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2219 CORTE CICUTA; ; CB042257; Permit
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Job Address Permit Type Parcel No Valuation Occupancy Group # Dwelling Units Bedrooms Project Title City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No Building Inspection Request Line (760) 602-2725 CB042257 2219 CORTE CICUTA CBAD RESDNTL Sub Type 2552625600 Lot # $51,294 00 Construction Type Reference # 0 Structure Type 0 Bathrooms RIIS RES-498 SF BONUS RM&BATH RAD 0 VN Status Applied Entered By Plan Approved Issued Inspect Area Orig PC# Plan Check# ISSUED 06/07/2004 RMA 08/04/2004 08/04/2004 Applicant RIIS TIMOTHY H&ELIZABETH C 2219 CORTE CICUTA CARLSBAD CA 92009 Owner RIIS TIMOTHY H&ELIZABETH C 2219 CORTE CICUTA CARLSBAD CA 92009 Building Permit Add'l Building Permit Fee Plan 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 Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $361 76 Meter Size $0 00 Add'l Reel Water Con Fee $23514 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $513 PFF $0 00 PFF (CFD Fund) $0 00 License Tax $0 00 License Tax (CFD Fund) $0 00 Traffic Impact Fee $0 00 Traffic Impact (CFD Fund) $0 00 Sidewalk Fee $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Housing Impact Fee $0 00 Housing InLieu Fee Housing Credit Fee $0 00 Master Drainage Fee $0 00 Sewer Fee Additional Fees TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $5500 $2000 $3050 $000 $000 $000 $000 $000 $000 $707 53 Total Fees $707 53 Total Payments To Date $235 14 Balance Due $472 39 DATE SIGNATUP.E.J 8154 08/04/04 0002 01 CGF- BUILDING PLANS IN STORAGE ATTACHED FOR OFFICE USE ONL PLAN CHECK NO ^ APPLICATION CITY OF-CARL"SBAD~BOlC.DfNG DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 Plan Ck Deposit Validated By Date Address (include Bldg/Suite #)Business Name (at this address) Legal Description Phase No Total tt of units 0002 OH 02 Assessor's Parcel # Description of Work -.2 ^s CONTACT PERSON (ifjirfifferehtSrorn applicant r . nn CA 9.2073- NUme 3 • I I City g!Contractor '~* '£] Agent for Contractor ^H^wnlr^QfA^ '" *• • , " •""""" . *™,>*V" _L" _ _ " ' _ i s\ . i "" */l ™~~ ™ I IH__EL_ State/Zip :;;::"•:. ™Ti" 9.2-0, Telephone Fax # Name Address City State/Zip Telephone # fcrMU. .-•: (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 Code] or that he is exempt therefrom and the basis for the alleged xemption Any violation of Section 7031 5 by anyapplicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500D S. rPArr& Qtiana &x<^ CA nyapphcant for am&ot Nai State License # okr^ Sta T 3%Address License Class City State/Zip City Business License # Address ~) City State/Zip TelephoneDesigner Name State License <~ 6 ""WORKER^ COMPENSATION ss s ^ ..... ;;- ..^7^**°^ ...... "'»-• 3; "3PS"T .- • . !^.h ....... - :' :msi^--"-- Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations f~| | 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 ^ 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 SiWfe fcmpenS6Jhf>A "TiA^U-VEi 1/>JU— - Policy No 04\P QO\ DO"\1C5O 3? Expiration Date 3 - \ -Q^ (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 ($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 DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason [~l 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) A I am exempt under Section MO v^{ 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 d YES ONO 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) C3Tg<o\Q<?>A.lflX-gt_ ** \^\^cA\<g>/7^-<A JjT-t „ Pt> 6oM ^OvJVwt oftA-eu-y *^3-01^~/o£B ^S*\ S\0o - \j>'^H8\03'P 4 I plan to provide portions of the work, but I haveTiirid 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, JiutlI have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) /^~ ~} —' — PROPERTY OWNER SIGNATURE COMPLETE THISjSfCTION"FOR NO, DATE IDENT/AL BUILDING PERMITSJDNLY "^ \ i J : s \"t. " 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, 2553Ji<if25534 of the Presley-Tanner Hazardous Substance Account Act? Q 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? l~l YES f~l NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? l~l YES l~l 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 IB CONSTRUCTION LENDING AGENCY . .. .Jl. f^ . J::T7......', "SIfl ::,:U:.:.r:l:".,':;!:iS'i:- V'BiiC'* jl"' ';•' , I hereby affirm that_there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code) LENDER^S-NftlvIE LENDER S ADDRESS .. j:...:' i.siiex....... . . '. :"':':*::K-..' ...^«B 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 permips-rrnTcornrnesced withinljlO-elays-ffeijri the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the^wtSfk is commenced for a peijod of 180 days)(Section 106 4 4 Uniform Building Code) APPLICANT S SIGNATURE DATE WHITE File YELLOW Applicant PINK Finance City of Carlsbad Bldg Inspection Request For 04/14/2005 Permit* CB042257 Title RIIS RES-498 SF BONUS RM&BATH Description Inspector Assignment JM Type RESDNTL Sub Type RAD Job Address 2219 CORTE CICUTA Suite Lot 0 Location OWNER RIIS TIMOTHY H&ELIZABETH C Owner RIIS TIMOTHY H&ELIZABETH C Remarks Phone Inspector Total Time Requested By DAVID Entered By CW CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comment Associated PCRs/CVs PCR04161 ISSUED RIIS RES-REV TO FRAMING DETAIL, Inspection History Date Description Act Insp 12/16/2004 17 Interior Lath/Drywall WC JM 12/16/2004 27 Shower Pan/Roman Tubs AP JM 12/14/2004 17 Interior Lath/Drywall WC JM 12/14/2004 27 Shower Pan/Roman Tubs NR JM 12/06/2004 17 Interior Lath/Drywall AP JM 12/06/2004 18 Exterior Lath/Drywall AP JM 12/03/2004 17 Interior Lath/Drywall AP JM 12/03/2004 18 Exterior Lath/Drywall AP JM 11/26/2004 16 Insulation AP PC 11/23/2004 84 Rough Combo AP JM 11/15/2004 13 Shear Panels/HD's AP JM 11/15/2004 22 Sewer/Water Service AP JM 11/09/2004 13 Shear Panels/HD's CO JM 11/08/2004 13 Shear Panels/HD's CA JM 10/14/2004 15 Roof/Reroof AP JM 09/20/2004 11 Ftg/Foundation/Piers AP JM Comments MSTR BATH APON 12/3/2004 OK TO INSULT W/LIST INSULATION & SHEAR OK OK TO BACKFILL SEE LIST/FIX @ SHEAR RAIN OK TO COVER c T EONSTRUCTION A ESTING & XLt NGINEERING, INC ESCONDIDO • TRACY • CORONA • OXNARD • LANCASTER • SACRAMENTO nvspirrTmN RFpmiT PAGE \ OF I t-w PROJECT NAME k- 1 i S k ADDRESS 2. "2. I S T fc (%^, ,^;x^ r-A ARCHITECT T^ »XJ *rb 1 ^ £; N>»1 £} «^"fe" • r\ f "\ i *S "™" 1 t** ^/S. («», I =^ ^_a* I M CD I? r^TIOMll^i^rbL' 1 lUrN . i ifiLDi tr L^iC-LAT A. / \pOT\JPRFTF ( ) MASONRY ^?2)i^ & \S—i ( \ P T POMP ENGINEER j j\/M T> A C roc- C ~l FIRI.n WF.l.D CONTRACTOR '^Vjsr (tp?