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Home My WebLink AboutFlood Elevationy0\16 f0013„E 0p3 C Np0 \ �21 N051� FNO p6 E AC ACRE CHO CHORD EDP EDGE OF PAVEMENT 1 A/C AIR CONDITIONER CONC CONCRETE EOW EDGE OF WATER ALUM ALUMINUM CBS CONC. BLOCK STRUCTURE EM ELECTRIC METER ANC ANCHOR CM CONCRETE MONUMENT ES ELECTRIC SERVICE APPROX APPROXIMATE CNR COULD NOT READ ELEV ELEVATION AVE AVENUE CPP CONCRETE POWER POLE ENCL ENCLOSURE ERG BEARING CDR CORNER X 17.00 EXISTING ELEVATION BLK BLOCK COV COVERED FT FEET BLVD BOULEVARD CMP CORRUGATED METAL PIPE F FIELD MEASUREMENT BLDG BUILDING CVG CONCRETE VALLEY GUTTER FNC FENCE BM BENCHMARK D DEED FFE FINISHED FLOOR ELEVATION CATV CABLE TELEVISION BOX D/F DRAINFIELD FH FIRE HYDRANT C CALCULATED DE DRAINAGE EASEMENT FPL FLORIDA POWER & LIGHT CB CATCH BASINS DRAINAGE FLOW FND FOUND 1�1 CENTRAL ANGLE ESMT EASEMENT GOVT GOVERNMENT CLF CHAINLINK FENCE EOC EDGE OF CONCRETE HSE HOUSE 1. PROPERTY ADDRESS: 83 NETTLES BOULEVARD 2. CERTIFIED TO: —GLEN & NANCY WIERSEMA OD 9 4 \0 f051 \ T �ellcl / 1y,54 �Z9 �fl 0 0 E 1119 IZ ^ ' � ,fir ro hlh sl o fN010 003 NN 0p9 W , I & E INGRESS & EGRESS EASEMENT N & TT NAIL & TIN TAB P PLAT INV INVERT N & W NAIL & WASHER PB PLATBOOK IB IRON BAR NM NATIONAL GEOIETIC VERTICAL DATUM PCC POINT OF COMPOUND CURVATURE IP IRON PIPE NO ID NO IDENTIFICAION PC POINT OF CURVATURE IB & C IRON BAR & CAP NTS NOT TO SCALE PI POINT OF INTERSECTION IP & C IRON PIPE & CAP HAD NORTH AMERICAN DATUM POB POINT OF BEGINNING L ARC LENGTH ORB OFFICIAL RECORD BOOK POC POINT OF COMMENCEMENT LE LANDSCAPE EASEMENT O/S OFFSET POE POINT OF ENCROACHMENT LB LICENSED BUSINESS NUMBER OH OVERHANG PRC POINT OF REVERSE CURVATURE LP LIGHT POLE OHW OVERHEAD WIRE PT POINT OF TANGENCY M & W MAG NAIL & WASHER PG PAGE PP POWER POLE MAG MAG NAIL PK PARKER-KAL04 NAIL PUE PRIVATE UTILITY EASEMENT ME MAINTENANCE EASEMENT PK & TT PARKER-KALOV NAIL & TIN TAB PLS PROFESSIONAL LAND SURVEYOR MH MANHOLE PK & W PARKER-KAL01 NAIL & WASHER III PROPERTY LINE MHWL MEAN HIGH WATER LINE PVMT PAVEMENT PROP PROPOSED NL NAIL PRM PERMANENT REFERENCE MONUMENT • 17.00 PROPOSED ELEVATION NOT VALID WITHOUT THE SIGNATJRE AND THE NOTES: LOCATION MAP LEGAL DESCRIPTION LOT 83, NETTLES ISLAND SECTION TWO, AS RECORDED IN PLAT BOOK 16, PAGE 1, 1A THROUGH 1J, PUBLIC RECORDS OF ST. I_UCIE COUNTY, FLORIDA. GRAPHIC SCALE 5 10 20 ( IN FEET ) 1 inch = 10 ft. PRO PRORATED S/D SUBDIVISION R RADIUS T TANGENT RAD RADIAL TCE TEMPORARY CONSTRUCTION EASEMENT RRS RAILROAD SPIKE TOB TOP OF BANK RNG RANGE TOE TOE OF SLOPE RLS REGISTERED LAND SURVEYOR TWP TOWNSHIP RCP REINFORCED CONCRETE PIPE TRANS TRANSFORMER R/W RIGHT OF WAY TYP TYPICAL SS SANITARY SEWER UDE UTILITY & DRAINAGE EASEMENT SECT SECTION UE UTILITY EASEMENT SET I.B. SET 5/8 IRON BAR & CAP #4049 U/G UNDERGROUND SET PK SET PK NAIL & WASHER #4049 WF WOOD FENCE S/T SEPTIC TANK WM WATER METER S/W SIDEWALK WV WATER VALVE SBT SOUTHERN BELL TELEPHONE BOX WPP WOOD POWER POLE S/F SQUARE FEET 0 DIAMETER Date of field survey.: 10127, 2019 ORIGINAL RAISED SEAL OF A FLUMIDA LICENSED 1. Survey of description as furnished by Client. SURVEYOR AND MAPPER. 2. Lands shown hereon were not abstracted for easements and/or STEPHEN J. BROWN, INC STEPHEN J. BROWN, PROFESSIONALS REGISTRATION NO. 4049, STA 0 40 rights —of —way of record. 3. All bearings are referenced to the Northerly Line of subject property, platted as North 70'30'00" East, with all others being relative thereto. 4--Elevations shown hereon are relative to North American Vertical Datum of 1988, and are based on bench mark. 5. There ore no above ground encroachments, unless otherwise shown. 6. The National Flood Insurance Program designation as indicated on the F.E.M.A. Map Panel No. 12111CO31IJ , dated 02116 2012 , locates the parcel in Zone AE , base flood elevation 6 feet; subject to any scaling and interpolation factors associated with mapping of this accuracy. This data is an interpretation by the surveyor and is provided as a courtesy. The flood zone(s) should be verified by a determination agency. 