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HomeMy WebLinkAbout2687 OCEAN ST; ; CB030833; Permit04-23-2003 Job Address Permit Type Parcel No Valuation Occupancy Group # Dwelling Units Bedrooms Project Title Applicant ENDRE BARTANYI 1321 STRATFORD CT 92014 858-755-6005 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No CB030833 Building Inspection Request Line (760) 602-2725 2687 OCEAN ST CBAD RESDNTL Sub Type 2031403300 Lot# $22,14500 Construction Type Reference # 0 Structure Type 0 Bathrooms PATTON RES 215 SF BDRM & LIV RAD 0 NEW Status Applied Entered By Plan Approved Issued Inspect Area Ong PC# Plan Check# ISSUED 03/21/2003 SB 04/18/2003 04/23/2003 Owner 3464 04/23/03 OOO^1 01 PATTON M/K FAMILY TRUST 05-22-95 41 CORPORATE PARK #250 IRVINE CA 92606 02 270 oO 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 $19979 Meter Size $0 00 Add'l Reel Water Con Fee $12986 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $2 21 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 $000 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $000 MECHANICAL TOTAL $0 00 Housing Impact Fee $0 00 Housing InLieu Fee Housing Credit Fee $0 00 Master Drainage Fee $0 00 Sewer Fee Additional Fees TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $2700 $2000 $21 50 $000 $000 $000 $000 $000 $000 $400 36 Total Fees $400 36 Total Payments To Date $12986 Balance Due $270 50 PFRMITHAS EXFiLLU M ACCORDANCE WITH U.B.C, F -'ON 106.4.4 ! SlfiMATURE PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 1 :^P»RpJECT INFORMATION FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Validated Date — "Z. i - IVAddress (include Bldg/Suite ff)'s\ tf\ *+— *" •— —.. . . f 03/21/03 OQQ2 01 &2 CGP 129.86Business Name (at this Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor s Parcel #Existing Use Proposed Use Description SQ FT #of Stories # of Bedrooms tt ol Bathrooms CONTACT PERSON M diHerentrfrom applicant) 'Name Address •3 ,i:N!;APPLiCA:NT fQ "Contractor : [Urgent for .Contractor City Ovyner D Agent for Owner . State/Zip Telephone #Fax # Name Address City State/Zip Telephone # PROPERTY-OWNER M«" Address City State/Zip TelephoneName :S , CONTRACTOR -COMPANY NAME ..... -: • siura.:8 • : ~. > zg<° (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 of not more than five hundred dollars [$500]) rJame State License S~ ^~Address License Class City State/Zip Telephone # City Business License # | Q. \ ~\ |, Designer Name Address City State/Zip Telephone State License # 6 WORKERS' COMPENSAtION ''"•' .. ....wrf" '""""' . " :-:•;•': ~":" .-a?"1-' ", 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 |3 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 *fyTTCLt-g_ ~V-v^_ f\) Policy No [Q &L \ *& j J Expiration Date { \ *" Q 5 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) 0 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 OOOKir))addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney s fees SIGNATURE^-^^^^- - ^~ DATE </// & /O 3 ,7 OWNER-BUILDERibECLARATION .„.»:„.. — .>;ir" " " ft;:::. -^ :„„.. """"" l 1 hereby affirm that I am exempt from the Contractor s License Law for the following reason |~| I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) n 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) 0 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 i~l 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 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 /i/CWfl£S/D£W7MI:iBUILDING PERMITS ONLY * 7, :•„.. L N: ,,. 