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Home My WebLink About2714 LEVANTE ST; ; CB061954; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 02-16-2007 Residential Permit Permit No: CB061954 Building Inspection Request Line (760) 602-2725 Job Address: 2714 LEVANTE ST CBAD Permit Type: RESDNTL . Sub Type: RAD Status ISSUED Parcel No: 2162202200 Lot #: 0 Applied: 07/10/2006 Valuation: $38,430.00 Construction Type: NEW Entered By: MDP Occupancy Group: Reference #: Plan Approved: 02/16/2007 # Dwelling Units: 0 Structure Type: Issued: 02/16/2007 Bedrooms: 0 Bathrooms: 0 Inspect Area: Project Title: MESSINA RESIDENCE Orig PC#: 315 SF ADDITION, TWO STORY Plan Check#: Applicant: Owner: MESSINA FAMILY TRUST 09-24-05 MESSINA FAMILY TRUST 09-24-05 2714 LEVANTE ST 2714 LEVANTE ST CARLSBAD CA 92009 . CARLSBAD CA 92009 Building Permit $293.03 Meter Size Add'I Building Permit Fee $0.00 Add'I Red. Water Con. Fee $0.00 Plan Check $190.47 Meter Fee $0.00 Add'I Plan Check Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $3.84 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 $69.00 Renewal Fee $0.00 ELECTRICAL TOTAL $20.00 Add'I Renewal Fee $0.00 MECHANICAL TOTAL .. $46.00 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'I Pot. Water Con. Fee $0.00 'Sewer Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 TOTAL PERMIT FEES $622.34 Total Fees: $622.34 Total Payments To Date: $622.34 Balance Due: $0.00 FINAL APPROVAL Inspector: VA lot 11o7 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 tees/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 PEFMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 1 PROJECT INFORMATION 06 F1I2006 001 12 49 y PLAN CHECK NO ' EST. VAL. Plan Ck. Deposit I( C1, 7 Validated By Address (jjiclude Bldg/Suit #) Business Name (at this address) 1IL/ Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of Units Assessor's Parcel # Existing Use Proposed Use Description of Work I IJ / - SQ. FT #of Stories # of Bedrooms # of Bathrooms 41 -D mo"f 2. CONTACT PERSON (it different from applicant) Name Address City State/Zip Telephone # Fax # 3 APPLICANT 0 Contractor 0 Agent for Contracto 11 r 0 Ow 11 ner 0 Agent f 11 or &wner 1f''(io fl' 640 1144 j _,i Ltrn't Jr CM: CM:U OM, £4 q9-0,0 I ------ Name Address City State/Zip Telephone # 4 PROPERTYOWNER '7 6-0"- Name Address City State/Zip Telephcne'r 5 CONTRACTOR COMPANY NAME (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$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 - V 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. o 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) E] CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (S 100.000). 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 QWNER4UILDERDECLARATION ... I hereby affirm that I am exempt from the Contractor's License Law for the following reason: C3 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section ---- Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES []NO 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 he contracted (hired) the folio •ng persons to provide the work indicated (include name / address / phone number / type of work): /7 /7 PROPERTY OWNER SIGNATURE (' C . DATE - (c -0 7 COMPLETE THIS SECTION FOR NON RESIDEAI f/AL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 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. CQNSTRUCTlOTiGEcy 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__________________________________________________________ APPLICANT QERtATjöN 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 commence ithin 180 days fro "e dat f S ch permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced period of 180 5 ect n 10 .4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE LZLJiJ4' Dag WHITE: File YELLOW: Applicant PINK: Finance WA K City of Carlsbad Bldg Inspection Request For: 10/12/2007 Permit# CB061954 Inspector Assignment: MC Title: MESSINA RESIDENCE Description: 315 SF ADDITION, TWO STORY Type: RESDNTL Sub Type: PAD Phone: 6199336302 Job Address: 2714 LEVANTE ST Suite: Lot 0 Location: Inspector: (Vt OWNER MESSINA FAMILY TRUST 09-24-05 Owner: MESSINA FAMILY TRUST 09-24-05 Remarks: Total Time: Requested