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Home My WebLink AboutFlood ElevationLOT 342 k64' (P) LOT 343 LOT 344 LOCATION MAP m M ti h r0 /O FND 5/8"0 18 IN CONCRETE N 0.05'E 0.68' LEGAL DESCRIPTION LOT 320, NETTLES ISLAND PROJECT SECTION II, AS RECORDED IN PLAT BOOK 16, PAGES 1, 1A THROUGH 1J, PUBLIC RECORDS OF ST. LUCIE COUNTY. FLORIDA. U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2022 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: THOMAS & LURA LYNN DOWD #4058-96 - A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 320 NETTLES BLVD. City State ZIP Code JENSEN BEACH Florida 34957 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) - LOT 320, NETTLES ISLAND (#4502-501-0506-000-8) A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat.27°17'12.033"N Long.-80°13'27.2238"W Horizontal 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. AT Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 833.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 13 c) Total net area of flood openings in A8.b 1049.10 sq in d) Engineered flood openings? ❑x Yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage 0.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0.00 sq in d) Engineered flood openings? ❑ Yes ❑X No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B f. NFIP Community Name & Community Number B2. County Name B3. State ST. LUCIE CTY UNINC ,AREAS 120285 ST. LUCIE Florida B4. Map/Panel B5. Suffix 86. FIRM Index B7. FIRM Panel B8. Flo74.0 9. Base Flood Elevation(s) Number Date Effective/ Zones(Zone AO, use Base Flood Depth) Revised Date 12111C0311 K 02-19-2020 02-19-2020 AE B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139: ❑ 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)? ❑ Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 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: 320 NETTLES BLVD. City State ZIP Code Company NAIC Number JENSEN BEACH Florida 34957 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, 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 AT In. Puerto Rico only, enter meters. Benchmark Utilized: F-308 ELEV. 0.86' Vertical Datum: NAVD 1988 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) 4.30 ❑x feet ❑ meters b) Top of the next higher floor 7.75 ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A ❑ feet ❑ meters d) Attached garage (top of slab) N/A ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building feet meters x 8.14 ❑ ❑ (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 3.95 ❑x feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 4.17 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including feet ❑ 4.30 meters ❑ structural support 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. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑x Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number STEPHEN J. BROWN, PSM L.S.4049 Title PROFESSIONAL SURVEYOR AND MAPPER — -'rIaG Company Name- STEPHEN J. OWN, INC. _ �` Se ✓-. H Ad ss 9 EAST 5TH STIR ET City State ZIP Code STUART Florida 34994 Signature Date Telephone Ext. 02-03-2021 (772)288-7176 Copy as this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. '15—omm (including type of equipment and location, per C2(e), if applicable) A8 F OD SOLUTIONS FLOOD VENT MODEL# FS-1608 ENCLOSED AREA COVERAGE 97 sq. ft. PER VENT, NET FREE AREA OPENING 80.7 sq. in. PER VENT TOTAL COVERAGE OF 13 VENTS AT 97 sq. ft. PER VENT EQUALS 1261 sq. ft. AS c TOTAL COVERAGE OF 13 VENTS AT 80.7 sq. in. PER VENT EQUALS 1049.10 sq. in. C2 e IS THE BOTTOM OF THE A/C UNIT FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 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: 320 NETTLES BLVD. City State ZIP Code Company NAIC Number JENSEN BEACH Florida 34957 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 El-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. E1. 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 ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is - - [-]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 1-2 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 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 or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (12119) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 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: 320 NETTLES BLVD. City State ZIP Code Company NAIC Number JENSEN BEACH Florida 34957 SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's fioodplain 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—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 AO. 