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Home My WebLink About1005 DAISY AVE; ; CB022730; Permit02-05-2003 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 CB022730 Building Inspection Request Line (760) 602-2725 1005 DAISY AVCBAD RESDNTL Sub Type 2144221200 '" Lot# $57,474 00 Construction Type Reference # 0 Structure Type 0 Bathrooms MASON RES 558 SF FAMILY ROOM ADDITION RAD 0 NEW Applicant MASON JAMES L&TEMPE A 1005 DAISY AVE CARLSBAD CA 92009 Status Applied Entered By Plan Approved Issued Inspect Area Ong PC# Plan Check* ISSUED 09/13/2002 SB 02/05/2003 02/05/2003 Owner MASON JAMES L&TEMPE A 1005 DAISY AVE CARLSBAD CA 92009 738J 02/05/03 0002 01 CGP 02 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 $384 86 Meter Size $0 00 Add'l Reel Water Con Fee $25016 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $5 75 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 Master Drainage Fee $0 00 Sewer Fee $0 00 Additional Fees TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $6200 $2000 $3050 $000 $000 $000 $000 $000 $753 27 Total Fees $753 27 Total Payments To Date S250 16 Balance Due $50311 Inspector FINAL APPROVAL 9/x?/> 1Date 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 CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO ^ 't I 2* 7 EST VAL Plan Ck Deposit Validated_By. Date Addres^ (include Bldg/Suite ft)Business Name (at this address) Legal Descnptioj Subdivision Name/Number nit No Phase No Total # of units Assessor s Parcel ft Existing Use Proposed Use Description of Wor JlE"cqMTAcj.reRS'c¥/\r&-f ~ SQ FT #of Stories Name Address sXj^PPLiciwiffiJ^n'Contractor Q Agent for'Gontractor Q Owner =16 City ,gent for Owner State/Zip Telephone tt Fax ft Name Vl^-pROPERTY' Address City State/Zip Telephone # ••'" <•:""?"* Name Address City State/Zip Telephone # .lf COMPANY NAME ., : (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Codel or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) Name State License # Address License Class City State/Zip City Business License # Telephone # Designer Name State License ft Address City State/Zip Telephone J WORKERS' COMPENSATION Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations 0 I nave 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 Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) [H 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 T" OWNERrBUILDERTbECLARAtlON "... J ... 3L1 ,„ . . ' . _. V-SK ' J73iili:,: - ''*" • "...,... ....,../...• 1 hereby affirm that I am exempt from the Contractor's License Law for the following reason l~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) E^**lTas 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) [~l 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 O YES I~|NO 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 worjw-faut number / contractors license number) /^ ^ 5 I will provide some of the work/but I hav of work) I X.^ j x>»PROPERTY OWNER SIGNATURE ^~~/ 'COMPLETE THIS SECf\bNW^NQN-RESU)Eljf I have hired the following person : contracted (hired) the fallowing tfflMA/\-^^\w/t' TIAL BUILDING PERMITS ONLY to coordinate, supervise and provide the major work (include name / address / phone persons to provide the work indicated (include name / address / phone number / type t&ffL-i DATE ~l - T -C > L ..,'•'.;.; ..'"^'"Stv ."•;• :" " "•: '.''' ">,::..: .'•'"" ""'3C-., & , "... : iiJT". 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? O YES O 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~1 YES l~l NO Is the facility to be constructed within 1 ,000 feet of the outer boundary of a school site? Q] 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 8" I.rCMSTRUCTiON"LpiblNG AGENCY " . ^;;';;; ' " J^;-""-" " ^ ;':,,.. — ::% I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code) LENDER'S NAME _ LENDER'S ADDRESS _ ;9..j-.i APPLICANT CERTIFICATION rtfcC: - ' ' '" - • • • .-.- ^ ,:. ,,.• • „ ,^ ^^ I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5 0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued__by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned ofy Sundays (Section 106 4 4 Uniform Building Code) authorized by such permit is not at any time after the work is com APPLICANT S SIGNATURE DATE WHITE File YELLOW Applicant PINK Finance City of Carlsbad Bldg Inspection Request For 09/29/2003 Permit* CB022730 Title MASON RES 558 SF FAMILY ROOM Description ADDITION Type RESDNTL Sub Type RAD Job Address 1005 DAISY AV Suite Lot 0 Location APPLICANT MASON JAMES L&TEMPE A Owner MASON JAMES L&TEMPE A Remarks Inspector Assignment PY Phone 7605837882 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs/CVs Requested By DAVE Entered By CHRISTINE Comment Date 07/02/2003 06/10/2003 06/09/2003 05/21/2003 05/16/2003 05/14/2003 04/24/2003 04/24/2003 04/24/2003 04/10/2003 04/10/2003 04/04/2003 04/04/2003 02/25/2003 02/25/2003 02/25/2003 Inspection History Description 27 Shower Pan/Roman Tubs 1 8 Exterior Lath/Drywall 1 8 Exterior Lath/Drywall 16 Insulation 84 Rough Combo 44 Rough/Ducts/Dampers 13 Shear Panels/HD's 19 Final Structural 49 Final Mechanical 13 Shear Panels/HD's 15 Roof/Reroof 22 Sewer/Water Service 24 Rough/Topout 1 1 Ftg/Foundation/Piers 12 Steel/Bond Beam 21 Underground/Under Floor Act AP AP AP AP AP AP AP we we CO AP AP AP AP we AP Insp Comments JE 1127-B6 PY PY PY PY PY FIREPLACE CHIMNEY JM VERIFY INTERIOR SHEAR 