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HomeMy WebLinkAboutEvaluation Report U.S.DEPARTMENT OF HOMELANDS RITY a a • OMB No. 1660-0008 Federal Emergency Management Agencl Expiration Date.November 30,20181 National Flood Insigance riogram ELEVATION CERTIFICATE -- -- Important:Follow the instructions on pages — . 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. BOVEN A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Company NAIC Number. Box No. 687 NETTLES BLVD. City State ZIP Code JENSEN BEACH Florida 0 34957 A3. Property Description(Lot and Block Numbers,,Tax Parcel Number,Legal Description,etc.) LOT 687 NETTLES ISLAND PROJECT SECTION 2 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) RESIDENTIAL A5. Latitude/Longitude: Lat 27°17'10.2" Long.80°13'14.1" 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. A7. Building Diagram Number 8 . 0 AB. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 842 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 5 i c) Total net area of flood openings in A8.b 955 sq in d) Engineered flood openings? ❑x Yes ❑ No A9.For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d). Engineered flood openings? ❑Yes ❑x No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3. State UNINCORP 120285 ST.LUCIE Florida B4.Map/Panel ' B5.Suffix. B6. FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevations) Number Date . Effective/ Zone(s) (Zone AO,use Base Flood Depth) Revised Date 12111 C 0311 J 02/16/2012' 02/16/2012 AE 6.0 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 69: ❑FIS Profile ❑x FIRM ❑Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ 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 No Designation Date: N/A ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 MIL OMB No.1660-0008 ELEVATION CERTIFICAM • Expiration Date:November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from',S6ction 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. 7 City State ZIP Code Company NAIC Number- C�4 fE'd'e_J4 4 '15 -7 SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* E]Building Under Construction* 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,V1­V30,V(with BFE),AR,ARIA,ARIAE,ARIAI—A30,AR/AH,AR/AO. -Complete Items C2.a—h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized: 94 77 A04 FLD6r Vertical Datum`:-NAVD 1988 Indicate elevation daturn.used,for the elevations in items a)through h)below. [J NGVD 1929 rx-1 NAVD 1988 F-1 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) 4.1 E]-feet E] meters b) Top of the next higher floor 8.51 E] feet E] meters c) Bottom-of.the-low.est.horizontal structural member(V Zones only) N/A E] feet E]meters 4).Attached garage(top of slab) N/A ❑ feet. ❑ meters e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) 6.4 Z feet E] meters f) Lowest adjacent(finished)grade next to building(LAG) 4.05 2] feet E] meters g) Highest adjacent(finished)grade next to building(HAG) 4.1 E] feet E] meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including structural support 4.0 N feet E] meters SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION d This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certif y 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 orimprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A'provided by a licensed land surveyor? 0 Yes ❑No Check here if attachments. Certifier's Name License Number I's _0 1 0 EARLE R.STARKEY 004459 Title PROFESSIONAL LAND SURVEYOR Place -Company Name ACCURIGHT LAND SURVEYING INC. Seal Address Here 1501 DECKER AVENUE#419 CRY State ZIP Code 1-7 STU Florida 34994 Signaf7:::,, �.. ' Datoe Telephone Ext. 1 3/2017 1103/2017 772-286-7694. Copy-all-pages of this Elevation Certificate and all attachments for(1)community official,(2),insurance agent/company,and(3)building owner. Comments(including type of equipment and location, per C2(e), if applicable), C2-E A/C PLATFORM FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 Building Photographs See Instructions for Item A6. For insurance Company Use; Building Street Address Qriduding Apt,,Unit,Suite,and/or Bldg.No_)or P.O.Route and Box No. Policy Munber 687 NETTLES BLVD, City State ZIP Code OwpM UWNam JENSEN BEACH FLORIDA 34957 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least.two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front Vein'and"Rear View;and, if required, "Right Side View" and "Left side View." If submitting more photographs than will fit on this page, use the Contlnuatlon Page, following. FRONT 11/03/2017 REAR 11/03/2017 ,2- 1 . Y } s r W"M TM 41r N4, ti t w„ Z�— gg- p, -54 ,,,_„�f- .J4.°vp f p f � J#`�. c Sa � 1, t �a„t..,; 5 r� � ,. " SIDE 11/03/2017 • 0 IICC 1 ' Most WidelyAccepted C C SERVICE I -ES Report • / reportCC ESR This • - . renewal 03/2018. r DIVISION: 08 00 00—OPENINGS SECTION: 08 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 r c ICC ICC ICC C PmG t►srFv Look for the trusted marks of Conformity! iiil►� "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPQ Award in Excellence" A Subsidiary of INTERNATIONALOC N ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not C"/S specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a Im recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as AM AW.VMd NW- PS to any finding or other matter in this report, or as to any product covered by the report. Copyright 0 2016 ICC Evaluation Service, LLC.All rights reserved. • ! tEVALUATION t:�:? SERVICE Most Widely Accepted . . IMES Evaluation Report ESR-3760 Reissued March 2016 This report is subject to renewal March 2018. www.icc-es.ora 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION:08 00 00—OPENINGS for net free area for under-floor ventilation provided by