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Home My WebLink About1250 MARIPOSA RD; ; CB070715; Permit1 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 0629-2007 Residential Permit Permit No: CB070715 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 1250 MARIPOSA RD CBAD RESDNTL Sub Type: RAD 2122202200 Lot #: 0 $78,129.00 Construction Type: VN Reference #: 0 Structure Type: 0 Bathrooms: 0 WHELLIHAN RES- ADD 627 SF 1ST & 2ND STORY, ADD 109 SF TO EXIST DECK Status: ISSUED Applied: 03/14/2007 Entered By: LSM Plan Approved: 06/29/2007 Issued: 06/29/2007 Inspect Area: PD Orig PC#: Plan Check#: Applicant: WHEELIHAN FAMILY TRUST 04-06-00 1250 MARIPOSA RD CARLSBAD CA 92011 7604312501 Owner: WHEELIHAN FAMILY TRUST 04-06-00 1250 MARIPOSA RD CARLSBAD CA 92011 Building Permit $465.71 Meter Size AddI Building Permit Fee $0.00 Add'l Red. Water Con. Fee $0.00 Plan Check $302.71 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 $7.81 PFF (3105540) $0.00 Park in Lieu Fee $0.00 PEE (4305540) $0.00 Park Fee $0.00 License Tax (3104193) $0.00 LEM 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 $27.00 Renewal Fee $0.00 ELECTRICAL TOTAL $20.00 AddI Renewal Fee $0.00 MECHANICAL TOTAL $41.50 Other Building Fee $0.00 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 Add'l Pot. Water Con. Fee $0.00 Sewer Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 TOTAL PERMIT FEES $864.73 Total Fees: $8f413 Tctal Payments To Date: $864.73 Balance Due: $0.00 FINAL APP DVA Inspector: fi(PI Date: / 2 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 PERMIT APPLICATION * CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 1 PROJECT INFORMATION + 110 HAIL) 06- SA Ii)Al2 I4LL5619 4 FOR OFFICE USE ONLY PLAN CHECK NO. _? / EST. VAL. '7 & Plan Ck. Deposit Validated By_________________________ Date Bldg/Suite #) - business Name (at this address) Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Assessor's Parcel # Existing Use Proposed Use 2- 00 AOD ID XT /Og 176d4 Description of Work SQ. FT. #of Stories # of Bedrooms # of Bathrooms 1' ftDD1AJ6 15P TO WS l7it4 c8935, , // /57 SrJI y. MomW4c97 —roFhW1LY ,tH.4,/D 2. CONTACTPERSON (if different from applicant) ic Hi4-n'i I6UI-1 )PVA- /OiLJS Name Address it State/Zip Telephcne # Fax # VI! / 3. APPLICANT Contractor 0 Agent for Contractor wner Agent for owner ILE - '4- L//1-t/ Jp.O kfML/,405,4- ,Li2 0óM9 Name Address City State/Zip Telephone# 4 PROPERTY OWNER ciAL - V,&+ dtEELflJ 7? LOst 10 Name Address City State/ p # CONTRACTOR - COMPANY N'4ME + 1J elephone if Lj vit (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolis or repair any structurej,rior to issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001). Name Address City State/Zip Telephone # State License # License Class City Business License # Designer Name Address City State/Zip Telephone State License # WORKERS' COMPENSATION . Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 0 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company _ Policy No. Expiration Date__________________ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE "7 OWNER BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale $d. 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). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO I (have / 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 number / 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 number / contractors license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address / phone number / type PROPERTY OWNER SIGNATURE )/(&+ Jéf(,6fI&4&_ DATE j— COMPLETE THIS SECTION FOR cJFJT'ji5ENT/AL BU 1) PERMITS N.Y 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. 8 CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS__________________________________________________________ 9. APPLICANICERTIFICATION 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 Cit, of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is comm nced for a period of 180 ys (Secti n 101&4.4 Uniform Building Code). APPLICANT'S SIGNATURE I/LlLIt'I( DATE 3 -1 '1-O7--- WHITE: File YELLOW: Applicant PINK: Finance 4 Inspection List Permit#: CB070715 Type: RESDNTL RAD WHELLIHAN RES- ADD 627 SF 1ST & 2ND STORY, ADD 109 SF TO EXIST DEC Date Inspection Item Inspector Act Comments 01/29/2008 89 Final Combo PD AP 01/29/2008 89 Final Combo - RI 10/16/2007 17 Interior Lath/Drywall PD AP 10/16/2007 18 Exterior Lath/Drywall PD AP 10/11/2007 16 Insulation PD AP 10/11/200717 Interior Lath/Drywall PD WC 10/10/2007 16 Insulation JM CA MIKE 10/05/2007 14 Frame/Steel/Bolting/Weldin JM AP PEND STRUCT. REVIEW 1ST FLR 10/05/2007 17 Interior Lath/Drywall JM WC 10/05/2007 24 Rough/Topout JM WC 10/05/2007 34 Rough Electric JIM WC 10/05/2007 44 Rough/Ducts/Dampers JM WC 08/31/2007 13 Shear Panels/HD's PD AP 08/31/2007 84 Rough Combo PD CA 08/14/2007 13 Shear Panels/HD's PD WC 08/14/2007 15 Roof/Reroof PD AP 07/02/2007 11 Ftg/Foundation/Piers PD AP Tuesday, January 29, 2008 Page 1 of 1 City of Carlsbad Bldg Inspection Request 42 For: 01/29/2008 L U-1; Permit# CB070715 Inspector Assignment: PD Title: WHELLIHAN RES- ADD 627 SF 1ST Description: & 2ND STORY, ADD 109 SF TO EXIST DECK Type: RESDNTL Sub Type: RAD Phone: 6198438448 Job Address: 1250 MARIPOSA RD Suite: Lot: 0 Location: Inspect jit OWNER WHEELIHAN FAMILY TRUST 04-06-00 Owner: WHEELIHAN FAMILY TRUST 04-06-00 Remarks: Total Time: Requested By: MIKE Entered By: CHRISTINE CD Description Act Comments 19 Final Structural f 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Comments/Notices/Holds Associated PCRs/CVs Original PC# CV060110 CLOSED O-B.B. HOOP INR.O.W.; Inspection History Date Description Act lnsp Comments 10/16/2007 17 Interior Lath/Drywall AP PD 10/16/2007 18 Exterior Lath/Drywall AP PD 10/11/2007 16 Insulation AP PD 10/11/2007 17 Interior Lath/Drywall WC PD 10/10/2007 16 Insulation CA JIM MIKE 10/05/2007 14 Frame/Steel/Bolting/Welding AP JIM PEND STRUCT. REVIEW 