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Home My WebLink About2332 DANA CT; ; CB002024; Permit10/17/2000 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 CB002024 Building Inspection Request Line (760) 602-2725 2332 DANA CT CBAD RESDNTL 1675323100 $90,356 00 0 0 Sub Type Lot# Construction Type Reference # Structure Type Bathrooms RAD 0 VN BJORNDAL RES-922 SF 2ND STRY ADDITION-REG RM/OFFICE Status Applied Entered By Plan Approved Issued Inspect Area Ong PC# Plan Check# ISSUED 05/25/2000 RMA 10/17/2000 10/17/2000 Applicant SUZAN & BRYAN BJORNDAL 2332 DANA CT CARLSBAD CA 92008 729-8673 Owner SUZAN & BRYAN BJORNDAL 2332 DANA CT CARLSBAD CA 92008 729-8673 1522 a.0/17 00 0001 01 C-PKMT 02 710.-45 Total Fees $1,088 69 Total Payments To Date $378 24 Balance Due $71045 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 $581 91 Meter Size $0 00 Add'l Reel Water Con Fee $378 24 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $9 04 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 LFMZ Transportation Fee $0 00 Sidewalk Fee $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Housing Impact Fee Housing InLieu Fee $0 00 Master Drainage Fee $0 00 Sewer Fee TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $6900 $2000 $3050 $000 $000 $000 $000 $1,08869 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 of which you have previously been given a NOTICE similar to this or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 1 PROJECllNFORMAflON FOR OFFICE USE ONLY PLAN CHEC EST VAL Plan Ck Deposit Validated By. Date Address, (include Bldg/Suite #)Business Name (at this address) Legal Lot No Subdivision Name/Number Unit No Phase No Total # of units "Proposed Use f~ Description of Work SQ FT #of Stories tt of Bed Name "3 APPLICANT C] Contractor Address *TAgent for Contractor City I A^ '•: t ::^;*;;;;*:: •••• '| Agent forjOwner State/Zip Telephone #Fax # Name 5 CONTRACTOR COMPANY NAME (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law [Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions 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]) Name State License # Address License Class City State/Zip City Business License # Telephone # Designer Name Address City State/Zip Telephone State License # 6 WORKERS COMPENSATION ;^v .,...., J} ...•"*" •"""" ., ...""'".. ,.:...'••'""'"" <•.."., " " - ¥ , .«^: " Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations n 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 I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for which this permit is issued My worker s compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) 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 ($100 000) in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE DATE 7 DOWNER BUILDER DECLARATION::: - ^ -pr : ;;::i: ,.A 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) |~] | 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~1 YES FlNO 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 SECTIONTFOR/KW/TfSVDfiVTMi BUILDING PERMITS ONLY*;;; ...."" & :™ Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration form or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act? Q YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' O YES l~l NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? G YES d 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.- i«-fe::"'.: ""' ;;^;"i, -'"•'•• J-L"":« |::*t: !'f'":'"".. ,. 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 'APPLICANtrCERTIFICATION «* ,J I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5 0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is no/cpmmenced 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 camnfienced for a peripcLof MSpdays (Section 106 4 4 Uniform Building Code) APPLICANT S SIGNATURE fwZJLjJLJ f~ 0 d A .»A.dt-&^~^ DATE WHJE File YELLOW Applicant PINK Finance City of Carlsbad Bldg Inspection Request For 05/25/2001 Permit# CB002024 Title BJORNDAL RES-922 SF 2ND STRY Description ADDITION-REC RM/OFFICE Type RESDNTL Sub Type RAD Job Address 2332 DANA CT Suite Lot 0 Location APPLICANT SUZAN & BRYAN BJORNDAL Owner BJORNDAL BRYAN T&SUZAN K TRS Remarks Inspector Assignment SR Phone 7605197775 Inspector Total Time Requested By MARTY CD 19 29 39 49 Entered By BARBARA Description Act Comments Final Structural \tT G&Q. C^VJvC^JJ^*^ A-<CS-U^ ^& V ^OC^O Final Plumbing \ Final Electrical I VFin?ii Mechanical i Associated PCRs PCR00198 ISSUED PCR00243 ISSUED Inspection History Date 03/05/2001 02/28/2001 02/28/2001 02/23/2001 02/23/2001 02/23/2001 02/20/2001 02/20/2001 02/20/2001 02/12/2001 02/05/2001 02/02/2001 01/17/2001 12/18/2000 12/01/2000 Description 33 Service Change/Upgrade 17 Interior Lath/Drywall 1 8 Exterior Lath/Drywall 14 Frame/Steel/Bolting/Welding 16 Insulation 24 Rough/Topout 14 Frame/Steel/Bolting/Welding 34 Rough Electric 44 Rough/Ducts/Dampers 14 Frame/Steel/Boltmg/Weldmg 13 Shear Panels/HDs 13 Shear Panels/HDs 1 5 Roof/Reroof 1 1 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers Act AP AP AP AP AP AP CO AP AP CO AP CO AP AP AP Insp SR SR SR SR SR SR SR SR SR SR GG SR SR RB SR Comments 200 AMP SERVICE OK LIST OF APPROVED CORRECTIONS ATTACHED NEED ENGINEERING FIX ON RAFTER STRAPS LIST OF CORRECTIONS ON THE JOB SITE NEEDS STRAPS / NAILING/AND A35 AS PER ON DRYPACK DONE ON 11/30 PLAN City of Carlsbad Bldg Inspection Request For 05/25/2001 Permit# CB002024 Inspector Assignment SR 11/30/2000 11 Ftg/Foundation/Piers AP SR OK TO POUR 11/13/2000 21 Underground/Under Floor AP SR SOILS REPORT ATTACHED 11/13/2000 22 Sewer/Water Service AP SR City of Carlsbad Bldg Inspection Request For 02/23/2001 Permit# CB002024 Title BJORNDAL RES-922 SF 2ND STRY Description ADDITION-REC RM/OFFICE Type RESDNTL Sub Type RAD Job Address 2332 DANA CT Suite Lot 0 Location APPLICANT SUZAN & BRYAN BJORNDAL Owner BJORNDAL BRYAN T&SUZAN K TRS Remarks Inspector Assignment SR Phone 7607296532 Inspector Total Time Requested By MARTY Entered By CHRISTINE CD Description 16 Insulation IAJ Act Comments v\\ Q Associated PCRs PCR00198 ISSUED PCR00243 ISSUED Inspection History Date 02/20/2001 02/20/2001 02/20/2001 02/12/2001 02/05/2001 02/02/2001 01/17/2001 12/18/2000 12/01/2000 11/30/2000 11/13/2000 11/13/2000 Description 14 Frame/Steel/Bolting/Welding 34 Rough Electric 44 Rough/Ducts/Dampers 14 Frame/Steel/Bolting/Welding 13 Shear Panels/HDs 13 Shear Panels/HDs 15Roof/Reroof 1 1 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers 21 Underground/Under Floor 22 Sewer/Water Service Act CO AP AP CO AP CO AP AP AP AP AP AP Insp SR SR SR SR GG SR SR RB SR SR SR SR Comments NEED ENGINEERING FIX ON RAFTER STRAPS LIST OF CORRECTIONS ON THE JOB SITE NEEDS STRAPS / NAILING/AND A35 AS PER ON DRYPACK DONE ON 11/30 OK TO POUR SOILS REPORT ATTACHED PLAN From Steven D Weber To Marty Rombotis Date 2/20/01 Time 3 56 24 PM Page 2 of 2 STEVEN D. WEBER ARCHITECT February 20, 2001 City of Carlsbad Building Inspection Dept Re Bjorndal Remodel/Addition Plan Ck #00-2024 Building Inspector Per inspection by the Architect and approval there of- Per Section C, Detail 15/D1 the framing of roof rafters has changed to a lap of each roof rafter with a mm of 3 - 16d per rafter lap This is as strong or stronger than strapping per the detail Sincerely, Steven D Weber 793O LA CAPELA PL CARLSBAD CA 92OO9 City of Carlsbad Bldg Inspection Request For 02/20/2001 Permit# CB002024 Title BJORNDAL RES-922 SF 2ND STRY Description ADDITION-REC RM/OFFICE Type RESDNTL Sub Type RAD Job Address 2332 DANA CT Suite Lot 0 Location APPLICANT SUZAN & BRYAN BJORNDAL Owner BJORNDAL BRYAN T&SUZAN K TRS Remarks Inspector Assignment SR Phone 7607296532 Inspector Total Time Requested By MARTY Entered By CHRISTINE CD Description Act Comments 14 Frame/Steel/Boltmg/Weldmg Date 02/12/2001 02/05/2001 02/02/2001 01/17/2001 12/18/2000 12/01/2000 11/30/2000 11/13/2000 11/13/2000 ^ Associated PCRs PCR00198 ISSUED PCR00243 ISSUED Inspection Historv Description 14 Frame/Steel/Bolting/Weldmg 13 Shear Panels/HDs 13 Shear Panels/HDs 15Roof/Reroof 11 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers 21 Underground/Under Floor 22 Sewer/Water Service Act CO AP CO AP AP AP AP AP AP Insp SR GG SR SR RB SR SR SR SR Comments LIST OF CORRECTIONS ON THE JOB SITE NEEDS STRAPS / NAILING/AND A35 AS PER PLAN ON DRYPACK DONE ON 11/30 OK TO POUR SOILS REPORT ATTACHED •f •-> PROJECT NAME. A^ 10 _ ENGINEER CONTRACTOR: JAMES E. LAMBERT, C.W.I. 504 Change Grove Avenue Vista, CA 92064 Phone (760)724-7826 Pax (760) 724-1675 BLDG PERMTT. C & I a INSPECTION DATE / - *M''-b,•„ ^ ^ * ,-L A REMARK*: A €. ,<\ icJ CERTIFICATION ft A £* f 06 City of Carlsbad Bldg Inspection Request For 12/18/2000 Permit# CB002024 Title BJORNDAL RES-922 SF 2ND STRY Description ADDITION-REC RM/OFFICE Inspector Assignment SR Type RESDNTL Sub Type RAD Job Address 2332 DANA CT Suite Lot 0 Location APPLICANT SUZAN & BRYAN BJORNDAL Owner BJORNDAL BRYAN T&SUZAN K TRS Remarks DRYPACK INSPECTION Phone 7607296532 Inspector Total Time Requested By MARTY Entered By CHRISTINE CD Description 11 Ftg/Foundation/Piers Act Comments Associated PCRs PCR00198 ISSUED Inspection History Date Description 12/1 /2000 11 Ftg/Foundation/Piers 11 /30/2000 11 Ftg/Foundation/Piers 11/13/2000 21 Underground/Under Floor 11/13/2000 22 Sewer/Water Service Act Insp Comments AP SR DONE ON 11/30 AP SR OK TO POUR AP SR SOILS REPORT ATTACHED AP SR ,i PROJECT NAME ENGINEER.