2ND FLR FIREPLACE JM JM PY SEE NOTICE ATTACHED PY PY PY PY PY PY City of Carlsbad Bldg Inspection Request For 04/24/2003 Permit* CB022730 Title MASON RES 558 SF FAMILY ROOM Description ADDITION Inspector Assignment PY Type RESDNTL Sub Type RAD Job Address 1005 DAISY AV Suite Lot 0 Location APPLICANT MASON JAMES L&TEMPE A Owner MASON JAMES L&TEMPE A Remarks AM PLEASE Phone 7605837882 — t-*. Inspector v. — ) |/v\ Total Time CD Description 19 Final Structural 49 Final Mechanical r> Requested By DAVE Entered By CHRISTINE Act Comment LUU Itf^jQi Associated PCRs/CVs Inspection History Date Description Act 04/10/2003 13 Shear Panels/HD's CO 04/10/2003 15 Roof/Reroof AP 04/04/2003 22 Sewer/Water Service AP 04/04/2003 24 Rough/Topout AP 02/25/2003 11 Ftg/Foundation/Piers AP 02/25/2003 12 Steel/Bond Beam WC 02/25/2003 21 Underground/Under Floor AP PY 02/25/2003 22 Sewer/Water Service WC PY 02/25/2003 22 Sewer/Water Service WC PY Insp Comments PY SEE NOTICE ATTACHED PY PY PY PY PY NEED CONNECTION FROM HOUSE CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE LOCATION PERMIT NO (760) 602-2700 1635 FARADAY AVENUE TIME „ FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? L.J YES FOR FURTHER INFORMATION, CONTACT <O/J/L ^Tfrfr BUILDING INSPECTOR PHONE CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For 04/10/2003 Permit# CB022730 Title MASON RES 558 SF FAMILY ROOM Description ADDITION Inspector Assignment PY Type RESDNTL Sub Type RAD Job Address 1005 DAISY AV Suite Lot 0 Location APPLICANT MASON JAMES L&TEMPE A Owner MASON JAMES L&TEMPE A Remarks AM PLEASE Phone 7605837882 Inspector Total Time CD Description 13 Shear Panels/HD's 15 Roof/Reroof Requested By DAVE Entered By ROBIN Act Comment Associated PCRs/CVs Inspection History Date Description 04/04/2003 22 Sewer/Water Service 04/04/2003 24 Rough/Topout 02/25/2003 11 Rg/Foundation/Piers 02/25/2003 12 Steel/Bond Beam 02/25/2003 21 Underground/Under Floor 02/25/2003 22 Sewer/Water Service 02/25/2003 22 Sewer/Water Service Act Insp Comments AP PY AP PY AP PY WC PY AP PY WC PY NEED CONNECTION FROM HOUSE WC PY CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE (760) 602-2700 1635 FARADAY AVENUE LOCATION loo PERMIT NO TIME. IS*- FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE1? FOR FURTb^BR INfiSRMATIQN, CONTACT YES BUILDING INSPECTOR CODE ENFORCEMENT OFFICER Carl Schmidt Inspection Services, Inc. P.O. Box 178403 San Diego, CA 92177-8403 (619)855-9252 SPECIAL INSPECTION REPORT S0^\ r[da / Y~ / 6 ^Project: Address: City:</ Permit Number: Plan File Number: TYPE OF OBSERVATIONS: Reinforcing Steel Reinforced Concrete Structural Masonry Field Welding EpoxyV Prestressed Concrete Shop Welding Bolting Fireproofmg _ Number of Samples Type Matenals/DesignMix/Psi Date JI C /* REPORT "Mb -2-4 c/j* T-^ c/ WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED TIME IN TIME OUT Inspector (Print)Certification # Inspector's Signature General Contractor Address City Phone Authorized Job Site Contact Signature EsGil Corporation In Partnership witfi. government for Sm&finff Safety DATE October 24, 2O02 JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO O2-2730 SET II PROJECT ADDRESS 1005 Daisy Avenue PROJECT NAME Mason 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 [ j 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 I | 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 H REMARKS Ok to issue with the City placing their "soils notice" stamp on the plans By Bryan Zuppiger Enclosures Esgil Corporation D GA D MB D EJ D PC 10/17/02 tmsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 isGil Corporation In Partnership with government for 'BuMing Safety DATE September 25, 2002 a APHLJCANT JURISDICTION Carlsbad Q-pCAisi REVIEWER a FILE PLAN CHECK NO 02-2730 SET I PROJECT ADDRESS 1005 Daisy Avenue PROJECT NAME Mason 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 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 H The applicant's copy of the check list has been sent to James Chmn 2120 Jimmy Durante Boulevard Suite 117 Del Mar CA 92014 I | Esgil Corporation staff did not advise the applicant that the plan check has been completed H Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted James Chmn Telephone # 858 755 5863 Date contacted 9/2S/G2 (byf^x:) Fax # Mail ^""telephone Fav In Person REMARKS By Bryan Zuppiger Enclosures Esgil Corporation D GA D MB D EJ D PC 9/16/02 trnsmtldot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 4 (858)560-1468 A Fax (858) 560-1576 Carlsbad O2-2730 September 25, 2OO2 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO 02-2730 JURISDICTION Carlsbad PROJECT ADDRESS 1005 Daisy Avenue FLOOR AREA See Below STORIES 2 Addition 558' Deck 118' HEIGHT 21'-8" at west elev page 4 REMARKS DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION ESGIL CORPORATION 9/16/02 DATE INITIAL PLAN REVIEW PLAN REVIEWER Bryan Zuppiger COMPLETED September 25, 20O2 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments Clearance from those departments may be required prior to the issuance of a building permit Present California law mandates that residential construction comply with the 1998 edition of the California Building Code (Title 24), which adopts the following model codes 1997 UBC, 1997 UPC, 1997 UMC and 1996 NEC (all effective 7/1/99) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e.. plan sheet