1ST FLR 10/05/2007 17 Interior Lath/Drywall WC JIM 10/05/2007 24 Rough/Topout WC JIM 10/05/2007 34 Rough Electric WC JM 10/05/2007 44 Rough/Ducts/Dampers WC JM 08/31/2007 13 Shear Panels/HD's AP PD 08/31/2007 84 Rough Combo CA PD 08/14/2007 13 Shear Panels/HD's WC PD r'iP Information ltf.JTo Build On Engineering • CnsuIting • Testing REPORT Page _Lof CLIENT ef,kt cs 't,1 DATE Architect: Engineer Contractor PROJECT (Name) 14/XaI (Address) k/ REPORT NO. O2-okZ Building Permit No. Plan File No. Govt. Contract______________________________________ OSAorOSHPD# Other JO 7t/77 REVIEW MAT'L SAMPLING QTY MATERIAL DESCRIPTION )1. Rinf.: Rebar ,46/942 CHECKLIST XlPIan & Specs aL'al/4b/ OSHPD Concrete Cylinders OSA Cement Rinf.: W.W.E________________ Clearances _SpeciaIty e, ox Mortar Samples Rinf.: Tendons Positions Mechanical Grout Samples Conc.: Mix #/psi Sizes Electrical Masonry Block Conc.: Mix #/psi Laps Roofing Fireproofing Conc.: Mix #/psi _Future Continuity #/psi Concrete Grout.: Mix #/psi Consolidation Units (Block or Brick) Masonry Mortar: Type/psi Mortar Batching Asphalt Concrete Structural Steel Units: Block _EIectrode Storage Prestress Concrete - Roofing Units: Brick Torque Applied Pile Driving einf. Steel R Steel Fireproofing Steel -H.S. Bolts Waterproofing H.S. Bolts Metal Decking Non-Destructive Tendon (PT Strands) -__ Electrodes___________________ Technician _Soils __Other Fireproofing Batch Plant Other jjOther It., e1 Corrective action required______ Bolt Pull-Out 1 Other Corrections completed REMARKS I / 7$. '1/i/c' :oK j -/ ui%_c 0P t a low , o jaha t s ve/iS / CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work reported only and does not constitute engineering opinion or project control. TECHNICIAN'S NAME CERT. NO. 5b732. o,/2/ _L/cj (print clearly) TECHNICIAN'S SIGNATURE -DATE 2907 PSI-B-900-170 (3) - GEQCON INCORPORATED GEOTECHNICAL CONSULTANTS 6960' FLANDERS DRIVE • SAN DIEGO, CALIFORNIA 92121-2974 • TEL (858) 558-6900 • FAX (858) 558-6159 FOUNDATION OBSERVATION REPORT PROJECT NAME: ffiay lnh o t4f 2Z f2/11tl1qvt PROJECT NO. LOCATION: /JE ~1L, (i'SeX( a.td S'i t'tZ't DATE: /i fci- FOUNDATION LOCATION (if not entire buildina) PLAN FILE NO. PERMIT NOS: FOUNDATION TYPE:.S— CONVENTIONAL POST-TENSIONED 0 ADDITIONAL OBSERVATION REQUIRED I'SUBSTANTIAL CONFORMANCE PURPOSE OF OBSERVATION 4erify soil conditions exposed are similar to those anticipated fy footing excavations extend to minimum depth recommended in soil report LI Verify foundation reinforcement complies with minimum recommended in soil report Verify slab reinforcement, sand bedding and moisture barrier comply with minimum recommended in soil report LW'erify footings have been extended to an appropriate bearing strata LI Other i1rj-( -- APPLICABLE SOIL REPORT: TITLE: izcv IJ. SOIL REPORT RECOMMENDATIONS BASED ON: LI Expansion Condition LI VERY LOW LI"LOW 0 MEDIUM LI Fill Geometry 0 Other: MINIMUM FOUNDATION RECOMMENDATIONS: LI Footing Depth: 0 12 Inches W 18 Inches 0 24 Inches OTHER DATE: 0 HIGH 0 VERY HIGH Footing Reinforcement: LI No.4 T&B 0 2-No.4 T&B 0 2-No.5 T&B 0 Post-Tensioned OTHER: Interior Slab Reinforcement: LI 6x6-10I10 LI 6x6-616 0 No.3@241nches // Slab Bedding Material and Thickness: El No.3@181nches 0 Post-Tensioned Vapor Barrier: Foundation Width: _______________ /2 "1-1 OBSERVATIONS: L?T Substantial conformance with Soil Reports (see "Purpose of Observation") Substantial conformance with Foundation Plans. Identify: za rAi!J AA , LI Other COMMENTS: - - 41 IV :z i& 9iki NOTE IT IS ASSUMED THAT ALL FOOTING EXCAVATIONS WILL BE CLEANED OF LOOSE MATERIAL PRIOR TO PLACING CONCRETE AND THAI, THE SOIL MOISTURE CONTENT WILL BE MAINTAINED i41 vi,i X14 / A~ FIELD COPIES TO GEOCON REPRESENTATIVE FROM A N ENGINEERS 1-760-738-8364 (MON)JAN 21 2008 15:32/ST 15:31/No 6800901107 P A M ENGINEERS Consulting Structural Engineers 325 W. 3rd &vç., Sutc 205, Esondidc, CA. 92025 Phonc (7O) 741.7306 Fa, (760) 738-S364 January 21, 2008 Re: Wheelihan Residence To whom it may concern: 6X8 #1 DF/L is adequate to support the existing trusses and new roof framing in the enlarged living room in place of removed wall. CMST1 4 on the floor framing running from right side of enlarged bonus room can be stopped short of existing laundry room. Should you have any question, please do not hesitate to call me at 760-741-7306. Sincerely yours, Ahmad Miraftab Calif. PE, 40957 EsGil Corporation In Partnership with çovernmentforBui&fing Safety DATE: June 13, 2007 JURISDICTION: Carlsbad PLAN CHECK NO.: 07-715 SET: III U APPLICANT JUR AN REVIEWER U FILE PROJECT ADDRESS: 1250 Mariposa Road PROJECT NAME: SFD Addition for Wheelihan 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. LI 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. LIII 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. LI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: please have the engineer of work show the recommended 20" deep for the grade beams on the foundation plan. The plans show 18" mm. By: Bert Domingo Enclosures: Esgil Corporation 4ize cZ%te4/ fl GA LI MB LI EJ LI PC 6/7/07 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 r00d IY101 EsGil Corporation 74a- ç"z. in Partnership zfi govenforid(dingsafety DATE: June 13, 2007 JURISDICTION: Carlsbad PLAN CHECK NOW: 07-715 PROJECT ADDRESS: 1250 Mariposa Road PROJECT NAME: SFD Addition for Wheelihan SET: 1U 13 APPLICANT Cl JURIS. 