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HomeMy Public PortalAbout12-0488 Tybee Island Wedding ChapelCITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 11/15/2012 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 120488 PROPOSED USE: CHAPEL — GROUND FLOOR DRY FLOODPROOFING OCCUPANCY TYPE: P CONTACT NAME TYBEE ISLAND WEDDING CHAPEL LLC CONTACT ADDRESS PO BOX 1576 CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 1114 HWY 80 APPROVED BY: 0_ADA.D Ub P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name Stacye Jarrell A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1114 US Highway 80 City -_ -State .ZIP Code Tybee Island GA 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Chatham County PIN 4- 0026 -11 -011 OMB No. 1660 -0008 Expires March 31, 2012 For Insurance Company Use: Policy Number Company NAIC Number A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) Non - Residential A5. Latitude /Longitude: Lat. T32=01 9 47_ I ong. ?t0=51=-19-61- Horizontal7Tafium.f NAD 1927 ■]NVAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 6 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade c) Total net area of flood openings inb d) Engineered flood openings j Yes SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 350 sq ft 2 688.5 sq in A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ❑ No B1. NFIP Community Name & Community Number City of Tybee Island 135164 B2. County Name Chatham B3. State Georgia B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective /Revised Date Zone(s) AO, use base flood depth) 13051 C 0213 F Sept 26, 2008 September 26, 2008 AE 12 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ❑ Other (Describe) N/A B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑ NAVD 1988 El Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date ❑ CBRS ❑ OPA ❑ Yes ❑ No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: El Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BEE), VE, V1 -V30, V (with BFE), AR, AR/A, AR /AE, AR /A1 -A30, AR /AH, AR /AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized LOCalivertical Datum NAVD 88 Conversion /Comments a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 9.6 b) c) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support Top of the next higher floor �.93 Bottom of the lowest horizontal structural member (V Zones only) NIA Check the measurement used. feet feet feet feet feet feet feet feet ❑ meters (Puerto Rico only) El meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) El meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) El meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available.! understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. El Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑ Yes ❑ No Certifier's Name George Michael Ferreira License Number 2607 Title Land Surveyor Address City 374 Eastridge Drive Savannah Signs' Date 3 -21 -2011 Company Name MITR GIS /GPS /Survey State GA Telephone 912- 354 -4145 ZIP Code 31406 FEMA Form 81 -31, Mar 09 Seel t for continuation. Replaces all previous editior IMPORTANT: In these spaces, copy the responding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1114 US Highway 80 City State ZIP Code Tybee Island GA 31328 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. For Insurance Company Use: Policy Number Company NAIC Number Comments ITEM C2e = HVAC Condensing Units on Wood Platform / Certificate was updated to show the correct number of vents and add the above note concerning the lowest equipment servicing the building. All relevant information on the certificate still reflects the actual building /structure as of the date shown . Signature Date 03 -21 -2011 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is N/A ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is N/A El feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and /or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is N /A. ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is N/A El feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is N/A El feet El meters ❑ above or El below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? El Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address N/A City N/A State N/A ZIP Code N/A Signature N/A Date N/A Telephone NIA Comments N/A ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. El The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. El A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. El The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number N/A G5. Date Permit Issued N/A G6. Date Certificate Of Compliance /Occupancy Issued N/A G7 G8 G9. BFE or (in Zone AO) depth of flooding at the building site: G10. Community's design flood elevation This permit has been issued for: ❑ New Construction ❑ Substantial Improvement Elevation of as -built lowest floor (including basement) of the building: N /A. ❑ feet ❑ meters (PR) Datum N/A N /A. ❑ feet El meters (PR) Datum N/A N/A El feet ❑ meters (PR) Datum N/A Local Official's Name N/A Title N/A Community Name N/A Telephone N/A Signature N/A Date N/A Comments N/A ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1114 US Highway 80 Policy Number City State ZIP Code Tybee Island GA 31328 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" a