The URL can be used to link to this page

Home My WebLink About2687 OCEAN ST; ; CB012272; Permit\w 02-07-2002 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 CB012272 Building Inspection Request Line (760) 602-2725 2687 OCEAN ST CBAD RESDNTL 2031403300 $36,668 00 0 0 Sub Type Lot# Construction Type Reference # Structure Type Bathrooms RAD 0 NEW PATTON RESIDENCE 356 SF SECOND STORY ADDITION Status Applied Entered By Plan Approved Issued Inspect Area Orig PC# Plan Check# Applicant BARTANYI ENDRE 1321 STRATFORD CT DEL MAR CA 92014 858-755-6005 Owner PATTON M/K FAMILY TRUS 41 CORPORATE PARK #250 IRVINE CA 92606 ISSUED 07/03/2001 MDP 02/07/2002 02/07/2002 '$?/ga?/G2 0002 01 02 CGP 377-58 Total Fees $560 82 Total Payments To Date $183 24 Balance Due $377 58 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 $281 91 Meter Size $000 Add'l Reel Water Con Fee $18324 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $3 67 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 $4800 $2000 $2400 $000 $000 $000 $000 $000 $560 82 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 capactiy 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 o( 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 1 PROJECT INFORMATION FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Z 2"» C> Plan Ck Deposit Validated By Date "7 A o_L 3664 07/03/01 0002 01 Address (include Bldg/Sulte #)Business Name (at this address)183-24 Phase No total It of unitsLegal Description Lot No Subdivision Name/Number Unit No Assessor s Parcel #Existing Use w.Proposed Use Description of Work CONTACT PERSON (if different frorri Applicant) SO. FT #of Stories x # of Bedrooms # of'Bathrooms ?ity Agent for Owner State/Zip Telephone #Name 3: :i: IE APPLICANT 'Address O Agent_ for Contractor Fax # Owner ; Name 4 PROPERTY OWNER Address City State/Zip Telephone , /ddn PrffrX, City State/Zip Telephone iName 5 CONTRACTOR - COMPANY:NAME ^m«s • "^" Ay,. •;•;•• • ,.- • 1 .' I-' (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 exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty qf not more than five hundred dollars l$500]) Name ( State License # Address License Class City State/Zip City Business License # State/Zip TelephoneDesigner Name Address City State License # 6 WORKERS' COMPENSATION'" ..*»'• il Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations Q I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this permit is issued Q^Mhave 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 J^£L*-<-. -4~'-v. i-^d- Policy No \Q^\ V O^ J Expiration Date \ { - C> 2— (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 secureworkers compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 OQOjjjr? addition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE -^^"^L^**^ •" DATE C9-/'? /£> 2. T OWNER-BUILDER DECLARATION ',""" T , * , j; :ij I hereby affirm that I am exempt from the Contractor s License Law for the following reason n 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) l~l 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 l~l YES flNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 1 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 FOR NON-RESIDENTIAL BUILDING PERMITS ONLY ; -Ipf : S&k*; — -,, 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 CD NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' |~| YES l~1 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site' [~l YES O 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 CONSTRUCTION LENDING AGENCY .,,3:-: "'•••"«• ^f-' .. ,;-" _ ~./K" 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 v:jAPPLiCANT CERTIFICATION <Jt:' ;£.!,:. *"- ,' .,..: ::!Wp:' vihi 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 (he-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 commerfceia 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 commenceo-Wr~a'cferioj^<3Vl 80 d/ys (SeCMonyl06 4 4 Uniform Building Code) APPLICANT'S SIGNATURE / (/\ CA^'Mr^V^'^ \_ DATE t J " WHITE File YELLOW Applicant PINK Finance City of Carlsbad Bldg Inspection Request For 05/01/2002 Permit# CB012272 Title PATTON RESIDENCE Description 356 SF SECOND STORY ADDITION Inspector Assignment RGB 2687 OCEAN ST Lot Type RESDNTL Sub Type RAD Job Address Suite Location APPLICANT BARTANYI ENDRE Owner PATTON M/K FAMILY TRUST 05-22-95 Remarks Phone 6192063450 Inspector r\ ^® Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By RENNER CONSTR Entered By CHRISTINE Act Comments Associated PCRs Inspection History Date Description Act Insp 03/26/2002 17 Interior Lath/Drywall AP RC 03/25/2002 18 Exterior Lath/Drywall AP PY 03/21/2002 13 Shear Panels/HD's AP RC 03/20/2002 13 Shear Panels/HD's CO RC 03/20/2002 14 Frame/Steel/Bolting/Weldmg WC RC 03/20/2002 16 Insulation PA RC 03/18/2002 14 Frame/Steel/Bolting/Weldmg AP RC 03/18/2002 24 Rough/Topout AP RC 03/18/2002 34 Rough Electric AP RC 03/14/2002 13 Shear Panels/HD's PA RC 03/01/2002 14 Frame/Steel/Bolting/Weldmg WC PY 03/01/2002 15 Roof/Reroof AP PY 02/20/2002 14 