HomeMy WebLinkAboutCERTIFICATION FOR WIND LOAD COMPLIANCESt. Lucie -County
Building and Zoning Department
2300 Virginia Avenue
Fort Pierce, FL 34982
S�gNNE
St tucle Co 7ty
ZOR OQ' 561462-1553 DesignIIE Certification for Wind Load COIRE COPY
his Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all
:)plications for building permits involving the construction of new residence (single or multi- family), residential addition, any
:cessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior
.ovation (provided that no structural walls, columns or other similar component is being effected) and certain other minor building
=its. For further assistance, please contact the Building Inspection Office at 462-1553" or 462-2172.
ro'ect Name
Office Use Only'
treet Address
Permit Number
Occaancy Type
Construction Type
:ertification Statement:
omply with the applicable structural portiontof the Building Codes currently adopted and enforced by St. Lucie
:ounty. I also certify that structural elements depicted on these plans provide, adequate resistance to the wind
)ads and forces specified by current code p?ovisions.
lesi2n Parameters and Assumptions Used: (Please check or complete the appropriate box.)
. Florida Building Code .2004 Edition. _ x ASCE 7-98
. Building Design is (check one) Enclosed x Partially Enclosed Open Building
. Building Height: <30 ft 4. Wind Speed Used in Building Design: 140 � 3 second gust
. Wind Exposure Classification (refer to exposure tables in Building Code identified in Line #1): B
Average Wind Velocity Pressure on Exterior Faces of Structure 33 PSF
. Peak Wind Velocity Pressure on Exterior Faces of Structure 47 PSF
Importance/Use Factor (obtain from Building Code): I
': Loads: Floor N/A PSF Roof/dead _ 7 PSF Roof/live 16 PSF
Were 'Shear Walls Considered for Structure (check one): Yes x No if No, attach explanation)
L Is a Continuous Load Path Provided (check one): Yes x No (if No, attach explanation)
.2. Are Component and Cladding Detail Provided (check one): Yes x No _(if No, attach explanation)
.3. Minimum Soil Bearing Pressure: 2500 PSF
ks witnessed by my seal, I hereby certify that theinformation included with this certification is.true and
:orrect, to the best of my knowledge and belief.
I -
,lame: SENp-CHAI TAN, P.6 , P.A. Certification #: 46765 : al Here)
a
West Palm Beach, FL 33406 MAR 18 2006
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)es[gn_Firm: -- 561-6aa 0465 Date:
- &CCD V Form N 020-00