HomeMy WebLinkAboutDESIGN - WIND LOAD COMPLIANCE..n
St. Lucie County
Building and Zoning Department
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-1553
SCANNFA)
BY
St. huriP P;nnnhi
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 abuilding 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 at462-1553 or 462-2172.
Project Name LC tg oL
Street Address
Office Use Oat
Permit Number
Occupancy Type
Construction T e
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: (Please check or complete the appropriate box.)
I. Florida. Building Code 2004 Edition with 2006 revisions X
2. Building Design is (check one) Enclosed Partially Enclosed Open Building
I
3. Building Height: '8 = 4. Wind Speed Used in Building Design: O
., g g `� 3 second gust
5. Wind Exposure Classification (refer to exposure tables in Building Code identified in Line #1): G
6. Average Wind Velocity Pressure on Exterior Faces of Structure _ 54 —PSF
7. Peale Wind Velocity Pressure on Exterior Faces of Structure. .54 PSF
S. Importance/Usc Factor (obtain from Building Code): l c o
9.Loads: Floor--4-0 _PSF Roof/dead-0--pSF Roof/live t3A 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 SC No (if No, attach explanation)
12. Are Component and Cladding Detail Provided (check one): Yes No _(if No, attach explanation)
13. Minimum Soil Bearing Pressure: - tJ 15 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.
PAUL WELCH P.E.
Name: Certification#: �9945
al ere)
Design Firm: PAUL WELCH INC. ...,/
Date: JUL 28 2007
r�5 V Form # 020-00 rev. 10/5105 drag
a ` JUL 2' 8 2007. .