number, specification section, etc. Be sure to enclose the marked UP list when you submit the revised plans. Carlsbad O2-2730 September 25, 2002 . PLANS 1 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 2 The person responsible for their preparation must sign all final sheets of plans (California Business and Professions Code) 3 Final plans, specifications and calculations for designs deviating from conventional wood frame construction shall be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation Specify expiration date of license (California Business and Professions Code) 4 Specify on the Title Sheet of the plans the gross floor area of each element of this project, including dwelling remodel Section 106 3 3 5 Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 1998 edition of the California Building Code (Title 24), which adopts the 1997 UBC, UMC and UPC and the 1996 NEC 6 On the cover sheet of the plans, specify any items that will have a deferred submittal (trusses, etc ) Additionally, provide the following note on the plans, per Sec 106 3 4 2 "Submittal documents for deferred submittal items shall be submitted to the architect or engineer of record, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official" Carlsbad 02-2730 September 25, 2002 7 When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit Please review Section 106 3 5 Please complete the attached form • EXITS, STAIRWAYS, AND RAILINGS 8 Provide stairway and landing details Sections 1003 3 3 a) Maximum rise is 7" and minimum run is 11" When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum b) Minimum headroom is 6'-8" c) Minimum width is 36" . ROOFING 9 Specify roof material and application for the crickets Chapter 15 10 Specify minimum % inch per foot roof slope for drainage or design to support accumulated water at the crickets Section 1506 1 11 Show the required ventilation for attics (or enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters) The minimum vent area is 1/150 of attic area (or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents) Show area required and area provided Section 1505 3 12 Where eave vents are installed, insulation shall not block the free flow of air A minimum of 1" of air space shall be provided between the insulation and the roof sheathing To accommodate the thickness of insulation plus the required 1" clearance, member sizes may have to be increased for rafter-ceiling joists Section 15053 13 Note on the plans "Attic ventilation openings shall be covered with corrosion-resistant metal mesh with mesh openings of 1/4-inch in dimension " Section 15053 • FOUNDATION REQUIREMENTS 14 Provide an analysis of the existing foundation for the new loads imposed • FRAMING 15 Per UBC Section 2321 4, provide the following note on the plans if trusses are used "Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto the following information located within 2 feet of the center of the span on the face of the bottom chord a) Identity of the company manufacturing the truss b) The design load c) The spacing of the trusses " Carlsbad O2-2730 September 25, 2002 16 Provide an analysis of the existing trusses to be altered and attachment details of same 17 The structural consultant shall review and approve the truss design through manual signature 18 Provide calculations for mam horizontal framing members Section 106 3 3 19 Specify nail size and spacing for all shear walls, floor and roof diaphragms Indicate required blocking Sections 2315 and 2513 Specify plywood and/or particle board thickness, grade and panel span rating Table 23-II-E-1 20 Show deck joist connection to the exterior all • MECHANICAL (UNIFORM MECHANICAL CODE) 21 Please provide the chimney extension detail • ELECTRICAL (NATIONAL ELECTRICAL CODE) 22 Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels If service is over 200 amps, submit single line diagram, panel schedule and load calculations 23 Note on the plans that bathroom receptacle outlets shall be supplied by a minimum of one 20-ampere branch circuit Such circuits shall have no other outlets This circuit may serve more than one bathroom NEC Art 210-52(d) 24 Show on the plan that all 125-volt, single-phase, 15- and 20- ampere receptacles installed at all kitchen counters comply with the ground-fault circuit-interrupter protection specified in NEC Art 210-8 • ENERGY CONSERVATION 25 Note on the plans "The manufactured windows shall have a label attached certified by the National Fenestration Rating Council (NFRC) and showing compliance with the energy calculations " To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Bryan Zuppiger at Esgil Corporation Thank you Carlsbad O2-2730 September 25, 2002 City of Carlsbad Building Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No 02-2730 Job Address or Legal Description 1005 Daisy Avenue Owner H/^o^ Address You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect The Special Inspector is not authorized to accept alternate matenals, structural changes, or any requests for plan changes The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet (over) Carlsbad O2-273O September 25, 2002 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION PLAN CHECK NUMBER. Q2--273--3 OWNER'S NAME" I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special by Uniform Building Code (UBC) Section 1701 1 for the construction project