HomeMy WebLinkAboutDesign Certification for Wind Load ComplianceFILE (;:Uljy
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ISt. Lucie County UU
h Building and Zoning Department JUL 1 �DO�
2300 Virginia Avenue PUBLIC WORKS
S. LUCIE COUNTY, FL
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
• 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 t fe Building Inspection Office at 462-1553 or 462-2172.
Pro' ect Name
5% !'►'1 N" 6, J S'
Office Use Only
Street Address
/O 00
Permit Number
Z.67— % . 9
Occupancy e
Yc.
Construction lype
Certification Statement:
I 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. 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 check or complete the appropriate box.)
1. Florida Building Code 2004 Editionl_ASCE 7-98
2. Building Design is (check one) Enclo led 1/' Partially Enclosed Open Building
i 1
3. Building Height: IS 4. Wind Speed Used in Building Design: I O 3 second gust
5. Wind Exposure Classification (refer to exposure tables in Building Code identified in Line #1): (1
6. Average Wind Velocity Pressure onlExterior Faces of Structure 36. 2- S�' PSF
I
7. Peak Wind Velocity Pressure on Ex erior Faces of Structure q . PSF
8. Importance/Use Factor (obtain from Building Code): . 0
9.Loads: Fioor__� D_PSF Rooffdead Z� PSF Roof/live 30 PSF
10. Were Shear Walls Considered for IlStructure (check one): Yes V*" No (if No, attach explanation)
11. Is a Continuous Load Path Provided (check one): Yes _L.-' No (if No, attach explanation)
12. Are Component and Cladding Det l it Provided (check one): Yes I% No (if No, attach explanation)
13. Minimum Soil Bearing Pressure: Z o o PSF
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As witnessed by my seal, I hereby certify that the information included with this certification is trdHere]''
and
correct, to the best of my knowledge and belief.
i Name: ,Je�j��t,L Certification #: �O� it� [Seal Design Firm: C,/1�jt�u. >✓�/GLd��.ir�,-Date• a Z-+oozSLCCDV Form # 020-00 ev. 1b