HomeMy WebLinkAboutDESIGN CERTIFICATE - WIND LOAD COMPLIANCESt. Lucie County
Building and Zoning Department SCANNED
2300 'Virginia Avenue — BY
Fort Pierce, FL34982 St LudeCov of
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
applieaiions ror building pemtils involving the consirumion of new rosidence (single or multi- family), residential addition, any
accessory structure requiring n building permit, and any nonresidential struclum, This Certi fiCation shall not apply 10 interior
renovations (provided that no structural walls, columns or other similar component is being effected) and certain other minor buildim_
permits. For further assistance, pleasc coulact the Building Inspcaion OlTice at 462-1553 or462-2172.
Project Name
I MoRNING'SIDf _
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Office Use Only
Sweet Address
fcrmit Number
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I Construction Tv e
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 ofthe Building Codes currently adopted and enforced by St. Lucie
Countv. 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 orcomplete the appropriate box.)
I. Florida Building Code 2004 Edition ASCE 7-a0�
2. Building Design is (check one) Enclosed V% Partially Enclosed _ Open Building Y
3. Building height: 24 t -1," 4. Wind Speed Used in Building Design: I -in 3 second gust
5. Wind Exposure ClasSi lien lion (refer to exposure tables in BUildinp, Code iden liGcd in Line 81): B
6. Average Wind Velocity Pressure on Exterior Faces of Structure 25.74 PSF
7. Peak Wind Velocity Pressure on'N;xierior Faces of Structure NSA PSF
8. Inn portancefUse Factor (ohi)dn from Building Code): 1.0
9. Loads: Floor 55 PSF Roofidead 25 PSF Root%live-,_gp_PSF
10. Were Shear Walls Considered for Structure (check one): Yes ✓ No _(if No, attach explanation)
11. Is a Continuous Load Path Provided (check onc): Yes v/ No_ (if No, attach explanation)
12. Are Component and Cladoing Detail Provided (check one): Yes --No—.
jif No attach explanation)
13. Minimum Soil Bearing Pressure: 2,500 PSF
As witnessed by my seal, I hereby certifi, that the information included with this certification is ru and
correct, to the best of my knowledgeand belief.
Name: ._ SCOTT R. BRENNAN_ CerliFicalion ll; 51311 [Se I Heel
Design firth: BRENNAN ENGINEERING, INC. pate: F 1 "008
M/M 'd 82NOH X]1N30 02:60 (N0W)800Z-81-83d