located at the site listed Qpqpe UBC Section 106 3 5 Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106 3 5 for the construction project located at the site listed above 's/Architact s Seal Here Signed 1 List of work requiring special inspection* CH Soils Compliance Prior to Foundation Inspection n Structural Concrete Over 2500 PSI n Prestressed Concrete C] Structural Masonry [U Designer Specified d Field Welding High Strength Bolting Expansion/Epoxy Anchors Sprayed-On Fireproofmg O Other _ 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above A B. C. 3. Duties of the special inspectors for the work listed above* A B C. Special inspectors shall check in with the City and present their credentials for approval priorto beginning work on the job site Carlsbad O2-273O September 25, 20O2 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO 02-2730 PREPARED BY Bryan Zuppiger DATE September 25, 2002 BUILDING ADDRESS 1005 Daisy Avenue BUILDING OCCUPANCY R3/U TYPE OF CONSTRUCTION VN BUILDING PORTION addition deck Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 558 118 cb Valuation Multiplier City Estimate By Ordinance Reg Mod VALUE ($) 57,474 57,474 1994 UBC Building Permit Fee 1994 UBC Plan Check Fee Type of Review I I Repetitive Fee Repeats Complete Review D Other i—i Hourly Structural Only Hour Esgil Plan Review Fee $375 86 $244 31 $21048 Comments Sheet of macvalue doc BUILDING PLANCHECK CHECKLIST DATE PLANCHECK NO Q PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER EST VALUE 5' 7, 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 submittal, 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 A Right-of-Way permit is required prior to construction of the following improvements 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 FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT Date Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet ENGINEERING DEPT CONTACT PERSON Name JOANNE JUCHNIEWICZ City of Carlsbad Address 1635 Faraday Avenue, Carlsbad, CA 92008 Phone (760) 602-2775 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract A-4 H \WORD\OOCS\CHKLST\Building Plancheck Cklst Fonn (Genetic) doc Rev 7/14/00 BUILDING PLANCHECK CHECKLIST SITE PLAN 1ST ^/^ND gRD D n 1 Provide a fully dimensioned site plan drawn to scale Show A North Arrow F Right-of-Way Width & Adjacent Streets B Existing & Proposed Structures G Driveway widths C Existing Street Improvements H Existing or proposed sewer lateral D Property Lines I Existing or proposed water service E Easements J Existing or proposed irrigation service D EH 2 Show on site plan A Drainage Patterns 1 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course 2 ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building " B Existing & Proposed Slopes and Topography C Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception D Sewer and water laterals should not be located within proposed driveways, per standards 3 Include on title sheet A Site address B Assessor's Parcel Number C Legal Description For commercial/industrial buildings and tenant improvement projects, include total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc) previously approved EXISTING PERMIT NUMBER DESCRIPTION H \WORD\DOCS\CHKLSTBulldinQ Plancheck Cklst Fomi (Generic) doc BUILDING PLANCHECK CHECKLIST 3rd DISCRETIONARY APPROVAL COMPLIANCE n 4a Project does not comply with the following Engineering Conditions of approval for Project No D D D 4b A" conditions are in compliance Date DEDICATION REQUIREMENTS 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 1/z" 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 A" 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 H \WORO\DOCS\CHKLST\Buildino Rancheck Cklsl Forni (RIDDLE HARVEY 7 12-00) doc .. ST 2ND 3RD 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 EH HD 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 Future Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit i Future public improvements required as follows EH C] CH 6c Enclosed please find your Future Improvement Agreement Please return agreement signed and notarized to the Engineering Department Future Improvement Agreement completed by Date G 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adjacent 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 fj fj 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) EH D 7D 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 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) H \WOHD\OOCS\CHKLSr\BuilcIing Plancheck CMst Form (Genetic 7 14-00) doc BUILDING PLANCHECK CHECKLIST RD 7d No Grading Permit required 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS 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 drain, sewer and water utilities Right-of-Way permit required for 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 Camino 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 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 11 Q^Required fees are attached No fees required WATER METER REVIEW 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 H \WORDVDOCS\CHKLST\BuiUing Plancheck Cklst Form (Generic) doc 1ST •>ND 3RD D 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 211, 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 STA 1+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 H \WORD\DOCS\CHKLST\BuiUing Plancheck CWst