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HomeMy WebLinkAboutFlood Elevation- FinalSERVICES BUILDING & CODE REG. DIVISION 2300 VIRGINIA AVENUE I FORT PIERCE, FL 34982 1 (772) 462-1960 1 TDD (772) 462-1428 1 WWW.SI'LUCIECO.GOV Memo of EC Review for Correctness and Completion The attached FEMA Elevation Certificate for the following address has been reviewed by this office. 100 ISLAND DUNES CV (1408-0067) The items noted below are not correct on the attached form and should read as entered on this page. SECTION A - PROPERTY INFORMATION For Insurance Company Use. Al. Building Owner's Name Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number City Stale ZIP Code A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) !RC A 1\1 KI A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) A5. Latkude/Longftude: Let. Long. Horizontal Datum: NAD 1927 NAD 1983 As. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number: 1B A8. For a building with a crawlspace or enclosure(s): As. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) sq It a) Square footage of attached garage sq it b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.1b sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? Yes No d) Engineered flood openings? Yes No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bl. NFIP Community Name & Community Number 82. County Name B3. State B4. Map/Panel Number 85. Suffix B6. FIRM Index Date B7. FIRM Panel Effective/Revised Date B8. Flood Zone(s) B9. Base Flood Elevation(s) (Zone AO, use base flood depth) B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. FIS FIRM Community Determined Other (Describe) Bl 1. Indicate elevation datum used for BFE in Item B9: NGVD 1929 NAVD 1988 Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes No Designation Date CBRS OPA Local Official's Name: Leslie Olson, AICP Title: Director, Planning and Development Services Community Name: St. Lucie County (Unincorporated Areas) Telephone: 772-462-1960 Signature Date: 10/01/2019 SURVEY DATA NEEDED: ASIA: need rated area in Section D comments QUESTIONS TO ANSWER: Non-SI Addition, culled from CRS CRS 310 FIMA Ec CORRECTION MEMO ST. L U C I E U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood Insurance Program Imi, .ant: Read the instructions on pages 1-, OMB No. 1660-0008 Expiration Date: July 31, 2015 SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building owner's Name Randy D Rinicella & Lisa C Rinicella Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number. 100 Island Dune Cove (Addition Only) City Jensen Beach State FL ZIP Code 34957 HUTCHINSON ISLAND, ST. LUCIE A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 27.3065261-ong. 80.221749Horizontal Datum: ❑ NAD 1927 X NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain Flood insurance, A7. Building Diagram Number 1A AS. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosures) (approximate) N/A sq ft a) Square footage of attached garage 542 sq it b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade 3 c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b 372 sq in d) Engineered flood openings? ❑ Yes ❑No (Unknow) d) Engineered flood openings? X* Yes❑ No Unknown SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. Stale St Lucie County 120285 ST LUCIE COUNTY FLORIDA 64. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel 88. Flood B9. Base Flood Elevation(s) (Zone Effective/Revised Date Zones) A0, use base flood depth) 12111C*0311 J 02/16/2012 021,6120,2 AE 6,7 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile X FIRM ❑ Community Determined ❑ Other/Source: _ B11. Indicate elevation datum used for BFE in Item 89: ❑ NGVD 1929 X NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? X Yes X No Designation Date: _ ❑ CBRS ❑ OPA SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* X Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations —Zones Al—A30, AE, AH, A (with BFE), VE, VI—V30, V (with BFE), AR, ARIA, AR/AE, AR/Al—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item AT In Puerto Rico only, enter meters. Benchmark Utilized: FLDT 94 77 A 06 — El. 3.58 Vertical Datum: NAVD88* Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 X* NAVD 1988 ❑ Other/Source: _ Datum used for building elevations must be the same as that used for the BFE. Check the measurement used a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 7_2 X feet ❑ meters b) Top of the next higher floor N/A ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A._ ❑ feet ❑ meters d) Attached garage (top of stab) 6_7 X feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 7_7 ❑ feet ❑ meters (Describe type of equipment and location in Comments) 0 Lowest adjacent (finished) grade next to building (LAG) 6_4 X feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 6_9 X feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support N./A X feet ❑ meters 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. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. x Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a JO C-O3 ❑ Check here if attachments. licensed land surveyor? X Yes ❑ No Certifiers Name REGINA KARNER License Number 4363 Title Presider Company Name KARNER SURVEYING INC Signature te'�, Date 312312016 Revised 5/22119 Telephone (772) 288 7206 9.10.16 2.21.19* 6.22.19* FEMA ForK,08P-0-33 (7/12) See reverse side for continuation. Replaces ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the Bonding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 100 Island Dune Cove (Addition Only) City Jensen Beach State FL ZIP Code 34957 1 Company NAIC Number: SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Eleva on Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Residence is i most part in Zone AE with Base Flood Elevation 7.Only a sliver of the Breezeway in the back falls within Base Flqpd Elevation 6. Utility Servicing the Building: *concrete pad with raised Aluminum Frame for A/C Units as noted hereon Date 3/23/2U76 KevlSed 4.19.ZU1b' SECtidN 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 E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. Et. 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 ._ El feet ❑meters ❑ above or El below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is _ _ El feet ❑ meters ❑above or E] 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 _ _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is — ❑ feet ❑ meters ❑ above or ❑ 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? ❑ 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 owners 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 Owners or Owners Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the communitys floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable hem(s) and sign below. Check the measurement used in Items G8-G10. In Puerto Rico only, enter meters. G1. ❑ 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. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AD. G3. ❑ The following information (Items G4-G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: �❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page Building Photographt See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 100 Island Dune Cove (Addition Only) City Jensen Beach State FL ZIP Code 34957 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 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" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. if submitting more photographs than will fit on this page, use the Continuation Page. FEMA Form 086-0-33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, Page a' Building Photographs Continuation Page IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 100 Island