Frame/Steel/Boltmg/Welding PA RC Comments OK TO TAPE GARAGE SHEAR OK NAIL SHEAR IN GARAGE W/8D COMMON - NOT SINKERS - MISSING A35S@16INOC OK TO DRYWALL 2ND FLOOR SMALL LIST W/SUPER WET SEAL COPIES OF ENGIN DUE (FAX COPIES FILED) OK TO WRAP SPEC INSP FOR EPOXY BOLTS FILED O K TO SHEATH FLOOR - FURRING OF EXISTING JOIST - OK City of Carlsbad Bldg Inspection Request For 03/18/2002 Permit# CB012272 Title RATION RESIDENCE Description 356 SF SECOND STORY ADDITION Inspector Assignment RGB Sub Type RAD 2687 OCEAN ST Lot Type RESDNTL Job Address Suite Location APPLICANT BARTANYI ENDRE Owner PATTON M/K FAMILY TRUST 05-22-95 Remarks Phone 6192063450 Inspector Total Time 34 Rough Electric Requested By N-A Entered By ROBIN CD Description Act Comments 14 Frame/Steel/Boltmg/Welding 24 Rough/Topout Associated PCRs Inspection History Date Description Act Insp Comments 03/14/2002 13 Shear Panels/HD's PA RC OK TO WRAP SPEC INSP FOR EPOXY BOLTS FILED 03/01/2002 14 Frame/Steel/Bolting/Welding WC PY 03/01/2002 15Roof/Reroof AP PY 02/20/2002 14 Frame/Steel/Boltmg/Welding PA RC O K TO SHEATH FLOOR - FURRING OF EXISTING JOIST - OK City of Carlsbad Bldg Inspection Request For 03/14/2002 Permit# CB012272 ' Title PATTON RESIDENCE Description 356 SF SECOND STORY ADDITION Inspector Assignment RGB 2687 OCEAN ST Lot Type RESDNTL Sub Type RAD Job Address Suite Location APPLICANT BARTANYI ENDRE Owner PATTON M/K FAMILY TRUST 05-22-95 Remarks Phone 6192063450 Inspector Total Time CD Description 13 Shear Panels/HD's Act Comments Requested By RENNER CONSTRUCTION Entered By CHRISTINE Associated PCRs Inspection History Date Description Act Insp Comments 03/01/2002 14 Frame/Steei/Boltmg/Weldmg WC PY 03/01/2002 ISRoof/Reroof AP PY 02/20/2002 14 Frame/Steel/Bolting/Welding PA RC O K TO SHEATH FLOOR - FURRING OF EXISTING JOIST - OK < SOIL ft TESTING INC SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, POST OFFICE BOX 600327, SAN DIEGO, CA 92160-0627 Phone (619) 280-4321, FAX (619) 280-4717 SCS&T FILE NO P O NO \z\PL NC FIX PAGE FIELD INSPECTION REPORT FOR D REINFORCED CONCRETE DREINFORCED MASONRY DWELDING DFIREPROOFING DOC CONCRETE D ROOFING/WATERPROOFING DPT CONCRETE/STRESSjZf EPOXY ANCHORS D H S BOLTING D PROJECT TITLE ftrt-j-.^. 0CC PROJECT ADDRESS j^7 ^^ ^ (^^^ A R f* H ITF f* T GENERAL CONTRACTOR ,-, ,. , , J\ „ n . , „- litA/A/tP- C</M>/, LOCATION OF WORK INSPECTED -* . ., OtC bELQbJ DSAFILENO j /. DSAAPP NO A> PERMIT NO ,, -, . * PLAN FILE NO / /,^.£/Dia£7,£ Al /ft A/ Ifi, SUBCONTRACTOR f) — . ^\ __ MATERIAL CLASSIFICATION /l^fT?/) ' /^ **VT") — *"1/i9*YlA ^V $x K ^ f&£-\ ' -^ 'TAP-io/v/ ^ C^T / ^Lfr^j &tL '* ^^?"// DATE/ A ,a>' DESCRIPTION OF WORK INSPECTED TIME ARRIVED j^3O TIME DEPARTED /53O !KKP££TEh L\ £>AS££/£T> THE 5l7j£ J / jcy '' >^^i^PTT^ , ^i^jguwe^ 4- £Pti(tftJ& or w 0 T^teflhEfo Roh ujm\ L\^2 " EmBEb/fl&ST PE£ fifccttrrEcr (L-M^^C ojlhzfi £frk hftrrh ^? // y/o£ . LD£ftT}oM & (t)££T U)h\JL <$ ^AJC7//^i £PoY^£h L GA&fl&£) &>£ M%Afa/A/£ LOC-ftTloti (P EfaT U>ALL £ANMO/l$ £foxV£h ( 6AR.ft6£) fM Hoih6U)/& • J^V^ d)-1^ T1^ pfi V>^0 l V 1 /"V* /i(OLM . r 1 hereby certify that 1 have inspected the above /y/ '^j reported work Unless noted otherwise, the work JJ>AIJ^'.-A / inspected is to the best of my knowledge in (J A compliance with the approved plans specifications and applicable sections of the governing building ^ laws Inspector Initials / / 'signature authorizes th iM/Trttf , 3T p E REVIEW S\l)lUJUu <$\ ~)(0\ INSPECTORS SIGNATURE REGISTRATION No — ••— -3/M02 •SUPERINTENDENTS SIGNATURE DATE e above work EsGil Corporation In Partners/lip with government for 'Building Sa.fe.ty DATE January 11, 2002 a APPLICANT JURISDICTION Carlsbad OTEATsfREVlEWER a FILE PLAN CHECK NO 01-2272 SET III PROJECT ADDRESS 2687 Ocean St. PROJECT NAME Room addition for the Patton residence - 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 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 | 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 XI 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 Applicant shall provide a "Special Inspection Program" to the Building Official By Sergio Azuela Enclosures Esgil Corporation D GA D MB D EJ D PC 1/4 tmsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 * (858)560-1468 4 Fax (858) 560-1576 EsGil Corporation In Tartnerskip with government for Quitting Safety DATE December 31, 2001 a APPLICANT JURIS JURISDICTION Carlsbad tJ PLATTREVIEWER a FILE PLAN CHECK NO O1-2272 SET II PROJECT ADDRESS 2687 Ocean St. PROJECT NAME Room addition for the Patton Residence - SFD addition 1 | 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 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 | The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person X3 The applicant's copy of the check list has been sent to Endre Bartanyi 1321 Stratford Court, Del Mar, CA 92014 Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Endre Bartanyi (if1} Telephone # (858)755-6005 Date Goa±aeSdTt 2. ••?»