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' l~| YES l~l NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site' l~l YES 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 REOUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 8 CONSTRUCTION LENDING/AGENCY ' _;. J™s ' 3*"'"" " ...'..'•- ' ... -" • "":.„. 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" APPLICANT CERTIFICATION ,.1: ; :•" '; ..-,•*!"• ° .^.i*" ::""::.-;., h....' . ^ ' ""'" -,, I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5'0 deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work lorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned atyiny time after the work is cominef^ed {pr a peripdofv180 days (Section 106 4 4 Uniform Building Code) / /^//hr-v4-fc^UyUl^^ DATE 3 -ZJ - t) 3 WHITE File YELLOW Applicant PINK Finance PPLICANT'S SIGNATURE City of Carlsbad September 2, 2003 MR&MRSM PATTON 41 CORPORATE PARK #250 IRVINE CA 92806 RE: BUILDING PERMIT EXPIRATION PERMIT TYPE: RESDNTL Building Department Permit Number CB030833 Issue Date 4/23/03 ADDRESS: 2687 OCEAN ST PLEASE CALL FOR AN INSPECTION IF WORK IS COMPLETE Our records indicate that your building permit will expire by limitation of time on 10/20/03 Tne provisions of UBC, Secuon lOo 4 4 as amended by the Carlsbad Municipal Code siate "EXPIRATION Every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit (unless issued prior to 7/1/99 which is one year from date of permit), or if the building or work authorized by such permit is stopped at any time after the work is commenced for a period of 180 days or if the building or work authorized by such permit exceeds three calendar years from the issuance date of permit Work shall be presumed to have commenced if the permittee has obtained a required inspection approval of work authorized by the permit by the Building Official within 180 days of the date of permit issuance Work shall be presumed to be stopped if the permittee has not obtained a required inspection approval of work by the Building Official within each 180 day period upon the initial commencement of work authorized by such permit Before such work can be recommenced, a new permit shall be obtained to do so, and the fee, therefore, shall be one-half the amount required for a new permit for such work, and provided that no changes have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not exceeded one year In order to renew action on a permit after expiration, the permittee shall pay a new permit fee Any person holding an unexpired permit may apply for an extension of the time within which work may commence under that permit when the permittee is unable to commence work within the time period required by this section for good and satisfactory reasons The Building Official may extend the time for action by the permittee for a period not exceeding 180 days on written request by the permittee showing that circumstances beyond the control of the permittee have prevented action from being taken No permit shall be extended more Please check below indicating your intentions and return this letter to us X Project abandoned A new permit will be obtained prior to commencing work No fee extension requested for 180 days (attach a letter of explanation) Renewal permit requested If the project has been completed and only a final inspection is needed, please call the inspection request line at (760) 602-2725 If you have any questions;please contact the Building Inspection Department at (760) 602-2700 PATKELLEY Principal Building Inspector 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 602-2700 • FAX (760) 602-8560 EsGil Corporation In (Partnership -with government for <Buibfing Safety DATE APRIL 14, 