7. Underground foundations & utilities not located unless shown. REVISIONS BY lz 20 1 (cl Co z` d^ t` Q oo d 00 C Op CV2 LL_I C 2 � Ld H o l� (i W z z 0 o O C o U F LL- Q F � �y N w Q/ W L.I-. � � w U �r W a o > p �_ w ryry'�� /� 0 / F z�W x�� W o z a F O F4 CO F 00 W Cn CID DRAWN S.J.B. CHECKED S.J.B. DATE 11 01 Z2019 SCALE 1" = 10' JOB NO. 4058-95-01 SHEET ONE OF ONE SHEETS \ 9 \ \ �O \ 5.4, FHD 0 p 03 0 �3 i 1, Al Sla o \e \D d� p os �A�e1lcl ` p51� \\\ FNem \e \ / 6154 �9P1` 11 \0 e Fa0 � IZro l7r 4 0 FNO \p 0.04 HN 13' 1W° VC1 VC) pp APR NOM� SjO�(M 9 g6 oNE FFE , s; u OD i \ m PSH ^1'b _ 825 tDWp, p C �I I 0 z z 58 P 005T. '2' DO' 09 W 2 6•� W LOCATION MAP woos �)5 LEGAL DESCRIPTION LOT 83, NETTLES ISLAND SECTION TWO, AS RECORDED IN PLAT BOOK 16, PAGE 1,- 1 A - THROUGH 1J, PUBLIC RECORDS OF ST. LUCIE 4� / �� COUNTY, FLORIDA. w� i sYII lb Date of field survey. 10,E 2019 08,107.12020 / 1012312019 GRAPHIC SCALE 10 0 5 10 200 / ( IN FEET ) 1 inch = 10 Pt. AC ACRE CHO CHORD EDP EDGE OF PAVEMENT I A/C AIR CONDITIONER CONIC CONCRETE EOW EDGE OF WATER ALUM ALUMINUM CBS CONIC. BLOCK STRUCTURE EM ELECTRIC METER AND ANCHOR CM CONCRETE MONUMENT ES ELECTRIC SERVICE APPROX APPROXIMATE CNR COULD NOT READ ELEV ELEVATION AVE AVENUE CPP CONCRETE POWER POLE ENCL ENCLOSURE BRG BEARING CDR CORNER X 17.00 EXISTING ELEVATION BLK BLVD BLOCK BOULEVARD COV CMP COVERED CORRUGATED METAL PIPE FT F FEET FIELD MEASUREMENT BLDG BUILDING CVG CONCRETE VALLEY GUTTER FNC FFE FENCE FINISHED FLOOR ELEVATION BM CATV BENCHMARK CABLE TELEVISION BOX D D/F DEED DRAINFIELD FH FIRE HYDRANT C CALCULATED •DE DRAINAGE EASEMENT FPL FLORIDA POWER & LIGHT CB CATCH BASIN DRAINAGE FLOW FND FOUND Q CENTRAL ANGLE ESMT EASEMENT GOVT GOVERNMENT CLF CHAINUNK FENCE EOC EDGE OF CONCRETE HSE HOUSE 1. PROPERTY ADDRESS: 83 NETTLES BOULEVARD 2. CER TIFI ED TO: -GLEN & NANCY WIERSEMA I & E INGRESS & EGRESS EASEMENT N & TT N & W NAIL & TIN TAB NAIL & WASHER P PB PLAT PLATBOOK INV IB INVERT IRON BAR NGVD NATIONAL GEODETIC VERTICAL DATUM PCC POINT OF IP IRON PIPE NO ID NTS NO IDENTIFICATION NOT TO SCALE PC PI POINT OF POINT OF IB & C IP & C IRON BAR & CAP IRON PIPE & CAP HAD NORTH AMERICAN DATUM POB POINT OF L ARC LENGTH ORB O/S OFFICIAL RECORD BOOK OFFSET POC POE POINT OF POINT OF LE LB LANDSCAPE EASEMENT LICENSED BUSINESS NUMBER OH OVERHANG PRO POINT OF LP LIGHT POLE OHW OVERHEAD WIRE PT POINT OF M & W MAG MAG NAIL & WASHER MAG NAIL PG PK PAGE PARKER-KALON NAIL PP PUE POWER PC PRIVATE U ME MAINTENANCE EASEMENT PK & TT PK & W PARKER-KALON NAIL & TIN TAB PARKER-KALON NAIL & WASHER PLS & PROFESSIC PROPERTY MH MHWL MANHOLE MEAN HIGH WATER LINE PVMT PAVEMENT PROP PROPOSED NL NAIL PRM PERMANENT REFERENCE MONUMENT • 17.00 PROPOSED NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. STEPHEN J. BROWN, INC STEPHEN J. BROWN, PROFESSIONALS RVEYGR A M PPER — REGISTRATION NO. 4049, ST TE OF F 1DA, _. C PRO PRORATED S/D SUBDIVISION R RADIUS T TANGENT CURVATURE RAD RADIAL TOE TEMPORARY CONSTRUCTION EASEMENT RRS RAILROAD SPIKE TOB TOP OF BANK IN RNG RANGE TOE TOE OF SLOPE RLS REGISTERED LAND SURVEYOR TWP TOWNSHIP IENT RCP REINFORCED CONCRETE PIPE TRANS TRANSFORMER IENT R/W RIGHT OF WAY TYP TYPICAL 1RVATURE SS SANITARY SEWER UDE UTILITY & DRAINAGE EASEMENT SECT SECTION UE UTILITY EASEMENT SET I.B. SET 5/8 IRON BAR & CAP #4049 U/G UNDERGROUND MENT SET PK SET PK NAIL & WASHER #4049 WF WOOD FENCE SURVEYOR S/T SEPTIC TANK WM WATER METER S/W SIDEWALK WV WATER VALVE SBT SOUTHERN BELL TELEPHONE BOX WPP WOOD POWER POLE ELEVATION S/F SQUARE FEET 0 DIAMETER NOTES: 1. Survey of description as furnished by Client. 2. Lands shown hereon were not abstracted for easements and/or rights —of —way of record. 3. All bearings are referenced to the Northerly Line of subject property, pied as North 70'30'00" East, with all others being relative thereto. /4. Elevations shown hereon are relative to North American Vertical Datum of 1988, and are based on bench mark. 5. There are no above ground encroachments, unless otherwise shown. 