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HomeMy WebLinkAbout2243 CORTE CICUTA; ; CB043424; Permit03-16-2005 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 CB043424 Building Inspection Request Line (760) 602-2725 2243 CORTE CICUTA CBAD RESDNTL Sub Type 2552702600 Lot # $50,380 00 Construction Type Reference # 0 Structure Type 0 Bathrooms HEE RES 458 SF 2ND STORY ADD RAD 0 NEW Dhcant HEE JONATHAN M&SHARON , LCORTE CJCJJJA- CARLSBAD CA 92009 FAMILY TRUST 05-28-99 Status Applied Entered By Plan Approved Issued Inspect Area Ong PC# Plan Check* ISSUED 08/31/2004 SB 03/16/2005 03/16/2005 Owner HEE JONATHAN M&SHARON A FAMILY TRUST 05-28-99 2243 CORTE CICUTA CARLSBAD CA 92009 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $357 91 Meter Size $0 00 Add'l Reel Water Con Fee $232 64 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $5 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 Sidewalk Fee $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $000 MECHANICAL TOTAL $0 00 Housing Impact Fee $0 00 Housing InLieu Fee Housing Credit Fee $0 00 Master Drainage Fee $0 00 Sewer Fee Additional Fees TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $4800 $2000 $3050 $000 $000 $000 $000 $000 $000 $694 09 Total Fees $694 09 Total Payments To Date $232 64 Balance Due $461 45 BUILDING PLANS C/IN STORAGE ATTACHED 39<s? 03/io/05 0002 OJ OP CGP 4&1.45 Inspector FINAL APPROVAL Date /*>/Q**Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired ' PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 FOR OFFICE USE DIM PLAN CHECK NO EST VAL Plan Ck Deposit Validated By Address (include Bldg/Suite #)232=64 Description of Work f SO FT #of Stories # of Bedrooms tt of Bathrooms N (if different from fappiicant) Name 3 APPLICANT Address City State/Zip Telephone #Fax tt f I.Contractor Q Agent for Contractor' D Owner D Agent for Owner QEL 33m gggTEL-g/pj-rA- />ya&£4d> Name Address City State/Zip Telephone PROPERTY OWNER AC Name Address City State/Zip Telephone # 5 ICONfRACTOR - COMPANY NAME '. ..... v: ': ..... :>.«;;- J-': ..... : -: ' " " bt '*""' ': (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 PS exempt therefrom, and the basis for the alleged exempjiijn Any violation pf Sec^ujn 7031 .£ by ajjy applicant for a permit subjects the applicant to a civil Reaalty of not more than five hundred dollars [$500Dre than Q Name vj I _ State License # MvD I O 7- ^ AddT&Ssto }O License Class ^ City State/Zip City Business License ff Telephone # Designer Name State License tt Address City State/Zip Telephone •JB' WORKERS'COMPENSATION ' ' ... j- "" :....Jh.i:: . • '::i : "" • '""'" ^m"" "" Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations \~] 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 jPS^ 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 carrua/ and policy number are . Insurance Company .I^WN^Q x"\W\f-j/ Policy No OH to" QQ lQ I * 5 Expiration Date_ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) Q CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (s 100.0004 ir\ additiorpp the cost of compensation, damages as provided for in Section 3706 of the Labor code interest and attorney s fees DATE , 7 I hereby nffinTntint I rim nmmpt fjrinrrthr>f>nntrrirtnr s License Law for the following reason [~l I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) n 'f as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) 0 I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement |~l YES I~|NO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE COMPLETE THIS SECTION FOR «OiV-fl£S/O£/V7Mi BUILDING'PERMITS ONLY " s 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 CH NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' l~l YES [~l NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site' l~l YES l~l NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT a. CONSTRUCTION'LENDING AGENCY ';- ,..,!."- .,,-^":i ,"" * ^" .... ":\ :>« •• I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code) LENDER'S NAME LENDER S ADDRESS 9 APPLICANT CERTIFICATION , ': ... ^.f,- ..f"" "'""" .,•••.' ., lyifclf-8''' ,:.* h. • ,; :i'" . JH; j.."1'' 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 unde the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days frorn the date of such permit or if the building or work authorized by at any time after the work is comi ' APPLICANT'S SIGNATURE ition 106 4 4 Uniform Building Code) is suspended or abandoned DATE 1LOW Applicant PINK Finance City of Carlsbad Bldg Inspection Request For 12/21/2005 Permit* CB043424 Title HEE RES 458 SF 2ND STORY ADD Description Inspector Assignment PD Type RESDNTL Sub Type RAD Phone 6199219232 Job Address 2243 CORTE CICUTA //V? ft* Suite Lot 0 Location Inspector _ APPLICANT HEE JONATHAN M&SHARON A FAMILY TRUST 05-28-99 Owner HEE JONATHAN M&SHARON A FAMILY TRUST 05-28-99 Remarks Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By MIKE Entered By CW Act Comment Comments/Notices/Hold Associated PCRs/CVs Inspection History Date Description 07/25/2005 17 Interior Lath/Drywall 07/25/2005 18 Exterior Lath/Drywall 07/20/2005 16 Insulation AP 07/18/2005 84 Rough Combo AP 07/05/2005 13 Shear Panels/HD's AP PD 05/27/2005 15 Roof/Reroof WC PD 05/27/2005 17 Interior Lath/Drywall WC PD 05/06/2005 11 Ftg/Foundation/Piers AP PD Act Insp Comments AP PD AP PD PD PD EXPOXIED BOLTS OK k City of Carlsbad Bldg Inspection Request For 05/27/2005 Permit* CB043424 Title HEE RES 458 SF 2ND STORY ADD Description Inspector Assignment PD Type RESDNTL Sub Type RAD Job Address 2243 CORTE CICUTA Suite Lot 0 Location Inspect APPLICANT HEE JONATHAN M&SHARON A FAMILY TRUST 05-28-99 Owner HEE JONATHAN M&SHARON A FAMILY TRUST 05-28-99 Remarks Phone 6199219232 Total Time Requested By MIKE Entered By KAREN CD Description Act Comment 14 Frame/Steel/Boltmg/Weldmg /.