HomeMy WebLinkAboutWIND LOAD COMPLIANCE CERTIFICATIONSt. Lucie County
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 (single or multi- family), residential addition, any
accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior
renovation's (provided that no structural walls, columns or other similar component is being effected)'. and certain other minor building
permits. FI r further assistance, please contact the Building Inspection Office at 462-1.553 or 462 2172.
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Certification Statement: =
1 certify t�at, to the best of my knowledge and belief, these plans and specifications have been designed to -
comply �ith the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie
County. T also certify that structural elements depicted :pn these plans provide adequate resistance to the wind
loads and forces specified by current code provisions.
Design rarameters and Assumptions Used: (Please :check or complete the appropriate box.)
1. Florida' Building Code 2004.Edition 5C ASCE 7-98
2. Building Design is (check one) Enclosed Partially Enclosed Open Building
3. Building Height: 22� +/- 4. Wind Speed Used in Building Design: " 3 a 3 second gust
5. Wind Exposure Classification (refer to exposure table$ in Building Code identified in Line #1):
6. Ayvei agi Wind Velocity Pressure on, Exterior Faces of Structure S PSF
M_ 7. Peak Wind Velocity Pressure on Exterior Faces of"Structure 4y PSF j
8. Importance/Use Factor (obtain from Building Code): t.0 `
9. Loads: Floor 10 O
;PSF Roof/dead PSF Roof/live Z O PSF
10. Were Shear Walls Considered for Structure (cheone): Yes X No (if No, attach explanation) di
11. Is a Continuous Load Path Provided (cheekoue):.Yes X No (if No, attach explanation)
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12. Are Col ponent and Cladding Detail Provided (� 4, eck one): Yes _y _ No if No, attach explanation)
13. Min�uin Soil Bearing Pressure: 2$F
As witness
correct, to
Name:
V
3 by. my seal, I hereby certify that the information included with this certification is true and
[ie best of my knowledge and belief.
Design Firm: - , V�. TIya
Certification #: T��`j s� ^[ea1 Here]
Date: MAR 2 9 M6
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SLCCDV ',form # 020 0 ev. 1015510 dmg