( C k CONTRA 2TOR 8LDG PERMIT C 'I t|!INSPECt!ON DATE JAMES E. LAMBERT, C WI 504 Orange Grove Avenue Vista. CA 92064 Phone (760)724-7826 Fak (760)724-1675 i INSPECTION FJEPORT 6 REMARKS 73 yg- Cartfkartort of Comptalnca Al) and the untfprm buikfing code SIGNATURE CERTIFfcAflON fr unless othenviee noted City of Carlsbad Bldg Inspection Request For 11/13/2000 Permit# CB002024 Title BJORNDAL RES-922 SF 2ND STRY Description ADDITION-REC RM/OFFICE Type RESDNTL Sub Type RAD Job Address 2332 DANA CT Suite Lot 0 Location APPLICANT SUZAN & BRYAN BJORNDAL Owner BJORNDAL BRYAN T&SUZAN K TRS Remarks Inspector Assignment Phone 7607296532 Inspector OP>Q\< Total Time CD Description 21 Underground/Under Floor 22 Sewer/Water Service Act Comments ftP Requested By MARTY Entered By CHRISTINE rrr Associated PCRs Inspection History Date Description Act Insp Comments g>) GEOCON INCORPORATED PROJECT NAME figt«T«gUI PROJECT NO FIELD MEMO MEMO NO CORRESPONDING FIELD REPORT NO SUBJECT.a r?/ 059 «J> tirt&aia atfe U an Dr /ra8 ft" M i<® )#» $,uE>s6e»s>r'al etnc&ri GL en ff DISTRIBUTION SUPERINTENDENT (CUENTP FOREMAN (CONTRACTOR) JOB TRAILER OTHER YES NO ON ATIVE DATE TIM / IX IXIX / RSS 6960 FLANDERS DRIVE SAN DIEGO CALIFORNIA 92121 2974 • PHONE (858) 558 6900 FAX (858) 558 6159 INCORPORATED PROJECT NAME ' • COMPACTION TEST SUMMARY PROJECT NUMBER CORRESPONDING FIELD REPORT No TEST No TEST DATE LOCATION ELEV (FEET) RELATIVE COMP REMARKS 13.3 a 'y COMMENTS 91 ^Of{\ r» •*,Z 5J" ^ SD SM SL WM WL JT SO Bsw WB AC Storm Drain Sewer Main Sewer lateral Water Main Water lateral Joint Trench Subgrade Base Sidewalk Wall Backfill Asphaltrc Concrete DISTRIBUTION l/^, IS t,l~pkwpaixitf^ ryteft tea t*ir\ SUPERINTENDENT 4GUHij3^a « fag, r$^ fit** faa •)-, s FOREMAN (CONTRACTOR) ' JOB TRAILER OTHER Yes P No GEOCON REPRESENTATIVE DATE 6960 FLANDERS DRIVE * SAN DIEGO. CALIFORNIA 92121-2974 » PI-IONL (619) 558-6900 * FAX (619) 558-6159 n \wpjob\typ\field\TI07CTfrm (1/95) Sheet of GEOCON INGORP..O RATED ' -5. fj^^'IP GEOficHNICAL CONSULTANTS 6960 FLANDERS DRIVE • SAN DIEGO CALIFORNIA 92121 2974 • TEL (619) 558 69OO • FAX (619) 558 6159 FOUNDATION OBSERVATION REPORT PROJECT NAME LOCATION PROJECT NO d/el i lion DATE FOUNDATION LOCATION (if not entire building) __ PLAN FILE NO FOUNDATION TYPE CONVENTIONAL 'D POST TENSIONED PERMIT NOS D ADDITIONAL OBSERVATION REQUIRED W SUBSTANTIAL CONFORMANCE • PURPOSE OF OBSERVATION ^03*Verify soil conditions exposed are similar to those anticipated O Verify footing excavations extend to minimum depth recommended in soil report D Verify foundation reinforcement complies with minimum recommended in soil report D Verify slab reinforcement sand bedding and moisture barrier comply with minimum recommended in soil report D Verify footings have been extended to an appropriate bearing strata D Other '. • APPLICABLE SOIL REPORT : Lai TITLE (JJal^.ornea • SOIL REPORT RECOMMENDATIONS BASED ON D Expansion Condition D VERY LOW ^Oj Fill Geometry _ D Other DATE D LOW D MEDIUM D HIGH D VERY HIGH • MINIMUM FOUNDATION RECOMMENDATIONS ff Footing Depth D 12 Inches D 18 Inches D 24 Inches OTHER "3^i faW €> Footing Reinforcement DNo4T&B D2-No4T&B D2-No5T&B D Post-Tensioned OTHER Interior Slab Reinforcement D 6x6-10/10 D 6x6-6/6 D No 3@24lnches D No 3@18lnches D Post-Tensioned Slab Bedding Material and Thickness _______ ..... Vapor Barrier . _____ Foundation Width • OBSERVATIONS*/>Z^ Substantial conformance with Soil Reports (see "Purpose of Observation ) D Substantial conformance with Foundation Plans Identify ... D Other. • COMMENTS NOTE IT IS ASSUMED THAT ALL FOOTING EXCAVATIONS WILL BE CLEANED OF LOOSE MATERIAL PRIOR TO PLACING CONCRETE AND THAT THE SOIL MOISTURE CONTENT WILL BE MAINTAINED FIELD COPIES TO GEOCON REPRESENTATIVE EsGil Corporation In Partnership with government for 'BuiCd.ing Safety DATE 08/31/00 a APPLICANT JURISDICTION Carlsbad a PLAN REVIEWER Q FILE PLAN CHECK NO OO-2024 SET III PROJECT ADDRESS 2332 Dana Court PROJECT NAME Room Addition for Bjorndal Residence The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to 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 Appointment-Applicant hand carried plans to City REMARKS By Ray Fuller Enclosures LOG Esgil Corporation D GA D MB D EJ D PC 08/31/00 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 EsGil Corporation In ^Partnership with, government for 'Building Safety DATE 08/21/00 JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 00-2024 SET II PROJECT ADDRESS 2332 Dana Court PROJECT NAME Room Addition for Bjorndal Residence 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 Steven Weber 7930 La Capela Carlsbad, Ca 92008 Esgil Corporation staff did not advise the applicant that the plan check has been completed [Xj Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Steven Weber Mflf^ , Telephone # (760) 753-8486 Date contacted ^?Z-f (by T5 ) - u<*^ Fax # Mail^ Telephone — Fax In Person REMARKS By Ray Fuller Enclosures Esgil Corporation D GA D MB D EJ D PC 08/14/00 tmsmtldot 9320 Chesapeake Drive, Suite 208 ^ San Diego, California 92123 ^ (858)560-1468 * Fax (858) 560-1576 Carlsbad OO-2O24 II 08/21/OO RECHECK PLAN CORRECTION LIST JURISDICTION Carlsbad PROJECT ADDRESS 2332 Dana Court DATE PLAN RECEIVED BY ESGIL CORPORATION 08/14/00 REVIEWED BY Ray Fuller PLAN CHECK NO OO-2O24 SET II DATE RECHECK COMPLETED 08/21/OO 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 recheckmg, 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 00-2O24 II 08/21/00 The items listed below are from the previous list These remaining items have not been adequately addressed The remarks in bold are to emphasize the remaining problem 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, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438- 1161 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 Provide calculations for mam vertical and horizontal framing members and footings Section 106 3 3 A moment frame was proposed for this project The connection of the moment frame is referencing detail A/D2 The detail is unclear as it is noted to see pad per plan and no pad footing is provided Clearly show location of the base plate to the foundation Show distance from top of slab to top of base plate Show dry packing, leveling nuts etc 19 Detail 4x10 cantilevered beams at bay windows to include the intersection of the 4X beams and attachment of 4x to walls It is still unclear to me if 4 X's are to be cantilevered also (if so detail how attached to the steel beam ) or if moment frame is to be cantilevered as shown in G/D2 For clarity the moment frame's should be shown on plans with a section view for both and then each of details shown on D2 referenced to appropriate locations Specify the size of studs and spacing for detail D/D2 Detail call outs noted on sheet 5 did not print very well Hard to read some See for example the 4x 12 ridge beam where appears to be 5/D1 instead of 15/D1 20 Specify how room addition is being heated Access