Dune Cove (Addition Only) City Jensen Beach State FL ZIP Code 34957 Company NAIC Number: If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View' and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section AS. FEMA Form 086-0-33 (7/12) Replaces all previous editions. Florida Building Code Online Page 1 of 3 5C15 Hoare i Login ! User Registration 1 Hot Topics I submit Surcharge i Statsa Facts I Publications 1 FBC Stan I SCIS Site Map I Links I search od dpr Product Approval USER: Public User Product Approval Menu > Protluct or Application searcM1 > Application Lib > Application Detail re p FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL5822-R3 Revision 2014 Approved Smart Vent Products, Inc. 430 Andbro Dr Unit 1 Pitman, NJ 08071 (877) 441-8368 info®smartvent.com Michael Graham Info@smartvent.com Michael J. Graham 20 Warrick Ave. Glassboro, NJ, NJ 08028 (888) 628-4115 mikeDsmartvent.com Structural Components Products Introduced as a Result of New Technology Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 9 Evaluation Report - Hardcopy Received Hermes F. Norero P.E. PE-73778 Architectural Testing, Inc. 12/31/2018 Locke Bowden '7 Validation Checklist - Hardcopy Received FL5822 R3 COI Smart Vent COI 55 2015-02-23 odf 1612.5(1)(1.2) 1709.2 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHLm 1 m... 8/31 /2016 Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 2 Option B 02/26/2015 02/27/2015 03/03/2015 04/15/2015 FL # Model, Number or Name Description 5822.1 Model #1540-510 SmartVent Limits of Use Installation Instructions Approved for use in HVHZ: Yes PTID 5822 1 Installation Instructions. pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P,E. 73778 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +100/-100 Evaluation Reports Other: One vent may be used for up to 200 sq. ft. of FL5822 R3 AE PER3229 SS 2015-02-23 odf interior space (minimum 2). FL5822 R3 AE SmartVent - Impact Reouirements Letter SS 2015-02-26.udf Created by Independent Third Parry: Yes 5822.2 Model *1540-514 SmartVent Overhead Door Model Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A FL5822 R3 11 Installation Instructions odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Design Pressure: +100/-100 Evaluation Reports Other: One vent may be used for up to 200 sq. ft. of interior space (minimum 2). FL5822 R3 AE PER3229 SS 2015-02-23 odf FL5822 R3 AE SmartVent Imoact Reautrements Letter SS 2015-02-26.odf Created by Independent Third Party: Yes 5822.3 Model #1540-520 FloodVent Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A FL5622 R3 II Installation Instructions.odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Design Pressure: +100/-100 Other: One vent may be used for up to 200 sq. ft. of interior space (minimum 2). Evaluation Reports FL5822 R3 AE PER3229 SS 2015-02-23 odf FL5822 R3 AE SmartVent - Impact Requirements Lette SS 2015-02-26.pdf Created by Independent Third Party: Yes 5822.4 Model #1540-524 FloodVent Overhead Door Model Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL5822 R3 It installation Instructions. odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +100/-100 Other: One vent may be used for up to 200 sq. R. of Evaluation Reports FL5822 R3 AE PER3229 SS 2015-02-23 odf interior space (minimum 2). FL5822 R3 AE SmartVent - Impact Requirements Letter SS 2015-02-26.odf Created by Independent Third Party: Yes 5822.5 Model #1540-570 Wood Wall FloodVent Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5822 R3 11 Installation 1 istructions odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Design Pressure: +300/-100 Other: One vent may be used for up to 200 sq. ft. of Evaluation Reports FL5822 R3 AE PER3229 SS 2015-02-23 odf interior space (minimum 2). FL5822 R3 AE SmartVent - Impact Requirements Letter SS 2015-02-26 odF Created by Independent Third Party: Yes 5822.6 Model #1540-574 Wood Wall FloodVent Overhead Door Model Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A FL5822 R3 11 Installation Instructions odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Design Pressure: +100/-300 Evaluation Reports Other: One vent may be used for up to 200 sq. ft. of FL5822 R3 AE PER3229 SS 2015-02-23 odf interior space (minimum 2). FL5822 R3 AE SmartVent - Impact Requirements Letter SS 2015-02-26.pdf + Created by Independent Third Party: Yes https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHLmlm... 