HomeMy WebLinkAbout0504-0180 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCESCANNED
�( St. Lucie
COMIU, lding and Zor.
2300 Virgh
Fort Pierce,
561-462
Design Certification for I
This Certification is to,be completed by the project design architect
applications for building permits involving the construction of new c
accessory structure requiring a building permit, and any nonresident
renovations (provided that no structural walls, columns or other simi
permits. For further assistance, please contact the Building Inspectii
�untYFI;' Fr, Depa entL a lay
0rwa z'
Avenue yi
-70 y
,,.
ind Load Compliance :
engineer. This Certification must be submitted with all
,dence (single or multi- family), residential addition, any
structure. This Certification shall not apply to interior
• component is being effected) and certain other minor building
Office at 462-1553 or 462-2172. :a
Pro'ect Name P — (ZR N� rcS Tt-il.
Office Use Only
-j— p _ Z ermit Number �S
Street Address _ ____--T___
Certification Statement:
I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to
ilds g Codes currently adopted and enforced by St. Lucie
comply with the applicable structural portion of the Bu
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 cN
1. Florida Building Code 2001 Edition aE!
�Z
2. Building Design is (check one) Enclosed Parts:
' 3. Building Height: 20F 1 4.'Wind Speed Usec
5. Wind Exposure Classification (refer to exposure tables ii
6. Average Wind Velocity Pressure on Exterior Faces c
7. Peak Wind Velocity Pressure on Exterior Faces of S
8. Importance/Use Factor (obtain from Building Code): _
9. Loads: Floor `,0 PSF Roof/dead
10. Were Shear Walls Considered for Structure (check
11 Is a Continuous Load Path Provided (check one): Y
k or complete the appropriate box.)
ASCE 7-98
Enclosed Open Building
in Building Design: 3 second gust
Building Code identified in Line #1):
' Structure 4,z.s PSF
5 , 8 PSF
S -
Roof/live -3O PSF
a): Yes 4 No if No, attach explanation)
4 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: 2*500 PSF
I
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. i_
Certification #: G" L (� //j) Seal Here]
ry ame:
E� l�T C (� E—R[ Kb Date. AFR
Design Firm: 1 �
0A�Q(l5
Form # 020-00