2003 OA£ELICANT JURISDICTION CARLSBAD a PLAN REVIEWER a FILE PLAN CHECK NO 03-0833 SET II PROJECT ADDRESS 2687 OCEAN STREET PROJECT NAME SFR ADDITION FOR PATTON The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes X3 The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to ENDRE BARTANYI AIA, 1321 STRATFORD COURT, DEL MAR, CA 92014 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 Please complete, sign & return the attached Special Inspection list to the city for review and approval prior to the permit being issued By All Sadre Enclosures Esgil Corporation D GA D MB D EJ D PC 4/10 trnsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 APR-17-2003 THU 09:42 AM CITY OF CARSLBAD FAX NO. 760 602 8558 P. 02 CARLSBAD 03-0833 APRIL 14, 2003 City of Carlsbad B:titiild -i:ri ,cj- D&ba 11 m evriit BUILDING DEPARTMENT NOTICE OF REQUIREMENT FORJSPEC Do Not Remove From Plans Plan Check No 03-0833 Job Address or Legal Description 2687 OCEAN STREET Owner f^-O- rAjTOf^ Address 4"f COIKPofiKm PAf^ , fe Z5b, 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 materials, 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) APR- 17-2003 THU 09:42 AM CITY OF CARSLBAD FAX NO. 760 602 8558/ fr i , CARLSBAD O3-O833 APRIL 14, 2O03 • JSPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: J P. 03 PLAN CHECK NUMBER: £#e>"*>e>%33 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 inspectors) 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 V_ ——HMl^^^^^B 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: Soils Compliance Prior tb Foundation Inspection Q Field Welding Structural Concrete Over 2500 PSI Q High Strength Bolting Prestressed Concrete ^ Expansion/Epoxy Anchors Structural Masonry O Sprayed-On Fireproofing I] Designer Specified D Other _ 2. Name(s) of IndMdual(s) or firm(s) responsible for the special inspections listed above: A. coAj-jry^/cr/o^/ •ns^mjg, ^g/ugfruferepaMfi /roc. _ AVfe 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 pnorte beginning work on the job site EsGil Corporation In (PartnersKip with government for (Buiftfing Safety DATE MARCH 27, 2OO3 a ARRUCANT JURISDICTION CARLSBAD Q PLAN REVIEWER a FILE PLAN CHECK NO 03-0833 SET I PROJECT ADDRESS 2687 OCEAN STREET PROJECT NAME SFR ADDITION FOR PATTON 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 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person XI The applicant's copy of the check list has been sent to ENDRE BARTANYI AIA, 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 f \ f* f*Person contacted 6*Ji>K-E Telephone # (85Sr/-?55- Date contacted 3/2 7/03(by ^ ) Fax # Mail -Telephone "^ Fax i/"" In Person 1 REMARKS By AH Sadre Enclosures Esgil Corporation D GA D MB D EJ D PC 3/24 trnsmtldot 9320 Chesapeake Drive, Suite 208 ^ San Diego, California 92123 *• (858)560-1468 ^ Fax (858) 560-1576 CARLSBAD 03-0833 MARCH 27, 2O03 GENERAL PLAN CORRECTION LIST JURISDICTION CARLSBAD PLAN CHECK NO O3-O833 PROJECT ADDRESS 2687 OCEAN STREET ROOM ADDITION = ENCLOSE EXISTING DECKS ON 2ND & 3RD LEVELS = 215 S F DATE PLAN RECEIVED BY ESGIL CORPORATION 3/24 REVIEWED BY Ali Sadre DATE REVIEW COMPLETED MARCH 27, 2003 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 10643, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law • Please make all corrections on the original tracings and submit two revised, stamped & signed sets of plans to The Building Department • 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 • 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? d Yes Q No 1 Please state this project complies with the 2001 CBC which adopts the 1997 UBC, 2000 