-<-• (by E*u,) Fax # Mail */ Telephone ^ Fax In Person REMARKS By Sergio Azuela Enclosures Esgil Corporation D GA D MB D EJ D PC 12/18 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 4 Fax (858) 560-1576 Carlsbad 01-2272 II December 31, 2001 RECHECK PLAN CORRECTION LIST JURISDICTION Carlsbad PROJECT ADDRESS 2687 Ocean St. DATE PLAN RECEIVED BY ESGIL CORPORATION 12/18 REVIEWED BY Sergio Azuela PLAN CHECK NO 01-2272 SET II DATE RECHECK COMPLETED December 31, 2001 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 disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments 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 A To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans B The following items have not been resolved from the previous plan reviews The original correction number has been given for your reference In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections Please contact me if you have any questions regarding these items C Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located on the plans Have changes been made not resulting from this list? QYes QNo Carlsbad 01-2272 II December 31, 2OO1 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 16 Clearly show on plans that the existing foundations are adequate to support the additional new loads a) Clearly show on plans the minimum required dimensions. Please provide a Foundation detail. 19 In Seismic Zone 4, aspect ratios are limited to 2 1 for wood shear panels Table 23-ll-G a) Original correction is still applicable for all shear walls less than 4' wide. i) Please clarify how? the moment imposed from the cantilevered column will be taken at the foundation. Also why? the lever arm was taken as 8' if the column is a continues member. Additional corrections may follow. 23 Show water heater size, type and location on plans UPC, Section 501 0 a) In the garage, provide an adequate barrier to protect water heater from vehicle damage An 18" platform for the water heater does not satisfy this requirement UPC, Section 510 3 42 Applicant shall provide a "Special Inspection Program" to the Building Official The Building Department will resolve this correction. If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation Thank you EsGil Corporation In tPartnersfiip with government for 'Building Safety DATE July 18, 2001 _ JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 01-2272 SET I PROJECT ADDRESS 2687 Ocean St. PROJECT NAME Room addition for Patton residence - 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 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 A] 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 Endre Bartanyi 1321 Stratford Court, Del Mar, CA 92014 | | Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Endre Bartanyi (x/.U.^ Telephone # (858) 755-6005 Date contacted lit9/01 (by ^ ) Fax # Mail uJetephione ^ Fax In Person REMARKS By Sergio Azuela Enclosures Esgil Corporation D GA D MB D EJ D PC 7/9 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 4 Fax (858) 560-1576 Carlsbad 01-2272 July 18, 2001 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO 01-2272 JURISDICTION Carlsbad PROJECT ADDRESS 2687 Ocean St. FLOOR AREA Dwelling addition 356 SF STORIES 2 Existing Dwelling 2,080 SF Existing Garage 356 SF HEIGHT 21 FT REMARKS DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION 7/3/01 ESGIL CORPORATION 7/9 DATE INITIAL PLAN REVIEW PLAN REVIEWER Sergio Azuela COMPLETED July 18, 2001 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 01-2272 July 18, 2001 • 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 On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below Section 106 3 2 • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec 1701 of the Uniform Building Code ITEM REQUIRED? REMARKS • SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION • EXPANSION/EPOXY ANCHORS YES ANCHORS TO EXISTING FOUND. • FIRE PROTECTION 3 Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings Table 5-A 4 Exterior walls closer than 3 feet to a property line shall have 30 inch parapets when the floor area per floor exceeds 1,000 square feet See Section 709 4 for possible exception 5 Projections, including eaves, shall be one-hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line Section 705 6 When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided per correction # 7 below, except that smoke detectors added at existing construction need only ' be battery powered Section 310 9 1 2 Carlsbad 01-2272 July 18, 2001 7 Show locations of permanently wired smoke detectors with battery backup a) Inside each bedroom b) Centrally located in corridor or area giving access to sleeping rooms c) On each story d) In the basement, if part of the dwelling unit e) When sleeping rooms are upstairs, at the upper level in close proximity to the stair f) In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway NOTE Detectors shall sound an alarm audible in all sleeping areas of the unit Section 3109 1 • ROOFING 8 Specify roof slope 9 Specify minimum Vi inch per foot roof slope for drainage or