6. The National Flood Insurance Program designation as indicated on the F.E.M.A. Map Panel No. 12111C0311K , dated 02�2020 , locates the parcel in Zone __XL, base flood elevation N 1A feet; subject to any scaling and interpolation factors associated with mapping of this accuracy. This data is an interpretation by the surveyor and is provided as a courtesy. The flood zone(s) should be verified by a determination agency. 7. Underground foundations & utilities not located unless shown. t- �' t` I Q oo d CO � I W rK W �D z H z a � Z U O � W � o Q z� CY w� Q W � W w m z H 6 W a F�Q O �Cn 1- O ry z x�� a O E 6 M W to DRAWN S.J.B. CHECKED I: S.J.B. DATE 11 01 Z2019. SCALE 1" = 10` JOB NO. lye, 4058-95-01 SHEET 'o ONE OF ONE SHEETS U.S. DEPARTMENT OF HOMELAND S__URITY — 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: GLEN & NANCY WIERSEMA A2. Building Street Address (including Apt., Unit, Suite,. and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 83 NETTLES BLVD. City State ZIP Code JENSEN BEACH Florida 34957 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) .. PARCEL 83, NETTLES ISLAND INC, A CONDO SECTION II (#4502-501-0269-000-4) A4. Building Use (e.g., Residential, Non -Residential, Addition,. Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat.27°17'12.6816"N Long. -80°13'37.9128"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) 1030.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 6 c) Total net area of flood openings in A8.b 222.00 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 B1. NFIP Communit, Name & Community Number B2. County Name B3. State ST LUCIE CTY UNINC AREAS 120285 ST. LUCIE Florida B4. Map/Panel B5. Suffix I B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Numtgs. ' _ Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) - Revised Date 12111C0311 K 02-19-2020 02-19-2020 X N/A 310. 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: 911. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: 812. 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 i 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: 83 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, ARIA, 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: 872 2312 G TIDAL Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ❑ic 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) 5.45 ❑x feet ❑ meters b) Top of the next higher floor 9.86 ❑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 9.47 ❑x feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 4.78 ❑x feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 5.04 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 5.43 ❑x feet ❑ 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 attac ents. Certifier's Name License Number STEPHEN J. BROWN, PSM L.S.4049 a. Title PROFESSIONAL SURVEYOR AND MAPPER Company Name STEPHEN J. BROWN, I at.r - ere ' -- Address 619 EA TR T City State ZIP Cod ST ART Florida 34994 ignature Date Telep ne Ext. 10-26-2020 (772) 176 opy all pages #Kthis EI vation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. ommenIs cluding ty a of equipment and location, per C2(e), if applicable) A T E -FLOOD P AUTOMATIC FLOOD VENT MODEL#FFNF05 EN OSED AREA CO RAGE 220 sq. ft. PER VENT, NET FREE AREA OPENING 37 sq. in. PER VENT TOTAL COVERAGE OF 6 VENTS AT 220 sq. ft. PER VENT EQUALS 1320 sq. ft. A8 0 TOTAL COVERAGE OF 6 VENTS AT 37 sq. in. PER VENT EQUALS 222 sq. in. THE PROPERTY LIES IN THE "X" ZONE AND THE NEAREST FLOOD ZONE TO OUR PROPERTY IS "AE" WITH A BASE FLOOD ELEV. OF 4,0', C2 6 IS THE BOTTOM OF THE A/C UNIT FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Paget 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 Buildlfig.Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 83 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 forthe 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 SectionG. 