hole cannot be located in a bedroom or bathroom when accessing a FAU • 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 Ray Fuller at Esgil Corporation Thank you EsGil Corporation In Partners flip uritfi. government for DATE 06/07/00 OJPPLICANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 00-2024 SET I PROJECT ADDRESS 2332 Dana Court PROJECT NAME Room Addition for Bjorndal Residence 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 | 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 Steven Weber 7930 La Capela Carlsbad, Ca 92008 ? Verify Address/Zip Code 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 Steven Weber U rt] Telephone # (760) 753-8486 Date contacted cJifo* (by ^ j Fax # Mail ^/Telephone \/ Fax In Person REMARKS By Ray Fuller Enclosures Esgil Corporation D GA D MB D EJ D PC 05/30/00 trnsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 Carlsbad OO-2O24 06/07/00 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO 00-2024 PROJECT ADDRESS 2332 Dana Court FLOOR AREA Addition 922 JURISDICTION Carlsbad STORIES 2 HEIGHT 19 REMARKS DATE PLANS RECEIVED BY JURISDICTION 05/25/00 DATE INITIAL PLAN REVIEW COMPLETED O6/O7/OO DATE PLANS RECEIVED BY ESGIL CORPORATION 05/30/00 PLAN REVIEWER Ray Fuller 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 OO-2O24 06/07/OO • 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, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1161 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 When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit Please review Section 106 3 5 Please complete the attached form • GENERAL RESIDENTIAL REQUIREMENTS 3 Sleeping rooms shall have a window or exterior door for emergency escape Windows must have an openable width of 20" Note minimum 20 " openable width required for 2' casements in office Section 310 4 . EXITS 4 Note maximum drop is 1" for out swinging door at bottom of stairs on sheet 1 • ROOFING 5 Show the required ventilation for attics 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 Carlsbad OO-2024 06/07/OO • FOUNDATION REQUIREMENTS 6 Per City of Carlsbad requirements Provide a copy of the project soil report prepared by a California licensed architect or civil engineer The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804 7 In Seismic Zone 4, each site shall be assigned a near-source factor Identify this value in the soils report and on the plans Section 1629 4 2 8 Investigate the potential for seismically induced soil liquefaction and soil instability in Seismic Zones 3 and 4 Section 1804 5 9 Note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value Section 106 3 3 10 Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report) 11 Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan Section 1806 6 12 If required, show size, embedment and location of hold down anchors on foundation plan Section 106 3 3 • FRAMING 13 Provide calculations for bearing studs over 10 ft in height Note size , spacing and grade of studs per calculations 14 Provide truss details and truss calculations for this project Specify truss identification numbers on the plans If truss layout provided instead of numbers on plans then layout to be stamped and signed by engineer 15 Provide calculations for mam vertical and horizontal framing members and footings Section 106 33 a) Provide calculations for lateral loads, shear panels, shear transfer and related Section 106 3 3 The project does not qualify for conventional framing as braced panels are not shown with 8 ft of braced lines and When braced wall lines do not occur in two perpendicular directions 16 Please show in the calculations how the redundancy was determined, per Section 1630 1 1 Carlsbad OO-2024 06/07/00 17 If the Simplified method is used to determine seismic loads, please show compliance with Section 1629 8 2 and 1630 2 3 a) When soil properties are not known in detail, Type SE shall be used in Equation 30-11 for Seismic Zones 1, 2A and 2B, otherwise Type SD shall be used 18 In Seismic Zone 4, aspect ratios are limited to 2 1 for wood shear panels Table 23-ll-G If pier method used to reduce height to width ratio this must be detailed and referenced to all applicable locations 19 Detail 4x10 cantilevered beams at bay windows to include the intersection of the 4X beams and attachment of 4x to walls • MECHANICAL (UNIFORM MECHANICAL CODE) 20 Specify how room addition is being heated If extending ducts show that the existing FAU is capable of heating an additional 900 sg ft • ELECTRICAL (NATIONAL ELECTRICAL CODE) 21 Show on the plan the amperage of the electrical service Is existing service 200 amps'? • CITY OF CARLSBAD REQUIREMENTS 22 All new residential buildings, including additions, require a soils report An update letter is required if the report is more than 3 years old If a room addition is less than 1000 sq ft in area and only one story, then a soils report is not required Under this condition, Esgil staff should advise the City (upon final transmittal) to place their "soils notice" stamp on the plans • 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 rj No Q • 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 Ray Fuller at Esgil Corporation Thank you Carlsbad OO-2024 06/07/00 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION 2^? PLAN CHECK NUMBER i Cfl 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 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 conJtwWNnject located at the site listed above ir's/Architect s Seal Here Signed 1 List of work requiring special inspection Soils Compliance Prior to Foundation Inspection Q Field Welding Structural Concrete Over 2500 PSI Q High Strength Bolting Prestressed Concrete Structural Masonry Designer Specified Expansion/Epoxy Anchors Sprayed-On Fireproofmg Other 2 Name(s) of mdividual(s) or firm(s) responsible for the special inspections listed above 3 Duties of the special inspectors for the work listed above <jr 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 00-2024 06/07/00 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PREPARED BY Ray Fuller BUILDING ADDRESS 2332 Dana Court BUILDING OCCUPANCY R3 PLAN CHECK NO 00-2024 DATE 06/07/00 TYPE OF CONSTRUCTION VN BUILDING PORTION Addition Air Conditioning Fire Sprinklers TOTAL VALUE BUILDING AREA (Sq Ft) 922 922 VALUATION MULTIPLIER 9200 300 VALUE ($) 84,824 2,766 87,590 n 199 UBC Building Permit Fee [X] Bldg Permit Fee by ordinance $ 56858 n 199 UBC Plan Check Fee [X] Plan Check Fee by ordinance $36957 Type of Review IX! Complete Review Q Structural Only Q Hourly O Repetitive Fee Applicable Q Other Esgil Plan Review Fee $ 295 66 Comments Sheet 1 of 1 macvalue doc 5100 City of Carlsbad Public W0fks — Engineering BUILDING PLANCHECK CHECKLIST PLANCHECK NO CBDATE _C^ BUILDING ADDRESS _ PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER /£ ~) - £~3 2- —: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved The approval is based on plans information and/or specifications provided in your submittal therefore any changes to these items after this date including field modifications must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to build Dk Right-of-Way permit is required prior to construction of the following improvements EST VALUE %O 7 DENIAL Please see the attached report of deficiencies marked with D Make necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review By By By Date Date Date By // FOR OFFICIAL USE ONLY ( /ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT, Date / ATTACHMENTS D Dedication Application D Dedication Checklist D Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application fj Right-of-Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet ENGINEERING DEPT CONTACT PERSON Name KATHLEEN M FARMER City of Carlsbad Address 1635 Faraday Avenue Phone (760) 602-2741 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract A-4 1635 Faraday Avenue • Carlsbad, CA 92OO8-7314 • (76O) 6O2-2720 • FAX (760) 602-8562 BUILDING PLANCHECK CHECKLIST SITE PLAN (ST/ ^--^D/ 3RD/ Q Q 1 Provide a fully dimensioned site plan drawn to scale Show At""North Arrow (^Property Lines & Proposed Structures *E Easements Street Improvements |t^T5ght-of-Way Width & Adjacent Streets c^Dnveway widths 2 Show on site plan vA"Dramage 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 Jfainage of 2% to swale 5' away from building " Existing & Proposed Slopes and Topography 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 DISCRETIONARY APPROVAL COMPLIANCE Q Q 4a Project does not comply with the following Engineering Conditions of approval for Project No Q Q Q 4b All conditions are in compliance Date H VNORDVARMER\KATHY\MASTERS\Building Plancheck Cklsl BP0001 Form KF doc Q Q BUILDING PLANCHECK CHECKLIST DEDICATION REQUIREMENTS 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 $ , pursuant to Carlsbad Municipal Code Section 18 40 030 Dedication required as follows ~ Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 1/2" 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 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 $ , 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 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 1840 Please submit a recent property title report or current grant deed on the property and processing fee of $ 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 H \WORD\FARMER\KATHY\MASTERS\Building Plancheck Cklst BP0001 Form KF doc BUILDING PLANCHECK CHECKLIST A st/ ond/ qrd/ Q Q Q 6c Enclosed please find your Future Improvement Agreement Please return agreement signed and notarized to the Engineering Department Future Improvement Agreement completed by Date Q Q Q 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code Q Q Q 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) Q Q 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 Q Q Q 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) Q Q 7d No Grading Permit required A/fl CA Q Q Q 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS Q Q 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, tiemg into public storm dram, sewer and water utilities Right-of-Way permit required for H WORD\FARMER\KATHY\MASTERS\Building Planctieck Cklst BP0001 Form KF doc BUILDING PLANCHECK CHECKLIST ist/ Q Q Q Q Q Q Q 9 A SEWER PERMIT is required concurrent with the building permit issuance fee is noted in the fees section on the following page The 10 INDUSTRIAL WASTE PERMJT 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 153, for assistance Industrial Waste permit accepted by Date 11 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 12 Q Required fees are attached Q-xNo fees required 13 Local Facilities Management Zone Transportation Fee Agmt Signed 14 Additional Comments H \WORD\FARMER\KATHY\MASTERS\BuikJing Plancheck Cklst BP0001 Form KF doc a-G- PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB Address ^533.Ct Planner Paul Godwin APN Phone (760) 602-4625 Type of Project & Use £>Fr\ Zoning (X ft-lo.°OOGi General Plan CFD (m/niitt Circle One .Date of participation Net Project Density DU/AC _ Facilities Management Zone __j Remaining net dev acres (For non-residential development Type of land used created by this permit ) Legend Item Complete Environmental Review Required DATE OF COMPLETION YES Item Incomplete - Needs your action TYPE Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval Discretionary Action Required APPROVAL/RESO NO PROJECT NO YES NO TYPE DATE OTHER RELATED CASES Compliance with conditions or approval7 If not, state conditions which require action Conditions of Approval Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES CA Coastal Commission Authority? YES NO NO If California Coastal Commission Authority Contact them at - 3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725, (619) 521-8036 Determine status (Coastal Permit Required or Exempt) Coastal Permit Determination Form already completed? If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log # YES NO Follow-Up Actions 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans) 2) Complete Coastal Permit Determination Log as needed H \ADMIN\COUNTER\BldgPlnchkRevChklst T\D Inclusionary Housing Fee required YES NO (Effective date of Inctusionary 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 UPDATE1) 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 | I |~~] 2 Provide legal description of property and assessor's parcel number Zoning || 1 Setbacks Front Interior Side Street Side Rear Required Required (>'~(> Required •— Required \S' 30Shown Shown j'"j Shown •— Shown fS7" Front Interior Side Street Side Required ructure separation Required Shown n•-•^ Shown Shown r5 n X I | 3 Lot Coverage Q] 4 Height Required Required ==- 4 O [ | 5 Parking Spaces Required Guest Spaces Required Additional Comments Shown Shown Shown Shown Q 3 llo iftci ensur«i -VUaf iU g- proposed <acjd O \-o KJOT 1\/OT OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H \ADMIN\COUNTER\BldgPlnchkRevChklst DATE PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST o raO a- o r ro Plan Check No CB OO3LO9.4 Planner Paul Godwin APN Address £532 Ct Phone (760) 602-4625 Type of Project & Use SFr\ Zoning JXft-\o.OQOCL General Plan CFD fin/nut) #_ Circle One _Date of participation Net Project Density DU/AC _ Facilities Management Zone 1 Remaining net dev acres o§ (For non-residential development Type of land used created by this permit ) Legend Item Complete Item Incomplete - Needs your action I | | | 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/PESO NO PROJECT NO YES NO TYPE DATE OTHER RELATED CASES Compliance with conditions or approval7 If not, state conditions which require action Conditions of Approval | | | I Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO A CA Coastal Commission Authority? YES NO If California Coastal Commission Authority Contact them at - 3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725, (619) 521-8036 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 H \ADMIN\COUNTER\BldgPlnchkRevChklst Inclusionary Housing Fee required YES (Effective date of Inclusionary Housing Ordinance May 21 1993 NO Data Entry Completed? YES NO (A/P/Ds Activity Maintenance enter CBff toolbar Screens Housing Fees Construct Housing Y/N Enter Fee UPDATE1! Site Plan I I 1 Provide a fully dimensional site plan drawn to scale Show North arrow, property lines, easements, existing and proposed strgptures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines I | 2 Provide legal description of property and assessor's parcel number Zoning 1 Setbacks Front Interior Side Street Side Rear Required Required {'-f Required •— Shown QO Shown i "(, Required \3>7 | | | | | I 2~~~Aceess£rvstructure setbacks Shown Shown \3/ uired—.—. Require Front Interior Side Street Side _—— Required ructure separation Required 3 Lot Coverage >r/ i— i r— i 2 LJ LJ 4 Height Required Required Spaces Required Shown Shown Shown ^2H;Shown Shown 3 Guest Spaces Required Shown — Additional Comments provide -V\A<1 -Co Un I -VUaf -iUe. prc^oscj O /"s *.II MOT be. of O~T a. $>ec.or\^KJ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H \ADMIN\COUNTER\BldgPlnchkRevChklst DATE GEOCON INCORPORATED GEOTECHNICAL CONSULTANTS Project No 06286-31-03 July 14, 2000 Bryan and Sue Bjomdal 2332 Dana Court Carlsbad, California 92008 Subject BJORNDAL RESIDENCE ADDITION 2332 DANA COURT LOT 44, RISING GLEN DEVELOPMENT CARLSBAD, CALIFORNIA UPDATE GEOTECHNICAL REPORT Dear Mr and Mrs Bjorndal In accordance with our proposal LG-00350 dated June 7, 2000, and your authorization, we herein submit our update geotechmcal report for the subject project The scope of services included a site visit and a review of previous geotechmcal reports for the site This report presents our findings, \J conclusions, and recommendations regarding the geotechmcal aspects of constructing the building addition as proposed The purpose of this study was to review the soil and geologic conditions in the vicinity of the building addition, and provide geotechmcal engineering information for use in design and construction To aid in performing this update report, the following was reviewed Final Report of Testing and Observation Services During Mass Grading Operations for Rising Glen, Carlsbad, California. Geocon Incorporated, February 20, 1987 (Project No D-2981-M05) The referenced report