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HomeMy WebLinkAboutCERTIFICATION ON ENGINEERED OPENINGS:i Certification of Engineered Flood Openings rOUMIAT1011 L Dart W-S In accordance with NFIP, FENW Technical Bulletin 9-08 and ASCEISEI 24-05 Certification Statement I hereby certify that the flood vents manufactured by USA Foundation Flood Air Vents (Mode) No's FO-316, FA 316. FOAL, FAAL, RFPC and RFSS) are designed in accordance with the requirements of the 2011 NFIP "Flood Insurance Manual" to provide automatic equaC¢ation of hydrostatic flood loads on exterior walls by allowing the automatic entry and exit of floodwaters during floods up to and including the base 100-year flood. The flood vents must be installed and a ed property asset forth by the requirements below. This certification follows the design requirements and specifications that are established in FEMA Technical Bulletin 1-08 and ASCEISEI 24-05. Design Characteristics I hereby certify that 1 have measured the flood vent models fisted below_ 1 have also calculated the maximum total enclosed area that can be served by each individual model based on the net area of the opening using the equation taken from ASCElSl7 24-05. Section 2.6.2-2 and the following design assumptions fisted below. Design Assumptions: Area of Engineered Openings perASCE 24, Section 2.622 1. The rates t rise and fall have been assumed A, _ (0.0333)[1/c]R(A.) _> Ae =Ao! (0.0333)[1/c]R] to be 5 feet per hour_ [ 2- The maximum difference beh%-een the exterior Where: and Interior floodwater levels have been A. = Total Net Area of Openings Required (in') assumed to be 1 foot during base flood condifions. 0.033 = Coefficient Corresponding to a Factor of Safety of 5.0 (nz hrht) 3- A factor of safety of 5 has been used in the c = Opening Coefficient (Non -Dimensional; see ASCE 24. Table 2 2) design. R = Worst Case Rate of Rise and Fall (ftlhr) A" = Total Enclosed Area (ftZ) Maximum Area Coverage in Square Feet per Vent for each Model Model Height Width A. Constant C (in.) (in-) (in 2) (inZ•hr/fta) R An Ft1�16 7.00 15.50 108.50 0.0330 OA00 (ftlllr) tom) FA-316 7:OD•- ,: - 15.50. 108.50 0.0330 - 5 2Z FOAL-W 7.DD. -:. 1550: 108.50 0.0330 : ,0.400 0.400 5 263 FOAL43 7.00 A5.50 _ 106550 0.0330 : OA00 5 263 FOAL-G 7 04 15 50 . 108:5Q 0.0330 D.400 5 ' 263 FAAL-W 7.00 15 5U 108.50 5 263 FA 43 7 00 0.0330 0.400 5.. 263 15.50 ;:108.50 0.0330 •� ``0.400 FAAL-G :Z00: 15.50 5 263 I08.SU 0a1330 0.400 5 263 RFPC 7.00 13.75 96.25 13.7$ 0,0330 0398 RFSS 7.00 96.25 0.0330 0.398 .5 5 232 'Note: (A") is the maldmum total enclosed area Neat can be served f ireach individual model based on the net area of thepening lA o 232 ") Limitations and Installation Requirements 7hrs certdreatron wrU be yarded rn rt's entirety if the fottowfrtg installation requirements andlimftations are not enforced_ 115A Foundation Flood AirVenfs and Cann Engineering Consultants, Inc. do not recommend or authorize any modrrcations to the Hood vents artd will not be held Gable far improper installation or modGcalion of the flood vents. FEMA/ NFIP Limitations and Installation Requiretnents: 1. A minimum of two openings having a total net area of not less than one square inch for every square foot of enclosed area subject to flooding shall be Provided. 2. The bottom of all openings shall be no higher than one foot above grade that is immediately under each opening. 3. Openings may be equipped with screens, louvers, valves or other coverings or devices provided that they permit the automatic entry and exit or floodwaters. 4, It is recommended that openings be reasonably distributed around the perimeter of the enclosed area unless there Is clear just�cafion for putting all openings on just one ortwo sides (such as in townhouses or buildings set into sloping sites). 5. Where analysis indicates fates of rise and fall greater than 5 feet per hour, the total enclosed area shall be reduced accordingly_ ! Title: SAMPLE i5= SAMPLE Type: SAMPLE SAMPLE a Number SAMPLE and Installation Address: SAMPLE Number. SAMPLE um total enclosed area that can be served for EACH individual vent 232 Square Feet Engineering Seal .4 uTtltcyd E�B�i�e�J trtrap� e u w rANY- L D ONLY STAUNL SS STEEL 4� POW'DER WTIED MODELS FO-316 & FOAL -s FA-3376 & FAA FOAL 81 FO-376 a 56 15 71T — ----� ; i Rough Opening Diagram T 16----------- 30-I 1 1 I i i iSite '8 e t. •J 'C T 2a - T Mir Block Wall installation APF1 -r BFA] of CAULK AROUND INSIOF• OFAI1. FIANGFS -XrEFW3 'IT-:= ATTACHTCRET FLOC e=-•---'� USINATT CO OCMU Fi7STERERS THRU THE ROLES PROWDED IN .>- 7HEFLANGE C�CiI•IDlA9. C11U-aL4$ 11=11=11=�I=1=I1=VI �'i:�L 11—i1.11=11 _ 11=11=11 Slock-WaIf ss-La lla_"ion c�ueLce.l Deco_ ul w17 M T0+Y0.'i _OCR lTs'1 :i�Yf\tea �G.LSii1.=t. `•,y,•. NI-k F'.RW.1: RETROFIT S AHNLESS STEEL & P-0TE)E jATd MODELS: RFPC & RFSS --� a •:a` _� Stud !hall installation W plow chow ofWKS& 4cs In15ttY.Atlasl 1!tsrrlcnc�5 t�Tc 1 li Rough Opening Diagram E 141h" iviain Street, Kings Park, NY 11754 800-US -19--n (800-872-1993) a 6.31-269-1372 ^ 1 fI S ui i I Qe 1 {