design to support accumulated water Section 1506 1 10 Show roof drains and overflows Sections 1506 2 and 1506 3 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 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 • GARAGE AND CARPORTS 13 Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling Table 3-B, Section 302 4 14 All elements supporting floor above garage, including walls/beams/columns supporting floor joists, must have one-hour fire-resistive protection on the garage side Section 302 2 • FOUNDATION REQUIREMENTS 15 The following anchor bolt requirements shall apply in Seismic Zones 3 and 4, per Section 18066 1 a) Plate washers (minimum size of 2" x 2" x 3/16") shall be used on each anchor bolt 16 Clearly show on plans that the existing foundations are adequate to support the ' additional new loads Carlsbad 01-2272 July 18, 2001 • FRAMING 17 Provide framing sections through new proposed seat bay windows Section 10633 18 Detail shear transfer connections, including roof and floor diaphragms, to shear walls Section 2315 a) Cross-reference details to plans 19 In Seismic Zone 4, aspect ratios are limited to 2 1 for wood shear panels Table 23-ll-G 20 Show location of attic access with a minimum size of 22"x30", unless the maximum vertical headroom height in the attic is less than 30" Access must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening Section 1505 1 21 Ridges, hips, and valleys shall be at least one size larger than supported rafters Section 2320 12 3 • MECHANICAL (UNIFORM MECHANICAL CODE) 22 Show the location, type and size (BTU's) of all heating and cooling appliances or systems • PLUMBING (UNIFORM PLUMBING CODE) 23 Show water heater size, type and location on plans UPC, Section 501 0 24 Show T and P valve on water heater and show route of discharge line to exterior UPC, Section 608 5 25 In Seismic Zones 3 and 4, show that water heater is adequately braced to resist seismic forces Provide two straps (one strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank) UPC, Section 510 5 • ENERGY CONSERVATION 26 Provide plans, calculations and worksheets to show compliance with current energy standards 27 The requirements for the prescriptive package components have been updated as of June 1, 2001 If using the prescriptive compliance approach, show compliance with the new Package C or D, or the alternate component package for C or D (Packages A and B have both been eliminated) Carlsbad 01-2272 July 18, 2001 28 The window schedule shall clearly describe the required U-factor and solar heat gain coefficient (SHGC) values and demonstrate compliance with the Title 24 energy calculations 29 The version of the computer program that you have used is no longer current Provide new calculations, using acceptable updated residential computer energy programs As of June 1, 2001, they are the following • Micropas 6 00 & 6 01 • EnergyPro 3 0, 3 1 • CalRes 1 39 30 The regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design 31 All sheets of the latest CF-1 R form must be imprinted onto the plans (sheets 1 of 3, 2 of 3 and 3 of 3 must be included) 32 All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-IR 33 Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Measures Checklist" 34 Show the make, model, type and efficiency of the space heating (or cooling) system 35 Provide fluorescent general lighting (40 lumens per watt minimum) in kitchen(s) and bathrooms (containing a tub or shower) 36 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 " • MISCELLANEOUS 37 Please note that the since the 2X12 ledger supporting the 2X10 cantilevered Floor Joist on the East Side of the new proposed addition, is subjected to torsion This condition is not allowed in wood construction, since wood does not have any allowable stress for torsion Please revise the plans to provide an alternate framing supports at this particular location Additional corrections may follow 38 Please clearly show on plans the size and supports for the 2X FJ proposed to be over the existing 2X10 Joists at the proposed addition 39 , Please provide a construction detail for the Hip to Hip connection and also for the Hip to Wall connection at the upper hexagonal roof Carlsbad 01-2272 July 18, 2001 40 Provide positive connection between the existing and the new construction at the framing CARLSBAD SPECIAL CODE REQUIREMENTS 41 All new residential buildings, including additions, require a soils report 42 Since special inspection is required, the designer shall complete the attached Special Inspection Notice 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 Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans Have changes been made to the plans not resulting from this correction list? Please indicate Yes Q No a 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 Sergio Azuela at Esgil Corporation Thank you Carl\bad 01-2272 •July 18, 2001 City of Carlsbad Building Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No 01-2272 Job Address or Legal Description 2687 Ocean St. Address £6? 