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1275 YOURELL AVE; ; CB163563; Permit
4. City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 09-27-2016 . Residential Permit Permit No: CB163653 Building Inspection Request Line (760) 602-2725 Job Address: 1275 YOURELL AV CBAD Permit Type: RESDNTL Sub Type: RAD Status: ISSUED Parcel No: 1560320200 Lot #: 0 Applied: 09/26/2016 Valuation: $0.00 Constuction Type: 5B Entered By: JMA Occupancy Group: Reference #: 0B071697 Plan Approved: 09/27/2016 # Dwelling Units: 0 Structure Type: Issued: 09/27/2016 Bedrooms: 0 Bathrooms: 0 Inspect Area: Orig PC #: Plan Check #: - - Project Title: LlPSCOMB:RE:CBO71697- EXPIRED WORK DONE UNDER CB07-1697 AND NOT INSPECTED. COMPLIANCE DOCUMENTATION UNDER THIS PERMIT IN ORDER TO RELEASE THE CERTIFICATION OF NON-COMPLIANCE RECORDED ON PROPERTY. AS-BUILT CERTIFICATION BY LICENSED CONTRACTOR REQUIRED. Applicant: LIPSCOMB FAMILY TRUST 12-14-11 1275 YOURELL AVE CARLSBAD CA 92008 760-729-3393 Owner: LIPSCOMB FAMILY TRUST 12-14-11 1275 YOURELL AVE CARLSBAD CA 92008 Building Permit $0.00 Meter Size AddI Building Permit Fee $0.00 AddI Red. Water Con. Fee $0.00 Plan Check $0.00 Meter Fee $0.00 AddI Plan Check Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $0.00 PFF (3105540) $0.00 Park in Lieu Fee $0.00 PFF (4305540) $0.00 Park Fee $0.00 License Tax (3104193) . $0.00 LFM Fee $0.00 License Tax (4304193) $0.00 Bridge Fee $0.00 Traffic Impact Fee (3105541) $0.00 Other Bridge Fee $0.00 Traffic Impact Fee (4305541) $0.00 BTD #2 Fee $0.00 Sidewalk Fee $0.00 BTD #3 Fee $0.00 PLUMBING TOTAL $0.00 Renewal Fee $0.00 ELECTRICAL TOTAL $0.00 AddI Renewal Fee $0.00 MECHANICAL TOTAL $0.00 Other Building Fee $194.00 Housing Impact Fee $0.00 HMP Fee $0.00 Housing lnLieu Fee $0.00 Pot. Water Con. Fee $0.00 Housing Credit Fee $0.00 Meter Size Master Drainage Fee $0.00 AddI Pot. Water Con. Fee $0.00 Sewer Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (SB1473) Fee $1.00 Fire Sprinkler Fees $0.00 Green Bldg Stands Plan Chk Fee $0.00 Fire Expedited PC Fees $0.00 TOTAL PERMIT FEES $195.00 Total Fees: $195.00 Total Payments to Date: $195.00 Balance Due: $0.00 insoector:/'i', _ L FINAL APPROVAL ______ Date: 17--1 -60 Clearance: NOTICE Please take NOTICE that approval of your piqeof includes the "In-ition" of fees, dedications, resvatior, or offer exactions hereafter collectively referred to as fees/exadior. You have 90 days from the date this pernit ms issued to protest imposition of these fees/exactions. If you protest theni you ni.st follow the protest procedures set forth in (emnet1 Cone Sim 62O(a), and file the protest and any other reqtnreri ir netiGi wth the CKyNAanW for ptcesng in acxmiance ith Carlsbad Mjridl Code Section 3.32.0. Failure to threly fd low that procedure Wll bar any subsequent legal action to attack reiea set a§cle, void, or annul their intion. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sever connection fees and capacity changes, aw planning, zng, grading or offer skrlar application processing or service fees in airedrcti Wth this project. NOR DOES lTPftY to any City of Carlsbad- 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717/ 2718 / 2719 Fax: 760-602-8558 Building Permit Application Plan Check No.' Est. Valu Plan Ck. Deposit; Date. J1.1b7 JOB ADDRESS SUITE#,SPACE#/UNI* jI \ I - - - CVFROJECT # LOT # PHASE # # OF UNITS I # BEDROOMS H BATHROOMS TENANT BUSINESS NAME TYPE OF CONST 0CC GROUP ESCRIPTION OF WORK: (Please 'describe present use and proposed use) Tb /4z/ZJD t'tk. 5 Th d4A1kI BUILDING AREA (SF) ADDITION AREA (SF) GARAGE (SF) PATIOS (SF) DC S (SF) FIREPLACE 7' IR CONOiIN TFIRE SPK ç'p 1:/I YES 0 # NOD 9 YES NOD YES LI NOD , CONTACT NAME (( Different Fom Applicant) AIPPLIgAfft NAME 49 ,ADDRESS 'ii ADDRESS CITY 5th ZIP ' CITY STATE- '' ZIP Iro PHONE 7o-7ib IZ 3( 76D 72s? PHONE 7(pQ 'jf7 FAX b EMAIL , ,EMAIL ILI PROPE OyVNER NAME ' ' , ' , /Zke :J U—'id p ' .' CONTRACTOR BUS. NAME ' •. .• ' ..' '' ADDRESS I ' ' ' ' '. ADDRESS - Crnn' STATE ZIP CITY STATE ZIP PHONE .' '1'i( ' ' PHONE. $ . 7 3 ' :' •' " " '.' ,' EMAIL EMAIL ARCH/DESIGNER NAME & ADDRESS STATE LIC H STATE LIC H CLASS CITY BUS LIC H (5ec. .703 1.5 Business and Professions Code: Any City or County, which requires a permis'to cunssmcL alter improve, demolish or repair any structure prior to its issuance, atsp requires the applicant for such permit to file a signed statement that e is [icensed ,punsuans to the provisions of the Contractor's license Law (Chapter 9, commending wish Section 1000 of Division' 3 of the Bosiness' and Professions Code) or that he is exempt therefrom, and the basis for she alleged exemption. Any violation of Section 7031.5 by any asolicans for a oermis subtecto the aoolicant to a civil oenalsv of out more than five hundred dollars (fitBOlL ®[1Wf3triY Workers' Compensation Declaration: I hereby affirm under penally 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 Secion 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co._' .__. Policy No. ' Expiration Date This Section need not be completed if the permit is for one hundred dollars ($100) or less. C] 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. CONTRACTOR SIGNATURE ' . DATE I hereby affirm that lam exempt from Contractor's License Law for the following reason: l, 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' 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). as owner of the properly, 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). o I am exempt under Section ' . . .Businss and 'Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement: 'S'es 0 No I (have I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address / phone! contractors' license number): 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! contractors' license number): I will provide some of the work, bull have ntracted (hired) the following persons to provide the work indicated (include name! address! phone! type of work): '.gPROPERTY OWNER SIGNATURE c S4%/L4eyv DATE P.OJ03 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? 