HomeMy WebLinkAboutCertification For Wind Load Compliance...
U6,
St. Lucie County
Building and .Zoning Deparhnent
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-1553
• Design Certification for Wind Load Compliance
This Certification is to be completed by the project design architect or engineer. This Certification must be submitted With all
applications for building permits involving the construction of new residence (single or multi- family), residential addition, any
accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior
renovations (provided that no structural walls, columns or other similar component is being effected) and certain other minor building
permits. For further assistance, please contact the Building Inspection Office at 462-1553 or 462 2172.
Certification Statement:
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.
Design Parameters and Assumptions Used lease check or co peete �,apri toFdding
1. Florida Building Code 2004 Edition SC98
2. Building Design is (check one) Ene osedia.ed,, 3 Open Bu
3. Building Height'
- .Wind Speed Used in Building Design: o M second gust
5. Wind Exposure Classiflcati re[er'to c!xpo�i�re a les in Building Code identified in Line #1):
ti. Average Wind Velocity Pressure on, Exterior Faces of Structure PSF
7. Peak Wind Velocity Pressure on Exterior Faces of Structure PSF
f S. Importance/Use Factor (obtain from Building Code): 1.0
9. Loads: Floor _ —pSF Roof/dead _PSF RooMive �Q_PSF
10. Were Shear Walls Considered for Structure (check one): Yes No
,// .� (if No, attach explanation)
11: Is a Continuous Load Path Provided (check one): Yes A No (if No, attach explanation)
12. Are Component and Cladding Detail Provided es Y ` check one /
( )• (/ No (if No, attach explanation)
13. Minimum Soil Bearing Pressure: _PSF
As witnessed by my seal, I hereby certify that the information included with this certification is true and
correct, to the best of my knowledge and belief.
Name: % (� Certification #: A2
��_, [SealHere] l
Design Firm: �L�_ Date•06 , t-�0 07
SLCCDV Form # 020-00 rev.1015105 dmg