0 PLAN REVIEWER 0 FILE 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 budding codes when minor deficiencies identified below are resolved and checked by building department staff. E 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. E 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: otease have the enolneerofwoj.sJjo Abe maornmaadW OçIppn for the gre..bams on the foundation olan. Th&D1aM,how 18" mm. By: Bert Domingo Enclosures: Esgil Corporation OGA El MB [JEJ PC 617/07 9320 Chesapeake Drive Suite 208 • San Dicgo, Caiifornia 92123 • (858) 5604468:. Fax (858) 560_157,) 00/T00d 9L9T 099 898 duoo 7II0S1 99:60 LO0Z-O3-NflL EsGil Corporation In Partnersfiip with government for Bui(tfin,q Safety DATE: May 25, 2007 JURISDICTION: Carlsbad PLAN CHECK NO.: 07-715 SET: II PROJECT ADDRESS: 1250 Mariposa Road PROJECT NAME: SFD Addition for Wheelihan P-AFPHeAJT U PLAN REVIEWER U FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. El 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. Lull 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: Mike & Viola Wheelihan 1250 Mariposa Road, Carlsbad, CA 92011 11111 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: Anne Parizeau Date7T tactedco ..4.5 /2 '1f0l(by /4 elephone Fax 1n Person LI REMARKS: 'Thy' By: Bert Domingo Esgil Corporation EIGA LIMB []EJ [}Pc Telephone #: (760) 728-9295 Fax #: Enclosures: 5/17/07 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 07-715 May 25, 2007 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 07-715 PROJECT ADDRESS: 1250 Mariposa Road SET: II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 5/17/07 May 25, 2007 REVIEWED BY: Bert 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. Please make all corrections on the original tracings and submit new complete sets of prints to: 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. 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. 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? UYes UNo Carlsbad 07-715 May 25, 2007 . PLANS 1. 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. 2. Plans deviating from conventional wood frame construction shall have the structural portions signed and sealed by the California state licensed engineer or architect responsible for their preparation, along with structural calculations.. (California Business and Professions Code). This will be checked when all the items below are met. 3. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 106.3.2. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM REQUIRED? REMARKS PLEASE INCLUDE THE EPDXY FOR SPECIAL INSPECTION ON THE COVER SHEET. . GENERAL RESIDENTIAL REQUIREMENTS 7. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. PLEASE SEE THE WINDOWS ADJACENT TO THE MASTER'S DOORS TO THE DECK. Carlsbad 07-715 May 25; 2007 FOUNDATION REQUIREMENTS The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: PLEASE SHOW THE REQUESTED NOTE ON THE FOUNDATION PLANS. The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents. PLEASE SUBMIT THE REQUESTED LETTER. . MISCELLANEOUS 30. IT SEEMS THAT THE GRADE BEAMS RECOMMENDATION IS DIFFERENT THAN WHAT IS SHOWN ON THE PLANS. NO RESPONSE. 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 L3 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 Bert Domingo at Esgil Corporation. Thank you. EsGil Corporation In Partners/lip with government for Building Safety DATE: March 27, 2007 U !PL~ PLICANT RIS. JURISDICTION: Carlsbad /LJ AN REVIEWER E PLAN CHECK NO.: 07-715 SET: I PROJECT ADDRESS: 1250 Mariposa Road PROJECT NAME: SFD Addition for Wheelihan 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. LII 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: Mike & Viola Wheelihan - 1250 Mariposa Road, Carlsbad, CA 92011 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: Anpe Parizeau Telephone #: (760) 728-9295 Date contacted: J--AJL71 (by: ) Fax #: Mail /Telephone/' Fax In Person LII REMARKS: By: Bert Domingo Enclosures: Esgil Corporation El GA ElI MB [] EJ El PC 3/19/07 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 07-715 March 27, 2007 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 07-715 JURISDICTION: Carlsbad PROJECT ADDRESS: 1250 Mariposa Road STORIES: TWO HEIGHT: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: March 27, 2007 DATE PLANS RECEIVED BY ESGIL CORPORATION: 3/19/07 PLAN REVIEWER: Bert Domingo 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 07-715 March 27, 2007 PLANS 1. 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. 2. Plans deviating from conventional wood frame construction shall have the structural portions signed and sealed by the California state licensed engineer or architect responsible for their preparation, along with structural calculations.. (California Business and Professions Code). This will be checked when all the items below are met. 3. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 106.3.2. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM REQUIRED? REMARKS SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION STRUCTURAL CONCRETE OVER 2500 PSI DESIGNER-SPECIFIED OTHER 4. 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. Carlsbad 07-715 March 27, 2007 5. On the cover sheet of the plans, specify any items that will have a deferred submittal (trusses, etc.). Additionally, provide the following note on the plans, per Sec. 106.3.4.2: "Submittal documents for deferred submittal items shall be submitted to the architect or engineer of record, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official." . GENERAL RESIDENTIAL REQUIREMENTS 6. Please show the type(single hung, slider, etc.) of the windows on the plans. Ventilation and egress requirements will be checked. 7. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. . ROOFING 8. Specify on the plans the following information for the roof materials, per Section 106.3.3: Manufacturer's name. Product name/number. ICBO approval number, or equal. 9. Show the required ventilation for attics (or enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters). The minimum vent area is 1/150 of attic area (or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents). Show area required and area provided. Section 1505.3. 10. Note on the plans: "Attic ventilation openings shall be covered with corrosion-resistant metal mesh with mesh openings of 1/4-inch in dimension." Section 1505.3. Carlsbad 07-715 March 27, 2007 EXITS, STAIRWAYS, AND RAILINGS 11. Guardrails (Section 509.1): Shall have a height of 36". Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B. Please submit calculations. Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6". . FOUNDATION REQUIREMENTS 12. THE FINAL REPORT INDICATED THAT THE SAME REPORT SHOULD BE UPDATED AFTER THREE YEARS. PLEASE SEE ALSO THE JURISDICTION REQUIREMENTS BELOW. 13. In Seismic Zone 4, each site shall be assigned a near-source factor. Identify this value in the soils report and on the plans. Section 1629.4.2. 14. Investigate the potential for seismically induced soil liquefaction and soil instability in Seismic Zones 3 and 4. This does not apply to detached, single- story dwellings. Section 1804.5 15. Note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 106.3.3. 16. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." 17. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). Carlsbad 07-715 March 27, 2007 FRAMING Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. Please see item 5 above. Please provide evidence that the engineer-of-record (or architect) has reviewed the truss calculation package prepared by others (i.e., a "review" stamp on the truss calculations or letter). Section 106.3.4.1. 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. Specify plywood and/or particle board thickness, grade and panel span rating. Table 23-11-E-1. . MECHANICAL (UNIFORM MECHANICAL CODE) Please show how the additions would be heated. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 310.11. . ELECTRICAL (NATIONAL ELECTRICAL CODE) 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). Carlsbad 07-715 March 27, 2007 . ENERGY CONSERVATION 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. PLEASE HAVE THE OWNER SIGN THE SPACE PROVIDED FOR ON THE CF- IR FORM. Show on the plans compliance with the residential energy lighting requirements (Mandatory requirement): a) All other rooms require any installed fixtures to be high efficacy or be controlled by a manually-on occupancy sensor or dimmer. (Closets under 70 square feet are exempt). Note: Generally a high efficacy style of fixture is fluorescent complete with electronic ballasts. Regular incandescent, quartz halogen and halogen MR lamps do not comply. . MISCELLANEOUS What is the subdivision lot # of the property? This is to verify the category of the soils with recommendation to be used per the soils report.. THE REFERENCED DETAIL I3/A7 ALONG THE WALL COMMON TO THE FAMILY AND THE LIVING ROOMS IS NOT CLEAR HOW THE NEW TRUSSES WOULD BE SUPPORTED. PLEASE SEE THE DETAIL I 1/A7 ALSO HOW THE DECK JOISTS WOULD BE SUPPORTED. PLEASE SUBMIT CALCULATIONS. THERE ARE FJ SHOWN ON THE FRAMING PLANS BUT NOT DEFINED. IT SEEMS THAT THE GRADE BEAMS RECOMMENDATION IS DIFFERENT THAN WHAT IS SHOWN ON THE PLANS. CARLSBAD SPECIAL CODE REQUIREMENTS All new residential buildings, including additions, require a soils report. An update letter is required if the report is more than 3 years old. If a room addition is less than 1000 sq. ft. in area and only one story, then a soils report is not required. Under this condition, Esgil staff should advise the City (upon final transmittal) to place their "soils notice" stamp on the plans. Carlsbad has ruled that a stand- alone accessory dwelling unit, if under 1000 square feet, may also qualify for this exception. • Carlsbad 07-715 March 27, 2007 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: YesU 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 Bert Domingo at Esgil Corporation. Thank you. Duties or tha special h1pectors. tar the work listed above: A- Carlsbad 07-715 March 27, 2007 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: Z-5O Har'%posex r PLAN CHECK NUMBER:, 69115 OWNER'S NAME: t4i+VIOk tOkikot I. as the owier, or agent of the owrer (contractors may Lot employ the special inspector), certify that I, or.the architectiengineer of record, will be responsible for employing the special inspector(s) as required by Uniform Bulding Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5. Signed /A k" . f, as the engineer/architect of record, certify that I have preared the following special inspection Program as required by UBC Section 106.3.5 for the construction project located at the site listed above. Signed List of work requiring special inspection: Soils Compliance Prior to Foundation Inspection j Structural Concrete Over 2500 PSI LI Prestressed Concrete El Structural Masonry El Designer Specified El High Strength Bolting Expansion/Epoxy Anchors 111 Sprayed-on Fireproofing Other Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: Special Inspectors shall cticic Ii with the City and Present their credentials for approval orforjç beginning work or the job site. -.14 IJP.UIInnUAA CJ$0 di,-,,:;n in zn jdi Carlsbad 07-715 * March 27, 2007 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 07-715 PREPARED BY: Bert Domingo DATE: March 27, 2007 BUILDING ADDRESS: 1250 Mariposa Road BUILDING OCCUPANCY: R 3 TYPE OF CONSTRUCTION: V N BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Addition 627 121.94 76,456 deck 109 14.41 1,571 Air Conditioning Fire Sprinklers TOTAL VALUE 78,027 Jurisdiction Code 1cb IBY Ordinance Bldg. Permit Fee by Ordinance [1 I $456.71 I Plan Check Fee by Ordinance 1 I $296.86 I Type of Review: Complete Review E Structural Only LI Other El Repetitive Fee Repeats LI Hourly Hour * Esgil Plan Review Fee I $255.76 Comments: Sheet 1 of 1 macvalue.doc o CAdp1 Citv of Carlsba Public Works - Engineer i ng BUILDING DATE:~ /a- 1 PNCHECKNO.: CB BUILDING ADDRESS: PROJECT DESCRIPTION: 4dLc & ASSESSOR'S PARCEL NUMBER: 1-12 2 o - 'u'— EST. VALUE: /2-9 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. U A Right-of-Way permit is required prior to construction of the following improvements: 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: By: Date: By: - Date: Y )RIZATION TO ISSUE BUILDING PERMIT: By: -. Date: ENGINEERING DEPT. CONTACT PERSON Name: KATHLEEN M. FARMER 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 920T-7314 • (760) 602-2720 • FAX (760) 608&62 U Dedication Application U Dedication Checklist LI Improvement Application LI Improvement Checklist U Neighborhood Improvement Agreement LI Grading Permit Application U Grading Submittal Checklist U Right-of-Way Permit Application U Right-of-Way Permit Submittal Checklist and Information Sheet LJ BUILDING PLANCHECK CHECKLIST SITE PLAN 3RD E D 1. Provide a fully dimensioned site plan drawn to scale. Show: Arrow -F Ri ht-of-Way Width & Adjacent Streets B,-xisting & Proposed Structure. G-iveway widths rE ting Street Improvements 7'H. Existing or proposed sewer lateral erty Lines (show all dimensioi's) I. _Eiing or proposed water service ements ,, .._-d Existing or proposed irrigation service LI LI 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. 