: INSPECT© TOTAL TIME: —RELATED PERMITS—PERMIT* SE900022 CB891036 10688 CD LVL DESCRIPTION 11 ST Ftg/Foundation/Piers TYPE STATUS SWRSD ISSUED SFD ISSUED ROW ISSUED ACT COMMENTS ***** INSPECTION HISTORY ***** DATE DESCRIPTION 072090 Footing 062690 Sewer/Water Service 062690 Grout 062290 Footing 062190 Footing 061890 Ftg/Foundation/Piers 061890 Steel/Bond Beam 061590 Grout 061590 Ftg/Foundation/Piers 061290 Steel/Bond Beam 060190 Ftg/Foundation/Piers ACT CO NR AP AP AP AP AP AP AP NR PA INSP PD MP MP MP MP MP MP MP MP MP MP COMMENTS MISSED PAD FOOTINGS & STEEL RET. WALL IN FRONT STAIR RET WALL IN FRONT SLAB-GARAGE PLANTER WALL GARAGE PLANTER GARAGE FOOTINGS A. R. BARRY AND ASSOCIATES GEOTECHNICAL ENGINEERING P.O. Box 348 Encinitas, CA 92024 (619) 753-9940 SUMMARY REPORT Job No* ;Client;Asso0/aJts Date; ^-/-- — - - Site Location; 3.JO/ Insp. Summarize present job status, work completed since last report, problems and their solutions, etc. Summary Report from (date) ;to (date) ; / s?<3f?tT.THr-s7 s si/t ^T ' ^-• ^7 ^X re 5 /. 1^3 yV <gf3r-^a,g^- Copies to: A. R. BARRY AND ASSOCIATES GEOTECHNICAL ENGINEERING P.O. Box 348 Encinitas, CA 92024 (619)753-9940 May 31, 1990 CONWAY & ASSOCIATES 135-A Liverpool Drive Cardiff, CA 92007 Attention: Mr. Tim Nagle Subject: ADDENDUM REPORT FOR RETAINING WALL PARAMETERS S.E. Corner of Cannon Road and Highway 101 Carlsbad, California Reference: PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Single Family Residence S.E. Corner of Cannon Road and Highway 101 Carlsbad, California By A. R. Barry and Associates Dated November 28, 1989 Dear Mr. Nagle, In response to your request, we have inspected the cut slopes and footing excavations for the proposed subterranean garage. The footing excavations are founded into dense sandstone. As per our conversation, the maximum height of the garage walls will be approximately 7.0 feet. in view of the competent sandstone unit exposed in the footing excavations and along the base of the cut slope, the proposed walls may be designed for an at-rest pressure equivalent to fluid having a density of 45 pounds per cubic foot. Wall backfill above the subdrain gravel and filter fabric should be placed in 6.0 to 8.0 inch lifts, moistened as required and compacted to a minimum of 90 percent of the laboratory maximum dry density. On-site material may be used for the backfill'provided all vegetation and debris is removed prior to placement. The proposed sand blanket underlying the garage slab may be reduced to 2,0 inches in lieu of 4.0 inches indicated in our preliminary geotechnical report. A 6.0 mil Visqueen or equivalent moisture barrier may be placed directly on the garage subgrade. The barrier should be covered by 2.0 inches of sand to prevent punctures and to aid in concrete curing. On-site sandy material may be used for the blanket provided it is free of debris and clumps. If you have any questions, please do not hesitate to contact us at 753-9940. This opportunity to be of service is appreciated. Respectfully submitted, A.R. BARRY AND ASSOCIATES Mark Burwell A.R. Barry, P. Geologist Principal Engineer CONWAY & ASSOCIATES, Inc. Ciuil Engineers / Surveyors / General/Engineering Contractors 135 Liverpool Dr., Suite A Cardiff-by-the-Sea. CA 92007 Telephone: (619) 753-1453 City of Carlsbad Inspection Department 2075 Las Palmas Dr Carlsbad, CA 92009 (619) 438-1161 May 31, 1090 RE:MEEHAN RESIDENCE S.E. CORNER CANNON ROAD & HIGHWAY 101 STRUCTURAL CALCULATIONS Please reference the attached "Addendum Report for Retaining Wall Parameters" from A. R. Barry & Associates dated May 31, 1990. The said A, R. Barry & Associates report is based on existing site conditions subsequent to rough grading and changes the equivalent fluid pressure to 45 P.C.F. Based on this report, we have authorized the owner to install the garage retaining walls per the attached drawings (3 sheets). The general effect of this modification is to change the block size from 12" to 8" on the East, South and North walls. Please call with any comments and/or questions. Ahmad Zarei cc file 7 fct IT. 5 c. 45 151 to) # 5 AtOD op lx /Jv o - \c- j ;*; -ft .' OF 6 f ,J s H ts a •or-V "164 \1