8/31 /2016 IMES Evaluation Report ESR-2074* www.icc-es.ora 1 (800) 423-6587 I (562) 699-0543 DIVISION: 08 00 00—OPENINGS Section: 08 95 43—Vents/Foundation Flood Vents REPORT HOLDER: SMARTVENT PRODUCTS, INC. 430 ANDBRO DRIVE, UNIT 1 PITMAN, NEW JERSEY 08071 (877)441-8368 www.smartvent.com Info(Msmartvent.com EVALUATION SUBJECT: SMART VENT® AUTOMATIC FOUNDATION FLOOD VENTS: FLOODVENTTM MODEL #1640520; FLOODVENTTM STACKING MODEL #1540521; SMARTVENTTM MODEL #1640510; SMARTVENTTM STACKING MODEL #1540511; WOOD WALL FLOOD MODEL #1540570; WOOD WALL FLOOD OVERHEAD DOOR MODEL #1540574; FLOODVENTTM OVERHEAD DOOR MODEL #1540524; SMARTVENTw OVERHEAD DOOR MODEL #1540514 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2009 and 2006 international Building Code® (IBC) ■ 2009 and 2006 International Residential Code® (I RC) Properties evaluated: ■ Physical operation ■ Water flow 2.0 USES The Smart Vente units are automatic foundation flood vents (AFFVs) employed to equalize hydrostatic pressure on nonfre-resistance-rated foundation walls, rolling -type overhead doors and building walls subject to rising or falling flood waters. The Smart Vente units are intended for use where flood hazard areas have been established in accordance with IBC Section 1612.3 or IRC Section R3222.1. Certain models also allow natural ventilation in accordance with Section 1203 of the IBC or Section 408.1 of the IRC. 3.0 DESCRIPTION 3A General: When subjected to pressure from rising water, the Smart Vente AFFVs disengage, then pivot open to allow flow in either direction to equalize water level and hydrostatic Reissued December 1, 2012 This report is subject to renewal February 1, 2015. A Subsidiary of the International Code Council® pressure from one side of the foundation to the other. The AFFV pivoting door is normally held in the closed position by a buoyant release device. When subjected to rising water, the buoyant release device causes the unit to unlatch, allowing the plate to rotate out of the way and allow flow. The water level stabilizes, equalizing the lateral forces. Each unit is fabricated from stainless steel. The SmartVENTTM Stacking Model #1540-511 and FloodVENTTM Stacking Model #1540-521 units each contain two vertically arranged openings per unit. 3.2 Engineered Opening: The AFFVs comply with the design principle noted in Section 2.6.2.2 of ASCE/SEI 24 for a maximum rate of rise and fall of 5.0 feet per hour (0.423 mm/s). In order to comply with the engineered opening requirement of ASCE/SEI 24, Smart Vent AFFVs must be installed in accordance with Section 4.0. 3.3 Model Sizes: The FloodVENTTM Model #1540-520, SmartVENTTM Model #1540-510, FloodVENTTM Overhead Door Model #1540-524, and SmartVENTTM Overhead Door Model #1540-514 units measure 153/4 inches wide by 73/4 inches high (400 by 196.9 mm), The Wood Wall Flood Model #1540-570 and Wood Wall Flood Overhead Door Model #1540-574 units measure 14 inches wide by 83/4 inches high (355.6 by 222.25 mm). The SmartVENTTM Stacking Model #1540-511 and FloodVENTTM Stacking Model #1540-521 units measure 16 inches wide by 16 inches high (406.4 by 406.4 mm). 