117" [1] fl 3. Include on title sheet: / A. 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. E\Farrner\Kathy\MASTERS\Building Plancheck Ckst Form (Generic).doc 2 Rev. 7/14/00 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3" DISCRETIONARY APPROVAL COMPLIANCE D 0 4a. Project does not comply with the following Engineering Conditions of approval for ProjectNo.________________________________________________________ 0 0 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 fV drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $_17,000 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 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: A IMPROVEMENT REQUIREMENTS 0 0 6a. All needed public improvements upon and adjacent to the building site must be 11 ' 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:FarmeXATHV\MASTERS\BuiJding PIancliecJ Cklst Form (Generlc).doc 3 Rev. 7/14/00 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 $_400.00 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. LJf" El El 7b. Grading Permit required. A separate grading plan prepared by a registered Civil 1 Engineer must be submitted together with the completed application form U 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: El 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) F:'FarnerXATH'flMASTERS'.BuIIding Plancfleck Cklst Form (Gene,lc).doc 4 Rev. 7/14/00 1ST 2ND 3RD LI LI LI LI LI LI BUILDING PLANCHECK CHECKLIST No Grading Permit required. 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 0 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 ba. Storm Water Requirements Applicability Checklist Completed. II LI lOb. Priority Determination and compliance: U Priority Project U Subject to Standard Permanent Storm Water BMP's 0 Exempt LI II. 0 eqtIii fees are attached No fees required WATER METER REVIEW LI LI LI 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:FarmerXATH'rJIASTERS\8uikng Panchock Ckst Form (Generic).dac 5 Rev. 7114/00 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). 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: 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 (P00) 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 fFarmerM(athy\MASTEAS\BuiIding Plancheck Cklsl Form (Generic).doc 6 Rev. 7/14/00 BUILDING PLANCHECK CHECKLIST 1ST 2N0 3R0 service boundary, the City intends on switchihg these irrigation services/meters to a new recycled water line in the future. E 0 0 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. 0 0 0 13. Additional Comments: F\FormeAXothy\MASTERS\BoIdng Plancheck Ckiat Form (Genenc).doc 7 Rev. 7/14100 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET 0 Estimate based on unconfirmed information from applicant. 0 Calculation based on building plancheck plan submittal. Address: Bldg. Permit No._______________________ Prepared by: Date: Checked by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft./Units: EDU's: Types of Use: Sq. Ft./Units: EDUs: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft./Units: ADT's: Types of Use: Sq. Ft./Units: ADI's: FEES REQUIRED: WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) 0 NO PARK-IN-LIEU FEE PARK AREA & #: FEE/UNIT: X NO. UNITS: =8 TRAFFIC IMPACT FEE ADT's/UNITS: X FEE/ADT: = $_____________ BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 DIST. #3 ADTs/UNITS: X FEE/ADT: =8 O 4. FACILITIES MANAGEMENT FEE ZONE:_________ UNIT/SQ. FT.: X FEE/SQ. FT./UNIT: = $_____________ O 5. SEWER FEE EDU's: X FEE/EDU:________ =8 BENEFIT AREA: EDU's: S S X FEE/EDU: = $_______________ O 6. SEWER LATERAL (82,500) = $_______________ O 7. DRAINAGE FEES PLDA : HIGH /LOW_______ ACRES: X FEE/AC: =8 O 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION lof2 WordDocsMisformsFee Calculation Worksheet Paw 711AInn PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB -? 7 Address ZSt2 AScL Planner Erin Endres Phone(760)602- 4625 APN: 2-12-- Z_2-D 2- Type of Project & Use:F I+t;:) Zoning...'A'tGeneraI Plan:_________ CFput) #_Date of participation:* L.ircle une (For non-residential development: Type of land used created by this permit:____________________________________________________ Legend: item Complete 0 item Incomplete - Needs your action Environmental Review Required: YES NO TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YESk NO TYPEfL/ APPROVAURESNOa iizi5 ..QATE PROJECTNO. i-" )) OTHER RELATED CASES: L Net Project Density: DU/AC Facilities Management Zone: .2_'D Remaining net dev acres:______ Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval:__________________________________________________________ 0 EJ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES____ 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): 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. lncluslonary Housing Fee required: YES NO 7 (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:ADMINCOUNTER\BIdgPInchkRevChkIst Rev 9/01 Site Plan: —tJ_ El fl Provide a fully dimensional site plan drawn to scale. Show: North arrow, property links, 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). 