encompasses the mass grading operations for the subject lot and surrounding subdivision The site visit included an observation of the proposed building addition footprint and surrounding improvements Additionally, the soil within the footprint of the proposed addition was hand-probed to perform a qualitative evaluation of the depth of soil disturbance due to landscape activities In general, the soil probed relatively loose to a depth of approximately 12 inches The recommendations presented in this report are based on an analysis of the data presented in the referenced report and our experience with similar soil and geologic conditions The site currently consists of a single-family residence located on Lot 44 within the Rising Glen (now called Brentwood Heights) development m the City of Carlsbad, California Grading of the lot occurred in 1986 in conjunction with the overall grading operations for the Rising Glen development The property is a fill lot with the rear of the building pad located at the top of an approximately 100- 6960 Flanders Drive • San Diego California 92121 2974 • Telephone (858) 558-6900 • Fax (858) 558-6159 foot-high fill slope It is understood that the existing residence was constructed roughly 12 to 13 years ago A pool, spa, and existing flatwork surrounding the pool, are located in the backyard Two, approximately 1 5-foot-high, cobblestone-faced planter walls are located on the southeast side of the pool, near the top of the slope and roughly parallel to the northwest property line A hairline to 1/16- mch crack was observed in the crack control joints surrounding the spa Three cracks with separations from % to 3/4 inch were observed within the cobblestone wall located southeast of the pool One crack with a separation of approximately '/z inch was observed in the cobblestone wall located in the vicinity of the northwest property line An approximately 1,200 square-foot two-story addition (600-square-foot footprint) is proposed adjacent to the southeast side of the existing residence The roughly triangle-shaped addition will be extended to within approximately 7 feet of the top of the slope Due to the height of the fill slope, and the relatively close proximity of the addition to the top of the slope, deepened foundations are recommended for the building addition as discussed in Conclusions and Recommendations Based on a review of the referenced geotechmcal report, the building pad is underlain by compacted fill soil consisting of sandy clay and silty to clayey, fine- to medium-grained sand The fill soil is underlain by dense sandstone of the Santiago Formation Due to its generally loose condition, the upper approximately one foot of the fill soil beneath the grass will require remedial grading as discussed m the ConclusiotiS-and^Recommendations portion of this report The soil was identified in the referenced report asviavmg a low expansion potential as defined by the Uniform Building Code (UBC) Table 18-I-B ^ —-* A review of geologic literature and our experience with the soil and geologic conditions in the general area indicate that no active faults are located within the property boundaries The nearest known active fault is the offshore portion of the Rose Canyon Fault, located approximately 6 miles southwest of the subject site The Rose Canyon Fault is capable of generating the largest maximum credible site acceleration Estimated Maximum Credible and Maximum Probable peak site accelerations are 0 32g and 0 16g, respectively In view of the dense/compacted nature of the fill soil underlying the site and the lack of near-surface groundwater, the potential for liquefaction within the property limits is considered very low Because the proposed addition will be constructed in close proximity to the top of the approximately 100-foot-high fill slope, a discussion of potential risks is in order Slopes that are comprised of clayey soils, such as the slope at the rear of the this residence, can, under certain conditions be subject to a phenomenon called "lateral fill extension" or "lateral slope relaxation " Generally this involves the saturation or soaking of the fill soils over time, usually from irrigation water, resulting m subsequent movement of the top of the slope down and out from its original position This condition tends to be more pronounced at the top of the slope, becoming less prevalent the farther back from the edge of the building pad that construction occurs A typical recommendation provided by Geocon Project No 06286-31-03 - 2 - July 14, 2000 Incorporated for newly graded slopes is to construct improvements a distance behind the top of the slope equal to a minimum of 1/3 the height of the slope In this case, that would be a minimum of approximately 35 feet from the top of the slope This is not considered possible based on the configuration of the existing residence It should be noted that the setback recommendation typically applies to newly constructed slopes and the existing embankment may have already undergone a large portion of the ultimate relaxation In this regard, however, some risk associated with building within the zone affected by this phenomenon exists Accordingly, future cosmetic maintenance may be necessary Our observations of the cracks within the cobblestone walls indicate that some lateral fill extension may have already occurred Because the addition is proposed within 7 feet of the top of the slope, foundation recommendations have been provided to include additional reinforcing steel and greater foundation widths and depths Recommendations are also provided to structurally connect the addition to the existing foundation system It has been our experience that this is typically accomplished by doweling into the existing system using reinforcing steel and a structural resin It is critical that an appropriate connection system be designed by the project architect or engineer and that adequate field quality control be provided to assure proper construction The following recommendations are provided to reduce the potential for damage to occur to the addition due to lateral fill extension or settlement CONCLUSIONS AND RECOMMENDATIONS I 0 General II It is the opinion of Geocon Incorporated that no soil or geologic conditions exist at the site that would preclude the construction of the building addition as presently planned, provided that the recommendations of this report are followed 1 2 The subject site is underlain by compacted fill soil and sandstone of the Santiago Formation The fill was placed and compacted m late 1986 and early 1987, and was tested and observed during placement by Geocon Incorporated as discussed in the previously referenced geotechmcal report The upper approximately one foot of fill has been disturbed by landscaping and irrigation, therefore, recommendations follow for recompactmg the upper one foot of fill Project No 06286-31-03 -3- July 14,2000 2 0 Grading 2 1 Grading at the site should be in accordance with the Recommended Grading Specifications provided in Appendix A and the City of Carlsbad Grading Ordinance Where the recommendations of Appendix A conflict with this section of the report, the recommendations of this section shall take precedence 2 2 Site preparation should begin with the removal of all deleterious material and vegetation (including grass, tree stumps and roots) within the area of proposed improvement The removed material should be properly disposed of and should not be used as fill material at the site The depth of removal should be such that material exposed is relatively free of organic matter 2 3 After removal of unsuitable materials as described above, the upper approximately one foot should be processed and recompacted to at least 90 percent of maximum dry density at approximately 2 percent over optimum moisture content, as determined in accordance with ASTM Test Procedure D 1557-91 The processing should be accomplished by thoroughly scarifying the soil to provide a uniform acceptable moisture content prior to applying compactive effort In the event that unsuitable soils are observed to extend deeper than approximately one foot, the depth of processing