nd "Left Side View." If submitting more photographs than will fit on thi s page, use the Continuation P age, following. Front View / 1114 Highway 80 / 3 -21 -2011 Building Photographs Continuation Page Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1114 US Highway 80 City State ZIP Code Tybee Island GA For Insurance Company Use: Policy Number 31328 Company NAIC Number If submitting more p hotographs tha n will fit on the preceding page, affix the additional ph otographs be low. Identify al I photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." Rear View / 1114 US Highway 80 / 3 -21 -2011 U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood Insurance Program FLOODPROOFING CERTIFICATE FOR NON- RESIDENTIAL STRUCTURES 0.M.B. NO. 1660 -0008 Expires March 31, 2012 The floodproofing of non - residential buildings may be permitted as an alternative to elevating to or above the Base Flood Elevation; however, a floodproofing design certification is required. This form is to be used for that certification. Floodproofing of a residential building does not alter a community's floodplain management elevation requirements or affect the insurance rating unless the community has been issued an exception by FEMA to allow floodproofed residential basements. The permitting of a floodproofed residential basement requires a separate certification specifying that the design complies with the local floodplain management ordinance. BUILDING OWNER'S NAME 5TA C YE JAR. rz STREET ADDRESS (Including Apt., Unit, Suite, and /or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER 1 4 s-r t-� - i++wA -k.{ OTHER DESCRIPTION (Lot and Block Numbers, etc.) t FOR INSURANCE COMPANY USE POLICY NUMBER COMPANY NAIC NUMBER CITY rut Er& STATE ct . ZIP CODE 3I3v£5 SECTION I -FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM: 1 e5 �1 IAUMBER�✓ tX77 ((���f'Oft O \\ PANEL NUMBER c.9 2. ► 3 SUFFIX F DATE OF FIRM INDEX `'- 2lp- o8 FIRM ZONE t - 1 Z B AO Zones, LOOD ELE Depth) I2.a© SECTION II- FLOODPROOFING INFORMATION (By a Registered Professional Engineer or Architect) Floodproofing Design Elevation Information: Building is floodproofed to an elevation of t3.6 feet NGVD. (Elevation datum used must be the same as that on the FIRM.) ,a' Height of floodproofing on the building above the lowest adjacent grade is ` • feet. (NOTE: For insurance rating purposes, the building's floodproofed design elevation must be at least one foot above the Base Flood Elevation to receive rating credit. If the building is floodproofed only to the Base Flood Elevation, then the building's insurance rating will result in a higher premium.) SECTION III -CERTIFICATION (By a Registered Professional Engineer or Architect) Non - Residential Floodproofed Construction Certification: I certify that, based upon development and /or review of structural design, specifications, and plans for construction, the design and methods of construction are in accordance with accepted standards of practice for meeting the following provisions: The structure, together with attendant utilities and sanitary facilities, is watertight to the floodproofed design elevation indicated above, with walls that are substantially impermeable to the passage of water. All structural components are capable of resisting hydrostatic and hydrodynamic flood forces, including the effects of buoyancy, and anticipated debris impact forces. I certify that the information on this certificate represents my best efforts to interpret the data available. I understand that any false by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) MF}Rlc- ( L)�u. TITLE EmccuJ ADDRESS if) 3 j l.P*. S/ L) kog_t e_ SIGNATURE (J COMPANY NAME s� �w Dsi4 IJ CITY STATE i�1ab ,, o 28372 PROFESSIONAL ; 9 .pif -7 -lZ. 4-`yCINEY<i BOS ZIP CODE VAN 314 ►0 DATE PHONE — Iz 9 12.- agi - 19 c 3i Copies should be made of this Certificate for: 1) community official, 2) Insurance agent /company, and 3) building owner. FEMA Form 81 -65, Mar 09 REPLACES ALL PREVIOUS EDITIONS F -056 (3/09) FLOOD INSURANCE FLOODPROOFING CERTIFICATE FEMA FORM 81-65 GENERAL —This information is provided pursuant to Public Law 96 -511 (the Paperwork Reduction Act of 1980, as amended), dated December 11, 1980, to allow the public to participate more fully and meaningfully in the Federal paperwork review process. AUTHORITY — Public Law 96 -511, amended; 44 U.S.C. 3507; and 5 CFR 1320 PAPERWORK BURDEN DISCLOSURE NOTICE — Public reporting burden for this data collection is estimated to average 3.25 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and submitting this form. You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing the burden to: Information Collections Management, Department of Homeland Security, Federal Emergency Management Agency, 500 C Street SW, Washington, DC 20472, Paperwork Reduction Project (1660- 0008). NOTE: Do not send your completed form to this address. '•:rpsi .•Kingery & Company, Inc , Caroline Gregory fax ?