By: TONY Entered By: JANEAN CD Description Act Comment 19 Final Structural 29 Final Plumbing t ç- 39 Final Electrical r6 z4 49 Final Mechanical Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp Comments 09/19/2007 17 Interior Lath/Drywall AP MC 09/06/2007 16 Insulation AP MC 08/30/2007 14 Frame/Steel/Bolting/Welding AP MC RECEIVED HD LOAD PATH & VAULTED CEILING REVISIONS 08/30/2007 18 Exterior Lath/Drywall AP MC CONTRACTOR TO PROVIDE LETTER 08/30/2007 24 Rough/Topout AP MC 08/30/2007 34 Rough Electric AP MC 08/08/2007 13 Shear Panels/HD's PA MC NOTICE ATTACHED 08/08/2007 15 Roof/Re roof AP MC 08/06/2007 12 Steel/Bond Beam WC MC 08/06/2007 13 Shear Panels/HD's CO MC SEE NOTICE ATTACHED 08/02/2007 13 Shear Panels/HD's NR MC AFTER STOP, RE-CEIVED SPECIAL INSP REPORT FOR HD ANCHORS 07/02/2007 11 Ftg/Foundation/Piers AP MC City of Carlsbad Bldg Inspection Request For: 08/30/2007 Permit# CB061954 Inspector Assignment: MC Title: MESSINA RESIDENCE Description: 315 SF ADDITION, TWO STORY Type: RESDNTL Sub Type: RAID Phone: 6199336302 Job Address: 2714 LEVANTE ST Suite: Lot: 0 Location: Inspector: (Vi C APPLICANT MESSINA FAMILY TRUST 09-24-05 Owner: MESSINA FAMILY TRUST 09-24-05 Remarks: Total Time: Requested By: TONY Entered By: CHRISTINE CD Description Act Comments 18 Exterior Lath/Drywall A? It' 1o'A 24 Rough/Topout 34 Rough Electric (4 M7 :-w' )ç p j Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description 08/08/2007 13 Shear Panels/HD's 08/08/2007 15 Roof/Reroof 08/06/2007 12 Steel/Bond Beam 08/06/2007 13 Shear Panels/HD's 08/02/2007 13 Shear Panels/HD's 07/02/2007 11 Ftg/Foundation/Piers 07/02/2007 12 Steel/Bond Beam 06/26/2007 21 underground/Under Floor Act lnsp Comments PA MC NOTICE ATTACHED AP MC WC MC CO MC SEE NOTICE ATTACHED NR MC AFTER STOP, RE-CEIVED SPECIAL INSP REPORT FOR HD ANCHORS AP MC AP MC AP MC WASTE ONLY / No 937 81 1E ) PSTAEDTLER Engineer's Computation Pad ••• I ql I I - -' I \\\\\ I CONSTRUCTION INSPECTION ' ANt) TESTING INCORPORATED 261 S PACIFIC DRIVE SAN MARCOS, CALIFORNIA Office: (760) 752-1099 Fax: (760) 539-8101 Special Inspection Report PmjectAess 2714 Levante Street BLEIWJPWBtNW7Jer Jwc&vIIPmjctF,b Number C8061954 Carlsbad Messina Res. Addition Perdomo Design ConsUmUmMahDrW Delp Strength Sowe Epoxy/Reinf Conc Eigfrieer Craig D. Rush Desc,4tkx, o(Ma1&als Simpson Set 22 Epoxy, ICBO ER-5279, ICC ESR-1772 GContracfoi Fuentes G.C. All-Thread Bolts, 50 dia. Sub Contractor -ru ffrur ---r !nspectfon Dab--I 7-iffraAwval/ Departura- 31-Jul-07 Provided Special inspection for the epoxy installation of (2) 5i' dia, anchor bolts embedded a minimum of 6U into existing foundation along shear waits at the existing kitchen, per Field Clairification Detail CL 1, Provided by the Engineer of Record. All holes were drilled using the -correct dull bit size, and properly brushed/cleaned Installation of hold down anchors is in compliance with ICBO #5279, and manufactures specifications, I HEREBY CERTIFY THAT I HAVE INSPECTED THE ABOVE REPORTED WORK UNLESS OTHERWISE -NOTED, THE WORK INSPECT-ED IS TO THE BEST OF MY KNOWLEDGE IN COMPLIANCE WITH THE APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE-- GOVERNING BUILDING LAWS 'ICCIICBO#1113681 REGISTRATION NUMBER 31,2007 DATE I ____ •T/ EsGil Córporatiôn In Partnership with Government for Building Safety DATE: February 13, 2007 APPLICANT JURISDICTION: Carlsbad IJ PLAN REVIEWER FILE PLAN CHECK NO.: CB06 1954 SET: IV PROJECT ADDRESS: 2714 Levante St. PROJECT NAME: Addition for the Messina Residence The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LII 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. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LII 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. 