HomeMy WebLinkAboutDESIGN CERTIFICATION FOR WIND LOAD COMPLIANCESt. Lucie County
SCANNED
BY
St. Lucie County
Building and Zoning Department
2300 Virginia Avenue FILE
Fort Pierce, FL 34982
C 0
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.
Project Name
MORNINGSIDE
Office Use Only
Street Ad ress
i
Permit Number
�VJU61 i
Occupancy pe
LOT BX
Construction Type
Certification Statement:
1 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. 1 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 a propriate box.)
1. Florida Building Code 2004 Edition ASCE 7-98 V
2. Building Design is (check one) Enclosed No/ Partially Enclosed Open Building
3. Building Height: 24 t _41, 4. Wind Speed Used in Building Design: 130 3 second gust
5. Wind Exposure Classification (refer to exposure tables in Building Code identified in Line 111): B
6. Average Wind Velocity Pressure on Exterior Faces of Structure 25.74 PSF
7. Peak Wind Velocity Pressure on Exterior Faces of Structure NSA PSF
8. Importance/Use Factor (obtain from Building Code): 1.0
9.Loads: Floor__55__PSF Roof/dead 25 PSF Roof/live in 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 ✓ No I(if No, attach explanation)
12. Are Component and Cladding Detail Provided (check one): Yes )V/ No _(if No, attach explanation)
13. Minimum Soil Bearing Pressure: 2,500 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: SCOTT R. BRENNAN
Design Firm: BRENNAN ENGINEERING, INC
Certification 4: 51311
[Seal Here]
Date: 9- a-3 "0 /
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SLCCDV Form H 020-00 rev. IVPJ5 g