HomeMy WebLinkAboutWIND LOAD COMPLIANCE CERTIFICATION'01. F_UWt•GiJUNUY
01HOAR7MENT 'Cif'. C014 MUN T I DEVELOPMENT
• ` ,` 2300 1ARG.INIA AVENUE;, ROOM 201.
FT_ PIERCE, FL. - 34882-5852
407•-462-1553 � -
�. DESIGN 'CERTIPICATIQN FOR WIND LOAD COMP' LIM, f
`rws CerfifiCatlort is to be completed by;tb '.pMe-t design archRG &i or,.engineer.' This .Certtficatioit must -be. submitted wrtlt alI .,. '-
opplicafions�for b9 ilding perinit,tnvolv!ng the construction of new' sldende (single ormulti=fatuity), rest ienl al additiori..any aecxs sory,'.
structuls requrririg a bUildirtig permit, and any nonresidential §fruUuir`e. This Gertifcation•shall fiat apply io in nor tenova066t (provided ,'
that no structural ; aM. -. xoldmri's or other sim' br 2ximponent is being effected) -and certain other rriinor-building ,permits. For:furttier
assisiariCe, please cantacf; the .Suildirig l.nspectlon -Office at 4621553 or:462-21-72.
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PR NUF03m
PERMIT NUMBER
QGCP: TYPE
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CERTIFY-: ,THAT-, ,: TO -THE BEST OF MY KNOWLEDGE- AND BELIEF, THESE PLANS• AND SPECIFICATIONS
HAVE BEEN DESIGNED -TO COMPLY WITH THE APPLICABLE STRUCTURALPORTION OF THE BUILDING CODES
CURRENTLY' ,ADOP` ba -AND ENFORCED ','BY -ST. -LUCIE COUNTY.- I ALSO CERTIFY THAT '-STRUCTURAL
ELEMENTS DEPiGTED '.OH4THESE PLANS PROVIDE ADEQUATE RESISTANCE TO' THE 1MND' E.C?ADS AND
FORCES_' PECIFLED BY'CURRENT CODE PROVISIONS. R ,
DESIGN PARAMETERS' AND 'ASSUMPTIONS USED; ' easa deck or lets the a Tp ate .box)
7. Sl11LDlNt3CQQE'EDITiON 115ED CeEPR ASCE 7-M OTItER (SPECIFlr)
2. SUILDIh1G :DESIGN IS (at�cx.phiEj ENCLOSSEp 4, P/�tTW-LY' ENCLOSED _' OPEN (BUILDING ! _
3• gU1I DING HE1GliT G ZGW1 .SPF.UEIN SMPH�C7.! 9G
5: WIND EXPOSURE 'CLASSIFICATION, (>_�R 1P rFXPOSURE TAGELES LN KNIX►aG COM.IQFSf MED :1N uNE''i1):
i� w
6. AVERAGE.WiND,VELOCiTI' PRESSURE ON EXTt IOF:-FACES OF STRUCTURE.' PSF
7_ PEAK WIND'VELOCfiY pR1�SSllRE ON EXrS:?J R;FACFS-QF PSF
IMr ORTANCENSE FACTOR (O�TN
,
LOADS: FLOOR PSF : ROOF/OEAO; PSI; + I a00F/IdVE ` j !� PSF
ia.. WERE SHEAR`WALLS 'CONSIDERED FOR STRU(jjU- FZt (ct�c q�., ` ..YES -,NQ,: ' fi l�O, witty? (attach
11. IS,A CONTINUOUS LOAD PATH PROVIDED (cHEcx of yE$ ' _ NO If NO, whyr7 (attach
azplanation)
;A•.. •? -
12: ARE CQMPONE..NT AND CLADD, 4i3 C}Ei AILS -PROVIDED (Ci C-C G ow) ,' YES ' ' „ NO _}f Nt7, wFiy'1 (at*act,
explanation)
13. MINIMUM SOIL BEARING PRESSURE' PSF
AS WITNESSED BY MY 'SEAL, 1 HERESY .CERTIFY .THAT THE .,'INFORMATION Tk-"T'F-pS
CERTIFICATION IS TRUE AND` GQRRECT, - TQ-THE BEST OF MY KNO;dkED'GE AND BE IEF: t
NAME: CERTIFICATION. N0.,— —
' :.� •? . ISEAL HERE]'rr
DESIGN FIRM! _ DAT>=
'1..
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