8 7 QCBf^ 57°, 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 authonzed to inspect and approve any work other than that for which he/she is specifically assigned to inspect The Special Inspector is not authonzed 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 01-2272 "July 18, 2001 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION- 2-6> &~? PLAN CHECK NUMBER: £/ <&T t OWNER'S NAME:M > 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 mspector(s) as required by Uniform Building Code (UBC) Section 1701 1 for the construction project located-at the site listed above 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 Signed 1. List of work requiring special inspection. Q Soils Compliance Prior to Foundation Inspection G Structural Concrete Over 2500 PSI O Prestressed Concrete n Structural Masonry Q Designer Specified Field Welding High Strength Bolting Expansion/Epoxy Anchors Sprayed-On Fireproofmg Other 2. Name(s) of mdividual(s) or firm(s) responsible for the special inspections listed above. A. B. C. Tgsrr^j£> 4 3. Duties of the special inspectors for the work listed above- A. £7°Q/.V B C. Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site Carlsbad 01-2272 July 18, 2001 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PREPARED BY Sergio Azuela BUILDING ADDRESS 2687 Ocean St. BUILDING OCCUPANCY R-3 & U-l PLAN CHECK NO 01-2272 DATE July 18, 2001 Room Add for Patton residence TYPE OF CONSTRUCTION VN BUILDING PORTION Dwelling Add Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 356 cb 1994 UBCBuildina Permit Fee w Valuation Multiplier By Ordinance Reg Mod VALUE ($) 36,668 36,668 $281 91 1994 UBC Plan Check Fee Type of Review FJ Repetitive Fee Repeats Complete Review D Other D Hourly Structural Only Hour* Esgil Plan Review Fee $183.24 $15787 Comments Sheet 1 of 1 macvalue doc BUILDING PLANCHECK CHECKLIST DATE BUILDING A'DDRESS PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER PLANCHECK NO CB 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 submrttal, 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 sea the attached report of deficiencies marked withJffliVlake necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review Date Date DateBy FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT. Date ATTACHMENTS 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\DOCS\CHKLST\BuiMing Plancheck Cklsl Form (Generic) doc BUILDING PLANCHECK CHECKLIST 3RD D D SITE PLAN 1 Provide a fully dimensioned site plan drawn to scale Show A North Arrow B Existing & Proposed Structures C Existing Street Improvements D Property Lines E Easements F Right-of-Way Width & Adjacent Streets G Driveway widths H Existing or proposed sewer lateral I Existing or proposed water service J Existing or proposed irrigation service 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\CHKLST\BuiMing Plancheck CKIst Forni (Generic) doc BUILDING PLANCHECK CHECKLIST ST 2 ND /3rd DISCRETIONARY APPROVAL COMPLIANCE [y n 4a Project does not comply with the following Engineering Conditions of approval for Project No D 4b A" conditions are in compliance Date DEDICATION REQUIREMENTS n 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 W 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 CD CD EH 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 H \WORD\DOCS\CHKLST\Buikling Plaodieck Cklst Form (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 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 Future public improvements required as follows D D D 6c Enclosed please find your Future Improvement Agreement Please return agreement signed and notarized to the Engineering Department Future Improvement Agreement completed by Date 3 n 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 O Q C] 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) fj n Q 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 fj G n 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) H \WORD\DOCS\CHKl-ST\BuMing Piancheck CWsl Form (Generic 7 14 00) doc BUILDING PLANCHECK CHECKLIST 1ST jRD D D D 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 D D D D D D 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 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 Cd 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 WORDtDOCStCHKLSTSuilding Plsnchec* CUsI 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 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 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\OOCS\CHKLST\Buildlng Plancheck Cklst Form (Generic) doc BUILDING PLANCHECK CHECKLIST •| ST oND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future Q Q 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 13 Additional Comments: H \WORD\DOCS\CHKLST\BuiUing Plancheck Cklst Form (Generic) doc . PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB 01'Address Planner Greg Fisher APN- Phone (760) 602-4629 RcblY\Type of Project & Use Zoning R*r 3 General Plan. (L /4 Net Project Density