> Associated PCRs/CVs Inspection History Date Description Act Insp Comments 05/06/2005 11 Ftg/Foundation/Piers AP PD c TONSTRUCTION 1ESTING & JL NGINEERING, INC.E: 2_HHT^!5r ESCONDIDC ] PROJECT NAME \-\ee ^PMcter.Cf ADDRESS 2314^> fcM^ C_\fC\jA f>i<KW,dl ARCHITECT ENGINEER Lc\x-nC\<X F V\ci CONTRACTOR INSPECTION DATE M/91 - <2)5 PLAN FILE BLDG. PERMIT C B> feM"^ *A & L\ OTHER ) • TRACY • CORONA • OXNARD • I INSPECTION REPORT s iivrcturr^'Firf^ivrlINSrE.^ I IO1X ^A C ^ rDNPRFTF ( ) MASONRY ( )PT CONC ( )FiF.i.n wp.i.n ( ) SHOP WELDING ( ) PILE DRIVING ( ) BATCH PLANT ( ) EXP ANCHOR BOTHER EPOXV .ANCASTER • SACRAMENTO PAGE -1- OF 4- CTEJOB# A<7^- ^^nMT REPORT i MATERIAL IDENTIFICATION CONC MIXfl/PSI GROUT MIX#/PSI MORTAR TYPE/PSI REBAR"GR'A'DE V^U A\HhfPf'(fl ST-R-S^iEEL ^ / 55 ' ' MV\V !PO d AK<.VQS%o\.f H S BOLT MAS BLOCK ELECTRODE MATERIAL SAMPLING ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS INSPECTION PERFORMED, JOB PROBLEM, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS Certification of Compliance All work, unless otherwise noted, complies with the approved plans and specifications and the uniform building code NAME (PRINT^ \ \\CERTIFICATIONNO \ KrVl'SIGNATURE GEOTECHNICAL& CONSTRUCTION ENGENEERING TESTING & INSPECTION 2414 VINYARD AVENUE SUITE G, ESCONDIDO, CA 92029 (760) 746-4955 FAX (760) 746-9806 EsGil Corporation In (Partnership with government for Quitting Safety DATE 11/23/04 _ JURIj JURISDICTION Carlsbad ~~O~PLAN REVIEWER a FILE PLAN CHECK NO 04-3424 SET IV PROJECT ADDRESS 2243 Corte Cicuta PROJECT NAME Room Addition for Hee Residence Xj 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 fora complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person ] REMARKS City to slip sheet submitted new S-1 into previous sets — //I' rj By Ray Fuller Enclosures Esgil Corporation D GA D MB D EJ QPC(P) 11/16/04 trnsmtldot 9320 Chesapeake Drive, Suite 208 *• San Diego, California 92123 * (858)560-1468 4 Fax (858) 560-1576 EsGil Corporation In <Partnersfiip witfi government for (Buihfing Safety DATE 1O/28/O4 a APPLICANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 04-3424 SET III PROJECT ADDRESS 2243 Corte Cicuta PROJECT NAME Room Addition for Hee 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 X3 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 John Berry Post Office Box 130684 Carlsbad, Ca 92013 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 John Berry Telephone # (760) 438-2963 Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Ray Fuller Enclosures Esgil Corporation D GA D MB D EJ D PC 10/21/04 tmsmtldot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 * (858)560-1468 4 Fax (858) 560-1576 Carlsbad O4-3424 10/28/04 RECHECK PLAN CORRECTION LIST JURISDICTION Carlsbad PLAN CHECK NO 04-3424 PROJECT ADDRESS 2243 Corte Cicuta SET III DATE PLAN RECEIVED BY DATE RECHECK COMPLETED ESGIL CORPORATION 10/21/04 1O/28/04 REVIEWED BY 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 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 Oarlsbad 04-3424 1O/28/04 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 Truss calculations were received All other previous corrections still apply 1 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92009, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 2 Final sets of plans and any new calculations to be stamped and signed by engineer and /or architect of record also 3 Could not locate where width and depth of footings was noted as well as steel reinforcing Still could not see how this was resolved It appears that existing footings are to be underpinned with 24" x 24" footings What is unclear is the number of bars of steel and placement The left side states 3 #'5'S T&B to extend 7 ft past hold downs Which hold downs- the left side does allow new footings to extend 7 ft past epoxy anchors9 Does this apply to other walls i e Hardy Frame9 If 3 #5's T&B required at rear -why only 1 #5 T&B at the front As shown this is confusing and could cause potential problems in the field at foundation inspection 6 Please provide evidence that the engmeer-of-record (or architect) has reviewed the truss calculation package prepared by others (i e , a "review" stamp on the truss calculations or a letter) Section 106 3 4 1 Response was engineer stamped truss layout Could not locate this 11 Could not locate beam 2 on the plans and beam 3 to be a 4 x 12 per the calculations7 Calculations should include 3 V* ft cantilever and any notches/ripping required for slope Still applies Beam 3 to be a 4 x 12 and plans reflect 4 x10 and should provide calculations for ripped 2 x 12's reflecting cantilever ( 60 #'s live load) • 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 Carlsbad O4-3424 10/28/04 • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans • Have changes been made to the plans not resulting from this correction list? Please indicate Yes Q No a • The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Ray Fuller at Esgil Corporation Thank you EsGil Corporation In (Partnership with government for Quitting Safety DATE O9/21/04 JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 04-3424 SET II PROJECT ADDRESS 2243 Corte Cicuta PROJECT NAME Room Addition for Hee 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 X] The applicant's copy of the check list has been sent to John Berry Post Office Box 130684 Carlsbad, Ca 92013 Esgil Corporation staff did not advise the applicant that the plan check has been completed A] Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted John Berry (U^l) Telephone # (760) 438-2963 Date contacted ^/ZiW (by ^ ) Fax # (7^0) ^^ 29(^3 NlaiL^-^Telephone-^ Fax—^ In Person REMARKS By Ray Fuller Enclosures Esgil Corporation D GA D MB D EJ D PC 09/13/04 trnsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 O (858)560-1468 * Fax (858) 560-1576 Carlsbad O4-3424 O9/21/O4 RECHECK PLAN CORRECTION LIST JURISDICTION Carlsbad PLAN CHECK NO 04-3424 PROJECT ADDRESS 2243 Corte Cicuta SET II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED ESGIL CORPORATION 09/13/04 09/21/04 REVIEWED BY 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 disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law A To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans B The following items have not been resolved from the previous plan reviews The original correction number has been given for your reference In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections Please contact me if you have any questions regarding these items C Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located on the plans Have changes been made not resulting from this list? Q Yes a No Carlsbad 04-3424 09/21/04 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 Truss calculations were received All other previous corrections still apply 1 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92009, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering,, and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engmeenng 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 Final sets of plans and any new calculations to be stamped and signed by engineer and /or architect of record also 3 Could not locate where width and depth of footings was noted as well as steel reinforcing 4 Detail and reference how adding additional anchor bolts at new shear wall locations where existing footings occur and note special inspection required on cover sheet for epoxy hold downs etc Complete attached special inspection form for epoxy anchors and plans should reflect which phases of construction are to be inspected for structural observation per notes on S-1 5 Could not locate the truss calculations for this project Truss numbers to be on the plans 6 Please provide evidence that the engmeer-of-record (or architect) has reviewed the truss calculation package prepared by others (i e , a "review" stamp on the truss calculations or a letter) Section 106 3 4 1 7 Detail and reference all shear locations with a detail showing shear extending to floor/roof sheathing Detail to include edge nailing of roof diaphragm to members below and shear transfer to the top/sill plate's etc Could not locate for example where type and length of shear was noted above the Hardy frames 8 Is a structural truss to be used at the gable end of line 3 on S2 as no structural beam shown tying the two Hardy frames together'? The elevations really don't seem to reflect this pop out? Carlsbad 04-3424 O9/21/O4 9 Specify how obtaining the required minimum 1A inch per foot deck slope for drainage i e ripping, sleepers, slope framing etc If ripping, note maximum taper cut and calculations to reflect this and if sleepers detail attachment to floor joist 10 The elevation seems to reflect a structural roof projection at the 1st floor on east /north elevation for example Is this existing and if not how is it to be structurally supported? Assume this will have a tile roof if new and will need details for support? 11 Could not locate beam 2 on the plans and beam 3 to be a 4 x 12 per the calculations? Calculations should include 31/2 ft cantilever and any notches/ripping required for slope 12 Could not locate any stair/landing details Specify stringer size and spacing and show how top and bottom of runs are structurally supported Show minimum 6'8' head clearance 13 Plans to reflect light and switch at new exterior door at deck on E-1 and could not locate note that stated or shown that battery operated smoke detectors are required at all existing bedrooms and hallways leading to existing bedrooms 14 Could not locate where structural addressed dropped ceiling as shown on section on A-3 15 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 • To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans • Have changes been made to the plans not resulting from this correction list? Please indicate Yes Q No a • The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Ray Fuller at Esgil Corporation Thank you Carlsbad O4-3424 09/21/04 City of Carlsbad Building Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No 