HomeMy WebLinkAboutDESIGN CERTIFICATION - WIND LOAD COMPLIANCESt. Lucie County FILE COPY.,;,:
Building and Zoning Department
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 (smglq or multi- family), residential addition, any
accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply tointerior
renovations (provided that no structural walls, columns or other similar component is being effected) and certain otherminor building.
permits. For further assistance, please contact the Building Inspection Office at 462-1553 or 462-2172.
Project Name
1'Q or a 'a N
--Office Use Only ,
Street Address
CAK
Permit Number
Al &,Vft2Occupancy
T
Construction T
_y
Certification Statement:
I certify that, to the best of my knowledge and'belief, tlie'se plans and specifications have been designed to
comply with the applicable structural portion ofthe Building Codes currently adopted and enforced by St. Lucie
County. I also certify that structuual.elements depicted on these plans provide adequate resistance to the wind
loads and forces specified by current code provisions.
1
Design Parameters and Assumptions Used: a check or complete the nate box.)
1. Florida Building Code 2004 Edition ASCE 7-98
2. Building Design is (check one) Enclosed Partially Enclosed Open Building
3. Building Height: 2 -7 1_ 4. Wind Speed Used in Building Design: r ys ' 3 second gust
-5. Wind Exposure Classification (refer to exposure tables in Building Code identified in Line #1): C
6. Average Wind Velocity Pressure on Exterior Faces of Structure V6 -.$6 PSF
7. Peak Wind Velocity Pressure on Exterior Faces of Structure S 3. « PSF
&.Importance/Use Factor (obtain from Building code): /1 O
9.Loads: Floor 'SS PSF Roofidead 95 -PSF Roof/live PSF
10. Were Shear Walls Considered for Structure (check one): Y NV o (if No, attach erplanation)
11. Is a Continuous Load Path Provided (check one): Yes No (if No, attach explanation)
12. Are Component and Cladding DetailProvided (check one): Yes ZNo _(if No, attach explanation)
13. Minimum Soil Bearing Pressure: 2000 PSF
As witnessed by my seal, I hereby certify that the information included A this certificatiou is true and
correct, to the best of my knowledge and belief. {�
Name: �z /]% M _ 1'A'E RMAAI. I" Certification #: ��G S qO [Seal Here]
Design Firm:, A aoD Date:
C / a SLCCDV Form 0 020-00 rev.1015;05 ding