\,/ A,. INSPECTION DATE | O t PL AN FI LE r \. &^ ^ I S " BLDG PERMIT OTHER .^\>O \^'^e.\'\&\}J*j M SHOP WELDING ^S <TJ M ( ) PILE DRIVINGi * 5£?~7 () BATCH PLANT ( ) EXP ANCHOR V) OTHER EPOX-.V MATERIAL SAMPLING ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) ( ) STRUCTURAL STEEL ( ) BOLTS CTE JOB # ! r> REPORT # ~72.£T.Z \ MATERIAL IDENTIFICATION CONC MIX#/PSI GROUT MIX#/PSI MORTAR TYPE/PSI REBAR GRADE STR STEEL MS BOLT MAS BLOCK. ELECTRODE MASONRY BLOCK INSPECTION PERFORMED, JOB PROBLEM, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, ( ) REBAR REMARKS ..II Certification of Compliance- All work, unless otherwise noted, complies with the approved plans and specifications and the uniform building code NAME (PRINT) ] CERTIFICATION NO ^ SIGNATURE GEOTECHNICAL & CONSTRUCTION ENGENEERING TESTING & INSPECTION 2414 VINYARD AVENUE, SUITE G, ESCONDIDO, CA 92029 (760) 746-4955 FAX (760) 746-9806 EsGil Corporation In Partners/lip with government for 'Bv.iCding Safety DATE July 30, 2004 a APPLICANT JURISDICTION Carlsbad a PEATTREVIEWER a FILE PLAN CHECK NO 04-2257 SET III PROJECT ADDRESS 2219 Corte Cicuta PROJECT NAME Riis SFD Addition 1X1 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes I I 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 I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck I I 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 ) Fax # Mail Telephone Fax In Person REMARKS By Kurt Culver Enclosures Esgil Corporation D GA D MB D EJ D PC 7/26/04 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 ^ (858)560-1468 4 Fax (858) 560-1576 EsGil Corporation In Partnership wnth government for Quitting Safety DATE July 15, 2004 g^AEPLJCANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 04-2257 SET II PROJECT ADDRESS 2219 Corte Cicuta PROJECT NAME Riis SFD Addition 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 IXI The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck I I 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 Beery PO Box 130684 Carlsbad 92013 I I 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 Beery Telephone # (760) 438-2963 Date contacted?/1 S/oV (by/£_ ) Fax # fako) H3£ 29(^3 Mail "-Telephone^ Fax -^ In Person REMARKS By Kurt Culver Enclosures Esgil Corporation D GA D MB D EJ D PC 7/9/04 trnsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 4 (858)560-1468 * Fax (858) 560-1576 EsGil Corporation In {Partnership vntfi government for 'BuiCding Safety DATE June 18, 2004 a APPLICANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 04-2257 SET I PROJECT ADDRESS 2219 Corte Cicuta PROJECT NAME Riis SFD Addition I | The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes I | 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 I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck XI The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person IX! The applicant's copy of the check list has been sent to John Beery PO Box 130684 Carlsbad 92013 I I Esgil Corporation staff did not advise the applicant that the plan check has been completed IXI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted John Beery (oK-«5) Telephone* (760) 438-2963 Date contacted o> 12-1 Uv (by ti. ) Fax # (SAHf) Mail _Jalephonev_^ Fax «-~ In Person REMARKS By Kurt Culver Enclosures Esgil Corporation D GA D MB D EJ D PC 6/10/04 trnsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 Carlsbad 04-2257 June 18, 2004 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO 04-2257 JURISDICTION Carlsbad PROJECT ADDRESS 2219 Corte Cicuta FLOOR AREA +637 REMARKS DATE PLANS RECEIVED BY JURISDICTION 6/7/04 DATE INITIAL PLAN REVIEW COMPLETED. June 18, 2004 STORIES 2 HEIGHT -20' DATE PLANS RECEIVED BY ESGIL CORPORATION 6/10/04 PLAN REVIEWER Kurt Culver 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 2001 edition of the California Building Code (Title 24), which adopts the following model codes 1997 UBC, 2000 UPC, 2000 UMC and 1999 NEC (all effective 11/1/02) 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, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. 1 Carlsbad 04-2257 June 18, 2004 jVALUATlON AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO 04-2257 PREPARED BY Kurt Culver DATE June 18, 2004 BUILDING ADDRESS 2219 Corte Cicuta BUILDING OCCUPANCY R3 TYPE OF CONSTRUCTION V-N BUILDING PORTION SFD Addition Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) cb Valuation Multiplier By Ordinance Reg Mod VALUE ($) 51,294 51,294 1994 UBC Building Permit Fee 1994 UBC Plan Check Fee Type of Review ED Repetitive Fee Repeats Complete Review D Other D Structural Only I D Hourly Hour* Esgil Plan Review Fee Comments $352 76 $229.29 $197.55 Sheet 1 of 1 macvalue doc C'tv of Carlsbad Pub!i(C^/Vbrks ^ Engineering DATE BUILDING ADDRESS BUILDING PLANCHECK CHECKLIST PLANCHECK NO Ocu-U CB PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submitted, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build D A Right-of-Way permit is required prior to construction of the following improvements EST VALUE DENIAL Please see the attached report of deficiencies marked with D Make necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review By By By Date Date Date By FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT Date ATTACHMENTS D Dedication Application D Dedication Checklist D Improvement Application D Improvement Checklist D Future Improvement Agreement LJ Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application [J Right-of-Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet ENGINEERING DEPT CONTACT PERSON Name TAN|YA BARROWS City of Carlsbad Address 1635 Faraday Avenue, Carlsbad, CA 92008 Phone (760) 602-2773 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract 1635 