04-3424 Job Address or Legal Description 2243 Corte Cicuta Owner Address ___ You are hereby notified that m addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet (over) Carlsbad 04-3424 09/21/O4 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION PLAN CHECK NUMBER 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 10635 SIGNED I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106 3 5 for the construction project located at the site listed above Engineer's/Architect's Seal & Signature Here SIGNED 1 List of work requiring special inspection D Soils Compliance Prior to Foundation Inspection d Field Welding D Structural Concrete Over 2500 PSI d High Strength Bolting d Prestressed Concrete d Expansion/Epoxy Anchors d Structural Masonry d Sprayed-On Fireproofing d Designer Specified d Other 2 Name(s) of mdividual(s) or firm(s) responsible for the special inspections listed above A B C 3 Duties of the special inspectors for the work listed above A. B Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site EsGil Corporation In Partnership with government for <BwC<fing Safety DATE O9/13/O4 a APPLICANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO O4-3424 SET I PROJECT ADDRESS 2243 Corte Cicuta PROJECT NAME Room Addition for Hee 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 John Berry Post Office Box 130684 Carlsbad, Ca 92013 Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the^pplicant that the plan check has been completed Person contacted lohn Merry Telephone # (760) 438-2963 Date contacted <?//y0cf (by /$•") Fax # <> £{<£(, Mail Telephone'--'^ Fax In Person REMARKS By Ray Fuller Enclosures Esgil Corporation D GA D MB D EJ D PC 09/02/04 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad 04-3424 09/13/O4 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO 04-3424 JURISDICTION Carlsbad PROJECT ADDRESS 2243 Corte Cicuta FLOOR AREA Addition 458 REMARKS DATE PLANS RECEIVED BY JURISDICTION 08/31/04 DATE INITIAL PLAN REVIEW COMPLETED 09/13/04 STORIES 2 HEIGHT 20itperUBC DATE PLANS RECEIVED BY ESGIL CORPORATION 09/02/04 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 2001 edition of the California Building Code (Title 24), which adopts the following model codes 1997 UBC, 2000 UPC, 2000 UMC and 1999 NEC (all effective 11/1/02) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i e. plan sheet number, specification section, etc Be sure to enclose the marked up list when you submit the revised plans Carlsbad 04-3424 09/13/04 • Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92009, (760) 602- 2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 1 Final sets of plans and any new calculations to be stamped and signed by engineer and /or architect of record also 2 Could not locate where width and depth of footings was noted as well as steel reinforcing 3 Detail and reference how adding additional anchor bolts at new shear wall locations where existing footings occur and note special inspection required on cover sheet for epoxy hold downs etc Complete attached special inspection form for epoxy anchors and plans should reflect which phases of construction are to be inspected for structural observation per notes on S-1 4 Could not locate the truss calculations for this project Truss numbers to be on the plans 5 Please provide evidence that the engmeer-of-record (or architect) has reviewed the truss calculation package prepared by others (i e , a "review" stamp on the truss calculations or a letter) Section 106 3 4 1 6 Detail and reference all shear locations with a detail showing shear extending to floor/roof sheathing Detail to include edge nailing of roof diaphragm to members below and shear transfer to the top/sill plate's etc Could not locate for example where type and length of shear was noted above the Hardy frames 7 Is a structural truss to be used at the gable end of line 3 on S2 as no structural beam shown tying the two Hardy frames together'? The elevations really don't seem to reflect this pop out? 8 Specify how obtaining the required minimum % inch per foot deck slope for drainage i e ripping, sleepers, slope framing etc If ripping, note maximum taper cut and calculations to reflect this and if sleepers detail attachment to floor joist Carlsbad O4-3424 O9/13/04 9 The elevation seems to reflect a structural roof projection at the 1st floor on east /north elevation for example Is this existing and if not how is it to be structurally supported? Assume this will have a tile roof if new and will need details for support? 