Facilities Management Zone DU/AC CFD fin/nntl # Circle One Date of participation:Remaining net dev acres (For non-residential development Type of land used created by this permit. ) Legend:'s Item Complete Item Incomplete - Needs your action y TYPE r 1 v. J-•. \ • f / •] I .,,Environmental Review Required YES >x- NO DATBOF COMPLETION ' Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval [~| Discretionary Action Required: APPROVAL/RESO NO PROJECT NO YES TYPE CF0> DATE OTHER RELATED CASES. Compliance with conditions or approval? If not, state conditions which require action Conditions of Approval. o\;. \ mo Del Rio North, Suite NO 3^055 •quired" (at minimum 2) Lompiete H \ADMIN\COUNTER\BldgPlnchkRevChklst Inclusionary Housing Fee required: YES _ NO v (Effective date of Inclusionary Housing Ordinance - May 21, 1993 ) .Data Entry Completed? YES _ NO _ (A/P/Ds, Activity Maintenance1, enter CB#, toolbar, Screens,vHousing Fees/'Construct Housing Y/N, Enter Fee, UPDATE') Site Plan: ;:< .>.v ., •••-^ . v! . v '• . ... r- 1 Provide a fully dimensional /.site, planv-drawn to scale Show North arrow, property lines, easements, ; existing and proposed -stmctures, streets, existing street improvements, right-of-way width, dimensional ' setbacks and existing topographical lines. 2 Provide legal description of property and assessor's parcel number. Zoning: 1. Setbacks: Front- Interior Side Street Cide Rear. \ I L I 2 Accessory structure Front Interior SK Stre Required Required Required Required Required Required Required _ Required _ Structure separation Required EH CH CH 3- Lot Coverage- 40-L Required Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown 3$ 4 Height-Required r T —i •Ml I I 5. Parking- * Spaces Required i Guest Spaces Required i j\ • f—>. / 0 I I Additional-Comments f I ) f] ^A ^T~>L i I « .» _ f ... IV ./ Tfb Shown 3 I OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H \ADMIN\COUNTER\BldgPlnchkRevChklst evans,colbaugh&assoc.,inc. n . ., onni9 December 13,2001 carlsbad, California 92008-7234 (760) 438-4646 fax 438-4670 Mr & Mrs Michael Patton 41 Corporate Park, Suite 250 Irvine, CA 92606 EGA 01 -26-01 Subject Limited Geotechmcal Investigation For Proposed Second Story Addition, 2687 Ocean Street, Carlsbad, California References 1) "UBCSEIS", Computer software by Thomas Blake, Dated January, 1998 2) "Maps of Known Active Fault Near-Source Zones in California and Adjacent Portions of Nevada", by CDMG, Dated February, 1998 3) "Geologic Maps of the Northwestern Part of San Diego County California", Plate 1, Oceanside, San Louis Rey and San Marcos Quadrangles, DMG Open File Report 96-02, Dated 1996 Dear Mr & Mrs Patton, This letter-report present the findings of our limited geotechmcal investigation for the proposed second story addition which will be positioned over the garage area of the existing residence Our work was requested and verbally authorized by your architect, Mr Andre Bartanyi on November 29, 2001 Our scope of work consisted of the following • Discussions with Mr Bartanyi regarding soil engineering parameters requested by the City of Carlsbad • Discussions with Mr Bartanyi regarding the proposed addition and his concerns regarding the existing foundation system • Visit to the site on November 28,2001 to review existing conditions and constraints for subsurface exploration • Visit to the site on December 4, 2001 to saw cut a hole in the garage slab-on-grade to observe the existing foundation system and obtain samples of the subgrade soil for laboratory testing • Perform laboratory testing of the soil samples to determine the shear strength parameters 1 geotechmcal engineering • engineering geology Mr & Mrs Michael Pattern EGA 01-26-01 December 13,2001 Page 2 • Perform engineering analysis to determine the appropriate allowably bearing capacity utilizing the results of the laboratory testing Review of the referenced documents Perform a computer assisted determination of the seismic source elements for the subject site • Preparation of this letter-report Findings Based on our discussion with you and Mr Bartanyi, we understand that the proposed addition will be located above the existing garage Our observations of the test pit excavation in the slab-on-grade at the garage entry indicates that the material within which the foundation at this location is embedded is classified as m-place terrace deposits By observation, it appears as though this condition, most likely, continues around the parametei of the garage As shown graphically on Plate 1-Log of Test Pit, the foundation system at this location consists of a roughly 12-mch wide concrete footing embedded roughly 24-mches below the adjacent concrete surfaces along the entire east and south sides and a portion of the north side of the garage Apparently the original construction of the entry walkway along the north side of the garage resulted m a step down below garage slab level and then a step up into the residence entry The foundation embedment along the north side of the