- 692 -1151 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program page 8 of 9 7/2/2012 10:39:48 AM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. OMB No 1660 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION Al. Building Owner's Name Stacye Jarrell For Insurance Company Use: Policy Number A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1114 US Highway 80 City State ZIP Code Tybee island GA 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Chatham County PIN 4- 0026 -11 -011 Company NAIL Number A4. Building Use (e.g.. Residential, Non - Residential, Addition. Accessory A5. Latitude /Longitude: Lat. 32 -01 -09.47 Long. 80 -51 -19.61 A6. Attach at least 2 photographs of the building if the Certificate is being A7. Building Diagram Number 6 AS. For a building with a crawlspace or enclosure(s) a) Square footage of crawlspace or enclosure(s) 350 b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b d) Engineered flood openings? ❑ Yes ❑ No etc.) Non- Residential Horizontal Datum: ❑NAD 1927 0 NAD 1983 used to obtain flood insurance. sgft 0 688.5 sq in A9. For a buildin• with an attached garage: a) . • . re footage . ached garage NIA sq ft o. of permanent floo..penings in thf attached garage wit 'n 1.0 foot above adj cent grade N/A c) Tota net area of flood op rings in A9.t N/A sq in d) Engi - -red flood openi,.s? ❑ Yes •UI No SECTION B - FLOOD INSURANCE RATE M (FIRM) IN B1. NFIP Community Name & Community Number Cry of Tybee Island 135164 B4. Map/Panel Number 13051 C 0213 B5. Suffx F B10. Indicate the source of the Base F ❑ FIS Profile j] FIR B11. Indicate elevation datum used for 812. Is the building located' in a Coasta Designation Date B2. County Name Chatham BS. FIRM .ex B7. FIRM Panel Da Effective /Revised Date Sept . 2008 ' -ptember 26, 2008 od Elevation B ) data or base fl ❑ Corn unity Determined FE in Item 89: ■ NGVD 1929 Barrier Resource System (CBR d depth entered in lie ❑ Other (De RMA •N B8. Flo Zo• s) E be) NIA 83. State Georgia B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 12 ID NAVI 988 ❑ Other (Describe) area or O -rwise Protected Area (OPA)? RS ❑ OPA C ON C - BUILDING ELEVA • N IN C1. Building elevations are based on: ❑ Construction Draw 'A new Elevation Certificate wilt be re. -d when constructi C2. Elevations - Zones Al -A30, AE, All A BFE), VE below according to the building diagrams. cified in Benchmark Utilized Local Vertical Datum NAVP :8 Conversion /Comments a) b) c) d) Attached garage (lop of slab) _N/A_ s' of the building is 30, V (with BEE), A A7. Use the same dal 0- Top of bottom floor (including basement, crawlspace: or enclosure floor) 9. , Top of the next higher floor `A J. Bottom of the lowest horizontal structural member (V Zones only) �([ ` C• ej Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, Including structural support _112_ s -h ‘12 ct,r3teS 1/4,.I 0" e.4 -v. c(410. SECTION D - SURVEYOR, ENGINEER, OR ARCHI? This certification is to be signed and sealed by a lend surveyor, engineer, or architect authorized information. t certify that the information on this Certificate represents my best efforts to interpret I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Cot . , uu1.❑ Check here if comments are provided on back of form, Were latitude and longitude In Ser.,iun A provided by a licensed land surveyor? 0 Yes ❑ No _^� astepruusa•c°rn Wes'" W Certifiers Name License Number George Michael Ferreira 2607 Title Company Name Land Surveyor MITR GIS /GPS/Survey Address City State 374 Eastridqe Drive Savannah GA Siena Date Telephone -- = 3 -21 -2011 912 - 354 -4145 ZIP Code 31406 l 4- r p Pe No.2607 P. POFE5510NAL FEMA Form 81 -31 Mar09 See next page for continuation. Replaces all previous editions : Kingery & Company, Inc , Caroline Gregory fay -12- 692 -1151 page 9 of 9 7/2/2012 10:40:53 AM IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt.. Unit. Suite. and /or Bldg. No.) or P.O. Route and Box No. 1114 US Highway 80 Forinsurance Company Use: Policy Number City State ZIP Code Company NAIC Number Tybee Island GA 31328 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Signature .• Date -�-�- 03 -21 -2011 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items El -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is 141 ® feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is NIA ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -9 with permanent flood openings provided in Sedion A Items 8 and/or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is N /A. 0 feet ❑ meters ❑ above or ❑ below the HAG, E3. Attached garage (top of slab) is NIA. ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is NIA ❑ feet ❑ meters ❑ above or ❑ below to HAG. E5. Zone AO only. If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's flu dplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the best of my knowledge Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code NIA N/A NIA N/A Signature NIA Date Telephone NIA N/A Comments N/A ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A B, C (or E) and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items 08 and G9. G1. ❑ G2, ❑ G3. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO. The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number N/A G5. Date Permit Issued NIA. G6. Date Certificate Of Compliance /Occupancy Issued N/A G7. This permit has been issued for ❑ New Construction 0 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: MA ❑ feet ❑ meters (PR) Datum NIA G9, BFE or (in Zone AO) depth of flooding at the building site: N /A, El feet ❑ meters (PR) Datum NIA 010 Community's design flood elevation NIA ❑ feet ❑ meters (PR) Datum N/A Local Official's Name Community Name Signature Comments N/A N/A NIA N/A Title NIA Telephone NIA Data NIA Check here if attachments FEMA Form 81 -31. Mar 09 Replaces all previous editions BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-- 897 -6932 LAHBOSOBELLSOUTH. NET 1114 Fast Highway 80 - Special Events Facility - Flood Operation Plan/Standard Operating Procedures Building Owner : S to c ye Jarrell P.O. Box 1576 Tybee Island, Georgia 31328 912-507-3939 Tenant : Same as building owner Managing Members : Lamue and Stacye Jarrell P.O. Box 1576 Tybee Island, Georgia 31328 912 - 398-5018 General Manager : Lannie fan -ell P.O. Box 1576 Tybee Island, Georgia 31328 912 - 398 -5018 On Call Person (not maintenance stall) : Lannie and Stacye Jarrell P.O. Box 1576 Tybee Island, Georgia 31328 912 - 398 -5018 1. PURPOSE This document outlines the actions and responsibilities required to maintain and protect the Special Events Facility, hereafter to be called the SEF located at 1114 Fast Highway 80, from a flood. This flood operation plan includes requirements for the Emergency Action Plan, Annual Inspection and the Maintenance and Training Plan required to retain the Certificate of Occupancy for the building. 2. EMERGENCY ACTION PLAN The following steps are to be taken by the building owner of the SEF during a flood. A. Chain of Command 1. Responsibility: The primary responsibility for maintaining and carrying out the flood emergency plan shall lie with a Member of the SEF. 2. Notification: The primary responsibility for notification of a flood event lies with the SEF, hereby named as the manager. The manager will monitor weather reporting agencies and be the main point of contract with emergency management officials. In the event that the manager is unavailable the responsibility will lie with the assistant manager. 3. Preventative Action: The primary responsibility for ensuring the preventative actions are put into place shall lie with the manager. He /She will coordinate the installation of all of the flood deterrent measures. In the event the primary contact is unavailable, the assistant manager, will implement the preventative actions. 4. Maintenance Action: The primary responsibility for ensuring the maintenance action plan is maintained shall lie with the manager. He /She will coordinate annual installation drills, review and update contents and accuracy of the plan, review storage and general condition of the flood deterrent measures and review the overall performance in ensuring the safety of the building, its occupants and its content at least once per year. In the event that the Manager is unavailable, the responsibility falls upon the assistant manager. Procedures 1. Monitoring and initial notification: Ongoing monitoring for potential flood events will be the responsibility of the Manager. The manager will subscribe to a weather alert service that issues automated warnings of potential flood events on a 24/7 basis. Responsibility for maintaining and monitoring the weather alert system will fall to the Manger. A flood will be considered as pending when an official "watch" or "warning" is issued by the National Weather Service for any of the following. a. Flood b. Tropical Storm/Gale c. Hurricane 2. Procedures: The following procedures shall be followed during a pending flood event: a. Notification: When a potential flood event is publicly announced, the manager, will notify the assistant manager. b. Decision: the manager will assess the potential impact and timing of the flooding threat. Based on a consensus of the available other responsible parties, he /she will determine if implementation of the flood measures is necessary. c. Implementation: If implementation is mandated, the Manager will install the flood deterrent measures. d. Evacuation: Simultaneously, the Manager will coordinate the evacuation of staff from the facility. e. Confirmation: Upon completion of the implementation of the flood deterrent measures and the evacuation of the facility, the Manager will contact the Tybee Island Planning and Zoning Department. f. Response Time: The Manager will consider the response time required to implement the flood prevention measures in determining the implementation. 3. Restoration of Standard Activities: Once a "watch" or "warning" has been lifted by the National Weather Service, the Manager may confirm the restoration of normal activities. The Manager will notify the Tenant that they can return to the facility and restart operations. The Manager will also instruct staff to remove the flood deterrent measures and return them to their proper storage. 3. ACTIVE FLOOD DETERRENT MEASURES The following outlines the physical flood deterrent measures that require installation of or action by the Owner's staff to put in place. These measures must be implemented in an emergency situation at the building. The flood deterrent measures have been set in place to create flood resistance throughout the building. 