UPC, 2000 UMC, 1999 NEC & T-24 2 A reminder that structural calculations need to be stamped and signed by the project desmger 3 The floor area of the 3rd level is over 500 s f, it will require a 2nd set of stairs Section 10042 32 CARLSBAD O3-0833 MARCH 27, 20O3 4 Please show the separation of the two stairs is at least 7z the diagonal distance of the area they serve Section 1004 2 4 5 Please show a second set of stairs on 3rd level to continue down to the ground floor Provide complete details of this stair including 8" rise, 9" run and handrail with 1-14" grip portion at 34" to 38" above the nosing of the treads Section 100333 6 Please show nail size and spacing for the floor and roof diaphragms 7 Please show details and references for the Strong Walls on plans 8 Please note on plans that epoxy anchors require Special Inspection 9 Please specify the name & information of the Special Inspector on plans 10 Strong Walls can only be mounted on top of other Strong Walls As shown, they can not be mounted on conventional shear walls per Sheet 6 11 Please verify that Strong Walls can be used in 3-story condition to be implemented in this case I e , verify that they have been tested for this condition 12 Show joists in line with the Strong Walls and specify the straps to drag the force between the walls This information is missing on details per Sheet 9 13 Show %" per foot mm slope for the flat copper roof on plans 14 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 All Sadre at Esgil Corporation Thank you CARLSBAD O3-O833 MARCH 27, 2003 VALUATION AND PLAN CHECK FEE JURISDICTION CARLSBAD PREPARED BY All Sadre BUILDING ADDRESS 2687 OCEAN STREET BUILDING OCCUPANCY R3/U1 PLAN CHECK NO O3-0833 DATE MARCH 27, 2O03 TYPE OF CONSTRUCTION VN BUILDING PORTION LIVING AREA ADD Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 215 CB Valuation Multiplier By Ordinance Reg Mod VALUE ($) 19Q4 UBC Buildma Permit Fee ^ 22,145 $19979 1994 UBC Plan Check Fee $12986 Type of Review I I Repetitive Fee^T] Repeats Comments Complete Review D Other ,—I Hourly Structural Only Hour* Esgil Plan Review Fee $111 88 Sheet 1 of 1 macvalue doc 1 DATE BUILDING PLANCHECK CHECKLIST PLANCHECK NO CB 3-cg33 BUILDING ADDRESS PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER INEERING DEPARTMENT EST VALUE DENIAL The totem y6u have submittedjop-feView has been approved ^fhe_appreva1is based on plans, informmton^and/pr 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 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 EN By FOR OFFICIAL USE ONLY RING 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\BuikJing Plancheck Cklst Form (Generic) doc 1<c o o oc c c E. CL CL n PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB Q5O5J33 Planner Chris Sexton APN Address Ocean Si Phone (760) 602-4624 Net Project DensityType of Project & Use Zoning r\~O General Plan r< H Facilities Management Zone [ DU/AC CFD (in/out) #_Date of participation Circle One Remaining net dev acres (For non-residential development Type of land used created by this permit _ ) Legend [X] Item Complete IT^nem 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 u-^TYPE P DATE (f 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 YESy^-" NO CA Coastal Commission Authority7 YES NO If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402, (619) 767-2370 Determine status (Coastal Permit Required or Exempt) Coastal Permit Determination Form already completed7 YES NO If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log # Follow-Up Actions 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans) 2) Complete