1111111 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 LII REMARKS: By: Steve Sanders Enclosures: Esgil Corporation F-1 GA EMB LJEJ L1Pc 2/7/07 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In Partners flip with Government for cBui&fing Safety DATE: January 5, 2006 U APPLICANT JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: CB061954 SET: III PROJECT ADDRESS: 2714 Levante St. PROJECT NAME: Addition for the Messina Residence F1 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. jl1 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: Sergio Messina 2714 Levante St. Carlsbad, CA 92009 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: 1Sergio Messina Telephone #: 760-943-9958 Date contacted:/ /6/o'7 (b!M) Fax #: None Provided Mail V71eIephone V"Fax In Person REMARKS: Pie node addition dimensions have changed slightly. By: Steve Sanders Enclosures: Esgil Corporation LI GA LI MB LI EJ LI Pc 12/28/06 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CB06 1954 January 5, 2006 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2714 Levante St. DATE PLAN RECEIVED BY ESGIL CORPORATION: 12/28/06 REVIEWED BY: Steve Sanders PLAN CHECK NO.: CB061954 SET: Ill DATE RECHECK COMPLETED: January 5, 2006 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 two new complete sets of prints to: Esgil Corp. or to the bldg. dept. of the juris. 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? LIYes GINo Carlsbad CB061954 January 5, 2006 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 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. The dimension of this project was changed slightly due to an inadequate existing foundation. Please revise the Site plan to reflect the new front yard distance to the property line. Please include the areas of each element of the project on sheet A-2 as shown on the previous plan submittals. 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 Steve Sanders at Esgil Corporation. Thank you. ESGII Corporation In Partnership with government for Buitd1ng Safety DATE: August 24, 2006 JURISDICTION: Carlsbad PLAN CHECK NO.: CB061954 SET: II PROJECT ADDRESS: 2714 Levante St. PROJECT NAME: Addition for the Messina Residence U ICANT JURIS. U PLAN REVIEWER U FILE LI 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. 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. LI 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: Sergio Messina 2714 Levante St. Carlsbad, CA 92009 LI 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: Sergio Messina Telephone #: (760) 943-9918 Date contacted: s kpy: (c—) Fax #: Mail -" Telephone Fax In Person LI REMARKS: By: Steve Sanders Enclosures: Esgil Corporation El GA [:1 MB El EJ [:1 PC 8/17/06 trnsmtLdot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 Carlsbad CB06 1954 August 24, 2006 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2714 Levante St. DATE PLAN RECEIVED BY ESGIL CORPORATION: 8/17/06 REVIEWED BY: Steve Sanders PLAN CHECK NO.: CB061954 SET: II DATE RECHECK COMPLETED: August 24, 2006 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 an state, county or city law. Please make all corrections on the original tracings and submit two new complete sets of prints to: Esgil Corp. or to the bldg. dept. of the juris. 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. D. 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 CB06 1954 August 24, 2006 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 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. 9. Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. The City requires a soils report for second story additions. The foundation serving the addition will be reviewed to show compliance with the soils report recommendations. 10. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). 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 Steve Sanders at Esgil Corporation. Thank you. EsGil Corporation In cPartnersliip with çovernmentforBui&ing Safety DATE: July 20, 2006 JURISDICTION: Carlsbad PLAN CHECK NO.: CB06 1954 SET: I PROJECT ADDRESS: 2714 Levante St. PROJECT NAME: Addition for the Messina Residence O APPLICANT U 0 PLAN REVIEWER U FILE Lii 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. 