garage is not known, however, it is most likely at least 12-mches The foundation system observed in our exploration appeared to be monohthically placed (i e the slab-on-grade and footings were constructed simultaneously, rather than separately) As discussed above, the subgrade soil encountered in our test pit consisted of m-place terrace deposits consisting of medium dense to dense silty to clayey sand The results of the laboratory strength testing are presented on Plate 2-Direct Shear Test Utilizing a coefficient of friction of 32 degrees and a cohesion intercept of 45 pounds per square foot, the calculate allowable bearing value for a continuous footing 12-mches wide embedded one-foot below the adjacent ground serface is 2,300 pounds per square foot This value may be increased at a rate of 500 pounds per square foot for each additional foot of embedment to a maximum bearing pressure of 5,000 pounds per square foot The m-place terrace deposits underlying the site are considered to be equivalent to soil profile type "Sd" of the Uniform Building Code (UBC) Table 16-J - Soil Profile Types This information along with the longitude and latitude coordinates of the site were then provided as input parameters in the referenced software "UBCSEIS" This program performs a search of the most current California Division of Mines and Geology database of known active faults and calculates the UBC near-source factors based on the closest, most critical, active fault to the site Mr & Mrs Michael Pattern December 13,2001 The findings are summarized below and a copy of the output file is attached Soil Profile Type Sd UBC Seismic Zone 0 4 Nearest Type B Fault Rose Canyon Distance to Fault 7 5 km EGA 01-26-01 Page 3 UBC Coefficients Na=l 0 Nv=l 1 Ca=0 44 Cv=0 72 Ts=0 652 To=0 130 Respectfully submitted, EVANS, COLBAUGH & ASSOCIATES, INC E David Cc Principal Geotechmcal Engineer, GE 228 EDCac Distribution (1) Addressee (2) Mr Andre Bartanyi Enclosure Plate 1-Log of Test Pit Plate 2-Direct Shear Test Computation of Seismic Design Parameters Log of Test Pit TP-1 Date Excavated Logged By 12/4/01 18'Elevation Pit Dimensions (Feet)2'L x 2'W x 2 5'D With HAND EXCAVATED fg - 1- - 2-1 (U iH <U (OH LBD D M W Ooca0)-' Q 103 109 110 )istureontent5 6 4 OtherTestsCOoco •JCR] SC o H ft (0M O ?n 0 tl tl-1 —I = Of-1 '*"• « ^ s// ''// % I '^'Ai Description 3-1/4 to 5-1/2 inch thick concrete garage slab Wire mesh TERRACE DEPOSIT(Qt) Clayey Sand, medium dense, moist, dark reddish brown, fine to medium grained sand TOTAL DEPTH 2 5 FEET Please Note Limitations Discussed orErfplanation of Logs" evans, colbaugh & assoc me Date December 2001 Project No 01-26-01 LOG OF TEST PIT TP-1 PATTON RESIDENCE Plate 1 of l Sheet of. •-•-* y P 1/7 00 0 o Prepared by Reviewed by evans, colbaugh& assoo, inc Date Date Project. Subject --<? 7^ Project No . CD \ ************************* •*• * * UBCSEIS * * * * Version 1 00 * * * COMPUTATION OF 1997 UNIFORM BUILDING CODE SEISMIC DESIGN PARAMETERS JOB NUMBER 01-26-01 JOB NAME PATTON RES FAULT-DATA-FILE NAME CDMGUBCR.DAT DATE 12-12-2001 SITE COORDINATES SITE LATITUDE- SITE LONGITUDE 33 1600 117 3542 UBC SEISMIC ZONE. 0 4 UBC SOIL PROFILE TYPE SD NEAREST TYPE A FAULT- NAME. ELSINORE-JULIAN DISTANCE- 39 9 km NEAREST TYPE B FAULT NAME NEWPORT-INGLEWOOD DISTANCE 7.0 km (Offshore) NEAREST TYPE C FAULT NAME DISTANCE- 99999 0 km SELECTED UBC SEISMIC COEFFICIENTS Na- Nv Ca Cv Ts To 1 0 1 1 0.44 0 72 0 652 0 130 CAUTION The digitized data points used to model faults are * limited in number and have been digitized from small- * scale maps (e g , 1 750,000 scale) Consequently, * the estimated fault-site-distances may be in error by * several kilometers Therefore, it is important that * the distances be carefully checked for accuracy and * adjusted as needed, before they are used in design * SUMMARY OF FAULT PARAMETERS Page 1 ABBREVIATED FAULT NAME | (SS,DS,BT) NEWPORT-INGLEWOOD (Offshore) ROSE CANYON CORONADO BANK ELSINORE-TEMECULA ELSINORE-JULIAN ELSINORE-GLEN IVY PALOS VERDES EARTHQUAKE VALLEY NEWPORT-INGLEWOOD (L A Basin) CHINO-CENTRAL AVE (Elsinore) SAN JACINTO-ANZA SAN JACINTO-SAN JACINTO VALLEY ELSINORE-WHITTIER SAN JACINTO-COYOTE CREEK ELSINORE-COYOTE MOUNTAIN SAN JACINTO-SAN BERNARDINO SAN ANDREAS - Southern SAN JACINTO - BORREGO SAN JOSE CUCAMONGA SIERRA MADRE (Central) PINTO MOUNTAIN NORTH FRONTAL FAULT ZONE (West) CLEGHORN BURNT MTN RAYMOND CLAMSHELL- SAWPIT SAN ANDREAS - 1857 Rupture EUREKA PEAK VERDUGO NORTH FRONTAL FAULT ZONE (East) HOLLYWOOD SUPERSTITION MTN (San Jacinto) ELMORE RANCH LANDERS SANTA MONICA HELENDALE - S LOCKHARDT SUPERSTITION HILLS (San Jacinto) ELSINORE-LAGUNA SALADA MALIBU COAST LENWOOD-LOCKHART-OLD WOMAN SPRGS SIERRA MADRE (San Fernando) JOHNSON VALLEY (Northern) BRAWLEY SEISMIC ZONE SAN GABRIEL ANACAPA-DUME APPROX. DISTANCE (km) 7 0 7 I 33.2 39 4 39 9 53 7 56.0 72 0 72.5 75 3 75 6 76.3 81 5 85 4 94 9 95.7 104 6 108 1 108.6 112 9 112 9 115.9 122 3 124 2 126.1 127 3 128 0 129.0 130 6 131 2 131 2 134 3 134 6 140.4 141 6 141 9 142.0 