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 (12/19) Replaces all previous editions. Form Page 3 of 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: 83 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 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-G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section Cwas taken from other documentation that has been signed andsealedby 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 BEE) 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. bate 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. BEE 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 I`, 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: 83 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 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 AS. If submitting more photographs than will fit on this page, use the Continuation Page. Photo One Caption FRONT VIEW 10/23/2020 Clear Photo one Phao Two rot' Two Clear Photo Two FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page o or b � 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 USF Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 83 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. Photo Three Photo Three Caption SIDE/REARVIEW 10/23/2020 Clear Photo Three r 1111 .N afro ?" F x' R a; l I, xr �wt d Photo Four Photo Four Caption REAR/SIDE VIEW 10/23/2020 Clear Photo F„ur FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 6 of 6 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 ICC IGC -ook for the trusted marks of Conformity! '2014 Recipient of prestigious Western States Seismic Polity Council WSSPQ Award in Excellence" C E� Evaluation Reports are not to be construed as representing aesdiedes or any other attributes not ectftcolly addressed, nor are they to be construed as an endorsement of the subject of the report or a commendation for its use. There a no wwronty by ICC Evaluation Service, LLC, e*,111 or i w ied as 'y.tnding or other matter in this report, or as to any proouct covered by the report Wight 0 2018 ICC Evaluation Service, LLC. All rights reserved. A Subsidiary of 'Nww.ice_flt8 1 (800) 423-0587 1 (562 969 -0) 543 DIVISION: 08 00 00--OPENINGS Section: 08 95 43—Vents/Foundadon Flood Vents REPORT HOLDER: FLOOD SOLUTIONS, LLC ONE INDUSTRIAL PARK DRIVE 'y BUILDING 27 PELHAM, NEW HAMPSHIRE 03076 = (800)326-9775 nrruw.tloodsolutions.com f,�fof�floo ISOiuffons cam EVALUATION SUBJECT: nc; STATIC FLOOD c VENTS 1.0 EVALUATION SCOPE Compliance with the following codea:"- ■ 2018, 2015, 2012 and 2009 Intema60nef Buo7ding Code® ■ 2018, 2015, 2012 and 2009 IntemaSonal Residential Code® Property evaluated: Water flow 2-0 USES Flood Solutions' static flood vents are used to provide for the equaifzation 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 teand available in four models, See Table 1 for model flood vents. designations and sizes. See Figure 1 for illustrations of the 3.2 Engineered Opening: The Flood Solutions static flood vents comply with the design principle noted in Section 26.2.2 Of ASCEISEI 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/SE124, the static flood vents must be installed in accordance with Section 4.0 of this reporL ESR-3760 Reissued March 2018 This rapwis subject to renawat March 2020. A Subsidiary of the tnfem ijn. ar r`,.a r,_ unit® 3.3 Ventilation: Flood Solutions' static flood vents may be used to supply natural ventilation for under -floor ven"on. 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 s installed intoo walls Static flood vents are designed to be or doors of existing or new construction from the exterior side_ Installation of the vents must be in accordance with the manufacturers instructions, the applicable code and this report In order to comply width the engineer9d Opening design prnuBPle noted inSection 26.22 of ASCEISEI 24, the follows: vents must be installed as • 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 IOCathd a maximum of 12 inches (305 mm) above grade. &0 CONDITIONS OF USE The static flood vents described in this report comply with, or are a suitable altemative to what is specified in those codes listed in Section 1.0 of this report, subject to the following conditions: S'l 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 reportgovem. 