Coastal Permit Determination Log as needed Inclusionary Housing Fee required YES NO (Effective date of Inclusionary Housing Ordinance - May 21, 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 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 E'D Policy 44 - Neighborhood Architectural Design Guidelines 1 Applicability YES NO ^ 2 Project complies YES NO Zoning 1 Setbacks Front Interior Side Street Side Rear Top of slope 2 Accessory structure Front Interior Side Street Side Rear Structure separation Required /K")' Required *5' Required Required \U Required setbacks Required Required , \ S Required N^ ^/. Required j/' ~f\ Required •/ Shown ,J7 ' , g Shown fj£j? /-£&> ~i\ Shown Shown £&> /"" jpT£ Shown ^ — 'J/^ Shown Shown v^ Shown ^ ) ^X^ Shown /-j-\ Shown / 3 Lot Coverage 4 Height Required Required Shown Shown 5 Parking Spaces Required cX. Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown rota n K r\ \^Additional Comments W l\)!Tv.OA-/ S_ i ,(.-iddi i \ w-, /V\D -fj^. ^ i j__ / r<teT k. 9M n-f ^^. [MeiA/ AS)Ol\vO • .cDC,. ^A^J/ <^ oH^A^Ju--/r^ j, 1 / x . ^A-W. (jL /" li(M/(ff) $Jw OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 STRUCTURAL CALCULATIONS Patton Residence 2687 Ocean St. Carlsbad, CA Endre Bartanyi, A I.A. Architect 1321 Stratford Court Del Mar, CA 92014 Phone No: 858-755-6005 March 21,2003 INDEX BASIS OF DESIGN , D-l,D-2 FLOOR DESIGN F-l,F-2 LATERAL DESIGN L-l through L-4 BASIS OF DESIGN Loads Roof Live Loads 20 PSF Floor Live Loads 40 PSF Structural Steel A-36 Lumber DF Larch Wind Basic wind speed 70 MPH Pressure Coefficient 12 Exposure B Seismic Seismic Zone 4 Use Simplified Static Lateral Force Procedures Near Source Factor Seismic Source <10 KM Soil Maximum Soil Bearing Pressure 1,000 PSF JOB. endre bartanyi a.i.a. archived 1321 Stratford court • del mar • ca 92014 phone 619»755»6005 SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF_ DATE_ DATE. 2< 8 <•>!(* Li- 2x 5*. 5 /, 5 2> r >, 0 2,3 3,5 -fao / .fr , 8 o ;<9 ! o P&F FBGDUGT 2M 1 :S .igls Sieffii; 2C= I (Fic:e31 JOB. endre bartanyi a.i.a. archifecf 1321 Stratford court • del mar • ca 92014 phone 619«755e6005 SHEET NO . CALCULATED BY_ CHECKED BY SCALE DATE. DATE. </s.r i/v £7*i ES 3/7 15,. 3777 r 5.5V 1,5 M - 1/4- PRODUCT :K 1 fi;r; a Stesi 20 JOB.F-t endre bartanyi ai.a architect 1321 Stratford court • del mar • ca 92014 phone 619"755«6005 SHEET NO .OF_ CALCULATED BY_ CHECKED BY SCALE DATE. DATE_ i'f n.3 f * 377 \B\ 718 7,18 (58o* (10) V = PROOLCI :D41 (Sirji Sleelsi ?05 i (F!;cjdi JOB.L-i endre bartanyi ai.a archited 1321 stratford court • del mar • ca 92014 phone 619-755-6005 SHEET MO .OF_ CALCULATED BY_ CHECKED BY SCALE. DATE. DAJE' r.• • ' ' V**;-~V 'i .• '• j /--.'i^l'"". . S.v . LATERAL DESIGN WIND P= Ce Cq Qs Iw Method 2- Basic wind speed 7£> mph Exposure /2» hmax 2, 7 ft Ce .72 ca /.3 qs /2-^ Iw / P= tl-0 DSf Wind Loads W ,™f — P Y trih hoinht — /^Z W 3rd - P x tnb. height - / 4 W 2nd fir = P x tnb. height = / 'I Roof We!qht p5r ' Diaphraam- '2? . (^*X'S Exterior wall = B ri>F (i^O- •< Interior wall = y'"5"1" / ^o' ^ 3rd Floor Weight psf, < Pvtfi»nor \A/r^ll ~~" fj f li& >C ^? 2nd Floor Weight «^ Extenorwgll = — " — T-A—.,,-,. T.urM — fi / 6 4 «. 4^\ Total Seismic Dead Load: W Base Shear, V = P(W) = 3l,\5& s. SEISMIC. V = 25CaIW VASD = V i ^ ^ R 1 4 (,4- Zone = ^ Z= ,4 Seismic source distance = <• 1 0 km Seismic source type = ^ Na = Near source factor = ( , 2- Soil Profile Type = 5 p Ca = • 4-4- N <5(... . 5" 2"ft 1= 1.0 R= s-.s p= i.