Form (Generic) doc BUILDING PLANCHECK CHECKLIST I ST 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future n G 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 D D D 13 Additional Comments: H \WORD\DOCS\CHKLST\BulMing Planctnx* Cklst Form (Generic) doc 00 . inn n PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB Address Planner Chris Sexton APN olH Phone (760) 602-4024 <r1-Type of Project & Use S> • T -» Zoning K ~ I General Plan r\L_fV\ Facilities Management Zone Net Project Density DU/AC CFD (in/out) #_Date of participation Remaining net dev acres Circle One (For non-residential development Type of land used created by this permit ) Legend IXI Item Complete I I Item Incomplete - Needs your action Environmental Review Required YES NO TYPE DATE OF COMPLETION Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval , Discretionary Action Required APPROVAL/RESO NO PROJECT NO YES NO TYPE DATE OTHER RELATED CASES Compliance with conditions or approval7 If not, state conditions which require action Conditions of Approval Coastal Zone Assessment/Compliance Project site located in Coastal Zone7 YES CA Coastal Commission Authority7 YES N0_ NO If California Coastal Commission Authority Contact them at - 7b75 Metropolitan Drive, Suite 103, San Diego CA 92108-4402,1619)767-2370 Determine status (Coastal Permit Required or Exempt) Coastal Permit Determination Form already completed7 YES If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log # NO 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, 1993 ) Data Entry Completed7 YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE') H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 n Site Plan 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 n n n n D D/D D E'D D Policy 44 - Neighborhood Architectural Design Guidelines 1 Applicability YES_ NO X- 2 Project complies YES NO Zoning 1 Setbacks Front Required Interior Side Required Street Side Required Rear Required Top of slope Required 2 Accessory structure setbacks Front Required Interior Side Required Street Side Required Rear Required Structure separation Required 3 Lot Coverage Required 2fi ' Shown ZO' j|3 ( Shown 7 ' *5 ' Shown 'o ID' Shown 3O' Shown ^^S>r6wn ^* Shown y^ s/' Shown / _ ' Shown / Shown / < -VO */b Shown X 10 % 4 Height RequiredCjC) it Shown Spaces Required ,~X_Shown ^?5 Parking (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown CD d EH Additional Comments, OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTERv_CHbAiV H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 SCHROEDER CONSULTANTS STRUCTURAL ENGINEERS 125 W MISSION. STE 211 ESCONDIOQ CA 92026 JOB- SHEET NO CALCULATED BY. CHECKED BY OF DATE. DATE. ....] • "t i r~ tm • i i r "' " 'i-j i - • (f" j "~ ^ 4 — j. . r.. 1 ! 1^-[ i :^^ i :; i i ! •f"I " .. ..t .. i. . _.l i i" i i : "1" ..j.. j .. , ... r ! 1 1! ! i wf--/ /o-tf- \ C />^u^ o *, / ^ S- 5- o-z. 14-" c MS-I - I V « 2. - f-- s.f. (*.-!*) (b u IS1 - x ft H , - S j(« ^cA LV- i ' 5^40 - ^ 3 U ^ A ~ : 3I/VVI4-" « MS-t 4 \grjo ' 2. Sc. C«31 V = Z. \p sr - 2- f -" - ;io c ). - 5 u («?.-»*) tl s' C£x.o*} U I' n, o\^' it I?,p\ A - DODD AND ASSOCIATES CONSULTING ENGINEERS BEAM LENGTH: MOMENT- - LENGTH: UJ= MOMENT .55 Project .KEQotra.A. Dote_ Sheet ft of \T\4 POINT LOAD= A = USE POINT LOAD= SEAM. LENGTH: ULU MOMENT U6E r POINT LOAD USE PRELIMINARY SOILS INVESTIGATION Mason Soils Classification 1DD5 Daisy Awe. Job# 02S-857 June 24, 2002 GEORGE A KROPOTOF h SOILS TESTING 3208 CAROLYN CIRCLE, OCEANSIDE, CALIFORNIA 92054 V- SOILS TESTING 3208 Carolyn Circle • Oceanside • California 92054 (760) 435-9534 Job# 02S-857 June 24, 2002 Mr Jim Mason 1005 Daisy Ave Carlsbad, Ca 92009 RE Limited Soils Investigation for Proposed Construction 1005 Daisy Ave , Carlsbad, Ca 92009 (A P N 214-422-12) Dear Mr Mason In accordance with your authorization, on 6/8/02 an agent of our firm performed a limited soils investigation of the subject property We are pleased to submit herewith the report of that investigation This report presents our findings from the investigation and our conclusions and recommendations, based upon those findings Location 1005 Daisy Ave , Carlsbad, Ca 92107 (A P N 214-422-12) Investigation The investigation was conducted to classify soils at the base of and document dimensions of the existing foundation Bulk samples were removed from the site and analyzed for Grain Size Distribution and Expansion Index Conclusions and Recommendations Soils of Type SC were found at foundation level by sieve analysis with a safe bearing capacity of 1500 PSF per UBC Table ISA and an Expansion Index of 3 6 (Very Low Potential Expansion) It is our opinion the site is suitable for the proposed construction provided these recommendations are implemented Geotechnical Engineering Due to the high density of formational sandstone on site and the relatively deep groundwater in the area, it is our opinion this site has a very low potential for seismically induced soil liquefaction With regards to the near-source factor in Seismic Zone 4, the Rose Canyon fault, approximately 7 kilometers Southwest of the site, appears to present the greatest seismic risk to the subject site The following table contains site specific seismic design catena for the calculation of seismic base shear The design criteria was obtained from the Uniform Building Code (1997 edition) A coefficient of