Faraday Avenue • Carlsbad, CA 92OO8-7314 • (760) 6O2-2720 • FAX (760) 602-8562 F \BUILOING PLANCHECK CKLST FORM doc ,. Rev 7/14/00 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE D D 4a Project does not comply with the following Engineering Conditions of approval for Project No D D D 4b All conditions are in compliance Date DEDICATION REQUIREMENTS \\X D D 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm dram or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 15.000 . pursuant to Carlsbad Municipal Code Section 18 40 030 Dedication required as follows Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 Yz" x 11" plat map and submit with a title report All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit Attached please find an application form and submittal checklist for the dedication process Submit the completed application form with the required checklist items and fees to the Engineering Department in person Applications will not be accept by mail or fax Dedication completed by Date IMPROVEMENT REQUIREMENTS D D D 6a All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $75.000 . pursuant to Carlsbad Municipal Code Section 1840040 Public improvements required as follows Attached please find an application form and submittal checklist for the public improvement requirements A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process The completed application form and the requirements on the F (BUILDING PLANCHECK CKLST FORM doc .si ND RD BUILDING PLANCHECK CHECKLIST checklist must be submitted in person Applications by mail or fax are not accepted Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit Improvement Plans signed by Date D D 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18 40 Please submit a recent property title report or current grant deed on the property and processing fee of $310 so we may prepare the necessary Neighborhood Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit Future public improvements required as follows D D D 6c Enclosed please find your Neighborhood Improvement Agreement Please return agreement signed and notarized to the Engineering Department Neighborhood Improvement Agreement completed by Date L] D 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code [U D D 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) D D D 7b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached NOTE The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit Grading Inspector sign off by Date CD n D 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) F \BUILDING PLANCHECK CKLST FORM doc BUILDING PLANCHECK CHECKLIST ,. ST 0ND oRD 1 ^, ^ « JZT CD D 7d No Grading Permit required Hf D D 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS D D D 8 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way Types of work include, but are not limited to street improvements, tree trimming, driveway construction, tying into public storm dram, sewer and water utilities Right-of-Way permit required for D D D 9 INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Cammo Real, Carlsbad, CA 92008 District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List You may telephone (760) 438-2722, extension 7153, for assistance Industrial Waste permit accepted by Date D 10 NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first D D 11 Q Required fees are attached Jo fees required WATER METER REVIEW D D D 12a Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized Oversized meters are inaccurate during low-flow conditions If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used • All single family dwelling units received "standard" 1" service with 5/8" service F \BUILDING PLANCHECK CKLST FORM doc ,ST -,ND •>RD D 12b BUILDING PLANCHECK CHECKLIST • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm) A typical fixture count and water demand worksheet is attached Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit • Maximum service and meter size is a 2" service with/a 2" meter • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand (manifolds are considered on case by case basis to limit multiple trenching into the street) Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval The developer must provide these calculations Please follow these guidelines 1 If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets If so, at the water meter station, the demand in gpm may be listed there Irrigation services are listed with a circled "I", and potable water is typically a circled "W" The irrigation service should look like STA1+00 Install 2" service and 5 meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach) Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use Once you have received a good example of irrigation calculations, keep a set for your reference In general the calculations will include • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA) As long as the project is located within the City recycled water F WILDING PLANCHECK CKLST FORM doc ST BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future D 12c Irrigation Use (where recycled water is available) ;:-*~ 1 Recycled water meters are sized the same as the irrigation meter above 2 If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development For subdivisions, this should have been identified, and implemented on the improvement plans Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this O 13 Additional Comments: F \BUILDING PLANCHECK CKLST FORM doc o S a s* -sa « o o c c S. 5. PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB 0^4 Planner A/U APN Address 7-2-/^ Phone (760) 602- SC, Type of Project & Use Zoning P^ General Plan CFD (m/out) #_Date of participation . Net Project Density . Facilities Management Zone _ Remaining net dev acres Circle One (For non-residential development Type of land used created by this permit ) Legend: ^ Item Complete D 'tern Incomplete - Needs your action Environmental Review Required: YES NO TYPE DATE OF COMPLETION Compliance with conditions of approval9 If not, state conditions which require action Conditions of Approval Discretionary Action Required. APPROVAL/RESO NO PROJECT