5.2 The static flood vents must not be used in the place of "breakaway walls' in coastal high hazard areasbut 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. asOn6 Evo7�nrn Reports cie no! to be caum¢d m repmxntiig mufietta or ar y orfier a/bidnla nor entry c n'n/grl/rea�jeeraj/ke rrpnrr am nxemmmdaHoej6rla me Thned/m wnnmryAylCCRnuhmiMn /rarairl/my to be tonyndd /° myJmdn,ge, ,nherma/v le rG[srepon, •rnrm mry'P^�r/�•reredby nSe xporG k4 �-r�. uPm'or /milli d asIV Ila COpiniBre ®2Ore ICC Eveiim5On Service, LLC. A9 /fight reberie[I. � `-a Pegg 1 Of 3 7.0 IDENTIFICATION Pape 2 of 1 The Flood Solutions static flood vents manufacturer's name (Flood Solutions), the model report must be i recogn¢ed in this number, and the evaluation report number (ESR3760). dentified by a label bearing the TABLE 1—FLOOD SOLUTIONS STATIC FLOOD VENTS VENT SIB ROUGH OPENING MODEL (YVfdth x Heigfut) S1ZE ENCLOSED (M) (YYtdth z Heigtr0 �� COVERAGE NET FREE AREA' FS-7606 18'!z x 70'!z ) (� 00 FSd R9C i6X8 ,... For SI: 1 tort = 25A =L 1 R = 304.8 Torn 'Available for use as under -boor ventilatbr, ONAM- cr �� r - _ f y r "a FS-1412 FS-1608 FS-1616 FS-1608-HEX FIGURE 1--FLOOD SOLUTIONS STATIC FLOOD VENTS ESR-3760 FBC Supplement Reissued March 2018 This report is subject to renewal M--A 202 0. www.i— cc --es ora I (80p) A23-6587 I (662) 688-0543 A Subsidiary ofh5e /ntemationa! Cede Council® DIVISION: 08 00 00--OPENINGS Section: 08 95 43--Ver"wFoundation Floor! Vesta REPORT HOLDER: FLOOD SOLUTIONS, LLC ONE INDUSTRIAL PARK DRIVE BUILDING 27 PELHAM, NEW HAMPSHIRE 03076 (800) 325-9775 1 EVALUATION STATIC FLOOD 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement master evaluation report ESR-3760, have also been evaluated for compliance tlll modes noted 11Nnu33d In ICGES Applicable code editions: ■ 2017 Florida i3udding Code —Building ■ 2017 Florida Building Code —Residential 2.0 CONCL11SIr1mS The Flood Solutions flood vents, described in Sections 20 through 7.0 of the master evaluation report ESR-3760, comply with the Florida Building CM6l Building and the Florida Bur7ding Code —Residential, Provided the design and installation are in accordance with the 2015 l» temaffonal Building Code® provisions noted in the master reportt Use of the Flood solutIms' 1000 vents has also been round to be in Compliance With the High-Velodty HUmcane Zone Provisions of the Florida Building Code —Building and the Florida Building Code—Reslderrffal For products fairing under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a qualty 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 March 2018. asm, room oral ro--Yp been Eby a.mp n GOPYT!Pitt* z () rcC Eval�n Sennm . u.C. Allnoha resenttl_ LLC - hry bem.'hW imd m� 0 ru apnsorimpl/at-. e Page3 of DIVISION: 0S 00 00—OPENINGS SECTION: Og 95 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 ICC Ice LISTEDlook for the trusted marks of Conformity) "2014 Recipient of Prestigious Western States Seismic Policy Council 'WSSPQAward in Excellence" 'C-ES Evaluation Reports are not to be construed as representing eci�tcally addressed, itor are theyt aesthetics or airy other atnibutes not o be construed as ®t endorsement of the subject of the report or a co emendation for its use There is no warranty by !CC Evaluation or Service, LLC, express or unplierS as or'vfnding other matter in this report, or as to any product covered by the report PVright 0 2012 ICC Evaluation Service, LLC. All rights reserved. "s A Subsidiary of COMOM c � - ��,eW. ke+me`eo, www•i P4 (800) 423-6587 1 (562 699) -0543 DIVISION: 08 00 00—OPENINGS Section: 08 95 43—VenWFoundaVon Flood Vents REPORT HOLDER: FLOOD SOLUTIONS, LLC ONE INDUSTRIAL PARK DRIVE BUILDING 27 PELHAM, NEW HAMPSHIRE 03076 (800)325-9775 v�'hn�.i7oodsol uxi ons.com 1n`cldi! oo dsoiudons_com EVALUATION SUBJECT: STATIC FLOOD VENTS 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2018, 2015, 2012 and 2009 Intemarional Building Code® ■ 2018, 2015, 2012 and 2009 Intemaffonal Resfdeadal 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 vends comply with the design Principle noted in Section 26.22 of ASCEISEI 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 ASCElSEI 24, the static flood vents must be installed in accordance with Section 4.0 of this report ESR-3760 Reissued March 2018 This report is subs to renewal March 2020 A Subsidiary offhe tntemational r, m 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 verrh'tation 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 manufacturers instructions, the applicable code and this report In order to comply with the engineered opening design principle noted in Section 2 6.22 of ASCEfSEI 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. 