may be increased The site should then be brought to final subgrade elevation with structural fill compacted in layers In general, soils native to the site are suitable for re-use as fill if free from vegetation, debris and other deleterious material Layers of fill should be no thicker than will allow for adequate bonding and compaction Fill materials near and/or below optimum moisture content will require additional moisture conditioning prior to placing additional fill Overly wet soil will require drying and/or mixing with drier soils to facilitate proper compaction 2 1 Seismic Design Criteria 2 1 1 The following table summarizes site specific seismic design criteria obtained from the 1997 Uniform Building Code (UBC) The values listed in Table 2 1 are for the Rose Canyon Fault (located approximately 6 miles southwest of the site) which is identified as a Type B fault Project No 06286-31-03 4- July 14,2000 TABLE 2 1 SEISMIC DESIGN PARAMETERS Parameter Seismic Zone Factor, Z Soil Profile Type Seismic Coefficient, Ca Seismic Coefficient, Cv Near-Source Factor, Na Near-Source Factor, Nv Seismic Source Design Value s 040 SD 044 064 10 10 B UBC Reference Table 16-1 Table 16-J Table 16-Q Table 16-R Table 16-S Table 16-T Table 16-U 30 3 1 32 33 34 35 Foundations The project is suitable for the use of continuous strip footings and isolated spread footings Continuous strip footings should be at least 16 inches wide The footings should extend at—— . _^ least 3 feet below the lowest adjacent grade Isolated spread footings should be at least 2 feet square and extend at least 3 feet below the lowest adjacent grade Isolated spread footings which are located beyond the perimeter of the addition and support structural elements connected to the building should be connected to the foundation system with _grade beams- An acceptable alternative to a conventional foundation system would be the use of a post- tensioned slab and foundation system Specific design parameters or recommendations for a post tensioned slab can be provided if desired The minimum reinforcement of continuous strip footing should consist of four No 6 steel bars placed horizontally in the footings, twojiear thetop and two nearthejjottprh Thesteel remforcemenTfofThe spreacTfooting should be designed by the project structural engineer The recommended concrete reinforcement presented above is based on soil characteristics only and is not intended to be in lieu of the reinforcement required for structural loading An allowable beanng pressure of 2000 psf (pounds per square foot) is recommended for foundations designed as discussed above This value is for dead plus live loads and may be increased by one-third when considering transient loads due to wind or seismic forces The foundations, designed as recommended above, are anticipated to have an estimated total settlement of 1 inch and differential settlement across the addition of !/2 inch Project No 06286-31-03 -5-July 14, 2000 3 6 All footing excavations should be observed by a representative of Geocon Incorporated prior to placing reinforcing steel or concrete to witness that the excavations are in compliance with recommendations and the soil conditions are as anticipated 3 7 Lateral loads may be resisted by a passive pressure equivalent to that generated by a fluid weighing 300 pcf If the ground surface is not covered with concrete or asphalt the upper 12 inches of the soil profile should not be included in the calculation of the passive pressure A coefficient of 0 35 may also be used to calculate the resistance to sliding along the concrete/ soil interface These values are presented as allowable values having incorporated a factor of safety of 1 5 3 8 The foundation system for the proposed addition should be structurally connected to the existing building foundation 4 0 Concrete Floor Slab 4 1 The interior floor slab should be at least 5 inches thick and be reinforced with No 4-i=^ -, 3 reinforcing bars placed 16 inches on center, m,.both directions The reinforcing bars shoulcr be placed on chairs at the slablnid-pomt 4 2 The slab should be underlain by at least 3 mchesofclean sand 43 If the interior floor slab will receive moisture-sensitive floor covering, or will be used to store moisture-sensitive materials, or where migration of moisture through the slab is undesirable, it should be underlain by a suitable vapor barrier placed at the mid-point of the sand layer recommended above 4 4 Crack-control joints should be provided within the slab The spacing of the crack-control joints should be no greater than 12 feet 4 5 Presaturation of subgrade soil is not deemed necessary prior to placing concrete, however, soil that is to receive concrete should be sprinkled with water as necessary to maintain a moist condition as would be expected m any such concrete placement 4 6 The recommendations of this report are intended to reduce, not prevent, the potential for cracking of concrete slabs Even with the incorporation of the recommendations of this report, foundations, stucco, and at-grade concrete slabs may still exhibit cracking due to shrinkage of the concrete during curing The occurrence of shrinkage cracks is independent of the supporting soil characteristics The potential for shrinkage cracks may be reduced by limiting the slump of the concrete, proper placement and curing of the concrete, and the construction of crack-control joints Project No 06286-31-03 ^6~- July 14,2000 5 0 Drainage 5 1 Adequate drainage provisions are imperative Under no circumstances should water be allowed to pond adjacent to footings The building pad should be properly graded to insure that water is directed away from foundations and concrete slabs and into controlled- dramage devices 6 0 Limitations and Uniformity of Conditions 6 1 The recommendations of this report pertain only to the site investigated and are based upon the assumption that the soil conditions do not deviate from those disclosed in the investigation If any variations or undesirable conditions are encountered during construction, or if the proposed construction will differ from that anticipated herein, Geocon Incorporated should be notified so that supplemental recommendations can be given The evaluation or identification of the potential presence of hazardous or corrosive materials was not part of the scope of services provided by Geocon Incorporated 6 2 This report is issued with the understanding that it is the responsibility of the owner, or of his representative, to ensure that the information and recommendations contained herein are brought to the attention of the architect and engineer for the project and incorporated into the plans, and the necessary steps are taken to see that the contractor and subcontractors carry out such recommendations in the field 6 3 The findings of this report are valid as of the present date However, changes in the conditions of a property can occur with the passage of time, whether they be due to natural processes or the works of man on this or adjacent properties In addition, changes m applicable or appropriate standards may occur, whether they result from legislation or the broadening of knowledge Accordingly, the findings of this report may be invalidated wholly or partially by changes outside our control Therefore, this report is subject to review and should not be relied upon after a period of three years Project No 06286-31-03 -7- July 14 2000 If you have any questions regarding this report or if we may be of further service please contact the undersigned at your convenience Very truly yours, GEOCON INCORPORATED David B Evans CEG 1860 MEE DBE dmc (2) Addressee (4) Mr Steven D Weber, Architect Michael E Embick GE 2462 Project No 06286-31-03 July 14, 2000 City of Carlsbad Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit The City will not issue any building permit without a completed school fee form Project Name Building Permit Plan Check Number- Project Address APN Project Applicant (Owner(s) Name(s)) Project Description Building Type Residential Number of New Dwelling Units Square Feet of Living Area in New Dwelling Second Dwelling Unit Square Feet of Living