(^? v= 0> 17! JAJ psf x f.5 ft= 5*4- pjf psfx ^ ft= 10 B olf psf x •=? ft = 10 R olf J p ?! , , = /^ , 3<^o Ibs 4 '; ^^5 S?2A ^^;= ^ /5^ Ibs 4- ) Tp'fb ' = 3',o&O Ibs Total = 2-5 ,k>\ n Ibs '5-') P.P., = / 5, ^.P ibs ) 4- /5 ( /2 * 7 ) = / ^, 76 ^ ibs f xT / 6Z x £/i-\ ' = ^?, 5"<P^- Ibs Total = Jf >"6>4 Ibsf 1 = /5i/^ ibs p^ = /5, 75o ibs - 8 ^ -t.fr *.(!M + - 4-3 /#/£,)= 2j 2.3^- Ibs ftt^-^ Total = 3/( / 36? Ibswfrtl/ ' = 1(,I56 ibs ./7f = I5.5B& ibs TODC; St I (Sinsi! Ehsss) 205.1 (Pand!! JOB. i - C— endre bartanyi a.i.a. architect 1321 Stratford court • del mar • ca 92014 phone 619«755-6005 SHEET NO .OF_ CALCULATED BY_ CHECKED BY SCALE DATE. DATE. Seismic Lateral Distribution Level Roof 3rd Floor 2nd Floor I Wx (Ibs) 2£,bl8 /;'4 4-/9-<r t\,ftb hx (ft) 17 ye> 1 Wx hx (Ibs-ft) te3l,b$b to(<\t133. Ify £24 1,511,1 tit Wx hx Wi hi % .4-3 ,31 .'8 10 F Px = Wx h.x V Wi hi to 1 o rL (>0 7^ 2,aosr Ax (ft) 11?) 0 Itto ^00 vs = F P.V/AX (psf) 5.4-4 4-,c!4- ^ U 1. Mm Depth of Structure for Seismic to Govern = wx/ vx (Wind/Seismic) Roof = £&- 3rd (&8 2nd = / O O psf/. .psf/,psf =34. .ft _ft ft PRODUCT !CS 1 iSingie Slefis) 2351 (Padec) JOB_ endre bartanyi ala archived 1321 Stratford court • del mar • ca 92014 phone 619«755»6005 SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. V =2- 3 '4/77 /'- a 5 e. $'*' ^ ('2J/2. t 7.5 )// I 77- - <-- ib&o' ^^>^^ ^ B!>ii ^locsicij!: PPOi)JCT20< ; (Si-.J! Stein !05 ' (Psicui JOB.L-4- endre bartanyi a.i.a. architect 1321 stratford court • del mar • ca 92014 phone 619-755»6005 SHEET NO OF CALCULATED BY_ CHECKED BY _ SCALE _ DATE. DATE. C o/u O 7' - ^4~~T s ' •f f:3/V ^^ f,= p r s ITS 4 x. /. 73 2-"H )-5" g>% 2. 77 5, kf 7 7/6 /3 75 -7-51 ^ 75 X . 78x - PROOuCT 20; 1 iSjKM 5l-ee:ii ,':)i i (Pads:! STRUCTURAL CALCULATIONS Patton Residence 2687 Ocean St Carlsbad, CA Endre Bartanyi, A.I.A. Architect 1321 Stratford Court Del Mar, CA 92014 Phone No: 858-755-6005 March 21,2003 INDEX BASIS OF DESIGN D-l,D-2 FLOOR DESIGN F-l to F-2 LATERAL DESIGN L-l to 1-4 BASIS OF DESIGN D-l Loads Roof Live Loads Floor Live Loads 20PSF 40PSF Structural Steel Lumber A-36 DF Larch Wind Basic wind speed 70 MPH Pressure Coefficient 12.6 Exposure B Projected Area Method Seismic Seismic Zone 4 Use Simplified Static Lateral Force Procedures Soli Maximum Soil Bearing Pressure 1,000 PSF JOB.A D-l endre bartanyi a.i.a. archied 1321 Stratford court • del mar • ca 92014 phone 619»755«6005 SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. 2*. 8 2x Ix. 4 StVOS fi- /, 5 2, f >, O 3,5 2,-SL /, 5 2,5" -fo.o 5" 2 . '0 8 0 PRODUCT Z0« 1 iS'ngis Stels) 205 1 (Paccrii JOB. endre bartanyi a.i.a. archived 1321 Stratford court • del mar • ca 92014 phone 619»755«6005 SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. = 15 M -'*- I '"' 83 75, USE Jr 2777 K4- 5,5' .5' /fe M = _z- >c PRODUCT 204 '• ;STjl; Si-elsi 2C; I i'adsdl endre bartanyi ai.a architect- 1321 Stratford court • del mar« ca 92014 phone 619«755»6005 JOB. SHEET NO . CALCULATED BY_ CHECKED BY SCALE F-t OF_ DATE. DATE. 2-4o 377 101 Ft,!* 718 M ^4- £5.I! 4- It. r~ ~— i i_L_l~~A ~ v• = (580 •*- JOB.L-i endre bartanyi ai.a architect 1321 Stratford court • del mar • ca 92014 phone 619-755-6005 SHEET NO .OF_ CALCULATED BY_ CHECKED BY SCALE. DATE. DATE . LATERAL DESIGN WIND: SEISMIC. P=CeCaqsIw V = 25CaIW VA R Method ^ Zone = Basic wind speed 70 mph Z = Exposure & Seismic source distance = hmax 2, 7 ft Seismic source type = Ce « 72 Na = Near source factor = Ca /' ^ Soil Profile Type = qs }1-& Ca= * 4-4- M Iw / I = R = P= IV-O osf p= . Wind Loads W ™>f = P x tnb. heiaht = /^ psf x f . 5 ft = W 3'd - P x tnb. heiaht = / £ psf x ^ ft = W 2nd flr= Px tnb height = ('I psf x 3 ft = \ Roof Weiaht pc/? , ' ' . Diaphraam = • -? ( ^ ^ *. £? / »^< , . — Exterior wail- B*'*f (Wo\ 4') + f5 (12.