friction of 4 0 times the dead load may be used between the bearing soils and concrete foundations, walls, or floor slabs Parameter Seismic Zone Factor. Z Soil Profile Type Seismic Coefficient. Ca Seismic Coefficient. Cv Near-Source Factor. Na Near-Source Factor. Nv Seismic Source Type Value 040 sc 040Na 056Nv 1 0 1 12 B Reference Table 16-1 Table 16-J Table 16-O Table 16-R Table 16-S Table 16-T Table 16-U This report is for the samples tested only and there are no guarantees either stated or implied relative to the stability of the site Should you have any questions regarding this matter please feel free to contact our office Sincerely, George A Kropotoff, RCE233* Project Engineer GKkw Encl cc (1) Client, (1) File, (5) James Chmn, Architect P S Site conditions may vary with time, hence this report is valid for one year only Geotechnical Engineering FOUNDATION AND SLAB RECOMMENDATIONS FOR EXPANSIVE SOILS Expansion Index - 0-20 - Very Low Expansion 1 Story Footings 2 Story Footings 3 Story Footings Garage Door Grade Beam Occupied Area Floor Slabs Unoccupied Area Floor Slabs Pre-soaking of Sub-Slab Soils All footings 12 inches deep. 12 inches wide minimum. Width per bearing capacity calculations. Footings continuous. 1 no. 4 bar top and bottom. All footings 18 inches deep. 15 inches wide minimum. Width per bearing capacity calculations. Footings continuous. 1 no. 4 bar top and bottom All footings 24 inches deep. 18 inches wide minimum. Width per bearing capacity calculations. Footings continuous. 1 no. 4 bar top and bottom. Top and Bottom Not required 4 inches thick with 6x6-10/10 mesh for expansion forces. No base required. 6 mil. visqueen Moisture barrier plus 1 inch sand. 4 inches thick with 6x6-10/10 mesh for expansion forces. No base required. No moisture barrier required. Not required. Moisten prior to pouring concrete. NOTES: 1) All depths are relative to slab subgrade. 2) All footings should be continuous. Slab subgrade Depth of exterior ftg Depth of exterior ftg M 'otnNl Concrete slab with Welded wire fabric Sand layer Visqueen Gravel or sand base if required Depth of presoaked soil Depth of interior ftg I Footing and stem wall reinforcing per structural design i— Floor diaphragm ,- Joists Clearance Depth of presoaked soil Depth of interior ftg I Footing and stem wall reinforcing per structural design ALTERNATIVE Foundation embedment and slab on grade SOILS TESTING 3208 Carolyn Circle - Oceanside, Ca 92054 - (760) 435-9534 Job No 02S-857 Dote 6/24/02 t Q_UJ Q Z O ±. CO o o CO Q_X OUJmon Q co O oz CO LU o C3 Q- fc-S I oo TFST PIT No. T.P.-1 DESCRIPTION SC .4 1/2" Gravel covering Damp, Mottled Lt. Gray and Beige, Slightly Clayey Fine to Med Sand 5- Slightly Moist, Lt Gray, Very Slightly Clayey Fine to Med Sand End of Excavation-No Changes 10- GROUND ELEVATION: Exist Grade METHOD OF EXCAVATION: Hand-Excavated tz ^tLU 5- 10- o\— iZ. COin o CO 1XLU LU g°LU f2 ^ Q(^ UJ ^\ r\ tf} i— LU1— QL ^ zu. LU OQ D_ Q O o oo TFST PIT No. DESCRIPTION in GROUND ELEVATION-METHOD OF EXCAVATION- DATE OBSERVED 6/8/02 LOGGED BY:«BW LOCATION: 1 005 Daisy Ave. TEST PIT LOG SOILS TEST 3208 Carolyn Circle - Oceanside, Ca. 92054 - (760) 435-9534 Job No. 02S-857 rjate 6/24/02 o £ I LU I LU O LjJ 1 0 \ O C3 CM 1 S en ^ S-NJ(75 oCM ^ // / f J / J f .^ }' f X X /^ X ^ ^ ^ j ^ P 0 -§ 10 0 OOOOOoOOOo ZSOILS12 " PERCENT PASSING CLASSIFICATIONo o1— Q_ 13 Q OZJ T SYMBOL!t ia =«= o 0CO » ' • ^ a-' V- GRAIN SIZE DISTRIBUTION SO 3208 Carolyn Circle LS TEST Oceanside, Ca. 92( N 354 G\ (760) 435 r3534 Job No 02S-857 Date 6/24/02 , '--- , ••"- •— Yf~ -•--•• - -'/ V . t i -7CX '-»?• i ! i ! i i ITJF ,' f 1 ,J 1 *g!$^ 1 v-,.^J.,._,., n»! 1"rW| _ 1 '"^]'-l ! • 1 »-^r 1 / 1 1 IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL ENGINEERING REPORT More construction problems are caused by site subsur- face conditions than any other factor As troublesome as subsurface problems can be their frequency and extent have been lessened considerably in recent years due in large measure to programs and publications of ASFE/ The Association of Engineering Firms Practicing in the Geosciences The following suggestions and observations are offered to help you reduce the geotechnical-reiated delays cost-overruns and other costly headaches that can occur during a construction protect A GEOTECHNICAL ENGINEERING REPORT IS BASED ON A UNIQUE SET OF PROJECT-SPECIFIC FACTORS A geotechmcal engineering report is based on a subsur- face exploration plan designed to incorporate a unique set of proiect-specific factors These typically include the general nature of the structure involved its size and configuration the location of tne structure on the site and its orientation physical concomitants such as access roads parking lots and underground utilities and the level of additional risk which the diem assumed by virtue of limitations imposed upon the exploratory program To help avoid costlv problems consult the geotechmcal engineer to determine how any factors whicn change subsequent to the date of the report mav affect its recommendations Unless your consulting geotechmcal engineer indicates otherwise wour geotechmcai engineering report should not be used • When the nature of the proposed structure is changed for example if an office building will be erected instead of a parking garage or if a refriger- ated warehouse will be built instead of an unre- fngerated