Section: 08 95 43—Vents/Foundation Flood Vents each of Flood Solutions'static flood vents. REPORT HOLDER: 4.0 DESIGN AND INSTALLATION The Flood Solutions static flood vents are designed to be FLOOD SOLUTIONS,LLC installed into walls or doors of existing or new construction ONE INDUSTRIAL PARK DRIVE from the exterior side. Installation of the vents must be in BUILDING 27 accordance with the manufacturer's instructions, the PELHAM,NEW HAMPSHIRE 03076 applicable code and this report. In order to comply with the (800)325-9775 engineered opening design principle noted in Section www.floodsolutions.com 2.6.2.2 of ASCE/SEI 24, the vents must be installed as info(Mfloodsolutions.com follows: EVALUATION SUBJECT: • With a minimum of two opening on different sides of each enclosed area. STATIC FLOOD VENTS • With a minimum of one vent for the square footage of enclosed area noted in Table 1. 1.0 EVALUATION SCOPE o Below the base flood elevation. Compliance with the following codes: o With the bottom of the vent located a maximum of ■ 2015,2012 and 2009 International Building Code 12 inches(305 mm)above grade. ■ 2015,2012 and 2009 International Residential Code® 5.0 CONDITIONS OF USE Property evaluated: The static flood.vents described in this report comply with, Water flow or are a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the 2.0 USES following conditions: Flood Solutions' static flood vents are used to provide for 5.1 The static flood vents must be installed in accordance the equalization of hydrostatic flood forces on exterior with this report, the applicable code and the walls. manufacturer's installation instructions. In the event of 3.0 DESCRIPTION a.conflict, the instructions in this report govern. 5.2 The static flood vents must not be used in the place of 3.1 General: "breakaway walls" in coastal high hazard areas, but Flood Solutions' static flood vents are engineered, are permitted for use in conjunction with breakaway permanently open flood vents with no moving parts that walls in other areas. automatically allow flood waters to enter and exit enclosed 6.0 EVIDENCE SUBMITTED areas. The vents are constructed of aluminum and available in four models. See Table 1 for model 6.1 Manufacturer's descriptive literature and installation designations and sizes. See Figure 1 for illustrations of the instructions. flood vents. 6.2 Detail drawings. 3.2 Engineered Opening: 6.3 Engineering calculations in accordance with The Flood Solutions static flood vents comply with the ASCE/SEI24. design principle noted in Section 2.6.2.2 of ASCE/SEI 24 6.4 Quality documentation in accordance with the ICC-ES for a rate of rise and fall of 5 feet per hour(0.423 mm/s). In Acceptance Criteria for Quality Documentation order to comply with the engineered opening requirement (AC10),dated June 2014. of ASCE/SEI 24, the static flood vents must be installed in 7.0 IDENTIFICATION accordance with Section 4.0 of this report. 3.3 Ventilation: The Flood Solutions static flood vents recognized in this report must be identified by a label bearing the Flood Solutions' static flood vents may be used to supply manufacturer's name(Flood Solutions),the model number, natural ventilation for under-floor ventilation. See Table 1 and the evaluation report number(ESR-3760). 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 ICC Evaluation Service,LLC,express or implied,as ` to any finding or other matter in this report,or as to any product covered by the report. III% Copyright©2016 ICC Evaluation Service,LLC.All rights reserved. Page 1 of 2 • Page 2 of 2 ESR-3760 I Most widely Accepted Trusted ' TABLE 1—FLOOD SOLUTIONS STATIC FLOOD VENTS VENT SIZE ROUGH OPENING ENCLOSED NET FREE AREA' SIZE AREA COVERAGE (in2) MODEL (Width x Height) (Width x Height) (f ) (in) in 97 16x8 80.7 FS-1608 18%x 10'/2 191 158.2 18'/2x18'/2 16x16 106.7 ' FS-1616 14'/2 x 12 129 FS-1412 17 x 142 110 91.4 FS-1608-Hex 18'12x10'/- 16x8 For Si: 1 inch=25.4 mm;1 ft=304.8 mm 'Available for use as under-floor ventilation. lit, }�r,� P {. il*�t av } d 1 °� � 33 $Ib�if}jfi#'r i�ar �41N iS 3. f y% i 1�3y., t�!' FSY1608 FS-1412 ------- F { ��,,'kl, 3 =sat 73`'�`� £ r r. t, r�-�� FS-1608-HEX FS-1616 FIGURE 1--FLOOD SOLUTIONS STATIC FLOOD VENTS i 1 t1COEVALUATION SERVICE Most Widely Accepted and Trusted IMES Evaluation Report ESR-3760 FBC Supplement Reissued March 2016 This report is subject to renewal March 2018. www.icc-es.orcl 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: FLOOD SOLUTIONS,LLC ONE INDUSTRIAL PARK DRIVE BUILDING 27 PELHAM,NEW HAMPSHIRE 03076 (800)325-9775 wwwlloodso I utions.com info(&-floodsolutions.com 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 master evaluation report ESR-3760, have also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2014 Florida Building Code—Building(FBC) ■ 2010 Florida Building Code—Building(FBC) ■ 2014 Florida Building Code—Residential(FRC) ■ 2010 Florida Building Code—Residential(FRC) 2.0 CONCLUSIONS The Flood Solutions flood vents, described in Sections 2.0 through 7.0 of the master evaluation report ESR-3760, comply with the FBC and the FRC, provided the design and installation are in accordance with the International Building Code (IBC)provisions noted in the master report. Use of the Flood Solutions' 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 2010 FBC Section 2326.1 or 2010 FRC 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 March 2016. 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 ofthe subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as C. to any finding or other matter in this report,or as to any product covered by the report. °ao,vca"n� Copyright O 2016)CC Evaluation Service,LLC.All rights reserved. Page 1 of 1