1. Doors: There are five exterior doors that require flood - proofing measures - three on the West side (parking lot side) and one on the north side (East Highway 80 side) under the main deck and one on the south end (mechanical room). a. Aluminum Plates: There are custom fabricated aluminum plates fabricated to fit over each door opening. Each plate is permanently marked to indicate which door they fit and which way the plate faces (up, down, right, left). Each plate was fabricated from aluminum and weights approximately 50 pounds. Each will require two people to set into place. These plates are stored within the establishment. b. Seals: Each pate is fitted with a neoprene seal. The seal is permanently attached to each plate. c. Plates: Each plate will be installed by installing a removable support bracket to the building, placing plate against the removable bracket and then bolted into place with the second bracket. All brackets shall be removable when not in use. 2. Plumbing System: a. Domestic Water System: There are two shut off valves (one hot and one cold) on the north wall at the bar sink. The valves should be closed to the off position and locked during a flood event. b. The main shut off is north near Fast Highway 80. c. Waste system : the waste system is equipped with backflow preventers and flood prevention actions will not be necessary to protect the waste system. 3. Electrical and Mechanical systems: All exterior electrical and mechanical systems are above base flood elevation plus one foot. All disconnects are to be set to the off position or pulled. The main disconnect is located in the mechanical room in the east end of the building. 4. Gas : gas is not connected to this building. 4. PASSIVE FLOOD DETERRENT MEASURES The following outlines physical flood deterrent measures that have been permanently set in place. While these require no action by the owner's staff during a potential flood event, they will require periodic maintenance and inspection to ensure their ongoing stability and functionality. 1. Architectural: a. Waterproofing: All walls have been coated with a waterproofing system from ground level to one foot (1') above base flood elevation. The waterproofing surface is concealed by the exterior paint. b. Doors: Please see above door system. 2. Structural: a. Slab: the slab is not to be waterproofed. 3. Plumbing Systems: All fittings in the flood - proofed rooms are equipped with water -tight collars to prevent water infiltration and seepage. The main water line is outfitted with a backflow preventer. Waste lines have been fitted with backflow prevention devices. 4. Mechanical and Electrical Systems: see above. 5. DUTIES On-call maintenance staff will execute the following activities upon notification from the Manager: 1. Door protection: a. Go to storage location and locate necessary materials b. Locate the door panels c. Set door panels with corresponding door in proper orientation d. Verify neoprene seals are in place e. Install door panels 2. Water Shutdown: a. Verify all water valves (2) are in the off position b. Locate the main shut -off valve near East Highway 80 and shut off 3. Mechanical and Electrical Shutdown: a. Turn off all Mechanical equipment by the disconnects. b. Set main disconnect to the OFF position 4. Gas Supply a. No action required. 6. ANNUAL INSPECTION, MAINTENANCE AND TRAINING PLAN The manager(s) or assign will require an annual inspection, maintenance and training as follows: 1. Inspection and Maintenance: The owner recognizes that there shall be an annual routine inspection that these measures remain viable. The following is an inspection schedule for the flood deterrents. The reports should be filled out annually with the manager and filed at their home office. Every five years, the report, accompanied by the report of a registered engineer and the staff reports from the previous years, will be filed with a summary cover letter to the Tybee Island Planning and Zoning Dept., noting the condition and maintenance of the flood - proofing systems as outlined below. a. Doors Protection: i. Aluminum Plates: Annually inspect to verify that all panels are properly stored. Staff will annually install the panels in accordance with the procedures listed above. Every five years, a registered engineer should also inspect and report on the observed condition of the door protection system. ii. Seals: Annually inspect all seals to ensure that seals remain resilient and watertight. Inspections should note any cracks or defects in the gaskets. Replace seals if deemed necessary. iii. Brackets and Bolts: Verify all bolts and brackets are present for all doors and properly stored and secured. Replace missing or damaged bolts and replace damaged brackets if necessary. b. Waterproofmg: On an annual basis, the owner will water down the exterior wall and notice any water intrusion in to the building. Inspections should note any cracking, damage areas or loss adhesion. Every five years, an engineer should also inspect and report on the observed condition of the waterproofing. c. Interior Finishes: Annually review the interior finishes in the building to determine if there are any defects or failures in the integrity of the surface. Inspections should note surface cracking, loss of adhesion and other potential failure indicators. d. Slab and Concrete Masonry Walls: Staff should provide an annual review and report any surface cracks, settling, depressions or heave in the concrete slab and masonry walls. Every five years an engineer should also inspect and report on the observed condition of the slab and walls. e. Plumbing Systems: 1. Domestic Water System: Annually verify that all valves (2) on sinks, etc. are in working condition. Any defects should be corrected immediately. U. Fittings: Verify annually by use of a pressure test that all fittings remain watertight to a pressure of 40 psi. Any defects should be corrected immediately. f. Mechanical and Electrical Systems: Annually verify disconnects and other equipment is operational and provide safe shut down of all electrical and mechanical systems to the facility. Replace or repair as necessary. g. Gas supply system : i. No action is required. 