one • when the size or configuration of the proposed structure is altered • when the location or orientation of the proposed structure is modified • when there is a change of ownership or • for application to an adiacent site Geotechmcai engineers cannot accept responsibility for problems which may develop if they are not consulted after factors i.onsid- ered in their reports development have chanaed MOST GEOTECHNICAL "FINDINGS" ARE PROFESSIONAL ESTIMATES Site exploration identifies actual subsurface conditions only at those points where samples are taken when they are taken Data derived through sampling and sub- sequent laboratory testing are extrapolated by geo- techmcal engineers who then render an opinion about overall subsurface conditions their likely reaction to proposed construction activity and appropriate founda- tion design Even under optimal circumstances actual conditions may differ from those inferred to exist because no geotechmcal engineer no matter how qualified and no subsurface exploration program no matter how comprehensive can reveal what is hidden by earth rock and time The actual interface between mate- rials may be far more gradual or abrupt than a report indicates Actual conditions in areas not sampled may differ from predictions Nothing can be done to prevent the unanticipated but steps can be taken to help minimize their impact For this reason most experienced owners retain their geotechmcal consultants through the construction stage to iden- tifv variances conduct additional tests which may be needed and to recommend solutions to problems encountered on site SUBSURFACE CONDITIONS CAN CHANGE Subsurface conditions mav be modified bv constantly- changing natural forces Because a geotechmcal engi- neering report is based on conditions which existed at the time of subsurface exploration construction decisions should not be based on a geotechmcai engineering report whose adequacy mau have been affected bu lime Speak with the geo- techmcal consultant to learn if additional tests are advisable before construction starts Construction operations at or adiacent to the site and natural events such as floods earthquakes or ground- water fluctuations may also affect suosurface conditions and thus the continuing adequacy of a geotechmcal report The geotechmcal engineer should be kept apprised of anv such events and should be consulted to determine if additional tests are necessarv GEOTECHNICAL SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES AND PERSONS Geotechmcal engineers reports are prepared to meet the specific needs of specific individuals A report pre- pared for a consulting civil engineer may not be ade- quate for a construction contractor or even some other consulting civil engineer Unless indicated otherwise this report was prepared expressly for the client involved and expressly for purposes indicated by the client Use by anv other persons for any purpose or by the client for a different purpose may result in problems No indi- vidual other than the client should apply this report for its intended purpose without first conferring with the geotechmcal engineer No person should apply this report for any purpose other than that originally LOntemplated without first conferring with the geotechmcal engineer A GEOTECHNICAL ENGINEERING REPORT IS SUBJECT TO MISINTERPRETATION Costly problems can occur when other design profes- sionals develop their plans based on misinterpretations of a geotechnical engineering report To help avoid these problems the geotechnical engineer should be retained to work with other appropriate design profes- sionals to explain relevant geotechnical findings and to review the adequacy of their plans and specifications relative to geotechnical issues BORING LOGS SHOULD NOT BE SEPARATED FROM THE ENGINEERING REPORT Final boring logs are developed by geotechnical engi- neers based upon their interpretation of field logs (assembled bv site personnel) and laboratory evaluation of field samples Only final boring logs customarily are included in geotecnmcal engineering reports These logs should not under any circumstances be redrawn for inclusion in architectural or other design drawings because drafters may commit errors or omissions in the transfer process Although photographic reproduction eliminates this problem it does nothing to minimize the possibility of contractors misinterpreting the logs during bid prepara- tion When this occurs delavs disputes and unantici- pated costs are the all-too-frequent result To minimize the likelihood of boring log misinterpreta- tion awe contractors ready access to the complete geotechnical engineering report prepared or authorized for their use Those who do not provide such access may proceed un- der the mistaken impression that simply disclaiming re- sponsibility for the accuracy of subsurface information always insulates them from attendant liability Providing the best available information to contractors helps pre- vent costly construction problems and the adversarial attitudes which aggravate them to disproportionate scale READ RESPONSIBILITY CLAUSES CLOSELY Because geotechnical engineering is based extensively on ludgment and opinion it is far less exact than other design disciplines This situation has resulted in wholly unwarranted daims being lodged against geotechnical consultants To help prevent this problem