5.0 CONDITIONS OF USE The static flood vents described in this report comply with, or are a suitable altemative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The aortic Rood vents must be installed in accordance with this report, the applicable code and the manufactirrers 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 ASCEISEI 24. 6A Quality documentation in accordance with the ICC-ES Acceptance Criteria for Quality Documentation (AC10), dated June 2014. rCC-6SEvN,meort Repomare M to be canonsdarrrP,¢fta h<na ormry0dr a/01burv=1 rvrartendorsaenlgl'NerubjmafNe mPartarorrrnampbaya„jyrie: mr. Thee imam *11fiWRYad'riemd, Harare firy ro be caasaor ^'�J'P.•ragordheraa,� /n rht, rcpvn, orosroa3'Pra�.*'r mverdby /her part a,ran,yb}'2C61xhmavn 8eav/o- rcC ogres or/mP'Rd ar COPYrigM®20181CC Evaluation Servbe, LLC. Ati,rglas,esenva_ ..• _ Page 1 of 3 7.0 IDENTIFICATION Page 2 of 3 The Flood Solutions static flood vents manufacturels name (Flood Solutons), the model naPort nlusf be identified wog bearing in this number and the evaluation report number (ESR-3760). by a label bearing the TABLE 1--FLOOD SOLUTIONS STATIC FLOOD VENTS MODEL VENT SIZE ROUGH OPENING (Wtdtltx Height) SIZE ENCLOSED I (in) (Width x Height) AREA COVERAGE NET FREE AREA, FS-1608 (in) ( i (in) 180'/2 16x8 F--- 5-�616 '/2x11811. x iAtr_ . _ 97 ,or sl; 1koh=25.4mm; 1I=304.8 mm 16x8 'Available for use as under --fir ventil §M r t FS-1412 FS-1608 FS-1616 FS-1608-NEX FIGURE 1—FLOOD SOLUTIONS STATIC FLOOD VENTS ICC-ES Evaluation Report coo -3760 FBC Supplement Reissued March 2018 This report is subject to renewal March 2020. uvuuw.ic °rQ I ( ) I (562) 699-0543 A SubsidiarylfMe Intemahonal Code Council® DIVISION: 08 00 00—OPENINGS Section: 08 95 43—VentslFoundadon Flood Vents REPORT HOLDER: FLOOD SOLUTIONS, LLC ONE INDUSTRIAL PARK DRIVE BUILDING 27 PELHAM, NEW HAMPSHIRE 03076 (800)325-9776 www.tio0dsolutions.com infor0 "0odsOlutlons corn 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 tCC ES master evaluation report ESR_376D have also been evaluated for compliance with tyre codes noted below. Applicable code editions: ■ 2017 Florida Building Code —Building ■ 2017 Florida Building Code—Residsntal 2.0 CONCLUSIONS The Flood Solutions flood vents, described in Sections 2.0 thmugh 7.0 of the master evaluation report ESR-3760 comply with the Florida Building Code —Building and the Florida Building Code—Residewal provided the design and installation are in accordance with the 2015 Intemaffonal Building Code® provisions noted in the master report Use of the Flood solutions' flood vents nas also been found to be in Compliance With the High -Velocity Hurricane Zone provisions of the Florida Bur7ding Code —Building and the Florida Bm7ding Code—Rewdenbal. For products falling under Florida Rule SN-3, verification that the report holders quaky, 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 March 2018_ h'C FSG°°tuotion l(ePorB'menorlo be mn edosmpr iwgawhrAoormryorkermpl6Nrsmr ,mg '�*ern endoeaempn ofdee.mbjea ajthe mpnx euoremommrdv/mfar itrme 77ure ism wo ��'l YnddmssreC eroreoeneey (o br mlinnmi ^'Oe8'lmlmg or sneer mvuerin Wis mpon, ormromryPeodrse+rnverrdbythe repor! nmeiy bylCCEaolemebn ge,ear; LLt; aprosar implied Corrylipht ® 2W81CC Eva LoWn Swvke• LLC. M rtghb r®ervsi Pa"3 or3 DIVISION: 08 00 00—OPENINGS SECTION: 08 95 43—VENTS/FOUNDATION FLOOD VENTS REPORT HOLDER: FLOOD FLAPS®, LLC EVALUATION SUBJECT: FLOOD FLAPS® AUTOMATIC FLOOD VENTS: MODELS