10 Could not locate beam 2 on the plans and beam 3 to be a 4 x 12 per the calculations? Calculations should include 31/2 ft cantilever and any notches/ripping required for slope 11 Could not locate any stair/landing details Specify stringer size and spacing and show how top and bottom of runs are structurally supported Show minimum 6'8' head clearance 12 Plans to reflect light and switch at new exterior door at deck on E-1 and could not locate note that stated or shown that battery operated smoke detectors are required at all existing bedrooms and hallways leading to existing bedrooms 13 Could not locate where structural addressed dropped ceiling as shown on section on A-3 14 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 15053 • To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans • Have changes been made to the plans not resulting from this correction list? Please indicate Yes Q No a The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Ray Fuller at Esgil Corporation Thank you Carlsbad O4-3424 09/13/04 City of Carlsbad Building Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No 04-3424 Job Address or Legal Description 2243 Corte Cicuta k^ JQtl ftfr£ Address You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department The inspections by a Special Inspector are m addition to the inspections normally required by the County Building Code The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet (over) Carlsbad O4-3424 09/13/04 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION 2.2.^ £.Q%^& /L,\£ / PLAN CHECK NUMBER £>4 S4^ OWNER'S NAME IOKJ ^ cb\Ult£>ki 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 1/0(1 1/$r tjpe construction project located at the site listed above UBC Section 10635 SIGNED I, as the engineer/architect of record, certify that J/ha^e prepared the following special inspection program as required by UBC Section 106 3 5 for the constnJcfcron project located at the site listed above Engineer's/Architect's Seal & Signature Here SIGNED 1 List of work requiring special inspection Q Soils Compliance Prior to Foundation Inspection D Field Welding D Structural Concrete Over 2500 PSI D High Strength Bolting CH Prestressed Concrete Jf Expansion/Epoxy Anchors D Structural Masonry Q Sprayed-On Fireproofmg [H Designer Specified D Other 2 Name(s) of mdividual(s) or firm(s) responsible for the special inspections listed above A B C 3 Duties of the special inspectors for the work listed above A B Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site Carlsbad 04-3424 09/13/O4 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PREPARED BY Ray Fuller BUILDING ADDRESS 2243 Corte Cicuta PLAN CHECK NO 04-3424 DATE O9/13/O4 BUILDING OCCUPANCY R3 TYPE OF CONSTRUCTION VN BUILDING PORTION Addition Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code RIHn Pprmit Fev> hv DrHina AREA (Sq Ft) 458 CB Valuation Multiplier Per City Est By Ordinance nrp V Reg Mod VALUE ($) 50,380 50,380 $348 91 Plan Check Fee by Ordinance Type of Review (2 _JI] Repetitive Fee ^| Repeats Complete Review D Other i—| Hourly Structural Only Hour* Esgil Plan Review Fee $226 79 $19539 Comments Sheet 1 of 1 macvalue doc City of Carlsbad lllfiETiTgi h e e'r 1, n g DATE BUILDING ADDRESS _ PROJECT DESCRIPTION fc A D BUILDING PLANCHECK CHECKLIST PLANCHECK NO CB ASSESSOR'S PARCEL NUMBER - 2-7 O - 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 b* 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 U A Right of-Way permit is required prior to construction of the following improvements EST DENIAL Please see the attached report of deficiencies marked with D Make necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or, specifications to this office for review By By By Date Date Date FOR OFFICIAL USE ONLY AUTHORIZATION TO ISSUE BUILDING PERMIT Date D n n n D ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement LJ Grading Permit Application LJ Grading Submittal Checklist LJ Right of Way Permit Application H Right of Way Permit Submittal Checklist and Information Sheet ;-J Sewer Fee Information Sheet Name ( 7 ENGINEERING DEPT CONTACT PERSON Linda Ontiveros City of Carlsbad Address 1635 Faraday Avenue, Carlsbad, CA 92008 Phone (760) 602-2790 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract CA 9200^-7314 «• (760) 6O2-2720 • FAX (760) 602*8562 • J CT BUILDING PLANCHECK CHECKLIST -03 tie. 2T-3 MO . RD3 D D SITE PLAN 1 Provide a fully dimensioned site plan drawn to scale Show A North Arrow B Existing & Proposed Structures C Existing Street Improvements D Property Lines E Easements 2 Show on site plan Right-of-Way Width & Adjacent Streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service A Drainage Patterns 1 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course 2 ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building " B Existing & Proposed Slopes and Topography C Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception D Sewer and water laterals should not be located within proposed driveways, per standards 3 Include on title sheet A Site address B Assessor's Parcel Number C Legal Description For commercial/industrial buildings and tenant improvement projects, include total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc) previously approved EXISTING PERMIT NUMBER DESCRIPTION F \ENG TECH COUNTEFWIILDING PLANCHECK CKLST FORM doc BUILDING PLANCHECK CHECKLIST 1ST 2NU 3HU DISCRETIONARY APPROVAL COMPLIANCE \ ' ^ : CD CD EH 4a Project does not comply with the following Engineering Conditions of approval for Project No l '•• '' 4b All conditions are in compliance Date DEDICATION REQUIREMENTS CH 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 15.000 . pursuant to Carlsbad Municipal Code Section 18 40 030 - ' - : ' Dedication required as follows ; Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 Vz x 11" plat map and submit with a title report All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit Attached please find an application form and submittal checklist for the dedication process Submit the completed application