0 Provide legal description of property and assessor's parcel number. Policy 44— Neighborhood Architectural Design Guidelines Applicability: YES N0.)C_* El Project complies YES NO________ Zoning: El 1. Setbacks: / Front: Required 2.. C) Shown 2-0 t Interior Side: Required %IShown __________ Street Side: Required Shown Rear: Required C' Shown -f- lop of slope: Required Shown 0 21 Accessory structure setbacks: ' Front: Required Shown Interior Side: Required I Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown El El Lot Coverage: Required Shown 42*47,b 0 0 Height: Required Shown El El ,,At Parking: Spaces Required Shown cQ (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown 0 0 Li Additional Comments________________________________________________________ OK TO ISSUE AND ENTERED APPROVAL INTO Ir'—/ ) 'S ) 6~ tA2—DATE____ H:'ADMINCOUNTER\8IdgPInchkRevChklst Rev 9/01 GEOCON I N C 0 R P 0 R A T E D GEOTECHNICAL CONSULTANTS Project No. 06195-52-09 May 22, 2007 Wheelihan Construction Incorporated 2598 Fortune Way, Suite L Vista, California 92081 Attention: Mr. Mike Wheelihan WIN Subject: MARIANO LOT 22 ADDITION 1250 MARIPOSA ROAD CARLSBAD, CALIFORNIA FOUNDATION PLAN REVIEW LUOZ 6 AVt ac References: 1. Update Geotechnical Report and Response to Plan Check Comments, Mariano, Lot 22 Addition, 1250 Miraposa Road, Carlsbad, California, prepared by Geocon Incorporated dated May 7, 2007 (Project No. 06195-52-09). Final Report of Testing and Observation Services During Site Grading, Mariano, Carlsbad, California, prepared by Geocon Incorporated, dated October 18, 2000 j. (Project No. 06195-12-03). Wheelihan Residence, 1250 Mariposa Road, Carlsbad, California, prepared by S Anne Parlzeau, Architect, dated March 2007 (Job Number 06-007). Z) Dear Mr. Wheelihan: In accordance with your request, we have reviewed the referenced foundation plans to check if the plans and details have been prepared in substantial conformance with the recommendations presented in our referenced geotechnical reports. A review of the referenced plans indicates that the plans are in general conformance with the recommendations presented in the referenced reports. Our review was limited to geotechnical aspects of project development and did not include the review of other details on the referenced plan. Geocon Incorporated has no opinion regarding other details found on the referenced plans, structural or otherwise, that do not directly pertain to geotechnical aspects of site development. Should you have any questions regarding this letter, or if we may be of further service, please contact the undersigned at your convenience. Very truly yours, GEOCON INCORPORATED CEG 1778 S (2) Addressee o SADR cc No. 1778 —I - CERTIFIED * ENGINEERING GEOLOGIST Shawn Weedon GE 2714 OFESS,0 2f No. 2714 \ uj Exp.06i3j7 6960 Flanders Drive • San Diego, California 92121-2974 • Telephone (858) 558-6900 •Fax (858) 558-6159 COa 7 0 74-57 GEOCON INC0R0RATED GEOTECHNICAL CONSULTANTS (10M) Project No. 06195-52-09 May 7, 2007 Wheelihan Construction Incorporated 2598 Fortune Way, Suite L Vista, California 92081 Attention: Mr. Mike Wheelihan Subject: MARIANO LOT 22 ADDITION 1250 MARIPOSA ROAD CARLSBAD, CALIFORNIA UPDATE GEOTECHNICAL REPORT AND RESPONSE TO PLAN CHECK REVIEW COMMENTS References: 1. Final Report of Testing and Observation Services During Site Grading, Mariano, Carlsbad, California, prepared by Geocon Incorporated, dated October 18, 2000 (Project No. 6195-12-03). Wheelihan Residence, 1250 Mariposa Road, Carlsbad, California, prepared by Anne Parlzeau, Architect, dated March 2007 (Job Number 06-007). Plan Review Comments for SFD Addition for Wheelihan, 1250 Miraposa Road, Carlsbad, prepared by Esgil Corporation, dated March 27, 2007 (Plan Check Number 07-715). Dear Mr. Wheelihan: In accordance with your request, and our proposal LG- 07146, dated April 27, 2007, we prepared this letter to comment on the conclusions and recommendations presented in the referenced report and respond to the review comments by Esgil Corporation. Lot 22 is located within the northwestern portion of the Mariano subdivision. Geocon Incorporated provided testing and observation services during grading operations in 1999 and 2000. A review of the referenced report dated October 18, 2000 shows Lot 22 is a cut/fill lot. The majority of the building pad is underlain by the formational materials of the Santiago Formation. The fill area is limited to the western margin of the site. A review of the referenced report also indicates that the near surface soil possesses an Expansion Index of 0, which is classified as "very low" expansion potential" (Expansion Index [El] of 20 or less) as defined by the Uniform Building Code (UBC) Table No. 18-1- B. The existing structure is supported by a post-tensioned foundation system. 6960 Flanders Drive • San Diego, California 92121-2974 0 Telephone (858) 558-6900 Fox (858) 558-6159 MW 7,S Based upon our review of the current project conditions, review of the referenced plans, and the information contained within the referenced report, it is the opinion of Geocon Incorporated that the conclusions and recommendations presented in the referenced report, dated October 18, 2000, remain applicable to the currently proposed development. However the following updated information should also be implemented. CONCLUSIONS AND RECOMMENDATIONS 1.0 Faulting And Seismicity 1.1 Based on the field investigation and review of aerial photographs, published geologic maps, and previous geotechnical reports; the site is not located on any active or potentially active fault trace as defined by the California Geological Survey (CGS). 