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) ❑ feet ❑ meters of the building: 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 (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No.1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2022 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: 320 NETTLES BLVD. City State ZIP Code Company NAIC Number JENSEN BEACH Florida 34957 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item AS. 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. � r ll t Photo One �- Photo One Caption FRONT/SIDE VIEW 01/29/2021 Clear Photo One wad r Photo Two V Photo Two Caption SIDE VIEW 01/29/2021 Clear Photo Two FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No.1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November30, 2022 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: 320 NETTLES BLVD. City State ZIP Code Company NAIC Number JENSEN BEACH Florida 34957 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 A8. i - 1. Photo Three Photo Three Caption REAR VIEW 02/03/2021 Clear Photo Three 'I Photo Four Photo Four Caption SIDE/REARVIEW 02/03/2021 Clear Photo Four FEMA Form 086-0-33 (12119) Replaces all previous editions. Form Page 6 of 6 4/23r4020 Florida Building Code Online Professional Regulation r aas Home I Log In I User Registration I tot Topics I Submit surcharge I stets a FaRa I Publiaaons I Coned Us I KIS Site, Map I Unks I search bF1d ■ `i Product Approval UI USER: Public User nsl+n Product Hgorwal Menu > Product or Ppnfcation Search > RpoIQirtion List > Application Debi) FL # FL17588-RI Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Flood Solutions, LLC Address/Phone/Email 1 Industrial Park Dr. Bldg. 27 Pelham, NH 03076 (603) 595-5222 info@floodsolutions.com Authorized Signature Lori Malitsky infoofloodsolutions.com Technical Representative Lori Malltsky Address/Phone/Email 1 Industrial Park Drive Building 27 Pelham, NH 03076 (603) 595-5222 info@floodsolutions.com Quality Assurance Representative Lori Malltsky Address/Phone/Email 1 Industrial Park Dr Bldg 27 Pelham, NH 03076 (603)595-5222 info@floodsolutions.com Category Panel Walls Subcategory Wall Louver Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity ICC-ES Evaluation Service, LLC Quality Assurance Contract Expiration Date 03/31/2022 Validated By ICC Evaluation Service, LLC. Certificate of Independence FL17588 R3 COI Certificate of Independence for Evaluation.gdf Referenced Standard and Year (of Standard) Standard Year ASCE/SEI24 2014 Equivalence of Product Standards Certified By Sections from the Code https://fioddabuilding.org/pr/pr_app_ tl.aspx?param=wGEVXQvADgvYdg2pQ%2fXXJvPJgU4XkCMsOVo8Wl 0%2b6cfnwlJnQJ184A%3d%3d 112 4123/2020 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 17588.1 FS_.._ ___. _.... Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Contact us:: 2= The State of Florida Is an AA/ECO employer. p2gyrioh Method 1 Option C 01/19/2018 02/08/2018 02/10/2018 Description FS-1412, FS-1608, FS-1616, FS-1608-HEX Installation Instructions FL17588 RS It FS and FS HEX installation instructions.pdf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL17588 R1 AE Undated ICC Reggt,pd[ Back next Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.'Fursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, ES. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please dick hi . Pro luot Approval Accepts: ®®®99® Credit Card Safe https://Aoridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgvYdg2pQ%2fXXJvPJgU4XkCMsOVoBVV10%2b6cfnwlJnQJ184A%3d%3d 2/2 V� ICC EVALUATION SERVICE Certification of Independence for Evaluation ICC Evaluation Service, LLC ICC Evaluation Service, LLC Los Angeles Business/Regional Office 536o Workman Mill Ro.vi Whittier, CA 906oi tel: 562.699,o543 fax: 562-695.4694 wwwicc-es.urg 1). ICC Evaluation Service, LLC, does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products for which evaluations are issued. 2). ICC Evaluation Service, LLC, is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3). ICC Evaluation Service, LLC, does not have, nor will acquire, a financial interest in any company manufacturing or distributing products for which reports are being issued. 