3.4 Ventilation: The SmartVENTe Model #1540-510 and SmartVENTe Overhead Door Model #1540-514 both have screen covers with 1/4-inch-by-1/4-inch (6.35 by 6.35 mm) openings, yielding 51 square inches (32 903 mm2) of net free area to supply natural ventilation. The SmartVENTTM Stacking Model #1540-511 consists of two Model #1540-510 units in one assembly, and provides 102 square inches (65 806 mm2) of net free area to supply natural ventilation. Other AFFVs recognized in this report do not offer natural ventilation. 4.0 INSTALLATION SmartVENTe and FloodVENTTM are designed to be installed into walls or overhead doors of existing or new construction from the exterior side. Installation of the vents must be in accordance with the manufacturer's instructions, the applicable code and this report. The mounting straps allow mounting in wood, masonry and 'Revised July 2013 ICC-ES Evaluation Reports are not lobe consigned ns representtng aestheRce or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recounnendononfor its use. There is no warranty by ]CC Evaluation Service, LLC, express or Implied, as '.y to anyfimling or other nmuer in this report, or as'to any product covered by the report Copyright 0 2013 Page 1 of 2 ESR-2074 I Most Widely Accept nd Trusted 2of2 concrete walls up to 12 inches (305 mm) thick. In order to comply with the engineered opening design principle noted in Section 2.6.2.2 of ASCE/SEI 24, the Smart Vent® AFFVs must be installed as follows: ■ With a minimum of two openings on different sides of each enclosed area. ■ With a minimum of one AFFV for every 200 square feet (18.6 m2) of enclosed area, except that the SmartVENTTM Stacking Model #1540-511 and FloodVENTM Stacking Model #1540-521 must be installed with a minimum of one AFFV for every 400 square feet (37.2 m2) of enclosed area. ■ Below the base flood elevation. ■ With the bottom of the AFFV located a maximum of 12 inches (305.4 mm) above grade. 5.0 CONDITIONS OF USE The Smart Vent® AFFVs described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 6.1 The Smart Vent® AFFVs must be installed in accordance with this report, the applicable code and the manufacturer's installation instructions. In the event of a conflict, the instructions in this report govern. 5.2 The Smart Vent® AFFVs must not be used in the place of "breakaway walls" in coastal high hazard areas, but are permitted for use in conjunction with breakaway walls in other areas. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Automatic Foundation Flood Vents (AC364), dated October2007. 7.0 IDENTIFICATION The Smart VENT® models recognized in this report must be identified by a label bearing the manufacturer's name (Smartvent Products, Inc.), the model number, and the evaluation report number (ESR-2074). ICC-ES Evaluation Report ESR-2074 FBC Supplement Issued July 1, 2013 This report is subject to renewal February 1, 2015. www,iec-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 08 00 00—OPENINGS Section: 08 95 43—Vents/Foundation Flood Vents REPORT HOLDER SMARTVENT PRODUCTS, INC 430 ANDBRO DRIVE, UNIT 1 PITMAN, NEW JERSEY 08071 (877)441-8368 www.smartvent.com infoOsmarivent.com EVALUATION SUBJECT: SMART VENT® AUTOMATIC FOUNDATION FLOOD VENTS: FLOODVENTTM MODEL #1540520; FLOODVENTM STACKING MODEL #1540521; SMARTVENT TM MODEL #1640510; SMARTVENT TM STACKING MODEL #1540ZI1; WOOD WALL FLOOD MODEL #1540570; WOOD WALL FLOOD OVERHEAD DOOR MODEL #1540574; FLOODVENTM OVERHEAD DOOR MODEL #1540524; SMARTVENT M OVERHEAD DOOR MODEL #1540514 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Smart Vent® Automatic Foundation Flood Vents, recognized in ICC-ES master report ESR-2074, have also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2010 Florida Building Code —Building (FBC) ■ 2010 Florida Building Code —Residential (FRC) 2.0 CONCLUSIONS The Smart Vent® Automatic Foundation Flood Vents, described in Sections 2.0 through 7.0 of the master evaluation report ESR-2074, comply with the FBC and the FRC, provided the design and installation are in accordance with the International Building Code® provisions noted in the master report. Use of the Smart Vent® Automatic Foundation Flood Vents has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the FBC and the FRC for structures not subject to FBC Section 2326.3.1 or FRC Section 4409.13.3.1, as applicable. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued December 1, 2012, revised July 2013 /CC-iiS hvalvallon Reports are not to be consented as represeninig aesthetics or any other auribules not specifically addressed, nor"they la be constnted av an endorsement of the subjecl of the report or a recomrnendaeion fords use. There is no warranty by ICC livahmtlon Service, /.l,C, express or implied, as 21 to atryj nding or other nmller in this report, or m to any product covered by the report one=_ - Copyright © 2013 Page 1 of 1 FIRC O O O 0 ALLWOOD RIVERFRONT (Plat Book 32, Page 2) S89e59'38"W 211.86' FIRC C&T LB4286 0. 11'N I I PVC W � a° Preservation Easement o I 1 I I I SIRC 16ti9 - 20.00'— I \,S1 \ TCB 6 FIRC LB4286 g0 .y 13.0 Covered iv Porch b) 25.33 t 0 0 Q 18.67' Lot 2 5' Proposed Three Story Addition to Existing Single Family Residence ti ALLWOOD RIVERFRONT (Plat Book 32, Page 2) FIRCT 0 Line C&TFence Straddling Lot LB4286ut0.23'N ca 0.39'E 0 A � 1 I7. 17' 0.33'- I 6'a l- SL n> v 23.17' 9.50' 0''-- 3.68' V I � - 11.17' �- -- .68' 13.5" 51N Covered 11 Lot 1 Two Story Residence 100 Islands Dune Cove Finished Floor Elevation 7.25 w � w 104 Island Dunes Cove cn o g w Proposed Finished Floor Elevation 7.25 5.6 r0+ _ ,0 v "! cni +6. 66 i 20.67' 10.67"h c, m U 24.33' w V CIE V I a b w 22. N _ W w jProposed N 18' Concrete0i a/ 0 LP Driveway O O h I Tank 14 h+ O 10' Utility i 10'Utility i Easement T FIR I Easement I WM® Cecj L842 Pad IRC N89 59'38"E 124.17' HYD ---I 9.0' WV N N Back of Cu I 'y g0 I 'S• I g� O j j o FMD _-N8959'38"E 47.98' FWD +A Edge of Pavement 186.07' — - Nj Center r Temporary Bench Mork 0=3.91J(W) / EL=5.403(NGVD) X-L11t North Rim Island Dunes - - - Line SSMH �s Center Line �„ i Cove I FPKD 1 C&T C&T +t. L84286 1s'8S- 3' Prepared For: MR. & MRS. RINI CELLA -29.07'-- Page 1144 o , Paver Brick Pool and Patio 5.3 0 J. V w 2.4 aw N Paver Brick 0) Driveway a q / 10' utility Easement 1 � � T r \ BFP I II / Asphalt FMD 0 0 N w Fence Line Rock Wall M114, SIDES --ram. m i CNR SIDEz1I_. °^ •o REAR 3 ZNG. TECH ��ll �um FIR 0.12'E 3.4'0 \ 6.6'h� /PP b \ r'Q� .gyp ME UB \ �m \ / t> \\ EBT® FIRC LB4286 0.21S� / v 1451,1` R9a: a%3°tee° 7 povgr Brick plot) or Radius=175.00' Delta=29' 1 1' l8 Length=89. 15" KARNER SURVEYING, INC.s Residential & Commercial Surveying Services 11mF 22 Sk-1u Atu Qf� 2740 SW Martin Downs Blvd#333-Palm City, F1.34990 q� I PHONE: (772)288 7206 FAX: (772) 223 811 Mr "3Vro A' \o Conarata 21E Paver 1 N6g 3 1.01 %\ Brick 00 1� \2p.3�" Rad'as/8 at3 Ay Oel\a �en9 Plo��er \ W tee Rev/sbn Desc t e. 13. 14 Proposed Bldg 8.25.14 Breezeway Di �, Sheet title. SITE PLAN mension 0, Dn- Dr.— 8Y' neld xoo:r, aNa-, xxx Ab" CADD tile: 311-03 Sheet No., Z oP 2 Flk- Nei PROJ:SLC-Las Tortugas at HI/Los Tortugos02SP SURVEYOR'S REPORT LEGEND LEGAL DESCRIPTION 1 This Survey shall not be valid unless sealed with an embossed CIE - Back n w PreventB1try Lot 1 and 2, LAS TORTUGAS AT HUTCHINSON ISLAND, according to the Plat Surveyor's Seal ces - cwoete PadBlocwith Air Conditioning thereof, as recorded in Plat Book 44, Page 5, Public Records f St. Lucie re 2 No underground improvements have been located as part of CMP CPE - co °are and Metal Pipe Equipment County, Florida. this Survey. - leb1� EB EleBox ctric \ 3 The last field date of this Survey was: 7-14-14. � Water MGattare Valve 4 This Survey was prepared using the Plot of Record only. No MES - Mitered End Section FIRC \ 0/1 - Overhead Utility Line ALLWOOD RIVERFRONT other documents were provided and no search of the public ORB - Orginal Reco ds Boak FIRC L84286 cn PB - Pover anck LB4286 S89059'38"W 