form with the required checklist items and fees to the Engineering Department in person Applications will not be accept by mail or fax Dedication completed by Date IMPROVEMENT REQUIREMENTS CD C CD 6a All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 75.000 . pursuant to Carlsbad Municipal Code Section 18 40 040 Public improvements required as follows Attached please find an application form and submittal checklist for the public improvement requirements A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process The completed application form and the requirements on the F \ENGTECHCOUNTER\BUILDINGPLANCHECKCKLST FORM doc o Rev 7/14/00 pND BUILDING PLANCHECK CHECKLIST checklist must be submitted in person Applications by mail or fax are not accepted Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit Improvement Plans signed by Date 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 1840 Please submit a recent property title report or current grant deed on the property and processing fee of $310 so we may prepare the necessary Neighborhood Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit Future public improvements required as follows 6c Enclosed please find your Neighborhood Improvement Agreement Please return agreement signed and notarized to the Engineering Department Neighborhood Improvement Agreement completed by Date n 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code EH LH 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) n d 7b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached NOTE The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit Grading Inspector sign off by Date D D D 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) F \ENG TECH COUNTEFt\BUILDING PLANCHECK CKLST FORM doc BUILDING PLANCHECK CHECKLIST gRD ' ' ,*V-;/° EH 7d No Grading Permit required ,- • f n D D 7e If grading is not required, write "No Grading" on plot plan .,; ;. ": \" ^ Z-. , •~* i— •' ; •> MISCELLANEOUS PERMITS ?'*••'—————————————— ^ . -,., .,-:>•; .;• :. D D D 8 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way Types of work include, but are not limited to street improvements, tree trimming, driveway construction, tying into public storm dram, sewer and water utilities Right-of-Way permit required for •-• D 9 INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Cammo Real, Carlsbad, CA 92008 District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List You may telephone (760) 438-2722, extension 7153, for assistance : , ,... Industrial Waste permit accepted by ' '" Date ;,:'. D 10 NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first EH 11 Q Required fees are attached to fees requiredQ We WATER METER REVIEW D 12a Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized Oversized meters are inaccurate during low-flow conditions If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used • All single family dwelling units received "standard" 1" service with 5/8" service F \ENS TECH COUNTER\BUILDING PLANCHECK CKLST FORM doc c Rev 7/14/00 ,ST -,ND ,RD D 12b BUILDING PLANCHECK CHECKLIST • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm) A typical fixture count and water demand worksheet is attached Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit • Maximum service and meter size is a 2" service with a 2" meter • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand (manifolds are considered on case by case basis to limit multiple trenching into the street) Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gom) prior to approval The developer must provide these calculations Please follow these guidelines 1 If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets If so, at the water meter station, the demand in gpm may be listed there Irrigation services are listed with a circled "I", and potable water is typically a circled "W" The irrigation service should look like STA 1+00 Install 2" service and 5 meter (estimated 100 gpm) 2 If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach) Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use Once you have received a good example of irrigation calculations, keep a set for your reference In general the calculations will include • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection 3 In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA) As long as the project is located within the City recycled water F\ENG TECH COUNTEWBUILDING PLANCHECK CKLST FORM doc BUILDING PLANCHECK CHECKLIST ST service boundary, the City intends on switching ' these., irrigation services/meters to a new recycled water line in the future . : :• " , D D 12c Irrigation Use (where recycled water is available) ! ',. ' ' 1 Recycled water meters are sized the same as the irrigation meter above 2 If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development For subdivisions, this should have been identified, and implemented on the improvement plans Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this D D D 13 Additional Comments F \ENG TECH COUNTEFRBUILDING PLANCHECK CKLST FORM doc I I I 0DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB Planner APN ' Address Phone (760) 602- AE>Type of Project & Use Zoning Y ^ General Plan CFD (in/out) #_Date of participation Net Project Density DU/AC Facilities Management Zone