4). ICC Evaluation Service, LLC, does not have, nor will it acquire, a financial interest in any other entity involved in the approval process of the product. Shahin Moinian President, ICC Evaluation Service, LLC FLOOD SOLUTIONSTM MODEL "FS" FEMA COMPLIANT, ICC CERTIFIED ENGINEERED FLOOD VENTS FEMA Compliant Engineered Flood Vents meet FEMA requirements when installed properly. • Use at least 2 flood vents per enclosed area below flood grade, installed on at least two separate walls. • The bottom of the flood vent opening must not be higher than 12 inches above the grade. • At least 1 square inch of engineered opening for every 1 square foot of enclosed space. • ]CC -ES CERTIFIED VENT Minimum Opening Tip to Tip Engineered Qty Model Required Dimensions Opening C vers FS-1608 16" Wide x 8" High 18-1/2"W x 10-1/2"H 97 sq ft FS-1616 16" Wide x 16" High 18-1/2"W x 18-1/2"H 191 sq ft FS-1412 14-1/2"W x 12"H 17"W x 14-1/2"H 129 sq ft Frame: ALUMINUM; .050" minimum thickness, with square openings in front face, each opening is %" x %" Finish: each vent has a satin sanded finish. This finish may be field painted. FLOOD SOLUTIONS, L.L.C. One Industrial Park Drive Bldg. 27 Pelham NH, 03076 Toll Free: 1-800-325-9775 In NH: 603-595-5222 Fax:603-595-4778 www.floodsolutions.com info@floodsolutions.com PROJECT I CONTRACTOR I I DATE IMES Evaluation Report ESR-3760 FBC and FRC Supplement Reissued March 2020 Revised April 2020 This report is subject to renewal March 2022. wwwAcc-es.orfl i (800) 423-6587 i (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: FLOOD SOLUTIONS, LLC EVALUATION SUBJECT: STATIC FLOOD VENTS 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Flood Solutions' flood vents, recognized in ICC-ES evaluation report ESR-3760, have also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2017 Florida Building Code —Building ■ 2017 Florida Building Code —Residential 2.0 CONCLUSIONS The Flood Solutions flood vents, described in Sections 2.0 through 7.0 of ICC-ES evaluation report ESR-3760, comply with the Florida Building Code —Building and the Florida Building Code —Residential, provided the design requirements are determined in accordance with the Florida Building Code —Building or the Florida Building Code —Residential, as applicable. The installation requirements noted in [CC -ES evaluation report ESR-3760 for the 2015 International Building Code® meet the requirements of the Florida Building Code —Building or the Florida Building Code —Residential, as applicable. Use of the Flood Solutions' flood vents has Also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the Florida Building Code —Building and the Florida Building Code —Residential. For products falling under Florida Rule 61 G20-3, 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 evaluation report, reissued March 2020 and revised April 2020. /CC -ES Evaluation Reports are nm to be comimed as representing aesthetics or any other atlribules not specificollyaddressed, nor are they to be construed as on endorsement oflhe subject of the report or o recommendation far its use. 77rere ism warranty by ICC Evaluation Service, LLC, express or implied, as to any feuding or other matter in this rcparl, or as ro any producl covered by the report . m Copyright 0 20201CC Evaluation service, LLC. All rights reserved. Page 3 of 3 IMES Evaluation Report ESR-3760 Reissued March 2020 Revised April 2020 This report is subject to renewal March 2022. www.icc-es.org i (800) 423-6587 i (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 08 00 00—OPENINGS applicable code and this report. In order to comply with the Section: 08 95 43—Vents/Foundation Flood Vents engineered opening design principle noted in Section 2.6.2.2 of ASCE/SEI 24, the vents must be installed as REPORT HOLDER: follows: FLOOD SOLUTIONS, LLC EVALUATION SUBJECT: STATIC FLOOD VENTS 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2018, 2015, 2012 and 2009 International Building Code® ■ 2018, 2015, 2012 and 2009 International Residential Code® Property evaluated: Water flow 2.0 USES Flood Solutions' static flood vents are used to provide for the equalization of hydrostatic flood forces on exterior walls. 3.0 DESCRIPTION 3.1 General: Flood Solutions' static flood vents are engineered, permanently open flood vents with no moving parts that automatically allow flood waters to enter and exit enclosed areas. The vents are constructed of aluminum and available in four models. See Table 1 for model designations and sizes. See Figure 1 for illustrations of the flood vents. 3.2 Engineered Opening: The Flood Solutions static flood vents comply with the design principle noted in Section 2.6.2.2 of ASCE/SEI 24 for a rate of rise and fall of 5 feet per hour (0.423 mm/s). In order to comply with the engineered opening requirement of ASCE/SEI 24, the static flood vents must be installed in accordance with Section 4.0 of this report. 3.3 Ventilation: Flood Solutions' static flood vents may be used to supply natural ventilation for under -floor ventilation. See Table 1 for net free area for under -floor ventilation provided by each of Flood Solutions' static flood vents. 