NO YES DATE NO TYPE OTHER RELATED CASES Compliance with conditions or approval9 If not, state conditions wKich require action Conditions of Approval NO Coastal Zone Assessment/Compliance Project site located in Coastal Zone9 YES_ CA Coastal Commission Authority9 YES_ If California Coastal Commission Authority Contact Ihfem at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402, (619) 767-2370 Determine status (Coastal Permit Required or Exempt) Coastal Permit Determination Form already completed9 YES NO_ If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log # Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans) 2) Complete Coastal Permit Determination Log as needed Inclusionary Housing Fee required: YES NO (Effective date of Inclusionary Housing Ordinance - May 21, ^993 ) Data Entry Completed9 YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE") Site Plan: H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 1 Provide a fully dimensional site plan drawn to scale Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes) 2 Provide legal description of property and assessor's parcel number Policy 44 - Neighborhood Architectural Design Guidelines 1 Applicability YES. NO_ (~~| D PI 2 Project complies YES NO Zoning $2 D D 1 Setbacks C~0ft Front Required Interior Side Required Street Side Required Rear Required Top of slope Required iSTn D 2 Accessory structure setbacks FrontX/ Required Interiot^jde Required Street Sidev Required Fj}£ar \ Required Structure separation Required LZrU U 3 Lot Coverage Required JAJ D D 4 Height Required IpTCH D 5 Parking Spaces Required (breakdown by uses for cc Residential Guest Spaces Required n [~~l l~~l Additional Comments sisten-h with PVD 8&~om Shown \ / Shown \ / Shown ^^ Shown S' x Shown Shown Shown Shown Shown Shown Shown Shown Shown )mmercial and industrial projects required) Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H \ADMIN\COUNTER\BldgPlnchkRevChklst h/L T DATE Rev 9/01 FROM L=iMDft ENGINEERING CONSULTANTS FftX HO 989 245 2453 Jul 22 2004 04 43PM P2 €iV!l.-STflUayftfli 600 Central Ave, Suite P Lake Elsmore, CA 92530 CONSTRUCTION MftNfl<HM€NT (909) 245-2578 Fax (909) 245-2453 PROTECT: Stajctural design on RHS remodel addition LOCATION- 2219 Corte Cicuta Carlsbad, CA 92009 OWNER: Tim & Beth Rijs CLSEENT: JOHN BEERY ARCHITECT P.O BOX 130684 CABLSBAD,CA92G13 REVISIONS DATE, 3-29-04 ^S^^lflS^^ SHIPPED DESIGNED BY £*1 CHECKED BY £,EL- c FROM LfiMDft ENGINEERING CONSULTANTS FRX NO 909 245 2453 Jul 22 2804 04 43PM P3 WJHBSSSKS coNsneu&MK SHEET 4-b DATE 4-15-04 0304-4842 O HEADER @ LIVING L =25 Fbl -HOO Fb2 =2800 Fyl=95 Fv2 =2S5 £1=l6i06B2 Roof -34 i~t 1 S\ Wall -14(10) Floor =52 |— j Deck =0 \ 2 / \ 2 / w = Roof T- Wali- Floor +• Deck - DL ., wLM = S M= 560.2 #-' R - W " 15 M 1^ M/. l<i M ,. i-i fn 2 ^1 „-•- =>2 ._ R=896 # bl b2 O HEADER @ BATH 3 V =w[--d) U / V=5664 * 15V 1SVAJ fp >nz fF A j = 8 9 m2 A J =3 m2 Q USE 4x6 = 2010* d =46 f =t DL =10 I , ?2_5 _wJL4 E i 1 1 1 \ 2*0 / T . 22SwL4 E2 i j \ 240 / !2-25 in4 L =25 ' Fbl =110C Fb2 =2800 Fv] =95 Fv2 -285 E t - 1 6-106 E2 =20 106 d - 46 f - 1 Roof = 0 Wail - 0 Floor - 52 (— ) Deck -0 DL - 10 \ 2 / w = Roof -r Wall t Floor •+• Deck t DL j >W»- ^ ^w> ; * - J! 8 wLR ~ — '.. I"? M IT MJ% - S , - S T - *-^ 3 I f p 3 7 n R =403 # ^^ ^2 S 2 » J J m3 /t \ V w j d] \2 / V -2544 # . _15V . _15V t F , f F -1 r Vl T * V2 A , =4 tn A j = I 3 in2 Q USE 4x6 _ 223 w L* I ( • r _ 22^ w L4 E|* \240J 1 1 "» 1 4 in* ^ FROM LPMDfi ENGINEERING CCNSULTflSTS FflX NO 90S 245 2453 Jul 22 20B4 04 44PM P4 SHEET 4-c DATE 7-21-04 JN 0304-4842 BM @ BONUS ROOM L =12 •bl b2 = 95 Fv2 =285 E! =1610* E2 --20106 d ' 77 f =125 Roof =34-[$r» 2 2 Wall = 0 Floor = 0 t »=i2 b - w -Roofr Wall-rFloor +• Deck- DL w-UR W 2 T>7 #•' Deck =0 DL =12 M=3888 R =*t.i: 2 2 R =1092 # Si =12M _ _I2M&2 ~7^— Sj'339 «i .,'-!]-<-« V - 978 * 1.5V A r T?fF- ^2 = 15V v! Aj =124 A. 2 =41 li Eli fL12\7 +•L 12' \240/ \240/ . 225wL4 36 PL3 I_ . -H . L \240 in z/tHl ^ \ 240 G> USE 4x10 Fbl-1100 Fb2 =2800 Fvl --95 =285 10* E =2010* d =94 f = 1 2S D Roof =34-: — + -I Wai! =0 Fioor -0 1 P1 \2 2 Deck =0 lr 3 w = Roof- Wall t Floor T Deck-r DL P j = 34 [- w = 140 #/ DL =J2 P, =408 # b =5 c=6.5 . =55 RR =1231 M =4660 V =1265 V -1265 12 M „ 12 M „ ji j • S i S i *• 40 7 in fF hlbl A, =16 ll - 119 m [-,-952 in* Q USE 4 x 10 A engineering Consultants CIVIL STftUCTUftftl • PLflNNING CONSTRUCTION MflNftG€AA€NT 600 Central Ave, Suite F ~ (909) 245-2578 Lake Elsmore, CA 92530 Fax (909) 245-2453 PROJECT Structural design on RIIS remodel addition LOCATION 2219 Corte Cicuta, Carlsbad, CA 92009 OWNER Tim & Beth Rns N P CLIENT JOHN BEERY ARCHITECT P O BOX 130684 CARLSBAD, CA 92013 DATE 3-29-OJ DESIGNED BY CHECKED BY CEL. REVISIONS •H t ft M D ftaaaaaaar11" ' acaBaseBaaaaaaaaa11 ' ''" ma mi engineering Consultants CML STRUCTURAL PLANNING CONSTRUCTION MANA6CMCNT SHEET DATE 4-15-04 JN 0304-4842 L = L = HEADER (® REAR ELEV Fbl =1100 Fb2 =2800 Fv, =95 y2 =285 E = 1 6 10 E ^2 0 10 d - 6 f - I 25 Roof =34 - 12 Wall =0 Floor =0 Deck =0 DL = 10 w = Roof H- Wall +- Floor +- Deck ~ DL w = 180 #/• M =wl/ R =wL M = 562 5 #-' 12M 12M 1 R =450 fF• bl fF b2 =49 =1 9 in in V =w ---d V=342 # 15VA , = A -, fF vl 1 5 V fF v2 =43 in in - 2_25_w_l4 "F~"7IT2^b i1 I 240 / 225wl.4 ' 240 I , = 6 3 I2=51 in in USE 4x8 HEADER @ ENTRY Fb] =1100 Fb2 ^2800 Fvl -95 Fv2=285 E j - 1 6 106 E 2 = Roof =0 Wall =0 Floor = 52 i/ 12\Deck =0 20 10 d DL - 46 f - 1 w = Roof-H Wall h Floor ~ Deck + DL w = 322 #/• ,. wl.M ~ — M = 10063 #-' 12M „12M R =805 "bl ' = 11 in3 fF b2 =43 in '•2 V =6569 15V # 1 5 V fF vl fF v2 j =104 T =35 in m " ' '• 240 / r 22 5 vv L4 i ~> - " ,, /L12-L, -) i • • — i ' '• 240 / •\\ 3 = 9 1 in in USE 4x6 m A engineering Consultants CIVIL STftUCrURAL PLANNING CONSTRUCTION MANA3CMCNT SHEET 4-a DATE 4-15-04 JN 0304-4842 O B M @ DINING L =7 ' Fbl =1100 Fb2 =2800 Fvl=95 Fy2=285 E j = 1 6 106 E 2 =2 0 106 d = 94 f = 1 Roof =0 Wall =10(9) Floor =52 — ] Deck .-0 DL =10 2 / w = Roof -H Wall +- 1 loor -t- Deck + DL v^^rfBJHSJJmS^SKJSS^^ W~438 ftf ^ ^ M -Wlj2 8 M=26828 #-' R - W P M P M 2 1 "> R=1533 # fFbl " fFb2 S,=293 in3 S 2 = 1 1 5 in3 m O B M @ LIVING V =w!