142.1 145 3 146 3 148.7 152.0 154 0 154.8 154 9 154 9 SOURCE TYPE (A,B,C) B B B B A B B B B B A B B B B B A B B A B B B B B B B A B B B B B B B B B B B B B B B B B B MAX MAG (Mw) 6.9 6.9 7.4 6.8 7.1 6.8 7 1 6 5 6 9 6 7 7 2 6.9 6 8 6 8 6 8 6 7 7 4 6 6 6 5 7.0 7 0 7.0 7.0 6 5 6 5 6 5 6 5 7.8 6.5 6.7 6.7 6 5 6 6 6.6 7 3 6.6 7 1 6 6 7 0 6.7 7 3 6.7 6 7 6 5 7.0 7.3 SLIP RATE (mm/yr) 1.50 1 50 3 00 5 00 5.00 5 00 3.00 2 00 1 00 1 00 12 00 12 00 2 50 4.00 4 00 12.00 24 00 4 00 0 50 5 00 3 00 2 50 1 00 3 00 0 60 0.50 0 50 34 00 0 60 0 50 0 50 1 00 5 00 1 00 0 60 1 00 0 60 4.00 3 50 0.30 0.60 2.00 0.60 25 00 1 00 3.00 FAULT TYPE ss ss ss ss ss ss ss ss ss DS ss ss ss ss ss ss ss ss DS DS DS SS DS SS SS DS DS SS SS DS DS DS SS SS SS DS SS SS SS DS SS DS SS SS SS DS SUMMARY OF FAULT PARAMETERS Page 2 ABBREVIATED FAULT NAME I (SS,DS,BT) ================================== EMERSON So - COPPER MTN. PISGAH-BULLION MTN -MESQUITE LK SANTA SUSANA CALICO - HIDALGO IMPERIAL HOLSER SIMI- SANTA ROSA OAK RIDGE (Onshore) SAN CAYETANO GRAVEL HILLS - HARPER LAKE BLACKWATER VENTURA - PITAS POINT SANTA YNEZ (East) SANTA CRUZ ISLAND M RIDGE-ARROYO PARI DA- SANTA ANA RED MOUNTAIN GARLOCK (West) PLEITO THRUST BIG PINE GARLOCK (East) WHITE WOLF SANTA ROSA ISLAND SANTA YNEZ (West) So. SIERRA NEVADA LITTLE LAKE OWL LAKE PANAMINT VALLEY TANK CANYON DEATH VALLEY (South) LOS ALAMOS-W BASELINE LIONS HEAD DEATH VALLEY (Graben) SAN LUIS RANGE (S Margin) SAN JUAN CASMALIA (Orcutt Frontal Fault) OWENS VALLEY LOS OSOS HOSGRI HUNTER MTN - SALINE VALLEY INDEPENDENCE RINCONADA DEATH VALLEY (Northern) BIRCH CREEK SAN ANDREAS (Creeping) APPROX DISTANCE (km) ======== 155 0 165.6 167 4 167 5 168 4 176.3 184 0 184 7 193.2 194 7 209 6 212 2 212.9 221.3 222 8 226 3 229 3 234 6 240 4 244 3 255 2 256 3 258 2 268 9 273 8 275 6 275 8 276 1 285.4 300 6 318.0 325 9 327 6 328.2 336 1 342 1 357.7 363.8 368 9 377 9 378 5 379.2 434 1 434 7 SOURCE TYPE (A,B,C) ======= B B B B A B B B B B B B B B B B A B B A B B B B B B B B B B B B B B B B B B B B B A B B MAX MAG (Mw) ====== 6 9 7 1 6.6 7.1 7.0 6.5 6.7 6 9 6 8 6 9 6 9 6 8 7 0 6.8 6.7 6 8 7.1 6 8 6 7 7.3 7 2 6.9 6 9 7 1 6.7 6 5 7.2 6 5 6.9 6 8 6 6 6.9 7 0 7 0 6 5 7.6 6 8 7.3 7 0 6 9 7 3 7.2 6.5 5.0 SLIP RATE (mm/yr) = = =1 = = = = = = 0 60 0 60 5 00 0.60 20 00 0 40 1 00 4 00 6 00 0 60 0 60 1 00 2 00 1 00 0 40 2 00 6.00 2 00 0 80 7 00 2 00 1 00 2 00 0.10 0 70 2 00 2 50 1.00 4 00 0.70 0 02 4 00 0 20 1 00 0 25 1.50 0 50 2 50 2 50 0 20 1.00 5.00 0.70 34 00 FAULT TYPE ss ss DS SS SS DS DS DS DS SS SS DS SS DS DS DS SS DS SS SS DS DS SS DS SS SS SS DS SS DS DS DS DS SS DS SS DS SS SS DS SS SS DS SS WHITE MOUNTAINS DEEP SPRINGS 438.7 | 457 3 | B B 7.1 I 6 6 | 1 00 0 80 SS DS SUMMARY OF FAULT PARAMETERS Page 3 ABBREVIATED FAULT NAME | (SS,DS,BT) DEATH VALLEY (N of Cucamongo) ROUND VALLEY (E of S.N.Mtns ) FISH SLOUGH HILTON CREEK ORTIGALITA HARTLEY SPRINGS CALAVERAS (So. of Calaveras Res) MONTEREY BAY - TULARCITOS PALO COLORADO - SUR QUIEN SABE MONO LAKE ZAYANTE-VERGELES SAN ANDREAS (1906) SARGENT ROBINSON CREEK SAN GREGORIO GREENVILLE MONTE VISTA - SHANNON HAYWARD (SE Extension) ANTELOPE VALLEY HAYWARD (Total Length) CALAVERAS (No. of Calaveras Res) GENOA CONCORD - GREEN VALLEY RODGERS CREEK WEST NAPA POINT REYES HUNTING CREEK - BERRYESSA MAACAMA (South) COLLAYOMI BARTLETT SPRINGS MAACAMA (Central) MAACAMA (North) ROUND VALLEY (N S F Bay) BATTLE CREEK LAKE MOUNTAIN GARBERVILLE-BRICELAND MENDOCINO FAULT ZONE LITTLE SALMON (Onshore) MAD RIVER CASCADIA SUBDUCTION ZONE APPROX DISTANCE (km) 462 7 469.1 477.0 495 1 519 0 519 4 524 6 527 3 528 3 537 8 555.3 556 3 561 6 561.7 586 6 602 6 611.4 611 7 611 8 626 9 631.5 631 5 652 2 679.3 718.1 718 9 736 9 741 4 780 8 797 7 801 2 822 4 881 9 888 1 911 8 946 5 963 6 1019.9 1026.6 1029 4 1033.6 SOURCE TYPE (A,B,C) — A B B B B B B B B B B B A B B A B B B B A B B B A B B B B B A A A B B B B A A B A MAX. MAG (Mw) 7.0 6 8 6 6 6 7 6 9 6.6 6.2 7.1 7.0 6.5 6 6 6.8 7 9 6.8 6 5 7 3 6 9 6.5 6.5 6.7 7 1 6 8 6 9 6 9 7 0 6 5 6 8 6.9 6 9 6 5 7 1 7.1 7.1 6.8 6 5 6 7 6.9 7.4 7 0 7.1 8 3 SLIP RATE (mm/yr) . 5 00 1 00 0.20 2.50 1.00 0 50 15.00 0 50 3 00 1 00 2 50 0 10 24 00 3.00 0.50 5 00 2 00 0 40 3 00 0 80 9 00 6.00 1 00 6 00 9 00 1 00 0.30 6 00 9 00 0 60 6.00 9 00 9.00 6 00 0 50 6.00 9.00 35.00 5 00 0 70 35.00 FAULT TYPE SS DS DS DS SS DS SS DS SS SS DS SS SS SS DS SS SS DS SS DS SS SS DS SS SS SS DS SS SS SS SS SS SS SS DS SS SS DS DS DS DS McKINLEYVILLE TRINIDAD FICKLE HILL TABLE BLUFF LITTLE SALMON (Offshore) 1039.8 | 1041.4 | 1041.8 | 1047 2 | 1060 5 I B B B B B | 7 0 | 7 3 | 6.9 | 7 0 I 7.1 0.60 2 50 0 60 0.60 1 00 DS DS DS DS DS SUMMARY OF FAULT PARAMETERS Page 4 | APPROX |SOURCE | MAX. | SLIP | FAULT ABBREVIATED I DISTANCE] TYPE | MAG | RATE | TYPE FAULT NAME | (km) |(A,B,C)| (Mw) | (mm/yr) I(SS,DS,BT) ==================================i=== =—i i—====i=========i=======-i i i | i BIG LAGOON - BALD MTN FLT ZONE I 1078 2 I B 7 3 | 0 50 | r ************** DS H Uw PH C/5 W (/) § PH CD O N o CO Q LO c\i q c\i LO•o o •o (6) uo!JBJ9|9oov