4.0 DESIGN AND INSTALLATION The Flood Solutions static flood vents are designed to be installed into walls or doors of existing or new construction from the exterior side. Installation of the vents must be in accordance with the manufacturer's instructions, the • With a minimum of two opening on different sides of each enclosed area. • With a minimum of one vent for the square footage of enclosed area noted in Table 1. • Below the base flood elevation. • With the bottom of the vent located a maximum of 12 inches (305 mm) above grade. 5.0 CONDITIONS OF USE The static flood vents described in this report comply with, or are a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The static flood vents must be installed in accordance with this report, the applicable code and the manufacturers installation instructions. In the event of a conflict, the instructions in this report govern. 5.2 The static flood vents 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 6.1 Manufacturers descriptive literature and installation instructions. 6.2 Detail drawings. 6.3 Engineering calculations in accordance with ASCE/SEI 24. 6.4 Quality documentation in accordance with the ICC-ES Acceptance Criteria for Quality Documentation (AC10), dated June 2014. 7.0 IDENTIFICATION 7.1 The Flood Solutions static flood vents recognized in this report must be identified by a label bearing the manufacturers name (Flood Solutions), the model number, and the evaluation report number (ESR-3760). 7.2 The holder's contact information is the following: FLOOD SOLUTIONS, LLC ONE INDUSTRIAL PARK DRIVE BUILDING 27 PELHAM, NEW HAMPSHIRE 03076 (800)325-9775 www.floodsolutions.com i nfo(&flood so I uti o n s.co m ICC-ES Evaluation Reports are not to be caustrued as representing aeslheRcs or any other attributes not specifimlly addressed, nor are they to be mmtrued as an endorsement ofthe subject ofthe report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as iiiiiiiii to mryjlmfing or other matter in this report, or as to artyproduct coveredby the report. ,SI & — copyright 0 2020 ICC Evaluation Service, LLC. All rights reserved. Page I of 3 ESR3760 I Most Widely Accepted and Trusted Page 2 of 3 TABLE 1—FLOOD SOLUTIONS STATIC FLOOD VENTS VENT SIZE ROUGH OPENING SIZE OSED ENj12 NET FREE AREA' MODEL (Width x Height) (Width x Height) AREA VERAGE V (in ) (in) (In) FS-1608 181/2 x 101/2 16 x 8 7 80.7 FS-1616 18% x 18% 16 x 16 _ 1 158.2 FS-1412 17 x 141/2 14% x 12 _ 9 106.7 FS-1608-Hex 18'12 x 10'12 16x8 0 91.4 For SI: 1 inch = 25.4 mm; 1 R = 304.8 mm 'Available for use as under -floor ventilation. FS-1412 FS-1616 FS-1608 FS-1608-HEX FIGURE 1—FLOOD SOLUTIONS STATIC FLOOD VENTS ICC ICC PMG Look for the trusted marks of G "2014 Recipient of prestigious (WSSPQ Award in Excellence- ICC-ES Evaluation Reports are not specifically addressed nor are they recommendation for its use. There is to any finding or other matter in this i Copyright ® 2018 ICC Evaluation DIVISION: 08 00 00-OPENINGS SECTION: 08 9S 43-VENTS/FOUNDATION FLOOD VENTS REPORT HOLDER: FLOOD SOLUTIONS, LLC ONE INDUSTRIAL PARK DRIVE, BUILDING 27 PELHAM, NEW HAMPSHIRE 03076 EVALUATION SUBJECT. - STATIC FLOOD VENTS ICC Q19) ED nformityl astern states seismic policy Council ®M , A Subsidiary of rAueco`o cm o be construed as representing aesthie ics or any other attributes not ecc o be construed as an endorsement the sbjectofthreporta)-a now�ranty by /CC EvaluationServ, LLC, express or implied as part, or as to arty product covered by the report 5O K 10� e wuwa c.ne a.em, eu� Rfplr rvice, LLC. All rights reserved. IMES vvvdwr.icc-es orctl DIVISION: 08 00 Section: 08 95 4 REPORT HOLDER: FLOOD SOLUTIONS, LLC ONE INDUSTRIAL PARK D BUILDING 27 PELHAM, NEW HAMPSHIR (800) 325.9775 urrdtv.floo Jsolutlons.com Infofo7floodsolutions coin EVALUATION SUBJECT: STATIC FLOOD VENTS Report ESR-3760 Reissued March 2018 This report is subject to renewal March 2020_ 4z3-6567 1 (662) 699-0543 A Subsidiary of the Intemalional Code Council® 03076 Flood Vents 1.0 EVALUATION SCOPE Compliance with the follom Ing codes: 0 2018, 2015, 2012 and 2009 International Building Code® ■ 2018, 2015. 2012 and Code® Property evaluated: Water flow 2.0 USES Flood Solutions' static flood the equalization of hydrosb walls. 3.0 DESCRIPTION 3.1 General: Flood Solutions' static fioi Permanently open flood vent automatically allow flood wate areas. The vents are con, available in four models. designations and sizes. See F flood vents. 