1.2 We calculated the distance of known faults to the site using the computer program EQFA ULT (Blake, 2000). The program estimates ground accelerations at the site for the maximum seismic events based upon distances from the site to known California active faults that have been digitized in an earthquake catalog. The results of the deterministic analysis indicate that the Rose Canyon Fault is the dominant source of potential ground shaking at the site. The Rose Canyon Fault is estimated to have the capability to generate a maximum earthquake event of Magnitude 7.2. The estimated maximum peak site acceleration is calculated to be 0.34 g. Table 1 presented the dominate earthquake events and calculated peak site accelerations. TABLE 1 DETERMINISTIC SITE PARAMETERS FOR SELECTED FAULTS Fault Name Distance from Site (miles) Maximum Earthquake Maximum Site Acceleration (g) Rose Canyon 5 7.2 0.34 Newport-Inglewood (Offshore) 8 7.1 0.29 Coronado Banks Fault Zone 21 7.6 0.18 Elsinore—Julian 25 7.1 0.12 Elsinore—Temecula 25 6.8 0.10 Palos Verdes 39 7.2 0.08 San Jacinto Hills 39 7.2 0.06 Elsinore - Glen Ivy 36 6.8 0.06 Earthquake Valley 1 42 1 6.5 1 0.04 1.3 It is our opinion the site could be subjected to moderate to severe ground shaking in the event of an earthquake along any of the faults listed on Table 1 or other faults in the southern California! northern Baja California region. We do not consider the site to possess Project No. 06195-52-09 - 2 - May 7, 2007 a greater risk than that of the surrounding developments. While listing peak accelerations is useful for comparison of the potential effects of fault activity in the region, other considerations are important in seismic design, including the frequency and duration of motion and the soil conditions underlying the site. We recommend that seismic design of the structures be performed in accordance with the California Building Code (CBC) guidelines and/or those currently adopted by the City of Carlsbad. 2.0 Liquefaction 2.1 Liquefaction typically occurs when a site is located in a zone with seismic activity, on-site soil is cohesionless, groundwater is encountered within 50 feet of the surface, and soil relative densities are less than about 70 percent. If all four previous criteria are met, a seismic event could result in a rapid-pore water pressure increase from the earthquake- generated ground accelerations. Due to the relatively dense nature of the compacted fill and formational materials and lack of permanent groundwater table, the potential for liquefaction occurring at the site is considered to be very low. 3.0 Seismic Design 3.1 Table 3 summarizes site-specific seismic design criteria obtained from the Uniform Building Code (IJBC) and the California Building Code (CBC). The values listed on Table 3 are the Rose Canyon Fault (located approximately 5 miles west/southwest of the site), which is identified as a Type B fault. TABLE 3 SITE SEISMIC DESIGN CRITERIA Parameter Value UI3C Reference Seismic Zone Factor 0.40 Table 16-I Soil Profile S, Table 16-1 Seismic Coefficient, Ca 0.40 Table 16-Q Seismic Coefficient, C 0.61 Table 16-R Near-Source Factor, Na 1.0 Table 16-S Near-Source Factor, N 1.1 Table 16-T Seismic Source B Table 16-U 3.2 Conformance to the criteria in Table 3 for seismic design does not constitute any kind of guarantee or assurance that significant structural damage or ground failure will not occur if a maximum level earthquake occurs. The primary goal of seismic design is to protect life and not to avoid all damage, since such design may be economically prohibitive. Project No. 06195-52-09 - 3 - May 7, 2007 4.0 Foundation Recommendations 4.1 The foundation system for the existing structure consists of Category II, post-tensioned system. We understand that the proposed addition will be supported by continuous strip footings and isolated spread footings. The new foundation system should be properly dowelled into the existing foundations. The project structural engineer should provide recommendations for dowelling into the existing post-tensioned system. 4.2 Foundations for the structure should consist of continuous strip footings and/or isolated spread footings. Continuous footings (exterior and interior) should be at least 12 inches wide and extend at least 18 inches below lowest adjacent pad grade and be founded entirely on either properly compacted fill or Santiago Formation. Isolated spread footings should be at least 2 feet wide, extending at least 18 inches below the lowest adjacent pad grade, and be founded entirely on either properly compacted fill or Santiago Formation. Minimum steel reinforcement for continuous footings should consist of at least four No. 4 steel reinforcing bars placed horizontally in the footings; two near the top and two near the bottom. The project structural engineer should provide recommendations for reinforcement of isolated spread footings. 4.3 The foundation dimensions and concrete reinforcement are based on soil characteristics only and are not intended to be used in-lieu of those necessary to satisfy structural loading. The project structural engineer should design actual reinforcement of the foundations. 4.4 The recommended allowable bearing capacity for foundations designed as recommended above is 2,000 pounds per square foot (psf) for foundations in properly compacted fill material or Santiago Formation. The allowable soil bearing pressure may be increased by an additional 500 psf and 300 psf for each additional foot of depth and width, respectively, to a maximum allowable bearing capacity of 4,000 psf. The values presented above are for dead plus live loads and may be increased by one-third when considering transient loads due to wind or seismic forces. 4.5 No special subgrade presaturation is deemed necessary prior to placing concrete, however, the exposed foundation and slab subgrade soils should be moistened as necessary to maintain a moist soil condition as would be expected in any such concrete placement. 