--d) \2 / V = 11213 # 15V A 15V J\ /V j fFvl fFv2 Aj=177 in2 A 2 = 5 9 in2 A USE 5-1/4"x11V&P 22 5 w L4 1 ^^tli1 240 / j _225vvL4 " F0 L12\lj 7 ! ~ 240 / I j = 42 3 in4 1 2 = 33 8 in4 -7/8" PSL „, „, L -1 ' Fbl =1100 Fb2 =2800 Fvl=95 Fy2 -285 E j = 1 6 106 E 2 =2 0 106 d = 94 f - 1 Roof =34 [-- + -) Wall =10(9) Floor = 52 —} Deck =0 DL = 101 2 2 / ' 2 / P w j = Roof -h Wall -H Floor +- Deck - DL w 9 = 52 ; — ^ j w ? = 1 69 #/' W! w , =650 #/* "I^.M.MMM^JMO^W" ' w" ,-,_-, 3 i. ill 5, r: __ „ R^^O RR=1440 M=369° ^' R T - 9 1 90 * R T-, - 1 440 # S , - S-,- L, i\ 1 0 T7 /,/»!-,fFbl fFb2 Sj=403 in3 S2 = 158 in3 m " - -'•' — — ; 2 M 2 / V /L -1\V - w — d 1 2 / V = 11213 # 15V . 15V /V 1 • /V -) fFvl fFv2 A! =17 7 in2 A 2 = 5 9 in2 dfa USE 4x12 ^^ r -3/.J JF 22 5 w I 4 1 i r L 12\b i ;1 240 •' . 22 5 w L4 IT " F /L12'h. 9 . " • 240 / Ij =56 in4 I 2 =33 8 in4 CIVIL STRUCTURRl PLANNING CONSTRUCTION MflNAG€M€NT 600 Central Ave, Suite F (909) 245-2578 Lake Elsmore, CA 92530 Fax (909) 245-2453 PROJECT Structural design on RIIS remodel addition LOCATION 2219 Corte'dcuta, Carlsbad, CA 92009 OWNER Tim & Beth Rns CLIENT JOHN BEERY ARCHITECT P O BOX 130684 CARLSBAD, C A 92013 REVISIONSa a a a a DESIGN ED BY &K. CHECKED BY C,c.~ Asss Engineering Consultants STRUCTURAL" PinMiN6'*To^*fAijaiMMnNnO€M<NT SHEET DATE JN 2 4-15-04 0304-4842 Design Criteria UNIFORM BUILDING CODE, 1997EDITION AND CALIFORNIA BUILDING CODE 2001 EDITION TIMBER -DOUGLAS FIR-LARCH 4x OR2x_E=1 6x1 Ofc 4x No 1 Fb=1100 psi ps. Fv=95 psi 2x No 2 Fb=875 psi Fv=95 psi CONCRETE- PORTLAND CEMENT SHALL CONFORM TO ASTM C-150 TYPE I OR II Fc=2000 psi (28 DAYS) 6x OR GREATER E=1 6x106 psi No 1 Fb=1350 psi Fv=85 USE Cf SIZE GLULAM- DOUGLAS E=1 8x1 06 psi Fb=2400 psi Fv=165 psi FACTORS FIR-LARCH psi MASONRY- CONCRETE MASONRY UNIT BRICKS ASTM STD C-90 F m=1500 psi STEEL STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36 PIPE COLUMNS SHALL CONFORM TO ASTM A-35 GRADE B UNLESS NOTED OTHERWISE UNFINISHED BOLTS AND NUTS SHALL CONFORM TO ASTM A-307 Fb=24 ksi Fv=14 5 ksi E=29x106 psi REBAR ASTM STD A-615 GRADE 40 Fs=20 000 psi I C B O #'s WOOD MICROLLAM (ML) PARALLAM (PL) STRUCTURAL PLYWD TJI ANCHORS = ER-4979 LARR-25202 L2 ^^^ = ER-4979 LARR-25202 ^^^^ L3 - ER-5681 LARR-24218 ^-"""'^ = PFC-4354 LARR-25340 U- 12 ITW RAMSET/RED HEAD ER-1372 ADJUSTED D L= |)[ ' 2 TRUBOLT WEDGE ANCHOR ' ' HILTI NY-150 ADHESIVE ANCHOR =ER-5193 LOADING CONDITIONS MATERIAL SHINGLE L3 DL 4 5 SHEATHING 1 5 JOISTS CEILING TOT D L 2 35 12 TOT ADJUSTED DL 13 LIVE LOAD 16 DESIGN LOAD 29 USED ROOF TILE 4 10 1 5 2 35 17 18 16 34 X BUILT-UP LAF < 4 N/ 6 4 1 5 1 2 2 45 C 14 1 14 1 20 1 34 2 FLOOR MCE W/OCONC DECK BALCONY A N/A N/A N/A \ 4 14 14 222 > 25 25 25 ) 35 35 35 ' 12 22 22 7 6 40 40 60 3 52 62 82 X X CRffl. STfiUCTURftL PLANNING CONSTRUCTION SHEET DATE 4-15-04 JN 0304-4842 HEADER <© BONUS ROOM I. =15 'Fb| =1100 FhT -2800 Fyl -95 F VT =285 !•! j =16 106 ].•-, =20 10° d 94 1 25 Rool -34 i-4 - 15i Wall =0 Flooi -0 Deck -0 1)1 \v = Root , Wall ; Floor , Deck DL w = 304 #/' M = — 8 M=8550 #-' 12 M ,., 12 M R =2280 #"'hi S , = 74 6 in" S -, = 29 3 in' b2 V =\v i -d' V - 1994 2 # 15V .A 5 V A [ =252 in' A o = 8 4 in2 22 5 \v I '' "~ .L12" h''^< 22 5 \v L4 " 2 240 ' I , = 288 6 m4 IT =2311 8 in4 USE 5-1/4"x9-1/4"PSL A B M @ DECK L MO 5'Fhl =1100 fb2 2800 FV[ =95 Fv2=285 F 6 10f> F:O -20 K.)(> d = 94 i -- 1 Rool =0 Wall -0 Floor ^0 Deck .62! — ". Dl. -11 T ! u -• Roof ' Wall Flooi • Dock ;- DL \v = 399 #/' R - R =2092 # M 8 M=549l8 #- 12 M 2 M 1 hi tF h2 S [ = 59 9 m' S T = 23 5 \n V u /-- d: V = 17175 # A -. A 1 5 V IT, A , -27 1 in" A T = 9 in' USE 4x12 22 5 u I 240 ;1 12 IT: " 24(1 ' I , - 129 7 iii I0--:K)3S in4 OWL STRUCTURAL PLANNING CONSTRUCTION SHEET DATE 4-15-04 JN 0304-4842 HEADER @ REAR ELEV L. -5 hi .100 FhT -2800 I-' , =95 F..-, =285 R, - 16 10 R -, =20 in" d 6 1 =125I) i. "V I V *. 1 ^- Root =34 :-7--i- 1 5'Wall -0 Floor =0 Deck =HI. \\ -Root-W;iU , Flooi ; Deck-rI)L w = 180 #/" \v I.. R =450 # M =-- 8 M --- 562 5 #- s 12M s fi''bl 12 M S,=49 s T = i y in in V =w d • 2 V = 342 # 1 5 V 1 'Fvl A , =43 A -, = 1 4 A- 7» in" -> in" 5 V 1 225\vl. ,. /1.121 • 1 I' 240 I->=5 111 in USE 4x8 M r> ft Consultants ~CJVJTSTfiUaURflL PLANNING CONSTRUCTION MftNflG«M€Nf SHEET DATE 4-15-04 JN 0304-4842 FOUNDATION ANALYSIS ASSUME SOIL BEARING VALUE, a - 2000 psf PER SOILS REPORT CONTINUOUS FOOTING UNIFORM LOAD CONCENTRATED LOAD A W 12" WIDE FTG =2000 Ib/ft 15" WIDE FTG =2500 Ib/ft 18" WIDE FTG =3000 Ib/ft ALLOWABLE LOAD 12" WIDE BY 12" BELOW FINISH GRADE L=36"+35"=395"x12 => 4740m2 Ib 144In:ft-' \\\\ 15" WIDE BY 18" BELOW FINISH GRADE L=48"+35"=51 1"x15' => 7725 in2 - a -- = 10729 Ib 144 -... "> 18" WIDE BY 24" BELOW FINISH GRADE L=60'+35"=635"x18" => 11430m2 a — = 1587? Ib 144 in (' D' INCLUDES 6" CLEAR ABOVE FINISH GRADE) 12 DEEP 18 SQ P all - 2 25 Pall=4500lb 24 SQ P a|| --- 4 0 ft' a Pall=8000lb 18" DEEP 36 SQ P al, = 9 0 ft- a Pall=18000lb 40 SQ Pa,| -: llll f P all=22220 Ib 30 SQ 42 SQ PALL=24500lb 48" SQ PALL=32000lb 52" SQ PALL=37554lb all '- Pall=12500lb l2CO _,,T C1 rw = 34 psf j '-— - 1 5 ft! -,- 14 psf (19 ft) +- 52 psf '-'-" '-1 = 833 plf < 2000 plf 12" WIDE FTGRIGHT ELEV 14 psf (19 ft) = 913 plf < 2000 plf 12" WIDE FTG M D A ~CW1L CONSTRUCTION MflNfl<S€M€NT SHEET DATE JN 4-15-04 0403-4842 PAD DESIGN R 1 - 2280 Ib R 2 2092 Ib R 3 450 Ib R G T ROOM 34 Psf ! RGTROOM=184y lb R G T REARELEV -^ 145 ft\ / 15 ft', 2 •< > 2 < 6583 Ib O K W/ CONT FTG , .. 10 ft- / 125 n\c*T i RGTREARELEV = 1()63 lb <6583ib OK W/CONT FTG T ft / If) S ft •R o 62 psf i — | .' —' = 24IS Ib < 8000 lb USE 24" SQ PAD AMD Consultants CML STBUCTURflL PLANNING CONSTRUCTION MflNflOCM€NT SHEET DATE 4-15-04 JN 0304-4842 LATERAL ANALYSES STATIC LATERAL FORCE PROCEDURE BASE SHEAR DESIGN PER UBC 97 PERIOD USING METHOD A C. ---() 020 h - 25 ft WHERE hn IS THE CENTER OF GRAVITY (AVERAGE HEIGHT) OF DIAPHRAGM I =Ct(hn/ 4 (30-8) 1=022 sec SEISMIC ZONE 4 SEISMIC ZONE FACTOR 04 SOIL PROFILE TYPE SD TYPE OF SEISMIC SOURCE = B DIST TO SEISMIC SOURCE < 5 km SEISMIC SOURCE = ROSE CANYON FAULT N., : 1 0 (TABLE 16-S) Nv I 0 (TABLE 16-T) Cfl -044 Na (TABLE 16-Q) C v =064N^ (TABLE 16-R) Rw -55 (TABLE 16-N) I = I 0 (TABLE 16-K) /. -04 (TABLE 16-1) DESIGN BASE SHEAR IS V ""' (30-4) V =052 BUT NEED NOT EXCEED 2 5 C ^ V = Rw~ (30-5) V=02 DESIGN BASE SHEAR CANNOT BE LESS THAN V °'1C i.1 (30-6) V = 0 048 DESIGN BASE SHEAR CANNOT BE LESS THAN 0 8 '/.. N v I V=~KW " <30-7> V = 0 058 ft M D ft Engineering CWH. STRUCTURAL PLANNING CONSTRUCTION MANAGCMCNT SHEET DATE 4-15-04 JN 0403-4842 LATERAL ANALYSIS CQNT... THEREFORE V =02 (30-5) CONTROLS ADJUSTED BASE SHEAR DUE TO RELIABILITY / REDUNDANCY FACTOR Kv-0 AB "2700 IV,2 .ONGITUDINAL ,.