Remaining net dev acres Circle One (For non-residential development Type of land used created by this permit ) Legend E3 Item Complete Environmental Review Required. DATE OF COMPLETION n Item Incomplete -Needs your action YES NO A TYPE Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval . f Discretionary Action Required APPROVAL/RESO NO PROJECT NO YES NO. DATE TYPE 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/\ If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402, (619)767-2370 Determine status (Coastal Permit Required or Exempt) Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log # Follow-Up Actions Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans) Complete Coastal Permit Determination Log as needed 1) 2) D Inclusionary Housing Fee required. YES _ NO _ (Effective date of Inclusionary Housing Ordinance - May 21,1 993 ) Data Entry Completed' YES _ NO _ (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N Enter Fee, UPDATE') Site Plan H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 1 Provide a fully dimensional site plan drawn to scale Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes) n 2 Provide legal description of property and assessor's parcel number Policy 44 - Neighborhood Architectural Design Guidelines D 1 Applicability YES NO D D D 2 Project complies YES. NO_ Zoning* n 1 Setbacks Front Interior Side Street Side Rear Top of slope n 2 Accessory structure setbacks Front Interior Side Street Side Rear Structure separatio Q 3 Lot Coverage D 4 Height 5 Parking Spac (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Required y^cP Required Required £* •*£ Required I "*? Reauired :ks Requir^ff Required 'fc^quired "Required Required Required *^- TU Required Required Shown ^-C? Shown f Shown (0 7' ' Shown /">>.2^ Shown Shown Shown Shown Shown Shown '/* Shown « ^ t * Shown Shown Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H \ADMIN\COUNTER\BldgPlnchkRevChklst DATE Rev 9/01 GEOCON INCORFORATED GEOTECHNICAL CONSULTANTS Project No 05871-52-25 March 26, 2004 Steigerwald-Dougherty, Inc Post Office Box 884 Solana Beach, California 92075 Attention Subject References Mr David Steigerwald ARROYO LA COSTA UNIT 2, LOTS 261, 273, 279, AND 295 CARLSBAD. CALIFORNIA UPDATE GEOTECHNICAL REPORT 1 Foundation Recommendations, Arroyo La Costa Village G, Carlsbad, Califojma, prepared by Geocon Incorpoialed, dated Novembei 25, 1997 (Project No 05871- 12-08) 2 Report of Testing and Obser\>anon Services During Site Giadmg, Anoyo La Costa Unit 2, Lots 128 through 465 Carlsbad California, piepared by Geocon Incorporated, dated November 24, 1997 (Pioject No 05871-12-01) 3 Preliminary Soil and Geologic Investigation foi La Costa Ranch Southwest At ea, Carlsbad, California, piepared by Geocon Incoiporated, dated November 11, 1988 (PiojectNo 04229-HO2) Gentlemen In accordance with your authorization of our Proposal No LG-04129 dated March 22, 2004, we have prepared this update geotechmcal repoit foi the subject lots We undei stand that second-stoiy additions will be constiucted on existing single-family residences at Lots 261, 273 and 279 Furthermore, you have indicated that a single-story foyei addition will be constructed to the existing residence at Lot 295 The recommendations presented in the referenced reports are still applicable to the additions at the subject lots Seismic design parameters and foundation recommendations are summarized herein SEISMIC DESIGN The site is located within Seismic Zone 4 according to UBC Figure 16-J The lots consist of compacted fill soils and formational Torrey Sandstone For seismic design, the site is characterized 6960 Flanders Drive E San Diego California 92121 2974 B Telephone as soil types Sc and SD Table 1 summarizes site design criteria The values listed on Table 1 are for the Rose Canyon Fault, which is identified as a Type B fault The Rose Canyon Fault is located approximately six miles west of the site Table 2 presents a summary of soil profile type for each lot and the corresponding values from Table 1 should be used for seismic design TABLE 1 SEISMIC DESIGN PARAMETE RS Parameter Seismic Zone Factor Seismic Coefficient, Ca Seismic Coefficient, Cv Near-Source Factor, Na Near Source Factor, Nv Seismic Source Soil Profile Type (UBC Table 16- J) Sc 040 040 058 10 10 B SD 040 044 067 1 0 10 B UBC Reference Table 16-1 Table 16-Q Table 16-R Table 16-S Table 16-T Table 16-U Based on a review of the as-graded conditions described in the releienced final report of grading, as well as the seismic setting, the lots are assigned the seismic design parameters as indicated below on Table 2 TABLE 2 SUMMARY OF SOIL PROFILE TYPE Lot Numbers 26 land 279 273 and 295 UBC Classification SD Sc FOUNDATION RECOMMENDATIONS The following foundation recommendations are for one- or two-story residential structures and are separated into categories dependent on the thickness and geometry of the underlying fill soils as well as the Expansion Index of the prevailing subgrade soils of a particular building pad (or lot) The recommended minimum foundation and intenor concrete slab design criteria for each category is presented on Table 3 Table 4 and 5 presents a Summary of the As-Graded Building Pad Conditions and a Summary of the Recommended Foundation Category for each