0 Yes 0 No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes 0 No ' Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 Yes 0 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. ' I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (1) Civil Code). Lenders Name , . Lenders Address ' PuiV jt 1 ' I 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. thereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREETO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY' OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENT 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, vations over 50' deep and demolition or construction of structures over 3 stories in height. . EXPIRATION: Every permit issued by the ilding Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not cdmmenced within 180 days from the date of such permit or, i the building or ma u z such, permit is suspen d or ab ndoued at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building APPLICANT S IGNATURE 41,'L j1s7, DATE €2- i ) - . ' Permit Type: BLDG-Residential Application Date: 09/26/2016 Owner: Work Class: Addition Issue Date: 09/27/2016 Subdivision: Status: Issued - Active Expiration Date: 03/27/2017 Address: 1275 Yourell Av Carlsbad, CA 92008 IVR Number: 717335 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 12115/2016 BLDG-Final 005835-2016 Passed Peter Dreibelbis ' Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final ' Yes BLDG-Electrical Final Yes January 18, 2017 Page 1 of I Inspection List Permit#: CB163653 Type: RESDNTL RAD LIPSCOMB:RE: CB071697- EXPIRED WORK DONE UNDER CB07-1697 AND NO Date - Inspection Item Inspector Act Comments 10/18/2016 89 Final Combo PD CO Wednesday, January 18, 2017 Page 1 of I • City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 09-26-2016 Residential Permit Permit No: CB071697 Building Inspection Request Line (760) 602-2725 Job Address: 1275 YOURELL AV CBAD Permit Type: RESDNTL Sub Type: RAD Status: EXPIRED Parcel No: 1560320200 Lot #: 0 Applied: 06/21/200.7 Valuation: $84,827.00 Constuction Type: VN Entered By: RMA Occupancy Group: Reference #: Plan Approved: 01/09/2008 # Dwelling Units: 0 Structure Type: Issued: 01/09/2008 Bedrooms: 0 Bathrooms: 0 Inspect Area: PD Orig PC #: Plan Check #: Project Title: WALDROP RES-475 SF PATIO TO BEDRM,213 SF CARPORT TO GAR, 36 4I/STAI RS, NEW ROOF STRUCT 1050 SF,RE-ROOF ENTIRE HOUSE-1100 SF- W/COMP Applicant: Owner: WALDROP SHIRLEY J WALDROP SHIRLEY J 1275 YOURELL AVE 1275 YOURELL AVE CARLSBAD CA 92008 CARLSBAD CA 92008 Building Permit $488.81 Meter Size AddI Building Permit Fee $244.41 AddI Red. Water Con. Fee $0.00 Plan Check $317.73 Meter Fee $0.00 AddI Plan Check Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $8.48 PEE (3105540) $0.00 Park in Lieu Fee $0.00 PFF (4305540) $0.00 Park Fee $0.00 License Tax (3104193) $0.00 LFM Fee $0.00 License Tax (4304193) $0.00 Bridge Fee $0.00 Traffic Impact Fee (3105541) $0.00 Other Bridge Fee $0.00 Traffic Impact Fee (4305541) $0.00 BTD #2 Fee $0.00 Sidewalk Fee $0.00 BTD #3 Fee $0.00 PLUMBING TOTAL $55.00 Renewal Fee $0.00 ELECTRICAL TOTAL $35.00 AddI Renewal Fee $0.00 MECHANICAL TOTAL $37.00 Other Building Fee $244.40 Housing Impact Fee $0.00 HMP Fee $0.00 Housing InLieu Fee $0.00 Pot. Water Con. Fee $0.00 Housing Credit Fee $0.00 Meter Size Master Drainage Fee $0.00 AddI Pot. Water Con. Fee $0.00 Sewer Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (SB1473) Fee ?? Fire Sprinkler Fees ?? Green Bldg Stands Plan Chk Fee ?? Fire Expedited PC Fees ?? TOTAL PERMIT FEES $1,430.83 Total Fees: $1,430.83 Total Payments to Date: $1,430.83 Balance Due: $0.00 FINAL APPROVAL lnsector: (7 Date: / Z r. 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 Inspection List Permit#: CB071697 Type: RESDNTL RAD WALDROP RES-475 SF PATIO TO BEDRM,213 SF CARPORT TO GAR,360 SF Date Inspection Item InspectorAct Comments 05/16/2011 92 Compliance Investigation PD CO THERE IS NO RESPONSE OR COMPLIANCE TO PHONE CALLS AND CONSULTATIONS. OK TO EXPIRE OUT BUILDING PERMIT AND REFER BACK TO CODE ENFORCEMENT. 08/16/2010 19 Final Structural PD NR MET W/JIM WILL MAKE SOME PROGRESS ON JOB SOON 09/03/2009 89 Final Combo PC CO COMPLETE GARAGE F.W. TO HOUSE AND BATH ROOM. 09/03/2009 92 Compliance Investigation PC AR 08/04/2009 16 Insulation PC AP 07/29/2009 92 Compliance Investigation CW CO RECD A PHONE CALL FROM JIM LIBSCOMB WHO SAID HE WOULD BE DOWN NEXT WEEK TO GET EVERYTHING GOING AGAIN ON JOB. I TOLD HIM HE IS NOT ELEGIBLE FOR ANOTER NO FEE EXT. 01/28/2009 15 Roof/Reroof PC AP 01/28/2009 33 Service Change/Upgrade PC AP EMR 12/30/2008 13 Shear Panels/HD's PC AP OK TO DRY IN 12/30/2008 17 Interior Lath/Drywall PC WC 12/18/2008 15 Roof/Reroof PC PA GABLE SECTION OK TO DRY IN 11/06/2008 11 Ftg/Foundation/Piers PC AP 07/29/2008 11 Ftg/Foundation/Piers PC NR QUESTIONS Tuesday, September 30, 2014 Page 1 of 1 RECORDING REQUESTED BY: Building Department CITY OF CARLSBAD 1635 Faraday Ave Carlsbad CA 92008' WHEN RECORDED MAIL TO: City Clerk CITY OF CARLSBAD 1200 Carlsbad Village Dr. Carlsbad, CA. 92008 Space above this line for Recorders use. CERTIFICATE OF COMPLIANCE Assessor's Parcel Number: 156-032-02-00 Property. Address: 1275 YOURELL AV, Carlsbad, CA 92008 Owner of Record: LIPSCOMB FAMILY TRUST 12-14-11 Date: 12/29/2016 Pursuant to Section 18.04 of the Carlsbad Municipal Code, the City of Carlsbad hereby gives notice, as public record, that the above identified real property within the City of Carlsbad, and more specifically described as 1275 YOURELL AV, Carlsbad, CA 92008 is now in compliance with the provisions of the Carlsbad Municipal Code. A violation of the Uniform Building Code Section 106.1, as incorporated into the Carlsbad Municipal Code no longer exists on the property. Specifically, the owner of record is The owner has been notified thereof, and the property is in compliance with the Code sections related to the violations previously cited. A Certificate of Compliance is hereby recorded by the Building Official of the City of Carlsbad, all applications for grading permits, use permits, major and minor subdivisions, rezones, specific plans, specific plan amendments, general plan amendments, discretionary approvals and building permits may be submitted for approval. Pete Dreibelbis, Building Official, City of Carlsbad STATE of CALIFORNIA :SS COUNTY OF SAN DIEGO On before me, , notary public, personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me he/she/they Page 1 of 2 executed the same in his authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY of PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature SIGNATURE OF NOTARY Page 1 of 2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 118 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Di On ' before me,jCi24lA/ A)4/ Date Here Insert Name and Title of th'e Officer personally appeared Per 1 re i Ie I b ! Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument, co CNI mm.. 21107902 %NOTARY PUBLIC • CAUFONIA SAN DIEGO COUNTY Comm&§mE*wA0;iI 20.2019 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature AtO 4 2) &G~ Signature of ,çry Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacitf(ies) Claimed by Signer(s) Signer's Name: El Corporate Officer - Title(s): El Partner - El Limited L] General El Individual El Attorney in Fact El Trustee El Guardian or Conservator El Other: Signer Is Representing: Signer's Name: El Corporate Office - Title(s): El Partner - El Limited El General El Individual El Attorney in Fact El Trustee El Guardian or Conservator El Other: Signer Is Representing: 1 G-O-Oyi 1i.3O GIL X'RP. 85 O 13Th P.003 wmm p$I Q sdsu ?pth e po - (}wj o () pqpw o u- iF' r cd ud fl P-d D H 0 d O ji4 LI fl W3 El :oqU o , po ducpmtsuoz E90 us DaP. q d pid q i q ia 'Jo P1!I1 S w, P/A- '" I ~ =0 - -~ C. UO33S Oal AQQ PV! SIP rruo o; VOL. tc M &Ao-u18 ojequpsuodsaj 3q jt1A JO31 0 eu 1 gn ieo %jonedsw epd3 0W9 ii iwco) juo q 10 Jo UMO 1/077iy7 c , L'Z1'7 TI O 1Vi-dS OI6ZI9 .. . City of Carlsbad Bldg Inspection Request -14 For: 01/12/2011 Permit# CB071697 Inspector Assignment: PD Title: WALDROP RES-475 SF PATIO TO Description: .BEDRM,213 SF CARPORT TO GAR,360 SF ROOF DECK WISTAIRS,NEW ROOF STRUCT 1050 SF,RE-ROOF III%I UC .14 1 tS1 IAII#'fRF Type: RESDNTL Sub Type: RAD Phone: Job Address: 1275 YOURELL AV Suite: Lot: 0 Location: Inspect r: OWNER WALDROP SHIRLEY J Owner: WALDROP SHIRLEY J Remarks: Total Time: Requested By: CHRISTINE Entered By: CHRISTINE CD Description Act Comments 92 Compliance Investigation Comments/Notices/Holds lotice PERMIT RELATES TO CODE ENFORCEMENT CASE FOR ILLEGAL CONST CV070191.SEE SCOTT R BEFORE EXTENDING PERMIT. Associated PCRs/CVs/SWPPPs Original PC# CV070191 CLOSED H- ILL CONST/NO PERMIT; Inspection History Date Description Act Insp comments 08/16/2010 19 Final Structural NR PD MET W/JIM WILL MAKE SOME PROGRESS ON JOB SOON 09/03/2009 89 Final combo co PC COMPLETE GARAGE F.W. TO HOUSE AND BATH ROOM. 09/03/2009 92 Compliance Investigation AP PC 08/04/2009 16 Insulation AP PC 07/29/2009 92 Compliance Investigation CO CW RECD A PHONE CALL FROM JIM LIBSCOMB WHO SAID HE WOULD BE DOWN NEXT WEEK TO GET EVERYTHING GOING AGAIN ON JOB. I TOLD HIM HE IS NOT ELEGIBLE FOR ANOTER NO FEE EXT. 01/28/2009 15 Roof/Reroof AP PC 01/28/2009 33 Service Change/Upgrade AP PC EMIR 12/30/2008 13 Shear Panels/HD's AP PC OK TO DRY IN 12/30/2008 17 Interior Lath/Drywall WC PC 12/18/2008 15 Roof/Reroof PA PC GABLE SECTION OK TO DRY IN 11/06/2008 11 Ftg/Foundation/Piers AP PC 07/29/2008 11 Ftg/Foundation/Piers NR PC QUESTIONS EsGil Corporation In Partnership with Government for fBuitIing Safety DATE: 10/23/07 j3 JURISDICTION:.. Carlsbad IJ PLAN REVIEWER D FILE PLAN CHECK NO.: 07-1697 SET: IV PROJECT ADDRESS: 1275 Yourell Ave. PROJECT NAME: Waldrop / Lipscomb Addition, Remodel, Deck and New Roof Structure The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LII The plans transmittedherewith will substantially comply with the jurisdiction's building codes when minor deficiencis 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: Evans Design (Jim Lipscomb) 1275 Yourell Ave., Carlsbad, CA 92008 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: Pans Design Date contacted: (01 Z-ibyjM) Mail V Telephone Fax Vj.n Person [11 REMARKS: I" By: Tamara Fischer Esgil Corporation EGA El MB EEJ PC Telephone #: 760 480-1478 Fax #: 760 729-3393, 760-480-1755 Enclosures: 10/16/07 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 Carlsbad 07-1697 10/23/07 Please make all corrections, as requested in the correction list. Submit three new complete 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: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602- 2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 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. NOTE: The items listed below are from the previous correction list. These items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold are current. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). This will be verified on the final set. 19. Please specify vertical and horizontal reinforcing at detail 9/S3.3 (Minimum #5 @ 16" o.c. vertical and #4 © 24" o.c. Horizontal). 21. Still need to show distance from lowest adjacent grade to the bottom of the footing at details 7, 8, and 12 on sheet S4.2 30. Regarding trusses: a) Truss 3462036 is not designed for the point load from truss 3462033. This truss was not revised. It is still designed only for a uniform load and not for the concentrated load from the girder truss it supports. (Truss 3462033) a) Please detail shear transfer from roof diaphragm to shear wall at shear wall between walk-in closet and dining. Please reference the details to the plan. Detail 81S2.2 requires a top plate-to-truss connection which allows the truss to move up and down, but still transfer the shear. I believe there is a Simpson product for this. b) New shear 3'6" shear panels shown between master suite and master bath do not have a footing beneath, need a shear transfer detail from roof diaphragm to shear wall and are considered alternate braced panels and Carlsbad 07-1697 10/23/07 therefore are required to comply with section 2320.11.4 for alternate braced panels, including hold downs, 2 anchor bolts between hold downs and a continuous footing below with 1#4 T&B. Regarding 3'6" alternate braced panels: Reference an appropriate shear transfer detail at these walls. Hold downs are required and need to be called out on the foundation plan. 2 anchor bolts between hold downs are required at each wall and must be called out 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. 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 Tamara Fischer at Esgil Corporation. Thank you. 1' / EsGil Corporation In Partnership with Government for !BuiCIing Sftt!, DATE: 10/4/07 LI APPLICANT Dr JURIS. JURISDICTION: Carlsbad U PLAN REVIEWER LI FILE PLAN CHECK NO.: 07-1697 SET: III PROJECT ADDRESS: 1275 Yourell Ave. PROJECT NAME: Waldrop / Lipscomb Addition, Remodel, Deck and New Roof Structure 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. LII 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: Evans Design (Jim Lipscomb) 1275 Yourell Ave., Carlsbad, CA 92008 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: Evans Design Telephone #: 760 480-1478 Date contacted: (O(L((07(by: çA Fax #: 760 729-3393, 760-480-1755 Mail ----Telephone Fax In Person F-1 REMARKS: By: Tamara Fischer Enclosures: Esgil Corporation EGA [:1 MB DEJ E] PC 9/27/07 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 07-1697 10/4/07 Please make all corrections, as requested in the correction list. Submit three new complete 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: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602- 2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 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 DeFiartments until review by EsGil Corporation is complete. NOTE: The items listed below are from the previous correction list. These items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold are current. 1. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). This will be verified on the final set. 9. Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms and water closet compartments, 1/20 of area is required and minimum is 1.5 sq. ft. Section 1203.3. Main portion of master bath. Main part of master bath is 124 sq ft which requires 6.2 sq ft of openable area. 5.25 sq ft provided. Please provide an exhaust fan in the main part of master bath. An exhaust fan is not shown in the main part of master bath on sheet E1.1. 13. Handrails (Section 1003.3.3.6): Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. South elevation, A3.1 states 32" - 34", 34" -38" required. Please revise. OK. It's fixed at the handrail, but now the guardrail at the deck shows a height of 34-38". The guardrail must be minimum 36". The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. 2x4 must have a finger grip. Unable to find the maximum 2" finger grip noted for the 2x4 stair handrail on sheet A3.1. Ends of handrails shall be returned or shall have rounded terminations or bends. Still unable to find this shown or noted on sheet A3.1. I Carlsbad 07-1697 10/4/07 19. Please provide a complete foundation detail for master addition where it adjoins the raised floor foundation. Dimension width and depth of footing below grade, height of retained earth and show reinforcing. There is no detail on sheet S4.2 showing the new footing and the existing raised floor where they are to be adjoined with the complete information requested above. Please see 3-3 on sheet S1.2. It states 36" x 36" x 24" deep footing. This is somewhat confusing. Isn't it a continuous footing? Please provide an enlarged detail of the footings here showing all the information requested above. OK I see that the footing is now called out as continuous, but I could not find an enlarged detail as requested showing the information requested above. Please complete dimensioning of foundation details, sheet 4.2. Please provide lines showing where the dimensions are measured from on footing details. Also depth and width are missing at detaIl 6. Foundation dimensioning is still not complete as the distance from the lowest adjacent grade to the bottom of the footing is not shown. Also please dimension the curb at detail 12/S4.2 to be minimum 6" wide. Specify size, I.C.B.O. number and manufacturer of epoxy anchors. Show edge and end distances and spacing. Section 106.3.3. If any hold downs are to be added in existing footings, please detail the hold down anchors. HD5As at existing footing have not been detailed showing size, edge distance, embedment, etc. Also be sure any additional hold downs are detailed. Please clarify whether you are using hold downs at wood shear panels and show them on the foundation plan. Plans show threaded rods and mention tension capacity, but no hold downs are shown. Response was, "S4.1." This is not clarified on S4.1. See 2/S3.2 which seems to show hold downs, but no hold downs shown on the foundation plan. Response was, "Callout shown HD5As on S4.1with 4x4 and SSW." I see these shown. However, there still is confusion about the rest of the shear panels. I believe you intend not to put hold downs at the 4' shear panels, but your shear schedule says "hold downs at footing" where I think you mean anchor bolt at footing and some of your framing elevations show threaded rods which you may intend to use for anchor bolts, but they state a tension capacity which may make the inspector think there is supposed to be a hold down there. If you are using them as anchor bolts, please state this where they are shown at the elevations and remove reference to tension capacity. Please check all referencing. Many detail references reference the wrong sheet. For example, sections reference details on sheets S2.3 and S2.2. which are not included in the set of plans. It appears the details are on S1.3- Referencing is still a problem: c) 9/S4.2 is referenced at the garage front and does not appear to fit. No response. Carlsbad 07-1697 10/4/07 30. Please specify truss identification numbers on the framing plan for each type of truss. Regarding trusses: a) Truss 3462036 is not designed for the point load from truss 3462033. This truss was not revised. 33. Please show new or existing braced panels complying Sections 2320.4.2 and 2320.5.1 and Table 23-IV-C-1 in the east - west direction at the north end of the master bath I closet addition. (wall adjoining office and wall adjoining dining). Please detail shear transfer from roof diaphragm to shear wall at shear wall between walk-in closet and dining. New shear 3'6" shear panels shown between master suite and master bath do not have a footing beneath, need a shear transfer detail from roof diaphragm to shear wall and are considered alternate braced panels ançl therefore are required to comply with section 2320.11.4 for alternate braced panels, including hold downs, 2 anchor bolts between hold downs and a continuous footing below with 1#4 T&B. Please show on framing elevations that shear panels extend up the face of the truss to the roof diaphragm where shear panels are parallel to the trusses. 39. Please provide an approved listing number (ICC or equivalent) for chimney extension. Approved listing number still required for the chimney extension (including the collar). It is not shown on sheet S5.1. Unable to find a response to this correction. 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 1 No El 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 Tamara Fischer at Esgil Corporation. Thank you. EsGil Corporation \, In Partners/up with government for Building Safety DATE 9/7/07 U APPLICANT JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 07-1697 SET: II PROJECT ADDRESS: 1275 Yourell Ave. PROJECT NAME: Waldrop / Lipscomb Addition, Remodel, Deck and New Roof Structure The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LI 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: Evans Design (Jim Lipscomb) 1275 Yourell Ave., Carlsbad, CA 92008 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: Evans Design Date7cntacted:q/-7/0-1 (bS) Mail Telephone Fax I Person LII REMARKS: V By: Tamara Fischer Esgil Corporation El GA UMB DEJ [I PC Telephone #: 760 480-1478 Fax #: 760 729-3393, 760-480-1755 Enclosures: 8/29/07 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 07-1697 9/7/07 Please make all corrections, as requested in the correction list. Submit three new complete 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: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602- 2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 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. NOTE: The items listed below are from the previous correction list. These items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold are current. 1. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). This will be verified on the final set. 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. For special inspection as required at detail 5/S5.1. The form (enclosed) is not signed and is incomplete. Please provide smoke detectors in the existing den (it gives access to new master bedroom), hallway to existing bedrooms 1 and 2 and the existing office, as it could be used as a bedroom. They may be battery operated. Section 310.9.1. Still need smoke detectors in the hallway to bedrooms 1 and 2 and the existing office. 8. It is assumed that windows shown in existing areas are all existing except for those referenced to the window schedule. Please clarify this on the plans. Existing bedrooms would require complying emergency egress windows if the windows are being changed in these rooms. I am unable to find the note on A1.1 referenced in the responses. Also clarify with the same note that no existing windows are being covered up by the addition unless shown on the floor plan. Dining would have a problem with light and ventilation if any windows in this room are being covered up. Carlsbad 07-1697 9/7/07 9. Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms and water closet compartments, 1/20 of area is required and minimum is 1.5 sq. ft. Section 1203.3. Main portion of master bath. Main part of master bath is 124 sq ft which requires 6.2 sq ft of openable area. 5.25 sq ft provided. Please provide an exhaust fan in the main part of master bath. 13. Handrails (Section 1003.3.3.6): Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. South elevation, A3.1 states 32" - 34", 34" -38" required. Please revise. The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. 2x4 must have a finger grip. Ends of handrails shall be returned or shall have rounded terminations or bends. Unable to find this shown or noted. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 1403. Show ties, #9 wire in horizontal joints, etc. (Chimney veneer). This is not shown on S5.1. Please provide a complete foundation detail for master addition where it adjoins the raised floor foundation. Dimension width and depth of footing below grade, height of retained earth and show reinforcing. There is no detail on sheet S4.2 showing the new footing and the existing raised floor where they are to be adjoined with the complete information requested above. Please see 3-3 on sheet S1.2. It states 36" x 36" x 24" deep footing. This is somewhat confusing. Isn't it a continuous footing? Please provide an enlarged detail of the footings here showing all the information requested above. Please complete dimensioning of foundation details, sheet 4.2. Please provide lines showing where the dimensions are measured from on footing details. Also depth and width are missing at detail 6. Specify size, I.C.B.O. number and manufacturer of epoxy anchors. Show edge and end distances and spacing. Section 106.3.3. If any hold downs are to be added in existing footings, please detail the hold down anchors. If required, show size, embedment and location of hold down anchors on foundation plan. Section 106.3.3. Please show hold down anchors for SSWs and any others which are to be used on the foundation plan. Also specify embedment of hold down anchors and whether footings need to be deepened to accommodate embedment. Carlsbad 07-1697 9/7/07 24. Sheet SSW1 which is referenced at steel strong wall cannot be found in the set of plans. Also, please specify embedment of hold down anchors at steel strong wall. This sheet is still not included. 25. If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 108.5.2. Response was, "S4.1 note," but the note cannot be found. 26. Please clarify whether you are using hold downs at wood shear panels and show them on the foundation plan. Plans show threaded rods and mention tension capacity, but no hold downs are shown. Response was, "S4.1." This is not clarified on S4.1. See 2/S3.2 which seems to show hold downs, but no hold downs shown on the foundation plan. 27. Please check all referencing. Many detail references reference the wrong sheet. For example, sections reference details on sheets S2.3 and S2.2. which are not included in the set of plans. It appears the details are on S1.3. Referencing is still a problem: Where are the sections referenced to the plans? Still some references to S2.3 which cannot be found. C) 9/S4.2 is referenced at the garage front and does not appear to fit. 2/S3.2 is referenced incorrectly at S1.2 and S4.1. Detail 1/- is referenced at A1.1 and there is no detail 1 on sheet A1.1. 4/S4.2 referenced incorrectly at S2.12. Sheet S-LDS referenced at deck, sheet S5.1 is missing from the plans. 28. Please specify size, depth and reinforcing for pad footing supporting girder truss at wall between hall and bathtub. Did you intend to reference detail 2/S3.3 on the section 3-3, sheet S1.2? It should also be referenced at the foundation plan. The 2' x 2' footing is undersized for the girder truss load (1000 psf allowable soil bearing value must not be exceeded). Also the reinforcing does not seem to be called out. 30. Please specify truss identification numbers on the framing plan for each type of truss. Regarding trusses: Truss 3462036 is not designed for the point load from truss 3462033. Truss 34622036 cannot be found in the truss packet (girder truss supporting deck) I think we were looking at truss 3462036 when you came in to meet with me. The loading on that truss is Ok, but the span is too short. 33. Please show new or existing braced panels complying Sections 2320.4.2 and 2320.5.1 and Table 23-IV-C-1 in the east - west direction at the north end of the master bath / closet addition. (wall adjoining office and wall adjoining dining). Please show this on S3.1. Carlsbad 07-1697 9/7/07 35. 4x6 header at new garage supporting girder truss appears overstressed. Please show the 4 x 12 header on S2.11. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2306.5. Piers supporting stairs and bathtub area. This is not shown for piers supporting stairs. It appears there is new floor framing at bathtub area. Please show it on the foundation plan. This is not shown on S4.1. Please provide an approved listing number (ICC or equivalent) for chimney extension. Approved listing number still required for the chimney extension (including the collar). It is not shown on sheet S5.1. Window areas used in energy calculations do not appear to match plans. Some window areas shown as "0' on energy calculations. Window areas still do not match. Please check all window orientations and areas. The regulations require a properly completed and properly signed Form CF-1 R (4 pages) to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. The form on the plans is not signed. The owner or designer's signature is still missing. 