211.86' 0.15'W (Plot Book 32, Page 2) \ FMD records was performed by this office. PP - Power Pole SL - Set Lath 5 Eo ement `A N 5 The Survey shown hereon meets the requirement for field TCB - Telephone Communications Box �— 0 119.0' accuracyin a suburban area as set forth b the Minimum SSMN -Sanitary Sewer Manhole Oe Y ue - utmty Box r p Technical Standards (5J- 1 7.050-052FAC). wM -water Meter w w y FCM - Found a x4'Concrete Monument Preservation Area Easement a N �• G 6 By acceptance of this survey all parties agree that the signing nP - Found I' Iron Pipe + r FlPC - Found Iron Pipe with Cop c � I surveyors liability is limited to the amount paid for said Survey. nR - FaDnd Iran Rod W 20.0' -A7 Unless other wise noted all bearin and distances are in FIRC - Found 15 Iron Rod with cap ; ID 9 SIRC - Set 15 Iron Rod with Cap 1B17357' H ID IRC N accordance with the record plot and have been verified by field nPC - Found 1/2" Iron Pipe with Cap C Lot 1 3 FM - Found Mag Nail measurements. See map for bearing base. FMD - Found Mag Nail with Disk R I �rt �+ FN - Found Nail 8 Parcel/Lot line locations have been based on found survey FNK -Found PKail ailwith Tin Tob g M 9 I Lot 2 0. 12 E control along the center line of Island Dunes Cove. FPKD - Found Pit Nail with Disk I Radius=150.00 / 9 LEFT BLANK. ICO - n Pavement men Road Spike m w Delta=5w30'26" /CO - In Pavement Cut Out 10 The Legal Description shown hereon was provided by the oN 1 0.65Acres I Length=14.42' / ^yraj client and/or his/her representatives. to eO� \ 11 No ownership of fence lines has been determined as part of Radius=25.00 this Survey. _ De ta=9e02'42" 0 , "150.,000'+ �M \.N69'36'S2"E 12 Off set calls to found survey control are relative to the L�ngth=3.95 gadiug30�51>; S�t1 FIRC \ 7.01' nearest property corner, intersection of lines, point of curvatures — —. Delta' 0.78 FIRC L84286 (PC), point of reverse curvatures (PRC) or other identifiable L —10 Utility Easement FIR' RC Len No ID 0.21 SOoe \ point. FIRC IRC 0.23'E N895938E 12406106 SSh20�32 84286 13 Compliance With local zoning requirements and or With LB4286 FIRC " " adu 0gka requirements set forth by other State, Public, and/or Private N IL8428s .17 R eta- 0; in - entities has not been verified as part of this Survey. I Island Dunes Cove 19.03' Radius=175-0 14 Elevations shown are in accordance with the NORTHAMERICAN FIRC ae.oa' _ �1'ta '^ Center Line � delta=2sag 15� ^ \ VERTICAL DATUM OF 1988 and have been established with Bench FMD Temporary Clench Mork FPKD FMD Length v 3.W) C&T C&T \ Mark 94 77 A06 Florida Department of Transportation (Elevation 0=91J( w $ X-Cut North Rim Le4286 / \\ 3.59NAVD). N 1.�— T� 15 Existing improvements on the adjacent /at 1 have not bee4n m _ \ field verified. — —�-- This page one (1) of two (2) of this map of survey containing the Surveyor's Report, Flood Zone Designation, Flood Zone Data derived by visual inspection of the overall boundary information, legal description and other PREPARED FOR: digital official FEMA Maps and limited to the pertinent information, shall not be full and complete without Rand D RInICBIIa & Lisa C RiniCella M.A. accuracy of such maps. page two (2) of two (2) of this survey. Page two (2) Y Flood Zone: AE with base flood elevation 6 and 7 contains important information regarding the improvements Corson & Associates, Inc. Community #: 120286 Panel J: 0311 located on the subject property Suffix: J Date: 2.16.2012 Prepared By: Regina C. Kamer, PSM#4363 Kamer Surveying, Inc. LB#7357 Prepared For: MR. & MRS. RINICELLA St. Lucie County Florid KARNER SURVEYING, INC. '- Residential & Commercial Surveying Services 2740 SW Martin Downs Blvd.#333, Palm City, FI.34990 'f�l Phone: (772)288 7206 Fox:(772)223 8181 Srw.+ rI tBoundary Survey Scuts, Do Sep Sliest Ab.. •by, 1 of 2 Drawn raid Nook, G1oa-t .bb Nw. LADD Ffl,,ee�J rNe Nw. 1Jti-a]a Loa Tertueae