4.6 Foundation excavations should be observed by the Geotechnical Engineer (a representative of Geocon Incorporated) prior to the placement of reinforcing steel and concrete to check that the exposed soil conditions are consistent with those expected and have been extended to appropriate bearing strata. If unexpected soil conditions are encountered, foundation modifications may be required. Project No. 06195-52-09 - 4 - May 7, 2007 5.0 Concrete Slabs-On-Grade Recommendations 5.1 Concrete slabs-on-grade not subjected to vehicular traffic should be at least 4 inches thick. Minimum slab reinforcement should consist of No. 3 steel reinforcing bars placed 18 inches on center in both horizontal directions and positioned near the slab midpoint. The concrete slabs-on-grade should be underlain by at least 4 inches of clean sand and where moisture-sensitive floor coverings are planned or used to store moisture sensitive materials should be underlain by a vapor inhibitor covered with at least 2 inches of clean sand. Where floor slabs will be subject to concentrated loading, the slab thickness should be increased to accommodate anticipated loading and be designed by the project structural engineer. 5.2 Exterior concrete flatwork not subject to vehicular traffic should be constructed in accordance with the following recommendations. Slab panels should be a minimum of 4 inches thick and when in excess of 8 feet square should be reinforced with 6 x 6 - W2.91W2.9 (6 x 6 - 6/6) welded wire mesh to reduce the potential for cracking. In addition, concrete flatwork should be provided with crack control joints to reduce and/or control shrinkage cracking. Crack control spacing should be determined by the project structural engineer based on the slab thickness and intended usage. Criteria of the American Concrete Institute (ACI) should be taken into consideration when establishing crack control spacing. Subgrade soils for exterior slabs not subjected to vehicle loads should be compacted in accordance with criteria presented in the grading section prior to concrete placement. 5.3 Where exterior flatwork abuts the structure at entrant or exit points, the exterior slab should be dowelled into the structure's foundation stemwall. This recommendation is intended to reduce the potential for differential elevations that could result from differential settlement or minor heave of the flatwork. Dowelling details should be designed by the project structural engineer. 5.4 The recommendations presented herein are intended to reduce the potential for cracking of slabs and foundations as a result of differential movement. However, even with the incorporation of the recommendations presented herein, foundations and slabs-on-grade will still exhibit some cracking. The occurrence of concrete shrinkage cracks is independent of the soil supporting characteristics. Their occurrence may be reduced and/or controlled by limiting the slump of the concrete, the use of crack control joints and proper concrete placement and curing. Crack control joints should be spaced at intervals no greater than 12 feet. Literature provided by the Portland Concrete Association (PCA) and American Concrete Institute (ACT) present recommendations for proper concrete mix, construction, and curing practices, and should be incorporated into project construction. Project No. 06195-52-09 - 5 - May 7, 2007 5.5 This update geotechnical report is also a response to the Plan Check Comments (reference No. 3) Item numbers 12, 13, 14, 15, and 16.Geocon Incorporated should be provided a copy of the project foundation plans for review to satisfy Item No. 17. Should you have any questions regarding, this report, or if we may be of further service, please contact the undersigned at your convenience. Very truly yours, GEOCON INCORPORATED CEG 1778 ."0t4AL 3 01 N /1 AU 0" o SADR 4o.1fl8 CV..R11FED I * NGNEERING / N1OF c.'-'!V zd Shawn Weedon GE 2714 OFESS No. 2714 EXP.06/30/07 i;; AS:SW:dmc (6/del) Addressee * LI Project No. 06195-52-09 - 6 - May 7, 2007 - City of C a r] s b a d Building De partment CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name: WHEELIHAN RESIDENCE Building Permit Plan Check Number: CB070715 Project Address: 1250 MARIPOSA ROAD A.P.N.: 212-220-22-00 Project Applicant (Owner Name): MIKE & VIOLA WHEELIHAN Project Description: RESIDENTIAL ADDITION Building Type: V-N Residential: New Dwelling Units Square Feet of Living Area in New Dwelling Second Dwelling Unit: Residential Additions Commercial/Industrial: City Certification of Applicant Information: Square Feet of Living Area in SDU 627 Net Square Feet New Area are Feet Floor Area Date: Carlsbad Unified School District Vista Unified School District 6225 El Camino Real 1234 Arcadia Drive Carlsbad CA 92009 (331-5000) ,,' Vista CA 92083 (726-2170) Encinitas Union School District San Dieguito Union High School District 101 South Rancho Santa Fe Rd 710 Encinitas Blvd. Encinitas, CA 92024 (944-4300 ext 166) Encinitas, CA 92024 (753-6491) San Marcos Unified School District 215 Mata Way San Marcos, CA 92069 (290-2649) Contact: Nancy Dolce (By Apnt. Oni' Certification of Applicant/Owners. The person executing this declaration ('Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. Signature: Date: 16 ? :x~ Revised 3/30/2006 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) *************************************************************************************************** THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER lfxw-ipw'~Mlf~ fflsM~~~ VALTER MEMA NY ASSISTANT SUPERINTENDENT iL ISi.Ji..i.I. ulurit-V 6225 EL CAMNO R" CA~ CA 9n9 Zk -cx1 Revised 3/30/2006 CB070715 1250 MARIPOSA RD WHELLIHAN RES- ADD 627 SF 1ST & 2ND STORY, ADD 109 SF TO EXIST DECK RESDNTL RAD Lot#: WHEELIHAN FAMILY TRUST 04-06-0C El 3J/L4.cr7 rt Crr - esc-u 2- F-1 J Dr7 0-7 cwt - TYZM.S cC-LLS 67ZUL-T WLcS PAAAJ U( 7U4-F C- - - b/ UILDINGWJ44k PLANNING b ENGINEERING - FIRE APPRJFQRM HEALTH DEPT HAZMAT /AIR QLJAI. TO FROM OTHER SEWER DISTR SCHOOL FORN& CFO FORM P E M WORKSHEET SPEC INSP PLAN CORR CORR SOIL CORR FIRE CORR