- ,, ' I3it< •_>43 pit . - max imax=OI92 20 2 ' ' 13_5 n_| 125 ftj_ (345 plf) (13 It) (30-3) rma\ V = 0 < 1 USE p = 1 1 4 (30-1) (12-9) !•: =0 143 TRANSVERSE max 169 nil (267 it) i— \' <2<y7_ (169 plf) (37 It) 20 (30-3) P=05S < 1 USE H i'Vh) I 4 (30-1) (12-9) CIVIL STRUCTURAL PLANNING CONSTRUCTION MftNflG€M€NT SHEET DATE JN 9 4-15-04 0304-4842 WIND EXPOSURE= Qs= \BASIC WIND SPEED= Ce= 1 06 Ce= 1 13 Ce= 1 154 Ce= 1 166 Ce= 1 19 Ce= 1 238 ADJUSTED Base shear= o 143 LONGITUDINAL (SEE WIND ROOF= WALL= WALL= II WALL= FLOOR= DECK= WIND ROOF= WALL= WALL= II WALL= n ^If FLOOR= * 1£ j»jf^ DECK= aat WIND ROOF= WALL= WALL= II WALL= FLOOR= DECK= CALCS SHT8) T Pll WIND ROOF= WALL= WALL= II WALL= W= 1044 Ws= 0 143 W= 149 p(f W= 1370 Ws= 0 143W = 196 plf ) ( ) = W= 0 Ws= 0 143 W = 0 pit' plf DECK= WIND ROOF= WALL= II WALL= FLOOR= DECK= WIND ROOF= WALL= WALL= II WALL= FLOOR= DECK= Cq= CeCqQsl= CeCqQsl= CeCqQsl= CeCqQsl= CeCqQsl= CeCqQsl= 1736 psf 1851 psf 1890 psf 19 10 psf 19 49 psf 20 28 psf TRANSVERSE 2 =288 J±1 *0«i=° W= 522 Ws= 0 143 W = 75 } C ")"° W= 662 Ws= 0 143 W = 95 Ptf ( W= 0 Ws= 0 143 W = 0 nil plf LEVEL SUM W(plf) 149 196 345 H (ft) W*H (Ib) F (plf) 10 2986 1959 4945 208 137 345 LEVEL 1 SUM W(plf) 75 95 169 H(ft)W*H (Ib) 1493 947 2440 F(plf) 104 66 169 f>M P fi Engineering Consultants CIVIL STftUCTUftftL PLANNING CONSTRUCTION MflNflG€M<!NT SHEET DATE JN 4-15-04 0304-4842 * ** 2001 CALIFORNIA BUILDING CODE SHEAR PANEL SCHEDULE HO ZJL\ /K ZJL\ /A\ ZA\ /6\ Zz\ /8\ /9\ /10\ *x^\/11\ 6/V&6 /12\ * /\*a /13\ 6/\** /14\ 6/\*6 /15\ MATERIAL (MA"! R<s BI.iH.kLD V'N Dl'<\ U1 \i i i : nim\ M ;. VS DIOWM 1 1 - DR\ \\-\i i - S Dki\\ \| 1 i : DR'iiv \i i. Bl.Oi'kl-b •> s DR\ \\AI.I. iMockrn 7 S STUfCl' x\ i D\ PI 1Unc>|j i s •• ; )\ I'l U\ noli vs cn\ fi > \\onn vS i D\ I'l V,\ i in!') ' S 1 |J\ I'l U\c mn 1 _ 1 !j\ ri > wnnn 1 : s I !<],:( ! I I'l •> \\nnn NAILING .)J 1 ' » ll.LR :ff » (.1 1 I'lX 1' S i 1 II 1 IJ-. \ i' 0 \SI; 1 Vii.R SJ( (x.)Ll R K 7 or I I.XTS i 1 Hi !') \l r-\i l: 1 \"il-R -•dt.oDl.tk-u 7 (i( I.IX. I's i i-il'.l.l) 6Ji OOl.l-.R.J! 7 ()' L-UCI'S i 1 II i D ^a'. cmi i-.K if- A iii > ;x i s JL HI i D dJi Od|.!'U ./ 4 ni MX l.s JL 1 II.I.IJ (>j '. '(.x')i.i-:i< (iii -i i. ! •; i- 1>. i s i i- u,i D od( O()[.liR-u'4 i.u [.!> 1-s.iLI iLI.D i'-\p]-:i< 0 M ki-'IJ \\IRI-.I M'lIU 1K..AI 1 _ luNt 7.!(: lll'\i'J .'. -\l.\ \\l/["l;i ill H'kRI DA MIS' or- i'-i n<, at 'i.v.13 i-i \n s i'ix-i s JL I'll i D W( OMMOMu, (, (;• i i.X I- ,\L I.I II 1 D nr< indi)(')\ok i:d~.i\ki'R Hdci AIMCiN a 4 «' 1'IX 1 X 121 II 1 O lik Kid I" 'XDR l.dMNki !< bdi'-nMMiiNi.i < ni | ix | JL i: 1 II 1 D ( )k l"d lioXOR I2d ^l\kl K Sdi ( JMM'. >;••; id i !K 1 IX 1' X I. Ml 1 1) OR |nd MI" A i'lR l.d M'-.kl'k Sd( OUM()\ ni . in |.|x ! t 12 1 II 1 D (i|< Kid IJOXi'iR IldMVM R CiR |(,d |Vi\()k i , i \ S'l M'! 1 s KiiKOUMOV,; : ni 1 IX 1 i 1. 1 111 D OR l(xi!iO\()R I ,," \ S| \l-'l 1 s V (Ib/ft) s/w lO ^/ /^JM) '" ,/ ^X^ Kid K) ^^ /s \\~- V) ./ /s\11 M} ,/ // \^ M} S/ ^/IMI ^ S//s\~l^ 90 /^ ./\^ 220 ?2() V-MI 410 .110 77(1 S7() SOLE NAILING !6d® _OC i: K> KI lo Id 1(1 1(1 III () 4 • 1 1 1 1 -> FRAMING AT ADJOINING PANEL EDGES SHALL BE 3x.. OR WIDER AND MAILS SHALL BE STAGGERED SILL PLATE SHALL BE M NOTES A USE CDX CC OR SRD W/ EXT GLUE IN LIEU OF STRUCTURAL PLYWOOD THESE \ VALUES ARE FOR DOUG FIR ONLY OTHER LUMBER SPECIES MAY REQUIRE CHAHGE [USE OF OSB OR SIMILAR PRODUCTS INSTALLED PER ICBO APPROVAL IS ADEQUATE i B PROVIDE 2x_ BLOCKING AT HORIZONTAL PLYWOOD PANEL JOINTS C WHERE PLYWOOD IS APPLIED ON BOTH FACES OF WAL L AND NAu. SPACING IS LESS THAN AN 6 0 C PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERE; ;7 FRAM NG MEMBERS OR FRAMING SHALL BE 3x_ OR WIDER (OR ? 2x_) AND NAILS STAGGERED ON EA SIDE D WHERE NA.LS ARE SPACED AT 2 0 C THEY SHALL BE S TAGGERED AND 3x_ OR WIDER (OR 2 2x_) FRAMING MEMBERS SHALL BF USED AT ADJOINING PANEL EDGFS I A ft Engineering Consultants "OVIL STRUaURmT PLANNING CONSTRUCTION MRNflO€M€NT SHEET DATE JN 4-15 04 0304-4842 2ND FLOOR WALL '«• LEFT ELEV (BONUS ROOM) c 100 U-N / 12 67 It 36tt,Sload ~(.208pli)l — v--<- .—i "s~-, • o s = 533 pit UPLIFT [us9ft, DL (85) UPLIFT =3741 Ib USEMST48 WAJ,!..;«: RIGHT ELF.V loud = 125 UI'LIFT =>S9 \Y- • DL( 85) UPLIFT =600 Ib USEMST48 I. -95 tt I. =9 5 Ml S,oad=50621b USE /14 \ W/ A35 SPACING = 32 in OC I, =(S ii -7 It L = 13 It 18p-,f •'- II :- 1 5 It' -i- 14psf(9 It) i '6 U! \1 i ' i 2 ; USE /9 W/ A"5 SPACING =48 in OC M ft Engineering PlftNNlNO CONSTfiUaiONvPlNflG€M«NT SHEET DATE JN 0304-4842 WALL 'tr FRONT L;LEV (BONUS ROOM)L 2 67 It 2 67 It I. =5 34 II WMoad -ci45Pin j--;W ,oad = 2683 Ib W 'W load L u w = 502 p] UPLI1-T -i>J9 ft • 1)L '.-• ^ ft._ 1 5 ttj- Upst (9 It)! ,±.('7J!', \ 0 ' . ' ^ / — .1 "" i>JW . UPLIFT =4321 Ib USL! HARDY F RAM H USE /I-1F9\32 W7 A35 SPACING = 24 in UCZ \ L. - 2 67 It [.=267 It w load W,oad = 1005 pir UPLIFT iuw9 II; -DL DL -'. IHpsf'— I > 2 5 Itj- 14 ps! (9 10 ; ' ' — ''• UPLIFT =8842 Ib USE HARDY FRAME USE IIF9\32II W/ A35 SPAC.INC.-4X in Oil/ \ Consultants "CIVIL STRUCTURAL PLANNING CONSTRUCTION MANRGCMCNT SHEET 13 DATE 4-1 5-04 JN 0304-4842 IST FLOOR WALL (a) BEDS LIVING .,.. ... /1267tt\ _.,_ ... /7 ftS lmri - (34D plf) - (137 plf) I I T- (149 Ik^clU \ 0 / \ "1 / L = 13 5 It- 125 It L=26 It •36tv\ DL =| 12 psf j'-—7.-) +- 10 psi (9 H) load u s = 206 pll UPLIFT -(us9 ft)- DL( 85) UPLIFT = 969 lb USE HD2AW/ SIMPSON EPOXY TIE-SYSTEM / 125 tt\ USE WALL'S) RIGHT ELEV W/ A35_SPACIN(.. =32 in O L 5/8 AB SPACING =40 in OC L -• 165 It-,-7 It L =235 it S,oad=26741h S load = 114 pll DL ,2pSf|, L 12-'' J ' 2 / UPLIFT -(DS 10 It) DL( 85) UPLIFT =617 lb USL HD2A W/ SIMSPON EPOXY SYSTEM USE W/ A35_SPACING =48 in OL 5/8 AB SPACING =72 in (..) C I ft M D ft CIVIL STKUaURAL PLANNING CONSTRUCTION MRNflGCMlNT SHEET DATE JN 14 4-15-04 0304-4842 WALLfrt' FRONT ELEV L =267 it- 267 it L = 5 34 it load J_oad L 0^=638 pit UPLIFT = ius I Oil) DI.