7. TRAINING On an annual basis, the Manager or assign will conduct a training session for all employees assigned to implement the flood - proofing measures. Tybee Island Planning and Zoning Dept. will be notified at least one week in advance of the training session. The session should include the following. a. Review of potential dangers and hazards associated with occupying a building located within a floodplain. b. Review of the physical flood - proofing measures required to secure the structure. Review the components and processes required to install the active flood - proofing measures as well as an overview of the inactive measures already put in place. c. Review of the evacuation plan for staff associated with the facility. This should also include a review and confirmation of the alternate relocation sites and alternate travel routes. d. Review annual and five -y-..r inspection and maintenance reports. e. Response Time: On an annual basis, the Manager will document and forward for review by the Tybee Island Planning and Zoning Department the response times to implement the flood prevention measures. The response times will include travel time to and from installers' homes and time to notify that the measures have been put in place. Annual drills will be held to certify and update the response time. 8. SURVIVORSHIP The requirements and conditions of this document will be recorded by reference as part of the title to the property and shall run with the land to all future owners and tenants. Any changes or modifications to this document require the review and consent of the Tybee Island Planning and Zoning Department. Owner's signature (owners re. entative) 5 +1,4cye C- JT>4rr.tt Owner's printed name /7/71/1 3::7•24e/ I Manager's printed name 016112, Date Date //- 7-,2 General Man 'r signature Date LA/U./IP t% .4 4/ General Manager's printed name After recording please return to: Stacye C. Jarrell Tybee Wedding Chapel, LLC Post Office Box 1576 Tybee Island, GA 31328 STATE OF GEORGIA COUNTY OF CHATHAM Cross Reference: C 1464453 FILED -'OR r:r _ _ _..`.. 11,=13,2012 _2f1 2ft;iY PAID r. _ i HLi:6 `:.00 L:.iij2 k,21 W. Mass Fv _ C C1 k _ r f±! _- Court of }i -i .?, _ County Chat: _.; %1 County ;=t r i_ i .'. Notice Regardin Base Floor Elevation and Flood - proofmg Measures This instrument is made by Stacye C. Jarrell, Owner of Tybee Wedding Chapel, LLC (the "Declarant "). Declarant is the present owner of the land (the "Land ") described on Exhibit "A" attached hereto and acquired pursuant to the Deed. Declarant is in the process of constructing that building (the "Building ") which is located on the Land, is now commonly known as 1114 U.S Highway 80, Tybee Island, Chatham County, Georgia 31328, and is shown and described as "Recombination of Lots RETURNING Lots A, B, C, D and E, to original Lots 1, 2 and 3 being a portion of the former Woodbine Avenue and a portion of Blocks 15 and 16, Garden Ward, Tybee Island, Chatham County, Georgia prepared for Stacye Jarrell by George M. Ferreira, GRLS No. 2607, dated January 5, 2010, located on that Plat, which Plat has been recorded in Plat book 43P Page 38; in the Office of the Superior Court, Chatham County, Georgia. The Building is shown on that site plan attached hereto as "Exhibit B" Declarant hereby gives notice that the Building is in an AE flood zone and has been flood - proofed one foot above the base flood elevation to 13 MSL (NAVD) instead of raising the finish floor to the base flood elevation, that that the owner of the Building has the responsibility to create a flood protection standard operating procedure as outlined in Federal Insurance Administration: Non - Residential Floodproofmg — Requirements and Certification Technical Bulletin 3 -93 or revised editions which describes how a storm is to be identified, who will be responsible for installing the flood panels, where the flood panels are, how to identify the flood panels to the designated locations, when to remove and store the panels, yearly inspection and "dry run ", and maintenance of the flood panels to ensure they will not breakdown or be misplaced. Executed by the undersigned as follows: Signed, sealed and delivered this 11 day of November, 2012 in the presence of: Witness PAULA KITCHENS atham County, GA Won Expires November 17, 2014 Notary 1 My Commis (Seal/Exp tin Date) egie 6,4 or Stacye C. Jarrel Owner, Tybee Weddin apel, LLC EXHIBIT "A" LEGAL DESCRIPTION ALL that certain lot, tract or parcel of land situate, lying and being in Chatham County, Georgia known as New Lot 3 -A, 21,273.34 Square feet, .48 acres, Former Mckenzie Avenue and a portion of Block 15, Tybee Island Chatham County, Georgia and more fully and accurately shown and designated as New Lot 3 -A on that certain Survey Plat entitled Recombination Plat, returning Lots A, B, C, D, and E, to original Lots 1, 2, and 3, being a portion of the former Woodbine Avenue and a portion of Blocks 15 and 16, Garden Ward, Tybee Island, prepared for Stacye Jarrell by George M. Ferreira, GRLS No. 2607, dated January 5, 2010, and recorded in the Office of the Clerk of the Superior Court of Chatham County, Georgia in Plat Book 43P, Page No. 38. P 14" OAK 12" OAK 18 "© 6" OA 5' 5HRUB M e-• LRL� V' S• ...... ��GMwAY 80 % I9.99 .L.