Area in SOU Res Additions Comerc/ Ind Net Square Feet New Area Cj 9 *2— Square Feet Floor Area City Certification of Applicant's information CajlsBatfUnified School District S01 Pine Ave Carlsbad CA 92009 (729-9291) Date DISTRICTS WITHIN THE CITY OF CARLSBAD San Marcos Unified School District 215MataWay San Marcos CA 92069 (736-2200) ^ncmitas Union School Disji Ransb-SantaTe Rd Encmitas, CA 92024 (944-4300) San Dieguito Union High School District 710 Encmitas Blvd Encmitas, CA 92024 (753-6491) Certification of Applicant /Owners The person executing this declaration ( Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/ developer of the above described project(s) or that the person executing this declaration is authorized to sign on behalf of the Owner Signature Date 2075 Las Palmas Dr • Carlsbad, CA 92OO9-1576 • (76O) 438-1161 • FAX (76O) 438-O894 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school distnct(s))*************************************************************************************************** THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED SCHOOL DISTRICT The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District The City may issue building permits for this project SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT toifMM ^S^ff^^ DATE 10 fn Ion PHONE NUMBER /r 11/28/2000 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR00198 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title 2332 DANA CT CBAD PCR 1675323200 Lot# 0 $0 00 Construction Type NEW BJORNDAL RES-REV MOMENT FRAME Status Applied Entered By Plan Approved Issued Inspect Area ISSUED 11/14/2000 RMA 11/22/2000 11/28/2000 Applicant STEVE WEBER 760 753-8486 Owner BJORNDAL BRYAN T&SUZ/SS3S1RS28/00 0002 01 CGR2332 DANA CT CARLSBAD CA 92008 02 55 = 00 Total Fees $5500 Total Payments To Date $000 Balance Due $5500 Plan Check Revision Fee $5500 FINAL APPROVAL Inspector 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 of which you have previously been given a NOTICE similar to this or as to which the statute of limitations has previously otherwise expired NOV-14-2000 TUE 03: (0 PR CITY OF OMLSBAD FAX Ha m Wt 8S5d P 0? «WYMT APfUCATW* CITY OF CARLSBAD 1636 FftfMtfty AM,, PO* OPftOf UU OWLY Pt-V* CHECK M Mpttt «|tf «M««m«. prtv m in MO d l)« MM (Mft tv IM « DM W«rt l*r whWl *W tf •kM IMM|L ttjt ttMtti tpte iiMvt ^ MB^HL i JH^A UHMM UMV flVpp 11^ IH^F !• ** •M ANftwMM fiMt IW *k i t awt M #i«vto* »n*a» M •• 1MMW OMMMkiMMM MMfem l«* «• «•«(. IM 1 H»M x«^> U va O U«KMM« B» MKK PWIM M AM«; «V *>"• «wm •ok » y393M a iS 91 000S/fI/CT EsGil Corporation In "Partners dip with government for 'SuiUing Safety DATE 11/21/OO Q APPLICANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO PCR 00-198 (00-2024) SET I PROJECT ADDRESS 2332 Dana Ct PROJECT NAME Plan Change for Moment Frames for Bjorndal The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to 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 coptsrcled b Fax # REMARKS 1) Slip sheet 4,5 and D-2 into existing approval sets Ray Fuller llLCorporation GA D MB D EJ D PC (P) 11/16/00 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 4 Fax (858) 560-1576 Date- Time Sent EsGTT Corporation Z» ftrtnertUlp witH Government for Quitting Safety FAX TRANSMITTAL ;o Number of Pages Being Transmitted (Including Fax Transmfttal) To- Phone*. From Hard Copy Mailed'? YES Q NO Q Remarks: 9320 Chesapeake Dnve, Suite 208 • San Diego, California 92123 • (858)560-1463 • Fax (858) 560-1576 TOd 01 VI 0003 M AON 9ZST-095-8S8 x*J NOIlb^OD 1I9S3 EsGil Corporation In Partners/tip with government for $uiUttng Safety DATE; 11/21/00 Q APPLICANT a JURIS JURISDICTION Carlsbad a PLAN REVIEWER HTILE PLAN CHECK NO : PCR 00-198 (00-2024) SET I PROJECT ADDRESS 2332 Dana Ct. PROJECT NAME: Plan Change for Moment Frames for Bjorndal 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 f~] 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. Q] The applicant's copy of the check list has been sent to1 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 Applicant hand carrying plans to the City 0£& fewREMARKS. 1) Slip sheet 4,5 and D-2 into existing approval sets ity, C By Ray Fuller Enclosures. Esgil Corporation GA O MB Q EJ n pC (P) 11/16/00 tmsmtldot 9320 Chesapeake Dnve, Suite 208 * San Diego, California 92 123 4 (858)560-1468 * Fax (858) 560- 1576 TT VI OOOS -- < 1I9S3 Carlsbad PCR 00-198 (00-2024) 11/21/00 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad 2024) PLAN CHECK NO PCR 00-198 (00- DATE: 11/21/00PREPARED BY- Ray Puller BUILDING ADDRESS 2332 Dana Ct. BUILDING OCCUPANCY. R3 TYPE OF CONSTRUCTION VN BUILDING II AREA PORTION (Sq Ft) I Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code CB Valuation Multiplier 1 1994 UBC Building Permit Fee * Reg Mod VALUE ($) 1994 UBC Plan Cheek Fee Type of Review P Repetitive Fee Q Complete Review 5475 D Structural Only 5475 Repeats D Other 0 Hourly 05 Esgil Plan Review Pee 4358 Comments Plan Change for Moment Frames Sheet 1 of 1 macvalue doc £0 d TT 0003 1I9S3 Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-G Paseo Dehcias • P O Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB SHEET NO OF CALCULATED BY CHECKED BY SCALE DATE 6 *» «* DATE 74r—»7"' ;r"^i CD 6) * £ IJAll. or- r ? D AM/HMK 5nut* RISA-2D (R) Version 4 01 Basac Edition Palos Verdes Engineering Job -24-00-413 27520 Hawthorne Boulevard, Suite 130 Page: 14 Palos Verdes Estates, CA 90274 Date 7/01/00 File TJNTITLED Line 1 Moment Frame Joint No Sectio Label COL BM Coord 1 2 3 4 5 6 n Database Shape W12X16 W12X16 X .in *- 0 5 0 5 0 5 M ate C( 000 .500 000 500 000 500 atenal Label STL STL ^ i joint Y 3ordin 0 0 8 8 17 17 ., q Area i y» ^ Oxn £t 4 4 ^oad C t-ooraincii-efci ate Temp 000 .000 .000 000 000 000 As AS 0,2 1,3 71 1 2 1 2 71 1 2 1 2 ombinat:i ons Join erat OTT _ 0 0 0 0 0 0 t ure 00 00 .00 00 00 00 I 1,3 T n "A — -111 t — 2 82 2 82 — I 1 0,2 C — in "A 103 00 103 00 No Description RWPE BLC Fac BLC Fac BLC Fac BLC Fac BLC Fac SSdv 1 DL+LL+EQ No 1 2 3 4 5 6 No 1 2 = = = = = = < UU111C 1J1£ X 0.000 0.000 0 375 0 375 0 548 ipidcemeiicfc Y 0 000 0 000 0.007 -0.008 0 009 0.548 -0 010 C UX v-.tr fa X -2.23 -2 23 Y -10 25 11 18 >, jjv^ i uii+ijij+isy > Rotation 9z -0 00496 -0 00496 -0 00153 -0 00151 -0 00076 -0 00073 1 "HT J.T T j-T?(~\ -^ MotnGrit Mz K~ft — - — 0 00 0 00 Totals -4 46 0 93 Center of Gravity Coords (X,Y,Z) (ft)2 750,13.379,0 000 Member =========< Member Section Forces, LC 1 Joints Section I - J t Axial Shear K K 1- 31 -10 25 2 23 2 -10 25 2.23 DL+LL+EQ >================= Moment --K-ft 0.00 -17 82 RISA-2D (R) Version 4 01 Basic Edition Palos Verdes Engineering 27520 Hawthorne Boulevard, Suite 130 Palos Verdes Estates, CA 90274 Line l Moment Frame Job . -24-00-413 Page. BIS" Date 7/01/00 File UNTITLED ================< Member Section Forces, LC 1 Member Joints Section DL+LL+EQ >================= I - J 4 2 3-51 2 3 2-41 2 4 4-61 2 5 3-41 2 6 5-61 2 Axial K _ — -2 -2 11 11 3 3 0 0 1 1 49 .49 18 .18 04 04 92 .92 .32 32 Shear 1 1 2 2 1 1 -7 -8 -2 -3 27 .27 23 23 32 32 77 14 .49 04 MomentKft- 3 -7 0 -17 4 -7 -21 22 -7 7 92 46 .00 88 12 74 75 00 46 74 ===============< Member AISC Unity Checks, LC 1 Member Joints Unity Shear I - J Chk Loc Chk Loc Fa DL+LL+EQ >=============== 1 2 3 4 5 6 1 3 2 4 3 5 3 5 4 6 4 6 0 0 0 0 0 0 .801 392 914 437 777 283 2 2 2 2 2 2 0 0 0 0 0 0 070 040 071 042 257 096 1 1 1 1 2 2 - -J\.H-L 9 7 9 7 14 14 69 67 .69 67 76 76 Fb "0 -*.O-L 15 13 15 13 20 20 ~ 53 28 53 28 00 .00 c: iiiiii b 00 .00 00 00 00 00 Cm 0 0 0 0 0 0 60 39 60 39 85 85 ASD Eqn Hl-3 Hl-3 HI -2 Hl-2 Hl-2 Hl-2 To Kurt Culver From Pat Kelley Date 11/14/2000 Re Plan Check Revision Kurt - This looks like a minor revision which perhaps could be reviewed quickly by the engineer for the original plan review Please see what you can do to facilitate a timely review Thanks ^nmmCDrn >H O -0 33 s§ 1 og-oo o ° m TJ -n m ....m 5co o ilm 3ow^±-omS> O-*- 2 a ooa^^JS^zpl¥m55> m 01/25/2001 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR00243 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title 2332 DANA CT CBAD PCR 1675323200 Lot# $0 00 Construction Type CB002024 0 NEW BJORNDAL RES/CHANGE 2 HEADERS CHANGE FRAMING & FLOOR JOIST IN KITCHEN Status Applied Entered By Plan Approved Issued Inspect Area Applicant KAMAR BUILDERS INC 325 CARLSBAD VILLAGE DR CARLSBAD, CA 92008 619-729-7911 ISSUED 12/26/2000 CB 01/25/2001 01/25/2001 Owner BJORNDAL BRYAN T&SUZAN K TRS 2332 DANA CT CARLSBAD CA 92008 9920 01'25'01 OOC2 U CGP 3500 Total Fees $5500 Total Payments To Date $000 Balance Due $5500 Plan Check Revision Fee $5500 FINAL APPROVAL Inspector 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 of which you have previously been given a NOTICE similar to this or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 ^<?r^02.