lot, respectively Project No 05871-52-25 2-March26,2004 TABLE 3 FOUNDATION RECOMMENDATIONS BY CATEGORY Foundation Category I II III Minimum Footing Depth (inches) 12 18 24 Continuous Footing Reinforcement Two No 4 bars, one top and one bottom Four No 4 bars, two top and two bottom Four No 5 bars, two top and two bottom Interior Slab Reinforcement 6 x 6 - 10/10 welded wire mesh at slab mid-point No 3 bars at 24 inches on center, both directions No 3 bars at 18 inches on center, both directions CATEGORY CRITERIA Category I Maximum fill thickness is less than 20 feet and Expansion Index is less than or equal to 50 Category II Category III Maximum fill thickness is less than 50 feet and Expansion Index is less than or equal to 90, or variation in fill thickness is between 10 feet and 20 feet Fill thickness exceeds 50 feet, variation in fill thickness exceeds 20 feet, or Expansion Index exceeds 90 but is less than or equal to 130 Notes 1 2 3 All footings should have a minimum width of 12 inches Footing depth measured from lowest adjacent subgrade All inteuor concrete slabs should be at least 4 inches thick for Categories I and II and 5 inches thick for Category III All interior concrete slabs should be underlain by at least 4 inches (3 inches for a 5 inch slab) of clean sand or crushed rock All slabs expected to icceive moisture-sensitive floor coverings or used to store moisture-sensitive materials should be underlain by a vapor barrier covered wuh at least 2 inches of the clean sand recommended in No 4 above Foundations for Category I, II or ID may be designed for an allowable soil bearing pressure of 2,000 pounds per square foot (psf) (dead plus live load) This bearing pressure may be increased by one-third for transient loads due to wind or seismic forces Consideration should be given to connecting patio slabs that exceed 5 feet m width to the building foundation to reduce the potential for future separation to occur No special subgrade presaturation is deemed necessary prior to placing concrete, however, the exposed foundation and slab subgrade soils should be sprinkled, as necessary, to maintain a moist condition as would be expected in any such concrete placement Project No 05871-52-25 -3-March26 2004 Where buildings or other improvements are planned near the top of a slope steeper than 3 1 (horizontal vertical), special foundations and/or design considerations are recommended due to the tendency for lateral soil movement to occur • For fill slopes less than 20 feet high, building footings should be deepened such that the bottom outside edge of the footing is at least 7 feet horizontally from the face of the slope • When located next to a descending 3 1 (horizontal vertical) fill slope or steeper, the foundations should be extended to a depth where the minimum horizontal distance is equal to H73 (where H equals the vertical distance from the top of the fill slope to the base of the fill soils) with a minimum of 7 feet but need not exceed 40 feet The horizontal distance is measured from the outer, deepest edge of the footing to the face of the slope • If swimming pools are planned, Geocon Incorporated should be contacted for a review of specific site conditions • Although other improvements that are relatively rigid or brittle (such as concrete flatwork or masonry walls) may experience some distress if located near the top of a slope, it is generally not economical to mitigate this potential It may be possible, however, to incorporate design measures that would permit some lateral soil movement without causing extensive distress Geocon Incorporated should be consulted for specific recommendations The recommendations of this report are intended to reduce the potential for slabs to crack due to expansive soils (if present), differential settlement of deep fills, or fills of varying thicknesses However, even with the incorporation of the recommendations presented herein, foundations, stucco walls, and slabs-on-grade placed on such conditions may still exhibit some cracking due to soil movement and/or shrinkage The occurrence of concrete shimkage cracks is independent of the supporting soil characteristics Their occurrence may be reduced and/or controlled by limiting the slump of the concrete, proper concrete placement and curing, and the placement of crack-control joints at periodic intervals, particulaily where re-entrant slab cornels occur TABLE 4 SUMMARY OF THE AS-GRADED BUILDING PAD CONDITIONS Lot Number 261 273 279 295 Pad Condition Undercut Cut Fill Cut Remarks Undercut due to cut/fill transition Cut Lot Fill Lot Cut Lot Approximate Depth of Undercut (ft ) 3 N/A N/A N/A Approximate Depth of Fill Differential (ft ) 12 N/A 19 N/A Approximate Maximum Depth of Fill (ft) 15 N/A 32 N/A Project No 05871-52-25 4-March 26 2004 TABLE 5 SUMMARY OF EXPANSION INDEX AND RECOMMENDED FOUNDATION CATEGORY Lot Number 261 273 279 295 Expansion Index 7 12 5 18 Recommended Foundation Category II I n i Should you have any questions regarding this update letter, or if we may be of further service, please contact the undersigned at your convenience Very truly yours, GEOCON INCORPORATED loobler RCE 65574 SHE JH dmc (4/pickup) Addressee (I/fax) Lovelace Engineering Attention Mr Bob Schimmel Hoobs CEG L524 Project No 05871 52-25 -5-March26 2004