- ° 6.'42 W %J C C C- ....... ............................... ....... ............................... ocK ::; WALT:.::::: • X5242 SQ . FT 4 , RAISED FRAME 8Uf1OING ... ........... ............................... tiV. .GROUND PARKING :: =::9:6:; ::: ELEVATED:FP.::::: ......... .............................:. ........... ............................... • 350:.5Q : ;FT:.:T : .! FLAME :EQUIPMNT:.;: ENCLOSURE :..... :..:. 30" LOAK 24' LOAK_ 25' ONR JURISDICTIONAL MARSHLINE BUFFER AND BUILDING SETBACK LINE in 41.90 ������ 0 5" PINE • /iiii % % / / /%% ... __,,y !,!! %% /ice /' /ice / / /%/ 12' LOAK FIELD DATE: MARCH 15, 2011 PLAT DATE: MARCN 23. 2011 REVISION DATE: CONSTRUCTION AS -BUILT 0.49 ACRE LOT 3 -A OF BLOCKS 15 AND 16, KNOWN AS 1114 U.S. HIGHWAY 80 EAST, GARDEN WARD,TYBEE ISLAND, GEORGIA PREPARED 5TAYCE AND LANNIE JARRELL APPLY SEALANT HYDRO —STOP BARRIER GUARD TO FtOpp R AIN,B rn' yp EXTERIOR OF BUILDING / \ livery effort has been made to identify coda violations, no oversight by the reviewer shall he construed as authority to violate, cancel, alter or set aside UTILITIES P any applicable cedes or ordinances. The I-800 -282-74/1 nI1 ENrER review and cermit should not be construed as a warranty or guarantee.. City of Tybee Island • Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 ERMA INTERNATIONAL CODE COUNCIL MEMBER Permit No. 1-2 - 014 ?'-e? Date Requested Owner's Name 1 1 . WC-Ai . , l = :Date Needed Gen. Contractor Oi4KM 101-5. Subcontractor Contact Information L i v, n P.) Project Address Scope of Work Inspector I1114 H n 5-1=rt 11 -ft-) Inspection rElv1A. le■. C04.) Ti Date of Inspection Pr �IG✓1 Cf C ar Je -- `ID 304 r o Gyre a u o bn -: a o i5 -1Z Pass El Fail El Fee -) T VyLargor tcy d bor. ci . n3 C G u ✓,-`° Inspection v■s.+ ft s -2 I S bra 4` SC r e w S are r b er e� Or S D.c-c S a r c 05 G4- o -+F :r {Y02.. r /I e y riton. Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee M.nor CorrC°G't on.s n ✓1 l e . C '?s e r)J)DleJ, Via C wA-h rveyor OK `L) c, o. Inspection n -1/2-k 3 5 . Pass ❑ Fail ❑ Fee I't�►1 Ewa* INTERNATIONAL CODE COUNCIL MEMBER City of Tybee Island Planning & Zoning Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472.5032 • Fax 912.786.9539 Permit No. 12 -v LI JJ Date Requested / ,) f 7, Owner's Name / -�: ' `,�,» )4 z:40?,/,' Date Needed f >!/ /Z`- Gen. Contractor // Subcontractor Contact Information - .)-1 ,6o Project Address Scope of Work , r= i Lritnn,Q, 3Q�-J�o�g Inspector Date of Inspection Inspection tiu� `i;_c i-• - Pass � ( F J (all r Zb v Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee DATE ISSUED: 09 -7 -2012 WORK DESCRIPTION CITY OF TYBEE ISLAND BUILDING PERMIT INSTALL FLOOD PROTECTION WORK LOCATION 1114 HWY 80 OWNER NAME TYBEE ISLAND WEDDINGCHAPEL LLC ADDRESS PO BOX 1576 CITY, ST, ZIP TYBEE ISLAND GA 31328 PHONE NUMBER CONTRACTOR NAME CATSKILL BUILDERS, INC. ADDRESS 210 CATALINA DR. CITY STATE ZIP TYBEE ISLAND GA 31328 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE U TOTAL FEES CHARGED $ 143.00 PROPERTY IDENTIFICATION # PROJECT VALUATION $4,500.00 PERMIT #: 120488 TOTAL BALANCE DUE: $ 143.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org /,)- 04 Property Address: I I�wy.go City of Tybee Island, Georgia 912 - 472 -5033 or 912 - 472 -5031 - Fax 912 - 786 -9539 APPLICATION FOR BUILDING PERMIT ❑ Single Family ❑ Duplex ❑ Multi - Family units [l Commercial 1 units Details of Project: 'F(oo d- 8,0 Dv( ;� Ace-c (Check all that apply) ❑ Discovery/Tearout ❑ Footprint Changes — new square feet heated /cooled ❑ Demolition of Structure ❑ Other Tro +e.c,4-i c LA..Li n j 44 f4 o o r 5 i N MA r► Y'o ow. I uS M r(ow. Rro fc s, 4 close cliD oa Vas ; i,i b o Estimated Cost of Construction: $ 141S 00 tyo — (materials + labor + profit/overhead) If applicable, attach a copy of the certified elevation certificate and /or survey of the property. Depending upon the scope of the work, two sets of construction drawings and /or a site plan may be required. Year Built: 1010—�0(I Listed on National Historic Register or located within a National Historic District? Y / N * Buildings older than 50 years may be eligible to be listed on the State / National Register. With this designation, you may be eligible to take advantage of various tax incentive programs while preserving the heritage of Tybee Island. * Also see the Tybee Island Land Development Code Article 14: Historic Preservation During construction: On -site restroom facilities will be provided through Ton,, 5 10-1.s c s 4 . Construction debris will be disposed by Gortv-is by means of . I understand that I must comply with zoning, flood damage control, building, fire, shore protection and wetland ordinances, FEMA regulations and all applicable codes and regulations. I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected as required by Article 16, Stormwater Management. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this — permitted construction. t Date: c)1L, t Signature of Applicant: u.i* Printed Name S-4,6, 01<- C. /'tyre. -LI Note: A permit normally takes 7 to 10 days to process Approvals: Planning & Zoning Manager Building Official Water /Sewer Storm /Drainage City Manager nr [Zate1,� FEES Permit Inspections Cap Cost Rec Water Tap Sewer Stub Eng. Fees Aid to Const. TOTAL Name Mailing Address Telephone Owner 5 +Acy-r C ..ff-,9rrt-t -1 r y &E ; strrniI, 641e- DO/ f o• 30x Si 1` (,> ybc , 6-4 3132-8 Home: Cell: 912-So? -3oi39 Architect or Engineer ivovex Boswfu C+� III 2- 64,3-133y Contractor aIL%O7t ,5 (C3// 4(6-5 , Home: Cell: 94 --Z /o -/ 0 / 7 ❑ Single Family ❑ Duplex ❑ Multi - Family units [l Commercial 1 units Details of Project: 'F(oo d- 8,0 Dv( ;� Ace-c (Check all that apply) ❑ Discovery/Tearout ❑ Footprint Changes — new square feet heated /cooled ❑ Demolition of Structure ❑ Other Tro +e.c,4-i c LA..Li n j 44 f4 o o r 5 i N MA r► Y'o ow. I uS M r(ow. Rro fc s, 4 close cliD oa Vas ; i,i b o Estimated Cost of Construction: $ 141S 00 tyo — (materials + labor + profit/overhead) If applicable, attach a copy of the certified elevation certificate and /or survey of the property. Depending upon the scope of the work, two sets of construction drawings and /or a site plan may be required. Year Built: 1010—�0(I Listed on National Historic Register or located within a National Historic District? Y / N * Buildings older than 50 years may be eligible to be listed on the State / National Register. With this designation, you may be eligible to take advantage of various tax incentive programs while preserving the heritage of Tybee Island. * Also see the Tybee Island Land Development Code Article 14: Historic Preservation During construction: On -site restroom facilities will be provided through Ton,, 5 10-1.s c s 4 . Construction debris will be disposed by Gortv-is by means of . I understand that I must comply with zoning, flood damage control, building, fire, shore protection and wetland ordinances, FEMA regulations and all applicable codes and regulations. I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected as required by Article 16, Stormwater Management. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this — permitted construction. t Date: c)1L, t Signature of Applicant: u.i* Printed Name S-4,6, 01<- C. /'tyre. -LI Note: A permit normally takes 7 to 10 days to process Approvals: Planning & Zoning Manager Building Official Water /Sewer Storm /Drainage City Manager nr [Zate1,� FEES Permit Inspections Cap Cost Rec Water Tap Sewer Stub Eng. Fees Aid to Const. TOTAL LEAD -BASED PAINT RRP RULES Ordinary renovation and maintenance activities can create dust that contains lead. Contractors who perform renovation, repairs, and painting jobs in pre -1978 housing and child- occupied facilities must, before beginning work, provide owners, tenants, and child -care facilities with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard information for Families, Child Care Providers, and Schools. Contractors must document compliance with this requirement. After April 22, 2010, federal law will require you to be certified and to use lead -safe work practices. Georgia Environmental Protection Division Lead -Based Paint and Asbestos Program (404) 363 -7026. Projects must be done by a Certified Lead Renovation Firm AND a Certified Renovator When disturbing lead -based painted or coated surfaces or components more than 6 ft2 per interior room or 20 ft2 of exterior surfaces AND all window replacements and partial demolitions of any size. * * * * * * * * * * * * * * * * * * * ** Asbestos /Environmental Notification to Georgia EPD for Projects Involving Demolition, Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. * * * * * * * * * * * * * * * * * * * ** BMPs While BMP deficiencies are not necessarily the fault of the owner or his agent, BMPs are their responsibility. Two areas of deficiencies are in the most basic and common BMPs; Co — Construction Exit and Sd1 — Sediment Barrier. Correct installation information can be found in the Field Manual for Erosion and Sediment Control in Georgia, Fourth Edition 2002, Georgia Soil and Water Conservation Commission; http://www.gaswcc.org/docs/field_rnanual_4ed.pdf. Problems with the Co is not limited to the installation, but to material. The stone will be a representation of 1.5 " -3.5" stone or larger. Type A sediment barriers have been installed where Type C is required and shown on the permit drawings. Where two rows are called for they will be installed with a separation that allows for the first one to fail (fall over) without impacting the second one. The complete assembly and installation must be compliant; steel or wood posts, post spacing, Type C or A. C. (21VkU q1 /(a / t v Signature for receipt of ld Paint, Asbestos, and BMP notices. Date CL,e Printed Name Every effort has been made to identify code violations, no oversight by the reviewer shall 'oe construed as authority to violate, cancel, alter or set aside any applicable codes or ordinances. The review: and permit should not be construed as a warranty or guarantee.