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 U No U 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 Carlsbad 07-1697 9/7/07 questions regarding these plan review items, please contact Tamara Fischer at Esgil Corporation. Thank you. EsGil Corporation In Partnership with Government for Building Safety DATE: 6/29/07 El AEELLCANT JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 07-1697 SET: r PROJECT ADDRESS: 1275 Yourell Ave. PROJECT NAME: Waldrop / Lipscomb Addition, Remodel, Deck and New Roof Structure liii 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: Evans Design (Jim Lipscomb) 1275 Yourell Ave., Carlsbad, CA 92008 R 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: Jim Lipscomb Date contacted:1/ 2_/O1 (byI#) Mail Telephone 7 Fax ("In Person LII REMARKS: By: Tamara Fischer Esgil Corporation GA El MB DEJ El PC Telephone #: 760 710-1672 Fax #: 760 729-3393 Enclosures: 6/25/07 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 07-1697 6/29/07 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 07-1697 JURISDICTION: Carlsbad PROJECT ADDRESS: 1275 Yourell Ave. FLOOR AREA: 213 sq ft garage 475 sq ft bedroom / bath addition 360 sq ft deck and stairs 1050 sq ft new roof struct 1090 sq ft re-roof (compo shingles) REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 6/29/07 STORIES: I + roof deck HEIGHT: 12' approx per UBC DATE PLANS RECEIVED BY ESGIL CORPORATION: 6/25/07 PLAN REVIEWER: Tamara Fischer 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 2002 NEC. 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 07-1697 6/29/07 Please make all corrections, as requested in the correction list. Submit three new complete 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: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602- 2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 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. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 2. Specify on the Title Sheet of the plans the gross floor area of each element of this project, including dwelling, garage, and deck. Section 106.3.3. Please show stairs on plot plan and dimension the distance from the stairs to the rear property line. Section 106.3.3. 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. For special inspection as required at detail 5/S5.1. Please provide smoke detectors in the existing den (it gives access to new master bedroom), hallway to existing bedrooms 1 and 2 and the existing office, as it could be used as a bedroom. They may be battery operated. Section 310.9.1. It appears the door symbols are mixed up on the floor plans as they do not match the door schedule. Please revise. Are any existing windows being removed from office? If so, a window complying with the requirements for emergency egress will be required. Also adequate openable window area (1/20 th of the floor area) would need to be shown for ventilation. It is assumed that windows shown in existing areas are all existing except for those referenced to the window schedule. Please clarify this on the plans. Existing bedrooms would require complying emergency egress windows if the Carlsbad 07-1697 6/29/07 windows are being changed in these rooms. 9. Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms and water closet compartments, 1/20 of area is required and minimum is 1.5 sq. ft. Section 1203.3. Main portion of master bath. 10. Provide mechanical ventilation capable of providing five air changes per hour in bathrooms and water closet compartments if required openable windows are not provided. Section 1203.3. Main portion of master bath. 11. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. (New French doors). 12. Guardrails (Section 509.1): Shall have a height of 36". (Please specify on the plans for the deck guardrail). Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B. 13. Handrails (Section 1003.3.3.6): Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. Ends of handrails shall be returned or shall have rounded terminations or bends. 14. Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. If a door occurs at the landing, such dimension need not exceed 36 inches. Sections 1003.3.3.5 and 1003.3.1.7. (Landing at top of stairs does not appear to comply). 15. Specify new roof and waterproof deck covering to be class A as required by City Ordinance. 16. Balconies and decks exposed to the weather and sealed underneath shall be sloped a minimum of 1/4 inch per foot for drainage. Section 1402.3. 17. On section 1-1 please show 5/8" type x gyp board on 2x studs at 16" o.c. extending to roof diaphragm or show 2 layers 5/8" type x gyp board on ceiling or one layer on resilient channels at 16" o.c. Table 3-13, section 302.2. 18. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 1403. Show ties, #9 wire in horizontal joints, Carlsbad 07-1697 6/29/07 etc. (Chimney veneer). Please provide a complete foundation detail for master addition where it adjoins the raised floor foundation. Dimension width and depth of footing below grade, height of retained earth and show reinforcing. Foundation detail 6/S4.2 is referenced at what appears to be a new footing at the master addition, but the detail states it is existing. Please complete dimensioning of foundation details, sheet 4.2. Specify size, I.C.B.O. number and manufacturer of epoxy anchors. Show edge and end distances and spacing. Section 106.3.3. If required, show size, embedment and location of hold down anchors on foundation plan. Section 106.3.3. Sheet SSW1 which is referenced at steel strong wall cannot be found in the set of plans. Also, please specify embedment of hold down anchors at steel strong wall. If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 108.5.2. Please clarify whether you are using hold downs at wood shear panels and show them on the foundation plan. Plans show threaded rods and mention tension capacity, but no hold downs are shown. Please check all referencing. Many detail references reference the wrong sheet. For example, sections reference details on sheets S2.3 and S2.2. which are not included in the set of plans. It appears the details are on S1.3. Please specify size, depth and reinforcing for pad footing supporting girder truss at wall between hall and bathtub. Show posts supporting girder trusses. Please specify truss identification numbers on the framing plan for each type of truss. Loading on truss with file no 27-G (which I believe is girder truss over master bedroom and bath) seems incorrect. The truss supports 5' tributary of deck load. Please provide connection details for stair and landing cross bracing. Please show new or existing braced panels complying Sections 2320.4.2 and 2320.5.1 and Table 23-IV-C-1 in the east - west direction at the north end of the master bath / closet addition. (wall adjoining office and wall adjoining dining). Carlsbad 07-1697 6/29/07 Please provide non-combustible framing at chimney extension as there is no way to get 2" clearance with bottom plate in contact with masonry and studs in contact with bottom plate. (Table 31-B. 46 header at new garage supporting girder truss appears overstressed. Show location of attic access with a minimum size of 22'x30", unless the maximum vertical headroom height in the attic is less than 30". Access must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening. Section 1505.1. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2306.5. Piers supporting stairs and bathtub area. It appears there is new floor framing at bathtub area. Please show it on the foundation plan. Please provide an approved listing number (ICC or equivalent) for chimney extension. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. Show on the plans a wall receptacle adjacent to each lavatory in the new bathroom. NEC Art. 210-52(d). All bedroom branch circuits now require arc fault protection. Note clearly on the plans that "Bedroom branch circuits will be arc fault circuit protected." NEC Art. 210-12(b). (Not just the outlets). Window areas used in energy calculations do not appear to match plans. Some window areas shown as "0' on energy calculations. The regulations require a properly completed and properly signed Form CF-1 R (4 pages) to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. The form on the plans is not signed. Carlsbad 07-1697 6/29/07 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 U No U 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 Tamara Fischer at Esgil Corporation. Thank you. Carlsbad 07-1697 6/29/07 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 07-1697 PREPARED BY: Tamara Fischer DATE: 6/29/07 BUILDING ADDRESS: 1275 Yourell Ave. BUILDING OCCUPANCY: R3 /U1 TYPE OF CONSTRUCTION: VN BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) dwelling add 475/' 121.94 57,922 garage add 213 /' 26.61 5,668 deck/stairs 360 14.41 5,188 new roof struct 1050 14.41 15,131 re-roof 11 squares 126.38 1,390 Air Conditioning Fire Sprinklers TOTAL VALUE 85,298 Jurisdiction Code Icb IBY Ordinance Bldg. Permit Fee by Ordinance I $483.66 I Plan Check Fee by Ordinance V I $314.381 Type of Review: El Complete Review El Structural Only E _____ El Repetitive Fee l Other Repeats El Hourly Hour * Esgil Plan Review Fee I $270.85 Comments: Sheet,1 of 1 macvalue.doc of Carlsbad BUILDING PLANCHECK CHECKLIST DATE: 7 PLANCHECK NO.: CB 07- BUILDING ADbRES: , PROJECT DESCRIPTION: I CJ ASSESSORS PARCEL NUMBER: 0 3 . EST VALUE: 7O/ 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. DENIAL Please see the attached report of deficiencies marked with 0. 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. Only the applicable sheets have been sent. By: Date: U A Right-of-Way permit is required prior to construction of the following improvements: By: Date: By: Date: FOR OFFICIAL USE ONLY AUTHORIZA Date:_____ TION TO ISSUE BUILDING PERMIT' By: / ATTAC14MEN1(S ENGINEERING DEPT. CONTACT PERSON U Dedication Application - Name: KATHLEEN M. FARMER U Dedication Checklist City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602.2741 NOTE: If there are retaining walls associated with your project, please check with the Building Department if these walls need to be pulled by separate RETAINING WALL PERMIT. A-4 CA 920018-7314. (760) 602-2720 • FAX (760) 608&62 U Improvement Application U Improvement Checklist U Neighborhood Improvement Agreement U Grading Permit Application U Grading Submittal Checklist U Right-of-Way Permit Application U Right-of-Way Permit Submittal Checklist and Information Sheet 1ST 2' /7* BUILDING PLANCHECK CHECKLIST SITE PLAN I 3RD El 1. Provide a fully dimensioned site plan drawn to scale. Show: A. ,DProperty N6h Arrow —ight-of-Way Width & Adjacent Streets sting & Proposed Structures,v'G-Driveway widths sting Street lmprovemen/Existing or proposed sewer lateral Lines (show all dimenions) k Existing or proposedwater service sements J.. Existing or proposed irrigation service 2. Show on site plan: A. Drainage Patterns Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 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. El 3. Include on title sheet: Site address Assessor's Parcel Number 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 Show all existing use of SF and new proposed use of SF. Example: Tenant Improvement for 3500 SF of warehouse to 3500 SF of office. F:\Farnw%Kothy\MASTEASBjIdjng Planchock Chisi Porn, (Generic).doc 2 Rev. 7114/00 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE E 4a. Project does not comply with the following Engineering Conditions of approval for ProjectNo.______________________________________ El 0 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS 0 0 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm IK drain or utility easements on the building site is required for all new buildings and /1 N' for remodels with a value at or exceeding $_17,000 , pursuant to Carlsbad 7 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 ½" 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 ( 0 0 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 $_82,000 , 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:FannerXATHYMASTERS\8ufld1ng Plancheck Mist Fonn (Genert).doc 3 Rev. 1/14100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD El El El 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: El El El 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $_410.00 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: El El El 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: El El El 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. El El El 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill import, export and remedial). This information must be included on the plans. ., El El 7b. Grading Permit required. A separate grading plan prepared by a registered Civil \'c Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading NN~ approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: El El El 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) F:\FARMER1(ATHY\MASTERS\BuilclIng Plncfleck Cklst Form (Generic).doc 4 Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD 0 0 LI 7d. No Grading Permit required. LI LI LI 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS LI LI LI 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: LI LI LI 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 Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension-7153, for assistance. Industrial Waste permit accepted by: Date: NPDES PERMIT LI LI LI 10a. Storm Water Requirements Applicability Checklist Completed. LI LI LI lOb. Priority Determination and compliance: EJ Priority Project• çI/ubject to Standard Permanent Storm Water BMP's V A1 ExemDt— LI . LI )'1. 