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. LI 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: Sergio Messina 2714 Levante St. Carlsbad, CA 92009 LI 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: Sergio Messina Date contacted: -4 ) /O(by: . ) Mail Telephone Fax In Person LI REMARKS: Telephone #: (760) 943-9918 Fax #: (DI S CIO CITG:1~1 By: Steve Sanders Enclosures: Esgil Corporation F-1 GA EMB LIEJ EIIPC 7/13/06 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CB06 1954 July 20, 2006 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: CB061954 JURISDICTION: Carlsbad PROJECT ADDRESS: 2714 Levante St. FLOOR AREA: Addition 200 sq. ft. STORIES: 2 HEIGHT: 21-0" Approx. REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: July 20, 2006 FOREWORD (PLEASE READ): DATE PLANS RECEIVED BY ESGIL CORPORATION: 7/13/06 PLAN REVIEWER: Steve Sanders 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 CB061954 July 20, 2006 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 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. Indicate on the Title Sheet of the plans the name of the person responsible for the preparation of the plans. Section 106.3.3. 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Please place the Site plan on sheet I of the plans. Show the area of the proposed addition on the Site Plan. The floor plans show two master bedrooms. Please clarify. Show all bathroom fixtures serving the additions on the floor plans. Specify on the Title Sheet of the plans the gross floor area of each element of this project, including dwelling, garage, and addition. Section 106.3.3. Sleeping rooms shall have a window or exterior door for emergency escape. Sill height shall not exceed 44" above the floor. Windows must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". The emergency door or window shall be openable from the inside to provide a full, clear opening without the use of separate tools. Section 310.4. Please show the required egress window for the 2nd floor master bedroom. Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. The City requires a soils report for second story additions. Carlsbad CB06 1954 July 20, 2006 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). Note on plans that surface water will drain away from building and show drainage pattern. Section 1804.7. Provide plans, calculations or worksheets to show compliance with current energy standards adopted October 1, 2005. The regulations require a properly completed and properly signed Form CF-IR (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. Specify, on the building plans, that all of the mandatory energy features are indicated on the plans and specifications or include a completed MF-1 R form on the plans. Show on the plans compliance with the residential energy lighting requirements (Mandatory requirement): In bathrooms, garages, laundry rooms, and utility rooms all fixtures must be high efficacy style or be controlled by a manually-on occupancy sensor. 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. Carlsbad CB06 1954 July 20, 2006 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 L3 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 Steve Sanders at Esgil Corporation. Thank you. Carlsbad CB06 1954 July 20, 2006 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: CB061954 PREPARED BY: Steve Sanders DATE: July 20, 2006 BUILDING ADDRESS: 2714 Levante St. BUILDING OCCUPANCY: R-3 TYPE OF CONSTRUCTION: VN BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Addition ...2O 121.94 24,388 Air Conditioning Fire Sprinklers TOTAL VALUE 24,388 Jurisdiction Code ICb IBY Ordinance Bldg. Permit Fee by Ordinance I $215.191 Plan Check Fee by Ordinance I $139.871 Type of Review: • Complete Review Fj Structural Only Repetitive Fee El Other Hourly I * Repeats Hour .51 Esgil $120 Plan Review Fee I Comments: Sheet 1 of 1 macvalue.doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB Y DATE 74~( 16~ ADDRESS 7(C( O-L-- R TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL (41O,OOO.00) CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER DATE ENGINEER DATE 7 OocsIMlsfomIPIanning EngineernQ ApprovaJs PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB O L ddress2.77 Planner Erin Endres Phone(760)602- 4625 APN: t 2Z 0 t rK Type of Project & Use: Net Project Density:DU/AC Zoning:_______ General Plan: Facilities Management Zone: CFD (In/out) #_Date of participation:_________ Remaining net dev acres:______ Cirda One (For non-residential development: Type of land used created by this permit:______________________________________________ Legend: 