3.2 Engineered Opening: The Flood Solutions static fit design principle noted in Seci for a rate of rise and fall of 5 fe order to comply with the engin of ASCEJSEI 24, the static floo accordance with Section 4.0 of Intemational Residenfial s are used to provide for flood forces on exterior I vents are engineered, with no moving parts that to enter and exit enclosed vcted of aluminum and toe Table 1 for model ufe 1 for illustrations of the la vents Comply with the 1 26.2-2 of ASCE/SEI 24 per hour (0.423 mmis). In ared opening requirement vents must be installed in is report. 3.3 Ventilation: Flood Solutions' static flood vents may be used to supply natural ventilation for under -floor ventilation. See Table 1 for net free area for under -floor ventilation provided by each of Flood Solutions' static flood vents. 4.0 DESIGN AND INSTALLATION The Flood Solutions static flood vents are designed to be installed into walls or 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. In order to comply with the engineered opening design principle noted in Section 2.62 2 of ASCE(SEI 24, the vents must be installed as follows: • With a minimum of two opening on different sides of each enclosed area. • With a minimum of one vent for the square footage of enclosed area noted in Table 1. • Below the base flood elevation. • With the bottom of the vent located a maximum of 12 inches (305 mm) above grade. 6.0 CONDITIONS OF USE The static flood vents described in this report comply with, or are a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report subject to the following conditions: 5.1 The static flood vents 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 static flood vents 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 6.1 Manufacturer's descriptive literature and installation Instructions, 6.2 Detail drawings. 6.3 Engineering calculations in accordance with ASCEISEI 24. 6.4 Quality documentation in accordance with the ICC-ES Acceptance Criteria for Quality Documentation (AC10), dated June 2014. !CC-FSEwlwllonRepogsorenol robe annsha ae rePreyenlnega hell= oson eamforimarr.ora"Yoihrbfbusnospcfio(/yad&,ed,rerey bmdosmmfofthesbjm1,f1hempnor re 77rcre isna,vor�mrybylCCGvahanon Senlc / ft roarryfM.hgorolhermolrerinlhtcnpon,or toaVpmdanrnverrCbyde rep,2 S - �P> or tnP/r'ed a< t Copyright 02018 [CC Ev U"On SOMM, LL C. A8 nghls reserVeo. rG"O''T ^`- Page 1 of 3 7.0 IDENTIFICATION The Flood Solutions report must be is flood vents recognized in this d by a label bearing the Page 2 of 3 manufacturer's name (Flood Solutions), the model number. and the evaluation report number (ESR3760). TABLE 1—FLOOD SOLUTIONS STATIC FLOOD VENTS MODEL VENTSiZEJEENING OMdth x Heig ENCLOSED (in)eight) AREA COVERAGE FS-1608 18'/2 x 10% (fe) FS•1616 18%x 18'/297FS-1412 6 x 14/212 19117 FS-1608•Hex 18'/2 x 10'/2 129 For SI: 1 Inch = 25.4 mm; 1 ft = 3 .8 mm 110 'Available for use asunder-flnery nm�s,... 12 FS-1608 FS-1608-HEX 1—FLOOD SOLUTIONS STATIC FLOOD VENTS NET FREE AREA' (In) IMES www.i--- cc—_—es-oro 1 (80a DIVISION: 08 00 Section: 08 95 4; REPORT HOLDER: FLOOD SOLUTIONS, LLC ONE INDUSTRIAL PARK I BUILDING 27 PELHAM, NEW "AMPSHIF (800) 3264775 EVALUATION STATIC FLOO 1.0 REPORT Purpose: The purpose Applicable cc ■ 2017 Florida ■ 2017 Flodda 2.0 CONCUIsu this evalm i report ES )editions: The Flood Soludons good vi With the Florida I uilding Co are in accordance with the 2( Use of the Flood Solution provisions of the Florida Bullt For products failing under F quality assurance entity appi responsibility of an approved the Commission). This supplement expires concur rl Report ESR-3760 FBC Supplement Reissued March 2018 This report is subject to renewal March 2o20. 423-6587 1 (562) 689-0643 A Subsidiary of the /ntemational Code Council Flood Vents 03076 SCOPE ort supplement is to indicate that Flood Solutions' flood vents, recognized in ICC-ES have also been evaluated for compliance with the codes noted below. its, described in Sections 20 through 7.0 of the master evaluation report ESR-376D comply 9—Building and the Flodda ®ugding Code —Residential, provided the design and installation 15 intemallonal Building Code provisions noted in the master report flood vents has also bean found to be in compliance with the Hfgh-velocity Hurricane Zone V Code —Building and the Flodda Building Coda —Residential. x1da Rule GN-3, verification that the report holder's quality assurance program is audited by a wed by the Florida Building Commission for the type of inspections being conducted is the alidation entity (or the code official when the report holder does not possess an approval by the master report, reissued March 2018. -- ••-••w ^=+ J=�-•line repano arecommanlonenfarits ux. 71.rr Bfw fo onYllndf orolhermauerfn fhis rePe/{ar roafrypmdre/rovere 67A, fepm Copyfight 02010 [CC Ewimi nService, C. AR rights fawn d. remryrobrw1i'4. a /a erprev orfagdieq ar �{j�^T/ Page 3 of 3