^- 1 pWlECT INFORMATION 2-332, i9/U/y? C-T FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Validated By Date Address (include Bldg/Suite <Business Name (at this address) Legal Description Lot NoNo Subdivision Name/Number , L/se Unit No <F/L Phase No Total # of units Assessor s Parcel #2.Exi'sting L/se-TO * rie Proposed UseDen/Li*/**; Description of Work SQ'.ET #of Stories # of Bedrooms # of Bathrooms CONTACT PERSON (if different from applicant) Name ' 3 APPLICANT ontr Address Agent for Contractor Owner Ciy Agent for Owner State/Zip Telephone # Fax #"* Name 4 PROPERTY OWNER Address City State/Zip Telephone # Address City State/Zip Telephone #Name 6 CONTRACTOR COMPANY NAME (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law [Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code I or that he is exempt therefrom and the basts 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]) 37:3 CMLSGAn i/'\(.Aj £>fL £A /1<.S*,AQ £u "fo^X ~7 Name State License * Address License Class R City State/Zip City Business License * Telephone tte tt J )_i II / / / ^^ 'Till <<l°l Designer Name Address City State/Zip Telephone State License # _ 6 WORKERS COMPENSATION Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations 0 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 _0]^— ftiave 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<;>rT7^'J0^ r5-iX/f<<y/^ _ Policy No __ Expiration Date _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) f~l CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this peimit is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 000) in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE __ DATE _ 7 OWNER BUILDER DECLARATION 1 hereby affirm that I am exempt from the Contractor s License Law for the following reason l~l I as owner of the property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) PI 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 contractors) 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 d YES ONO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 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 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 d NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES l~l NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? D YES l~l NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 8 CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code) LENDER S NAME _ LENDER S ADDRESS __ 9 APPLICANT CERTIFICATION I certify that I have read the application and state that the above information is correct and that the infornation 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 stones in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized Dy such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a B^riod of 180yflays« (Section 106 4 4 Uniform Building Code) APPLICANT S SIGNATORE^T^ fjfa* .^Ls^f— __ DATE f2-»— 2-Cy- ' WHITE File YELLOW Applicant PINK Finance EsGil Corporation In '.Pa.rtnersfi.ip With government for 'Bu.ikfing Safety DATE O1/23/O1 OAPPLfCANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO PCROO-243 (OO-2024) SET II PROJECT ADDRESS 2332 Dana Ct. PROJECT NAME Plan Changef Beams & Shear Walls) for Bjorndal Residence The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person X REMARKS 1) Slip sheet revised sheets 5 and D-1 into City and Owners sets By Ray Fuller Enclosures Esgil Corporation D GA LI MB D EJ D PC 01/17/01 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 •* (858)560-1468 + Fax (858) 560-1576 EsGil Corporation In ^Partnership With Qovernment for 'BuihLing Safety DATE O1/O5/O1 a AEEIJCANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO PCROO-243 (00-2024) SET I PROJECT ADDRESS 2332 Dana CT. PROJECT NAME Plan Changes ( Beams & Shear Walls) for Bjorndal Residence 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 2<J The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Marty Rombotis 325 Carlsbad Village Dr Carlsbad, Ca 92008 | | Esgil Corporation staff did not advise the applicant that the plan check has been completed I | Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Marty Rombotis (^.H^ Telephone # (760) 729-7911 Date contacted / /S'/o r (by k^ ) Fax # (760) 729-7912 Mail ^-Telephone u--' Fax *^-Hn Person REMARKS By Ray Fuller Enclosures Esgil Corporation D GA Q MB D EJ D PC 12/27/00 trnsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 4 (858)560-1468 + Fax (858) 560-1576 Carlsbad PCROO-243 (OO-2O24) 01/05/01 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO PCROO-243 (OO-2024) JURISDICTION Carlsbad PROJECT ADDRESS 2332 Dana CT. FLOOR AREA STORIES 2 Addition 922 HEIGHT 19 REMARKS DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION 12/26/00 ESGIL CORPORATION 12/27/00 DATE INITIAL PLAN REVIEW PLAN REVIEWER Ray Fuller COMPLETED 01/05/01 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 PCROO-243 (OO-2O24) 01/05/01 macvalue doc 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, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438- 1161 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 Plans, specifications and calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction Specify expiration date of license 3 Assume that retro hold downs will be required at relocated shear walls Reference detail 5/D1 if this correct and maximum all thread size is % for a HD5A ( 7/8" all thread noted on5/D1) 4 Specify the length of new shear panels and show how complies with height to width ratio Need to either provide lateral calculations for this wall or show length's of existing shear walls and type to verify if equal or better Overturning may need to be addressed depending on previous lengths of walls vs new lengths if shorter lengths are proposed 5 Provide vertical calculation of new beam to include floor, wall and roof loads from above Depending on span of roof members spread footing may be required • 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 • 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 Ray Fuller at Esgil Corporation Thank you Carlsbad PCROO-243 (OO-2O24) 01/O5/01 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad 2024) PREPARED BY Ray Fuller BUILDING ADDRESS 2332 Dana CT. BUILDING OCCUPANCY PLAN CHECK NO PCROO-243 (00- DATE 01/05/01 TYPE OF CONSTRUCTION BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) CB Valuation Multiplier By Ordinance 1994 UBC Building Permit Fee j ^ Reg Mod VALUE ($) 1994 UBC Building Permit Fee $5447 Type of Review D Repetitive Fee ! v Repeats D Complete Review D Other M Hourly 05 Structural Only Hour(s) Esgil Plan Review Fee $4358 Based on hourly rate Comments Plan Change Vz hour Sheet 1 of 1 Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-G Paseo Delicias • P O Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB »«" SHEETNO \OF CALCULATED BYCSc. CHECKED BY SCALE DATE U-2.1 DATE RlOTTTLT '. I? FLIL. - lot PT- SRfcJl* I&.7I' > OA) O Palos Verdes Engineering 613 759 8324 12/21VO0 01i26P P 003 Palos Verdes Engineering Corporation ConsutongStructuml Engine ZSZSSzS^Lma** CHECKED BY 6027-GPftscoDchftas»PO. Box2211 *RanchoSantaFe,CA92067 Telephone (858) 759-2434 »Fto(85X) T59-832* !*JVt-r t A -- PaloSB Verctes EnQinser-ing 613 753 8324 12/21/00 BltZSP P 003 Pales Verdes Engineering Corporation CHECKED BY DATEM27-C P8s«»DeJ}CiM»PO, Box2211 »Rand» SantaFB.CA 92067 Telephone <83S) 7S9-2434 • to (*S») 75M324 - k>7 r^.^\i_^£\c$T"V?*^O<^•^§ JO<tK \^S.CN<^P1^©A)^)^^^^f \^\orr* £K ^ ^W^m C, ^ <Ti Q '-- ~t^ ^-.m ,- CO n ~J '^. -n O I i --- -n! 3)~a r* 0) m O^33 </:•> m&<• ^>5tg x -o m = 2 gi m AJ ro P Dm