0 Item Complete El 0) tern 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: 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____ 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 #: - •1 FollowIJp Actions: . . Stamp Building Plans as "Exempr or 'Coastal Permit Required (at minimum Floor Plans). Complete Coastal Permit Determination Log as needed. incluslonary Housing Fee required: YES NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Compietçd?YES ___ NO ___ (NPIDs, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:ADMlNCOUNTERBIdgPlnchkRevChkIst Rev 9/01 Site Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, propertVi lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). 12J1 J3 2. Provide legal description of property and assessors parcel number. Policy 44— Neighborhood Architectural Design Guidelines Applicability: YES NO\ Project complies YES NO_______ Zoning: Setbacks: Shown 0;! Front: Required Interior Side: Required 1. 9 ' Shown ( Street Side: Required Shown Rear: Required Shown 4? / Top of slope: Required ____Shown Accessory structure setbacks: Shown Front: Required 90 ________ Interior Side: Required Shown S" ± Street Side: Required Shown Rear: Required Shown -.... ..- Structure separation: Required ( 0' Shown Lot Coverage: Required 4 P]6 M&2c Shown Height: Required Shown 1 Parking: Spaces Required Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments______________________________________________________ P Ie 4 L)L4 '7 , 7L_ p' c. (Ji f-r c--rL 5 e ro4iv L ve41jc9Q {i'C' COMPUTE H:ADMIN\COUNTER\BIdgPInchkRevChkIst Rev 9/01 rC H N 0 L 0 G V INEERING, INC Project No. TE-1 102 September 15, 2006 Sergio Messina 2714 Levante St. Carlsbad, CA 92009 Subject: Limited Soils Investigation and Foundation Recommendations Proposed House Addition 2714 Levante Street Carlsbad, California Reference: Project Foundation Plans prepared by Perdomo Designs dated June 26, 2006 Dear Mr. Messina: It is our understanding, the 5 foot by 21 foot two-story house addition (pop-out) will be constructed adjacent to the north wall of the existing residence. Our recent site inspection revealed that the footings for the proposed house addition were constructed prior to our arrival. During our investigation, the existing footings were evaluated and found to be 8 inches in width and varied in depth between 12 inches and 18 inches below lowest adjacent grade. The Uniform Building Code and the above referenced foundation plans requires that footings for two-story construction be a minimum width of 15 inches and founded a minimum depth of 18 inches below lowest adjacent grade. Therefore, the existing foundation system does not conform. We recommend the existing footings be removed and a new foundation system be constructed in accordance with the recommendations presented in this report. However, the project structural engineer may choose to enlarge or enhance the existing foundation system to conform to the Uniform Building Code and the foundation and design criteria presented herein. (i.e. dowel into existing footing and pour a new interior footing adjacent to.) FIELD INVESTIGATION The field investigation was performed on September 6, 2006 and included an inspection of the site and the excavation of two hand dug test pits adjacent to the footings of the proposed house addition. The location of test pits are shown on the attached Plate No. One, entitled "Test Pit Location Plan". As excavation proceeded, representative bulk samples were collected. In place natural densities and moisture contents were determined at different depths in the excavations and are included on Plate No.'s Two and Three. P. 0. Box 301061 * Escondido, CA 92030 rECHNOLOGY INEERING, INC Project No. TE-1102 September 15, 2006 Page 2 SOIL CONDITIONS The proposed house addition is underlain by native formational soils consisting of dense to very dense cemented silty-sandstone. On-site soils were found to have an expansion index of less than 5 and are classified as being "very low" in expansion potential Groundwater was not encountered at the time of our investigation, nor did caving of exploratory trenches occur. In addition, due to the dense nature of the underlying