HomeMy WebLinkAboutCERTIFICATION FOR WIND LOAD COMPLIANCErY
St. Lucie County
Building and Zoning Department
2300 Virginia Avenue
Fort Pierce, FL 34982
561-462-1553
SCANNED
St Luce
Design Certification for Wind Load Compliance %"Uunfy
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.
Project Name dr
<:fA r /4 vo.
Office Use Only
Street Address 00 45T4vz6e
Permit Number
Occupancy Type
Construction T e
Certification Statement:
I cerhfy 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.
Desikn Parameters and Assumptions Used: (Please check or complete the appropriate box.)
1. F1'orida Building Code 2001 Edition ASCE 7-98
2. Building Design is (check one) Enclosed Partially Enclosed Open Building
3. Building Height: 4. Wind Speed Used in Building Design: yd 3 second gust
5. Wind Exposure Classification (refer to exposure tables in Building Code identified in Line #1):
6. Average Wind Velocity Pressure on Exterior Faces of Structure ��� PSF
7. Peak Wind Velocity Pressure on Exterior Faces of Structure 6 PSF
8. Importance/Use Factor (obtain from Building Code): d
9. Loads: Floor PSF Roof/dead-17 PSF Roof/live PSF
i
10. Were Shear Walls Considered for Structure (check one): Yes V' No (if No, attach explanation)
11. Is. a Continuous Load Path Provided (check one): Yes t"" No (if No, attach explanation)
—A, 12. Are Component and Cladding Detail Provided (check one): Yes; l� No (if No, attach explanation)
13. Alinimum Soil Bearing Pressure: 9600 PSF
As witness6d by my seal, I hereby certify that the information included with this certification is true and
correct, to the b st of owledge and belief.
Name: Certification #: [Seal Here]
VIEY lE. Ui}L1i1iN EN
r fessional Engineer PE-32831
Design Firm: 7205 Elyse Circle Date: 9 6
o r 1-ucie i, 349-J - SLCCDV Form # 020-00
Office: (7� 2 466-5509
Fax (772) 489-3035