* i^SJ- Intenor wall = 7f'^'" f no' ^ 4- ) fP^ ' = Total = 3rd Floor Weight ^^ • K Diaphragm = //2- (_ &4 >^ 15 } \~f,f = Exterior wall- 8 ( Ito x 8 ' ) •>- 15 (ll * 9 } Intenorwall= 8 / HO"*- s/i,\ + £ / 6>Z* %/z^\ - Total = 2nd Floor Weight ,.r< Extenorwall= ,~ '' — . ^ - Tntcan/^r \A/^ill — n 1 h P )*- A*~ \ *t~ ft 1 ~7/ *T7^r) I *^ w 3 ' ^^7 I ~~inier ivJf WUM u ,lu, f *• ^ J ^I*^_/^^'T "-* /&-y •PHA- ^ Total = Total Seismic Dead Load: W = Base Shear. V = P(W) = ^iJT& * , 171 - 1.4 (.4- 4 ,4 <-\0 km ^7(, *2. 5r\ ^ . 5 2 ft !. o S.5 |,£> o.ni w, £+ pif /08 pit / 0 R plf /> , ^60 Ibs ^/ /5"^ Ibs 2>,0&O Ibs 2-5 ,k>l n Ibs / 5, / 1.^ ibs /^, 7S& |bs ±?, 5VP4* Ibs 34^0+ Ibs /5i /^ Ibs 15. 780 ibs 2,2.3^ ibs 5 / / 36» Ibs ^/J5a !bs 15, JS 8 ibs JOB. endre bartanyi aia archited 1321 stratfcrd court • del mar • ca 92014 phone 619«755»6005 SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF OATE. DATE. Seismic Lateral Distribution Level Roof 3rd Floor 2nd Floor I Wx (Its) 25>m *,** 1I,M hx (ft) 2? if, 1 Wx hx (Ibs-ft) *«/.«* *,<,17Z l«e| £24 /, ST/, I ft Wx hx Wi hi .4-3 .31 •'* l.O F px = Wx hx V Wi hi ^ 7 o 1. t*7< 2,8o? Ax (») /«»o MO loo Vx = F px/Ax (psf) 5,4^ *.<* 5. 1/ Mm Depth of Structure for Seismic to Govern = wx/ vx (Wind/Seismic) Roof = '?4~ plf/ ^' ^"4 psf = li 3rd = /og osf/ ^'^^ psf= ^/. 2nd = /06 Dsf/ 3. 0 osf= 24,!1 ft ft ft 5g(fMi6 PRO-DUCT 2041 (Singl! ShsMS! 205-1 IFjsce]! JOB. endre barfanyi a.i.a. archifecf SHEET NO OF_ , „_ ,, , , __ CALCULATED BY DATE.1321 Stratford court • del mar • ca 92014 phone 619«755»6005 CHECKEDBY DATE. SCALE V = 6t^-4-rvr ( /£>/£ V 7,5 ) 15' - l?+<» * J1. = 5. / 7,5'J^M/^r . /, i; 5- E. V - •^ | 77- JOB. endre bartanyi ala archsteci- 1321 Stratford court • del mar • ca 92014 phone 619»755«6005 SHEET NO CALCULATED BY CHECKED BY SCALE OF DATE. DATE. i / .. SfcJ * /A ~f-~ 3? zfh'C " r = couro Tr/' " 2. -7 7 7/&'1 gg x 7» < 7.5 6PSF x. ^ FR03'JCT !G4 • iSnqs Sheas! 205 1 i?3Cd!i: Mar 04 03 09:18a SIMPSON STRONG TIE ENG 7148796413 p.2 SIMPSON SIMPSON STRONG-TIE COMPANY, INC. The Worlds "No Equar Timber Connector Company 260 N Palm Street • Brea, California 92821-2870 Phone 800/999-5099 March 3 1,2003 A.ndie Baiion vi 1321 StratibidCt DelMar, Ca920l4 RE Stacked Strong Walls The following letter serves as clarification regarding the effect of 2 story stacked Strong Walls, which are not at the lower 2 levels of a structure Strong Walls may be used in this configuration provided the specifier evaluates the following conditions sa) Proper shear transfer shall be made to the lower level shear elements b) Compression post capacities need to be checked at the lower levels, for combined overturning and gravity loads, m accordance \vith the governing Code equations c) Assuming the tension rod continues down to the foundation, the additional rod elongation of the lower levels would need to be added to the drift (shown in the ICBO report) of the Strong Wall panels This total drift shall not exceed Code drift Drifts at lower design shears, than shown in the ICBO report, maybe linearly proportioned to a lower value relative to the design shear Please feel free to call for any additional clarification or assistance Sincerely, SIMPSON STRONG-TIE CO , INC FS Ricaido Are\alo S E Simpson Strong Wall Engineer JOB. endre bartanyi a.i.a archived 1321 Stratford court • del mar • ca 92014 phone 619-755-6005 SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. FHODUC! 