sandstone formation at the site, it is our opinion, soil liquefaction is unlikely to occur. LABORATORY SOIL TESTING All laboratory test were performed on typical soils in accordance with accepted test methods of the American Society for Testing and Materials (ASTM). Tests conducted include: Optimum Moisture & Maximum Density (ASTM D-1557) Direct Shear (Remold) (ASTM D-3080) Q. Sieve Analysis (ASTM D-1 140) Field Density & Moisture (ASTM D-1556) Expansion Potential (FHA Standard) Test results are tabulated on the attached Plate No.'s Two through Four entitled "Exploration Log" and "Tabulation of Test Results". RECOMMENDATIONS AND CONCLUSIONS General It is our understanding, the proposed two-story house addition will consist of wood frame stucco construction utilizing slab on grade foundations. In our opinion, the site is suitable for the proposed house addition. Recommendations presented in this report should be incorporated into the planning, design and construction phases of the subject project. rECH NO LOGY INEERING, INC Project No. TE-1 102 September 15, 2006 Page 3 Grading General Grading at the site will not be required. However, care should be taken when demolishing and removing the existing footings to assure the soils under and around the demolished foundation is disturbed as little as possible. It should be noted that the new footings will be larger and deeper than the demolished foundation. Subsequent to demolition, the trenching of new footings will require the removal of any disturbed soil created by demolition. Foundations General Foundation bearing soils are comprised of dense formational sandstone providing good supporting characteristics and are "very low" in expansion potential. Therefore, conventional foundations may be utilized. For Two-Story Construction: Continuous footings having a minimum width of 15 inches and founded a minimum of 18 inches below lowest adjacent grade will have an allowable soil bearing pressure of 2000 pounds per square foot. Isolated square footings having a diameter of 18 inches and founded a minimum depth of 18 inches below lowest adjacent grade will have an allowable soil bearing pressure of 2000 pounds per square foot. All continuous footings are to be reinforced with one #4 bar top and bottom. Steel should be positioned 3 inches above bottom of footing and 3 inches below top of footing. Interior slabs should be a minimum of 4 inches thick and reinforced with #3 bars on 18 inch centers both ways at mid-point of slab thickness. Slab underlayment should consist of 4 inches of washed concrete sand with a visqueen moisture barrier installed at mid-point of sand (2 inches sand, visqueen, 2 inches sand). Sand should be tested in accordance with ASTM D-2419 to insure a minimum sand equivalent of 30. TECHNOLOGY ENGINEERING, INC Project No. TE-1102 September 15, 2006 Page 4 The project structural engineer should provide doweling recommendations to reduce shearing between the existing house foundation and the new foundation system. Prior to pouring of concrete, Terra Technology Engineering, Inc. should be contacted to inspect foundation recommendations for compliance to those set forth. Seismic Design Considerations (Soil Parameters) Soil Profile = SD (Table 16-J of the 1997 Uniform Building Code) Type 'B' Fault (Rose Canyon) Distance = 10 km (California Department of Conservation, Division of Mines and Geology [maps], in conjunction with Tables 16-S and 16-T of the 1997 Uniform Building Code) Review of Foundation Plan We have reviewed the project foundation plans prepared by Perdomo Designs certified by Craig D. Rush (Registered Professional Engineer, #3714) and found them to be in substantial conformance with the recommendations provided in this report. However, we recommend they review this report and make any changes warranted if necessary. Should you have any questions, please do not hesitate to contact us. This opportunity to be of service is sincerely appreciated. Respectfully submitted, Terra Technology Engineering, Inc. Ronald K. Adams President RKA:paj cc: (4) submitted #OES GE 71 rn It Ex. 9/30/07 1 Dale R. Registered Civil Geotechnical Engineer 00713 TECHNOLOGY ENGINEERING, INC EXPLORATION