HomeMy WebLinkAboutCERT DESIGN WIND LOAD COMPLIANCESt. Lucie County
`� THESE PLANS AND ALL PROPOSED WORK
Building and Zoning Departmen RESUBJEcr TO ANY CORRECTIONS
BY FIELD INSPECTOS 2300 Virginia Avenue MAY BIE RED NECESSARY IN ORDERpOTHAT
Fort Pierce, FL 34982 COMPLY WITH ALL APPLICABLE CODES.
772-462-1553
Design Certification for Wind Load Comf
This Certification is to be completed by the project design architect or engineer. This Certif
applications for building permits involving the construction of new residence (single or multi -
renovations structure requiring a building permit, and any nonresidential structure. This mumu lfi(
renovations (provided that no structural walls, columns or other similar component is being of
permits. For further assistance, please contact the Building Inspection Office at 462-1553 or 4
ILE COPY"
in must be submitted with all
ilA residential addition, any
n shall not apply to interior
d) and certain other minor building
:172.
Pro'ect Name
Street Address
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Permit Number
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Certification Statement: I ZY•LUCIA�li MV
I certify that, to the best of my knowledge and belief, these plans and Specifications have been designed to
comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie
County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind
loads and forces specified by current code provisions.
I
Design Parameters and Assumptions Used (Please check or complete the appropriate box.)
1. Florida Building Code 2004 Edition with 2006 revisions X
2. Building Design is (check one) Enclosed Partially Enclosed Qpen Building X
3. Building height: %B t ± 4. Wind Speed Used in Building Design: �_3 second gust
5. Wind Exposure Classification (refer to exposure tables in Building Code identified pn Line ttl):
6. Average Wind Velocity Pressure on Exterior Faces of Structure PSF
7. Peak Wind Velocity Pressure on Exterior Faces of Structure S5 PSF
8. Importance/Use Factor (obtain from Building Code): [ .a
9. Loads: Floor PSF Roof/dead t 1�PSF Roof/live
10. Were Shear Walls Considered for Structure (check one): Yes k No _
11. Is a Continuous Load Path Provided (check one): Yes *G No (if
12. Are Component and Cladding Detail Provided (check one): Yes 1c No _
13. Minimum Soil Bearing Pressure: PSI'i
As witnessed by my seal, I hereby certify that the information included with
correct, to the best of my knowledge and belief.
Name:PAUL WELCH P.E.
Certification #:
attach explanation)
attach explanation)
No, attach explanation)
certification is true and
9945
[Seal Here]
Design Firm: PAUL WELCH INC. Date: OCT 17 2008
SLCCpV Form 8 020-90v/5/05 dmg