geotechnical engineers have developed model clauses for use in writ- ten transmittals These are not exculpatory dauses - designed to foist geotechnical engineers iiabdities onto someone else Rather they are definitive dauses which identify where geotechnical engineers responsibilities begin and end Their use helps all parties involved rec- ognize their individual responsibilities and take appro- priate action Some of these definitive dauses are likely to appear in your geotechnical engineering report and you are encouraged to read them dosely Your geo- technical engineer will be pleased to give full and frank answers to your questions OTHER STEPS YOU CAN TAKE TO REDUCE RISK Your consulting geotechnical engineer will be pleased to discuss other techniques which can be employed to mit- igate risk In addition ASFE has developed a vanetv of materials which may be beneficial Contact ASFE for a complimentary copy of its publications directory Published by THE ASSOCIATION OF ENGINEERING FIRMS PRACTICING IN THE GEOSCIENCES 8811 Colesville Road/Suite G 106/Silver Spring. Maryland 20910/(301) 565-2733 07M/7M .CERTIFICATE OF COMPLIANCE: RESIDENTIAL (page i of 3)CF-1R Project Title Project Address Docurnsntation-*A Compliance Method (Package or Computer) u Telephone Climate Zone Pate Buildmg Permit # Plan Check / Date Field Check/Date Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area Average Ceiling Height:: 6ft Conditioned Slab Floor Area X Smgle Family Multi-Family / South / East / West / All Orientations (input front orientation m degrees from True North and circle one) Building Type (check one or more) Front Orientation. _ Number of Stones *" Number of Dwelling Units Floor Construction Type.Slab/Raised Floo} (ctrcfc one or both) RADIANT BARRTFR (requited in climate zones 2.4. 8-15) BUILDING ENVELOPE INSULATION X Addition Existing-Plus- Addition Required for this submittal yes Component Type Wall WaU Roof Roof Floor Floor Slab Edge Frame Type wd = wood stl = steel IAO \fi> , Cavity Insulation R-Vahie p. -13 (I -3<^ Sh<^thirg Insulation R-Value Total R- Value1 Assembly U-Factor1 Location/Comments (attic, garage, typical, etc.) £X"n£fc-l«* lAjerU^S FW<- For prescnptive compliance. Total R-Value and Assembly U-Factor are not required for a wood-framed wall that meets cavitvR-value insulation requirements for the Prescriptive Package. FENESTRATIQN Shadin FenestraUon #/Typc/Pos Front Front Left Left Rear Rear Right Right Skylight Skylight Orien- tation M & <> i^ Area (ft2) 0 <s ^4- 1-2. 4 FenestraUon U-Factor .+> .+> .& Fenestration SHGC .is- .«>s- .^s Extcnor Shading Art g Devices Overhangs/ Fins Ye.*> res Kfl January 5, 2001 01/21/2003 88 5: ; '8587558186 3587558186 DESIGN BUILD PARTNER PAGE. 01/02 City of Carlsbad — —~^-^———- .... ff — — — BB^^M^H*^*^^H^|^^M^MMiMy^^lllllM^BI^HBll^BIBM^MtllHMBIIMMlliBuilding! Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This foin-: must be completed by the City, the epphcant, and the appropriate school districts and returned to the City prior to Issuing a building permit The City will not issue any building permit without a completed school fee form Projeol Name Building Permit Plan Check Number. Projecl Address' A,P N Projecl Applicant (Owner Nam«(s)f Project Description1 L C .cS BUILQINSJYPE. Residential Number of New Dwelling Units Square Feel, of Living Area in New Dwelling Second Dwelling Unit- Square Feet, of Living Area in SOU Residential Additions Net Square Feet New Area y. Comrnei cial/lndu&tnal City Cehificatlon of applicant'?! information Square Feet FAoor Area H-Pate- lo\ SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD Carlsbad Unified School DistricK. 801 Pine Ave >, i )Carlsbad CA 92009 (729-9291 ^S San Marcos Unified School District 215MataWay San Marcos, CA 92069 (290-2649) Enclnita* Union School District' 101 South Rancho Santa Fe Rd Encmiias. CA 92024 (944-4300) San Dieguito Union High School District 710 Encinitas Blvd Encmitas, CA 92024 (753-6491) ' Certification of Applicant/Owners The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the Information piovided above Is correct arid true to the best of the Owner's knowledge, and that the Owner will fife an amended certification of payment and pay the additional fee if Owner requests an increase in the number 01 dwelling units or square footage after the building permit is; issued or if the initial determination of units or square footage is found to be incorrect, and lhat (ZUbe^Owner K, the owner/ developer of the above described project(s), or that the person executing triis i is autry5nredto\sign on behalf of thepwner ' ! DateSignature :>OL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) 1636 F.araday Avenue • Carlsbad, CA 92O08-7314 • (76O) SO2-27OO • FAX,(76O) 602-8560, 01/21/2003 08 55 3587553186 DESIGN BUILD PARTNER PAGE 02/02.. : **,!*« H A********************************************************************** **•**********!>*»******* I'l THIS F:ORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED SCHOOL. DISTRICT The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District The City may issue buildmg permits for this : project ! ; SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER len Freeman Assistant SuperintendentBusiness Services Carlsba'd Umfic'd Softool 801 Pine Avenue GsSitornsa 8 o in t/5 < UJc. ol § < D UJ 1u s < a: .j 0 f\J O J >•—t- 0 i<£> 0 J