FFWF12; FFNF12; FFWF08; FFNF08; FFWFOS; FFNFOS ICC ICC ICC FILE COPY 2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence" A Subsidiary of ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by /CC Evaluation Service, LLC, express or implieg as to any finding or other matter in this report, or as to any product covered by the report. Pm0Yt1 ISWK 1105 LeN11NIlOn OOEY n,000 Copyright 0 20181CC Evaluation Service, LLC. All rights reserved. ICC-ES Evaluation Report ESR-3560 www.icc-es.org i (800) 423-6587 i (562) 699-0543 DIVISION: 08 00 00—OPENINGS Section: 08 95 43—Vente/Foundation Flood Vents REPORT HOLDER: FLOOD FLAPS®, LLC EVALUATION SUBJECT: FLOOD FLAPS® AUTOMATIC FLOOD VENTS: MODELS FFWF12; FFNF112; FFWF08; FFNF08; FFWF05; FFNF05 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2018, 2015, 2012 and 2009 Intemational Building Code* (IBC) IN 2018, 2015, 2012 and 2009 International Residential Code* (IRC) Properties evaluated: ■ Physical operation ■ Water flow ■ Weathering 2.0 USES Flood Flaps* automatic flood vents are used to provide for the equalization of hydrostatic flood forces on exterior walls. Certain models also allow natural ventilation. 3.0 DESCRIPTION 3.1 General: Flood Flaps automatic flood vents are engineered mechanically operated flood vents (FVs) that automatically allow flood waters to enter and exit enclosed areas. The FVs are constructed of ABS plastic which serves as the FV's housing, and a front grill that contains an anodized metal screen imbedded in polypropylene plastic. On contact with rising flood water, the grill will disengage from its secured position, allowing flood water and debris to flow through in either direction. The FVs are available in two series as described in Section 3.3. The sealed series models contain two rubber flaps that close the FV to the passage of air when using with conditioned areas or sealed crawl spaces. In the same manner as the grill, the two rubber flaps are pushed open by water pressure, allowing water and debris to flow through the FV in either direction_ See Figure 1 for an illustration of the Flood Flaps* automatic FV. Reissued September 2018 This report is subject to renewal September 2019. A Subsidiary of the Intemational Code Council* 3.2 Engineered Opening: The Flood Flaps automatic FVs comply with the design principle noted in Sections 2.7.2.2 and 2.7.3 of ASCEISEI 24-14 (2018 and 2015 IBC and IRC) [Section 2.6.2.2 of ASCEISEI 24-05 (2012 and 2009 IBC and IRC)] for a rate of rise and fall of 5 feet per hour (0.423 mmis). In order to comply with the engineered opening requirement of ASCE/SEI 24, Flood Flaps® automatic FVs must be installed in accordance with Section 4.0. 3.3 Flood Vent Series Models: Flood Flaps* automatic FVs are available in two series with multiple models and sizes as described in Table 1. The sealed series models, designated FFWF, include two rubber flaps for the prevention of air flow. The multi- purpose series, designated FFNF, omits the rubber flaps. 3A Natural Ventilation: Flood Flaps* automatic FV models FFNF12, FFNF08, FFNF05, and FFNF02 have metal screens with 1/4 inch by '14 inch (6 mm b( 6 mm) openings and provide 37 square inches (0.02 m ) of net free opening to supply natural ventilation for under -floor ventilation. Flood Flaps automatic FV models FFWF12, FFWF08, and FFWF05 have not been evaluated for use as openings for under- floor ventilation. 4.0 DESIGN AND INSTALLATION Flood Flaps* automatic FVs are designed to be installed into walls of existing or new construction. Installation of the FVs must be in accordance with the manufacturers instructions, the applicable code and this report. Flood Flaps* automatic FVs can be installed in wood, masonry and concrete walls up to a thickness of 12 inches (305 mm). In order to comply with the engineered opening design principle noted in Sections 27.2.2 and 27.3 of ASCEISEI 24-14 (2018 and 2015 IBC and IRC) [Section 2.6.2.2 of ASCEISEI 24-05 (2012 and 2009 IBC and IRC)], the Flood Flaps* FVs must be installed as follows: is With a minimum of two openings on different sides of each enclosed area. in With a minimum of one FV for every 220 square feet (20 m2) of enclosed area. ■ Below the base flood elevation. ■ With the bottom of the FV located a maximum of 12 inches (305 mm) above grade. 