2C4 • iSing't stesisi MS 1 iPacdeqi JOB_ endre bartanyi ala architect 1321 Stratford court« del mar • ca 92014 phone 619»755*6005 SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF_ DATE. DATE.4-6 - fM 'AfM "70 0 7 2.7 '2. 7" €,7" PRODUCT !G< ' (Snf.= SreslJi 205 i IFidMM JOB. endre bartanyi a.i.a. archied 1321 stratford court • del mar • ca 92014 phone 619"755»6005 SHEET NO .OF_ CALCULATED BY_ CHECKED BY SCALE DATE. DATE.4-6-0? A 4-G _Ft /Ve JLc Ji, 01. f , IA -47" .ADDITION WORKSHEET Page l ADD Prcnect Title EXISTING AND NEW Date.. 03/19/03 14:50:51 Project Address 2687 OCEAN ST. ******* . CARLSBAD, CA *v6.01* Documentatxon Author... David Sosna ******* Building Permit # Sosna Energy Consulting 5390 Reservoir Drive Plan Check / Date San Diego, CA 92115 619-698-0566 Field Check/ Date Climate Zone 07 ' Compliance Method MICROPAS6 v6.01 by Enercomp, Inc. MICROPAS6 v6.01 File-03022E Program-ADDITIONS User#-MP0354 User-Sosna Energy Consulting Run-03022EN ADDITION/ALTERATION WORKSHEET - COMPUTER PERFORMANCE EXISTING File Name 03022E - 03022E Conditioned Floor Area 2460 sf Standard Design Energy Use. 7.47 kBtu/sf-yr Proposed Design Energy Use. 48.44 kBtu/sf-yr NEW (EXISTING PLUS ADDITION/ALTERATION) File Name 03022EN - 03022EN Conditioned Floor Area 2675 sf Standard Design Energy Use. 7.41 kBtu/sf-yr Proposed Design Energy Use. 41.78 kBtu/sf-yr FLOOR AREA RATIO Existing New Floor Area Floor Area 2460 /2675 Floor Area Ratio = 0.920 DESIGN ENERGY USE FOR NEW (EXISTING PLUS ADDITION/ALTERATION) Floor Addition/ New Area Existing Existing Alteration Standard Ratio Proposed Standard Design 7.41 + 0.920 x ( 48.44 -7.47) =45.09 Note: If (Existing Proposed - Existing Standard) is negative, this difference is set to zero. ADDITION/ALTERATION ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Addition/ Alteration Design Proposed Design Compliance Margin New 45.09 41.78 3.31 *** Addition/Alteration complies with Computer Performance *** SD COMPENSATION NSURANCE PO BOX 807, SAN FRANCISCO,CA 94101-0807 FUND CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ISSUE DATE 11-01-02 POLICY NUMBER 1041833 - O2 CERTIFICATE EXPIRES 11-01-03 CITY OF VISTA ATTN: BUILDING DEPARTMENT P.O. BOX 1988 VISTA CA 92083 JOB ALL OPERATIONS This is to certify that we have issued a valid Workers' Compensation insurance policy in a form approved by the California Insurance Commissioner to the employer named below for the policy period indicated This policy is not subject to cancellation by the Fund except upon 30 days' advance written notice to the emplo/er We will also give you 30 days' advance notice should this policy be cancelled prior to its normal expiration This certificate of insurance is not an insurance policy and does not amend, extend or alter the coverage afforded by the policies listed herein Notwithstanding any requirement, term, or condition of any contract or other document with respect to which .this certificate of insurance may be1 issued or may pertain, the insurance afforded by the policies described herein is subject to all the terms, exclusions and conditions of such policies. /VlsK^^tt "/ - PRESIPRESIDENT EMPLOYER'S LIABILITY LIMIT INCLUDING DEFENSE COSTS $1,OOO,OOO OO PER OCCURRENCE STANDARD EXCLUSION INDIVIDUAL EMPLOYERS AND HUSBAND AND WIFE EMPLOYERS ARE NOT ELIGIBLE FOR BENEFITS AS EMPLOYEES UNDER THIS POLICY ENDORSEMENT #2065 ENTITLED CERTIFICATE HOLDERS' NOTICE EFFECTIVE 11/01/02 IS ATTACHED TO AND FORMS A PART OF THIS POLICY EMPLOYER LEGAL NAME VOLEY RENNER CONSTRUCTION 208 S NARDO AVE SOLANA BEACH CA 92075 RENNER, VOLEY WOLFGANG AND RENNER, LINDA fTHIS DOCUMENT HAS A BLUE;PATTERNED,BAGKGROUND- •PRIMTFD 1O-17-Q? SCIFll 0265 (REV,',2-01).';