( 85) S,oad=3409lb ' / ~> \ 1 •' ? 67 tt *DL -; 12Psf - itj-H I4pst(10lt)! j"1-^-' i ' 2 / ' i \ 2 / UPLIFT =6211 Ih USE HARDY FRAME W/(l) #4 BAR r&B 5 PASfHDS GRAPH HM DESIGN 24"\24" GRADE B M UPLIFT M = (145 pcf) (2 tt) (225ft) UPLIFT 1 1 = 10 II 8 M =7391 Ibft M (20000 PM) ( 89) (21 in) As=02.n A USE HFKK32H W/ A35 SPACING = 16 in OC WALLS' BATH 1 =1211 I. = 12 It W load -W,oad=6364 Ib W load 'W DL =(12psl (I 33 It) i- lOpsl'UO it)) :/ 12 It; /1 \ u w = 530 plf UPLII" I =(uw 10 It) - DL j--j UPLIF r = 4839 Ib USE I-ID6A W/SIMPSON EPOXY TIE SYSTEM USE /14\ W/ A^5_SPALINO =S m OC 5/8' AB SPACING = 16 m OC Engineering Consultants CIVIL STRUaUftAL~~PlflNNING CONSTRUCTION MftNPIO€M«NT SHEET DATE JN 4-15-04 0304-4842 WAl..I.M> REARELEV 2 67 It -i- 2 67 it 3 14 tt load sload=1195 lb load u ^ = 598 pit DL -(12 |— — ] UPLIFT ^us 10 ft)- DL( 85) UPLIF T = 5805 lb USE HARDY FRAME A USE HFKK32H W/ A35 SPAC1NC, = 16 in O C/ ^ Ingifteering Consultants cnni "sTRuauRftL PLANNING CONSTRUCTION SHEET DATE JN 16 4-15-04 0304-4842 POSTS @ DECK lo-id Slond=594lb M --sload(iotn R - 2 ~>lv \\ n 2 POST D - 8 in W 1 ~ 5 5 in V = 5278 Ih i h -II00 P USECB66MIN TYP W/(2)5/8"(fl30LT T al, - 1760 Ib (1 31) (. 1 25) (2 ) T tll] = 5852 Ib O K S = 11 32 in USE 4x4 POST USE 4x4 POST W/ SIMP ECC OR CC @ TOP AND SIMP CB66 MIN @ EOT n IP 9d WdiS SO t?002 TT Sf£ 506 DN XtU SlNdlinSNOD ONTdSNIDNB yGWdl 030. " r RIIS REMODEL Soils Report 4/20/04 TO Carlos Lara FROM John 6 Beery Dear Carlos, Along with this transmittal is the Rns residencefLot *21°i) soils report for your use If you have any questions or comments please call 'Please contact me upon receipt so I can understand when you will be finished and let the owners know Best Regards, John 6 Beery V 4; *\o cc File Date Apr 20,2004 Scale NA Drawn bt| MA Job No RIIS REMODEL 221s) Corte Cicuta Carlsbad, CA °i200°i John S. BeervWArchitect A.I.A. P O Box 130684 Carlsbad, CA 92013-0684 1-760-438-2963 GEOCON 1NCOPPORATED GEOTECHNICAL CONSULTANTS Project No 05871-52-25 March 26, 2004 Steigerwald-Dougherty, tnc Post Office Box 884 Solana Beach, California 92075 Attention Subject References Mr David Steigerwald ARROYO LA COSTA UNIT 2, LOTS 261, 273, 279, AND 295 CARLSBAD, CALIFORNIA UPDATE GEOTECHNICAL REPORT 1 Foundation Recommendations, Anoyo La Costa Village G, Cailsbad Cahfoima, prepaied by Geocon Incorpoiated, dated Novembei 25, 1997 (Project No 05871- 12-08) 2 Repon of Testing and Observauon Service's Dunng Site G jading, Anoyo La Cosia Unil 2, Lots 128 through 465, Cailsbad, California, piepared by Geocon Incorporated, dated November 24, 1997 (Pioject No 05871-12-01) 3 Pi elimmary Sod and Geologic Investigation for La Costa Ranch Southwest Aiea Cailsbad, California, piepaied by Geocon Incorporated, dated Novembei 11, 1988 (PiqjectNo 04229-HO2) Gentlemen In accoidance with your authorization of our Proposal No LG-04129 dated March 22, 2004, we have piepaied this update geotechmcal repoit foi the subject lots We undeistand that second-stoiy additions will be constructed on existing single-family residences at Lots 261, 273 and 279 Furthermore, you have indicated that a smgle-stoiy foyei addition will be constiucted to the existing residence at Lot 295 The recommendations presented m the referenced reports aie still applicable to the additions at the subject lots Seismic design parameters and foundation recommendations are summarized herein SEISMIC DESIGN The site is located within Seismic Zone 4 according to UBC Figure 16-J The lots consist of compacted fill soils and formational Torrey Sandstone For seismic design, the site is characterized 6960 Flanders Drive B San Diego, California 92121 2974 H Telephone (858) 558-6900 m Fax (858) 558-6159 as soil types Sc and SD Table 1 summarizes site design criteria The values listed on Table 1 are for the Rose Canyon Fault, which is identified as a Type B fault The Rose Canyon Fault is located approximately six miles west of the site Table 2 presents a summary of soil profile type for each lot and the corresponding values from Table 1 should be used for seismic design TABLE 1 SEISMIC DESIGN PARAMETERS Parameter Seismic Zone Factor - Seismic Coefficient Ca Seismic Coefficient, Cv Near-Source Factor, Na Near Source Factor, Nv Seismic Source Soil Profile Type (UBC Table 16-J) Sc 040 040 058 10 10 B SD 040 044 067 1 0 1 0 B UBC Reference Table 16-1 Table 16-Q Table 16-R Table 16-S Table 16-T Table 16-U Based on a review of the as-graded conditions described in the refeienced final report of giading, as well as the seismic setting, the lots are assigned the seismic design parameters as indicated below on Table 2 TABLE 2 SUMMARY OF SOIL PROFILE TYPE Lot Numbers 261 and 279 273 and 295 UBC Classification SD Sc FOUNDATION RECOMMENDATIONS The following foundation recommendations are for one- or two-story residential structures and are separated into categories dependent on the thickness and geometry of the underlying fill soils as well as the Expansion Index of the prevailing subgrade soils of a particular building pad (or lot) The recommended minimum foundation and interior concrete slab design criteria for each category is presented on Table 3 Table 4 and 5 presents a Summary of the As-Graded Building Pad Conditions and a Summary of the Recommended Foundation Category for each lot, respectively Project No 05871-52-25 2-March 26,2004 TABLE 3 FOUNDATION RECOMMENDATIONS BY CATEGORY Foundation Category I II III Minimum Footing Depth (inches) 12 18 24 Continuous Footing Reinforcement Two No 4 bars, one top and one bottom Four No 4 bars, two top and two bottom Four No 5 bars, two top and two bottom Interior Slab Reinforcement 6 x 6 - 10/10 welded wire mesh at slab mid-point No 3 bars at 24 inches on center, both directions No 3 bars at 18 inches on center, both directions CATEGORY CRITERIA Category I Maximum fill thickness is less than 20 feet