5.0 CONDITIONS OF USE The Flood Flaps* automatic flood vents described in this report comply with, or are suitable alternatives to what is !CC -ES &.1wim. Reports are not to he t 1,urd ae repr amangaesohema ora.Ywheroartbmes not V.,ft.Ryaddressed, or are (hey to be construed w an endorsement afthe subject oJthe repon or a recommwdmlonforns w& There is no a rranty hyICC Evolmtion Service, LLC, erpren or Levied as to onyfindingorothermatterin this repon,or as-arryproductcovered by thereport. Copyright 0 2018 ICC Evaluation service. LLC. All rights reserved. Page 1 of 4 ICC-ES Evaluation Report ESR-3560 FBC Supplement Reissued September 2018 This report is subject to renewal September 2019. www.icc-es.org 1 (800) 423-6687 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 08 00 00—OPENINGS Section: 08 95 43—VentslFoundation Flood Vents REPORT HOLDER: FLOOD FLAPS®, LLC EVALUATION SUBJECT: FLOOD FLAPS® AUTOMATIC FLOOD VENTS: MODELS FFWF12; FFNF12; FFWF08; FFNF08; FFWF05; FFNF05 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Flood Flaps® automatic flood vents, recognized in ICG-ES master evaluation report ESR-3560, 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 Flaps flood vents, described in Sections 2.0 through 7.0 of the master evaluation report ESR-3560, comply with the Florida Building Code —Building and the Florida Building Code —Residential, provided the design and installation are in accordance with the 2015 International Building Code® provisions noted in the master report. Use of the Flood Flaps 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 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 September 2018. /CC-ESEva/mom Reportsorenot to beconstruedas epres mgaesthe,,,, or any otheranrimassnotspecifically addressed, nor are lheym beconstrued as an endorsement ofrhe subjectofthe report or recommendation for its use. There ism warranty by 1CC Evaluation Service, LLC, express or implied, as \ray! at anyfinding or other matter in this report, or as to arty product covered by the report -- Copyright ® 2018 ICC Evaluation service, LLC. All rights reserved. Page 4 of 4 CSR-3560 1 Most widely Accepted and Trusted Page 3 of 4 �YM1y�•N C 1 � �..... INN N N ••••is O•u •• \ • ': FRIVFI2 12" DEPTH FFNFOS FIGURE 2—FLOOD FLAPS® AUTOMATIC FLOOD VENT SERIES MODELS S" DEPTH FFNF05 FIGURE 3—FLOOD FLAPS® AUTOMATIC FLOOD VENTS MULTIPLE DEPTH OFFERINGS 5" DEPTH ESR-3660 I Most Widely Accepted and Trusted Page 2 of 4 specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The Flood Flaps® automatic FVs 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 Flood Flaps® automatic FVs must not be used in 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 [CC -ES Acceptance Criteria for Mechanically Operated Flood Vents (AC364), dated August 2015 (editorially revised October 2017). 7.0 IDENTIFICATION 7.1 The Flood Flaps® models recognized in this report are identified by a label bearing the manufacturer's name, the model number, and the evaluation report number (ESR-3560). 7.2 The report holder's contact information is the following: FLOOD FLAPS®, LLC POST OFFICE BOX 1003 ISLE OF PALMS, SOUTH CAROLINA 29451 (843) 881-0190 www.floodflaps.com i nfofm2floodfla ps.com TABLE 1—FLOOD FLAP AUTOMATIC FLOOD VENT MODEL SIZES MODEL NUMBER MODEL DESIGNATION ROUGH OPENING (Width X Height) (inches) VENT SIZE (W X H X D) (inches) ENCLOSED AREA COVERAGE (fe) NET FREE AREA OPENING' (in) FFWF12 Sealed Series 16 x 8 15 /. X !. X 12 220 NA FFNF12 Mu@i-Purpose 16 x 8 151. X 7 /. X 12 220 37 FFWF08 Sealed Series 16 x 8 15 /a x 731, x 8 220 NA FFNF08 Multi -Purpose 16 x 8 15 h x /. x 8 220 37 FFWF05 Sealed Series 1 16 x 8 15 & x /. x 5 220 NA FFNF05 Multi -Purpose 16 x 8 75 !e x /. x 5 220 For Si: 1 inch = 25.4 mm; 1 = 0.093 m 'For under -Floor ventilation only. FIGURE 1—FLOOD FLAPS® AUTOMATIC FLOOD VENT