LEGEND UNIFIED SOIL CLASSIFICATION CHART SOIL DESCRIPTION COARSE GRAINED: More than half of material is larger than No. 200 sieve size. GRAVELS CLEAN GRAVELS More than half of coarse fraction is larger than No. 4 sieve size, but smaller than 3". GRAVELS WITH FINES (Appreciable amount of fines) SANDS CLEAN SANDS More than half of coarse fraction is smaller than No. 4 sieve size. SANDS WITH FINES (appreciable amount of fines) FINE GRAINED: More than half of material is smaller than No.200 sieve size. SILTS AND CLAYS Liquid Limit less than 50 SILTS AND CLAYS Liquid Limit greater than 50 HIGHLY ORGANIC SOILS GROUP SYMBOL TYPICAL NAMES GW Well graded gravels, gravel-sand mixtures, little or no fines. GP Poorly graded gravels, gravel sand mixtures, little or no fines. GM Silty gravels, poorly graded gravel- sand-silt mixtures. GC Clayey gravels, poorly graded gravel-sand, clay mixtures. SW Well graded sand, gravely sands, little or no fines. SP Poorly graded sands, gravely sands, little or no fines. SM Silty sands, poorly graded sand and silt mixtures. SC Clayey sands, poorly graded sand and clay mixtures. ML Inorganic silts and very fine sands, rock flour, sandy silt or clayey- silt-sand mixtures with slight plasticity. CL Inorganic clays of low to medium plasticity, gravely clays, lean clays. OL Organic silts and organic silty clays of low plasticity. MH Inorganic silts, micaceous or diatomaceous find sandy or silty soils, elastic silts. CH Inorganic clays of high plasticity, fat clays. OH Organic clays of medium to high plasticity. PT Peat and other highly organic soils. US - Undisturbed, driven ring sample or tube sample CK - Undisturbed chunk sample BG - Bulk sample V - Water level at time of excavation or as indicated APPENDIX 'A' TERRA TECHNOLOGY ENGINEERING, INC. SOIL TESTING & INSPECTION SERVICES TEST PIT LOCATION PLAN sed House Addition e Ft Street Carlsbad, California I N4O•07'4"w18-O" Scale 1" = 20' 12-0" 200" C? ILI Test Test P1tL=r=.fl2 Proposed two-story àdtion 9 540 7' 4" E 78 -0' PROJECT NO. TE- 1102 PLATE NO. ONE nrm TECHNOLOGY ENGINEERING, INC EXPLORATION LOG PROJECT NAME: Levante Street, Carlsbad DATE LOGGED: 9/06/06 ELEVATION: Existing Grade TEST PIT NO.ONE Depth Sample Dry Moisture Passing Sample Soil Description & Remarks (Feet) Type Density Content #200 Depth Classi- ______ (pcf) (%) Sieve fication SM Beige, Humid, Very Dense Silty-Sandstone - (Native Formation) BG 18.3 If ------------------------------ Bottom of Footing to be Demolished (Native Formation) -______ ______ ------- ---- --------- ______ ------------- - Bottom of Test Pit 3- PROJECT NO. TE-1102 PLATE NO. TWO 1 1 rECHNOLOGY INEERING, INC EXPLORATION LOG PROJECT NAME: Levante Street,Carlsbad DATE LOGGED: 9/06/06 ELEVATION: Existing Grade TEST PIT NO. TWO Depth Sample Dry Moisture Passing Sample Soil Description & Remarks (Feet) Type Density Content #200 Depth Classi- ______ (pci) (%) Sieve fication SM Beige, Humid, Very Dense Silty-Sandstone - (Native Formation) CK 111.6 9.2 it --------------------------------------- Bottom of Footing to be Demolished (Native Formation) -______ ______ --------- ---- ______ ______- - -------------------------- Bottom of Test Pit 3- PROJECT NO.TE-1102 PLATE NO.THREE rECHNOLOGY INEERING. INC TABULATION OF TEST RESULTS OPTIMUM MOISTURE/MAXIMUM DENSITY SOIL DESCRIPTION TYPE MAX. DRY DENSITY OPT. MOISTURE (LB. CU. FT) (% DRY WT) Beige Silty-Sandstone P1 @1' 111.8 11.3 EXPANSION POTENTIAL SAMPLE NO. Pl@1' Condition Remold 90% Initial Moisture (%) 11.3 Air Dry Moisture (%) 2.5 Final Moisture (%) 22.7 Dry Density (PCF) 100.6 Load (PSF) 150 Swell (%) .009 Expansion Index Less then 5 DIRECT SHEAR SAMPLE NO. P1@1' Condition Remold 90% Angle Internal Friction 29 Cohesion Intercept (PCF) 100 PROJECT NO. TE-1102 PLATE NO. THREE CB061954 2714 LEVANTE ST \ MESSINA RESIDENCE / 315 SF ADDITION, TWO STORY RESDNTL RAD Lott:, MESSINA FAMILY TRUST 09-24-05 cc_ Lfr ___ 5 PLAWNG (9 ENGWEERM APPR,FORM RUMAT i* OUIIL -7/,;> 0(a. __________OTH SEERTR /OS TO PROM f9-i- bf7 -Thj1qo /2 -- 41/ h l5bo'7 E' m I' 1 HE'J &iC-. 141'Pao vee -. i-1 1q-s I' 2Z c57L - )-N SCHOOL FORM crD FORM PE&MWORJ(SHEE1 BLDG FEES COMPLE PLAN CORR ENG CORR ESGU. CORR FIRE CORR