and Expansion Index is less than or equal to 50 Category II Category III Maximum fill thickness is less than 50 feet and Expansion Index is less than or equal to 90, or variation in fill thickness is between 10 feet and 20 feet Fill thickness exceeds 50 feet, variation in fill thickness exceeds 20 feet, or Expansion Index exceeds 90 but is less than or equal to 130 Notes 1 All footings should have a minimum width of 12 inches Footing depth measured from lowest adjacent subgrade All intenor concrete slabs should be at least 4 inches thick for Categories I and II and 5 inches thick for Category III All interior concrete slabs should be underlain by at least 4 inches (3 inches for a 5 inch slab) of clean sand or crushed rock All slabs expected to receive moistuie-sensitive floor coverings or used to store moisture-sensitive materials should be underlain by a vapor barrier covered with at least 2 inches of the clean sand recommended in No 4 above Foundations for Category 1, II or lU may be designed for an allowable soil bearing pressure of 2,000 pounds per square foot (psf) (dead plus live load) This bearing pressure may be increased by one-third for transient loads due to wind or seismic forces Consideration should be given to connecting patio slabs that exceed 5 feet in width to the building foundation to reduce ths potential for future separation to occur No special subgrade presatuiation is deemed necessary prior to placing concrete, however, the exposed foundation and slab subgrade soils should be sprinkled, as necessary, to maintain a moist condition as would be expected in any such concrete placement Project No 05871-52-25 -3-March 26, 2004 TABLE 5 SUMMARY OF EXPANSION INDEX AND RECOMMENDED FOUNDATION CATEGORY Lot Number 261 273 279 295 Expansion Index 7 12 5 18 Recommended Foundation Category II I n i Should you have any questions regarding this update letter, or if we may be of further service, please contact the undersigned at your convenience Very truly yours, GEOCON INCORPORATED loobler RCE 65574 SHH JH dmc (4/pickup) (I/fax) Addressee Lovelace Engineering Attention Mr Bob Schammel Hoobs 'CEG 1524 JOHN HOOBS NO 1524 CERTIFIED ENGINEERING GEOLOGIST 1231-04 Project No 05871-52-25 -5 March 26 2004 r- Zl 30S W «1i *s^! O) 5enmN O OoiCO HCD >>O 10-14-2004 .HP'ity of Carlsbad 'iVFaraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR04161 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title 2219 CORTE CICUTA CBAD PCR 2552625600 Lot # 0 $0 00 Construction Type VN RIIS RES-REV TO FRAMING DETAIL Status Applied Entered By Plan Approved Issued Inspect Area ISSUED 09/22/2004 RMA 10/14/2004 10/14/2004 Applicant JOHN BEERY ARCHITECT 760 438-2963 Owner RIIS TIMOTHY H&ELIZABETH C 2219 CORTE CICUTA CARLSBAD CA 92009 Plan Check Revision Fee Additional Fees $12000 $000 Total Fees $120 00 Total Payments To Date $0 00 Balance Due $12000 3245 10/14/04 0002 Oi 02 CGP 120-00 Inspector FINAL APPROVAL 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 fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions 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 fees/exactions 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 fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION i r CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 1 ,\:> PROJECT INFORMATION fi FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Validated By „ / Date i Address (include Bldg/Suite tt)Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total tt of units Assessor s Parcel tt ?<„!/.( -m t rii> \<=*+\ (If different from applicant) Existing Use1 /; Proposed Use Description of Work tt of Bathrooms Name Address City _EJ Contractor*1 • Q Agent fckContrsctor,, VQ Owner_ -. Q Agent for .Owner State/Zip Telephone It Name i* WPROPERmOWNER -Tllvl (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 3 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 ($5001) Name State License tt Address License Class City State/Zip City Business License # Telephone tt Designer Name Address City State/Zip Telephone State License # ;6;, .WORKERS COMPENSATION ... -••••- „,,„„ ,,_ \ , Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations f~| | 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 f~l | 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) Q 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 ($100 000) 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 fe«flss0yVNER:t&i^^ -... -~-_* ,-,,->*-: Vr r ; •* -5 -: - I hereby affirm that I am exempt from the Contractor s License Law for the following reason Q 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) Q 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) C] 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 t~l 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 'COMPLETE THIS SECTION f CM NON-RESIDENTIAL BUILDING PERMITS ...ONLY^,,^^,., ' «V._.~ a" -4.J3 «..,.!• ~v> '^L.^' ...- f > 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? f~l YES Q NO Is the facility to be constructed witnm 1 000 feet of the outer boundary of a school sue? 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 SiLQONSTRUCTiON LENDING AGENCY. .;;;.ii. ____ ^ii._l "', il _"j:.vtL " J::*L „. •- ^ 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 _d. «*••"•»- '4 ~- „<.-*--. --, *•- -„• > - -L - , - :, . ., , 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 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 106 4 4 Uniform Building Code) APPLICANT S SIGNATURE ( / ^£~- ------- ~ _ DATE ^ WHITE File YELLOW Applicant PINK Finance EsGil Corporation In Partnership ztntfi. government for "Building Safety DATE September 28, 2004 E3LAEPJJCANT JURISDICTION Carlsbad O^PtATsTREVIEWER Q FILE PLAN CHECK NO 04-2257 REV (PCR04161) SET I PROJECT ADDRESS 2219 Corte Cicuta PROJECT NAME Riis SFD Addition Structural Revisions 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 ) Fax # Mail Telephone Fax In Person REMARKS By Kurt Culver Enclosures Previously-approved Esgil Corporation plans D GA D MB D EJ D PC 9/23/04 trnsmtldot 9320 Chesapeake Drive Suite 208 * San Diego, California 92123 *• (858)560-1468 4 Fax (858) 560-1576