0 Rqtiired fees are attached / Dt'Jofees required LI LI LI 12a. Domestic (potable) Use S S 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" I" service with 5/8' service. F:FarTneiATHYWASTERSBuiIdhg Planched, Cklst Fonn (Geneilc).doc 5 Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD 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). LI 0 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 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: Q •STA 1+00 Install 2" service and 1.5: meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: Hydraulic grade line Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection 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:kFarmer%Kathy%MASTERS\Building Plancheck Cklat Fore, (Genohc).doc 6 Rev. 7/14/00 BUILDING PLANCHECK CHECKLIST 1ST 2N0 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. '12c. Irrigation Use (where recycled water is available) Recycled water meters are sized the same as the irrigation meter above. 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. E El 0 13. Additional Comments: F:\FanneA<athMASTERSBuj!d ing Plancheck cklat Porn, (Generic).doc 7 Rev. 7/14/00 / 4. ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address: Bldg. Permit No. Prepared by: Date: Checked by: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft./Units:_______________ Types of Use: Sq. Ft./Units:_______________ ADT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft../Units: Types of Use: . Sq. Ft./Units: Date: EDU's: EDU's: ADT's: ADT's: FEES REQUIRED: WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) 0 NO o PARK-IN-LIEU FEE PARK AREA & #: FEE/UNIT: X NO. UNITS:. . = $_____________ o TRAFFIC IMPACT FEE. ADT's/UNITS: X FEE/ADI: =$ o BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 ____ DIST. #3 ADT's/UNITS:. X FEE/ADT: = $______________ o FACILITIES MANAGEMENT FEE ZONE:_________ UNIT/SQ.FT.: X FEE/SQ.FT./UNIT: =$___________ o SEWER FEE EDU's: X FEE/EDU: . = $________________ BENEFIT AREA: - EDU's: X FEE/EDU: =$______________ o SEWER LATERAL ($2,500) . o DRAINAGE FEES PLDA ___: HIGH /LOW______ ACRES: X FEE/AC: = $_____________ o POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION lof2 WordOocs\MlstormsFee Calculation Worksheet . P 1IIA/flft : PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB07. iGq7 Address /f1 Ot&N.11, A. ' Planner c/iIs (j.r-yj4t-- Phone (760) 602- APN: Type of Project & Use:-Fi. Net Project Density: _DU/AC - ¶ 5 5 zoning:/ General Plan: ,kL..f'l Facilities Management Zone: CFD (in/out) #_Date of participation: Remaining net dev acres:. . . (For non-residential development: Type of land used created by this Circle One permit:______________________________________________________________ . . . Legend: Item Complete Dtern Incomplete - Needs your action Environmental Review Required: YES ____ NO TYPE V PATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES NO ____ TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval:_______________________________________________________ - Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES 7' NO____ 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): I em/ti Habitat Management Plan / T Data Entry Completed? YES NO If property has Habi.tat.Typ,e identified in\TaIle 11 of HMP complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) T4 Inclusionary Housing Fee required: YES NO V (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES NO ' (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 3/06 Lot Coverage: Height: Required Shown Required ' Shown 37 / Site Plan: Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and prpposd, structures, streets, existing street -improvements, right-of-way width, dimensional seibacksand existing topographical lines (inéluding all side and rear yard slopes). Provide legal description of property and assessor's parcel number.: * Policy 44 - Neighborhood Architectural Design Guidelines Applicability: YES NO________ Project complies YES!) Zoning: 1. Setbacks: Front: / Required _ Shown a2d / Interior Side: Required 9' 77z" Shown Street Side: Rear: Required - Required /' 7" Shown ______ Shown 7 J')." Top of slope: Required ___Shown - 2. Accessory structure setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown 5. Parking: Spaces Required Shown V (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown (T@A Additional Comments _-~T ,477 Cj]t71 OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE_________ H:\.ADMN\COUNTER\BldgPlnchkRevChklst Rev 3/06 Chris Garcia, Junior Planner 760-602-4622 CBO7-1 697 1st Plan Check 6/26/07 A. Site Plan Corrections The site plan shows side property lines at 108.93 feet measured back from face of curb. This measurement should start 10 feet back from face of curb. (Measurement from face of curb to rear property line should be 118.93) Show the proposed stairs with dimensions on the site plan.. Provide distance from proposed stairs to the rear property line as well as the dwelling to the rear property line. Provide % lot coverage calculation. The calculation should include the building footprint as well as the area under the proposed deck. Chris Garcia, Junior Planner 760-602-4622 CBO7-1697 2 nd Plan Check 9/5/07 A. Site Plan Corrections The site plan shows side property lines at 108.93 feet measured back from face of curb. This measurement should start 10 feet back from face of curb. Please show the 108.93 feet from PL to PL and 10 feet from PL to face of curb. Add zoning to plan: R-1. Provide % lot coverage calculation. The rear setback for this property is 18' 7". According to Section 21 .46.120 of the Municipal Code, stairways may project into any required yards, but in no case shall such intrusions extend more than two feet into such required yards. Therefore, the stairs must be at least 16' 7" away from the rear property line where only 14' 1" is shown. Please revise to comply with the code. \ CB071697 1275 YOURELLAV WALDROP RES-475 SF PATIO TO BEDRM213SF CARPORT TO GAR360 SF ROOF DECK W/STAIRSNEW ROOF STRUCT 1050 SF RE-ROOF ENTIRE HOUSE-I100 SF- w/CoMp RESDNTL RAID 77 k I 71a1c5? jF2 - I - C (coi) r q/s-/o-7 tf FC f-i/o I U C-t-r gpivo7 Ff 2a -r i W aWflL4 - es &-i L- wj 7euss —1caJ /qcec1J27 /-7T 7 Kii c. \O) qj - - ENGINEERING FIREAPppJpOpJ HEALTH DEPT HAZMAT /AIR OUAI. OTHER SEWER DISIR TO FROM APPUCAHTAPPLICANT b(HOOL FORM CD FORM P E & MRKSHEET SPEC wisp PLAN CORR ENG CORR ESGIL CORR FIRE CORR -.------ ,J