HomeMy WebLinkAboutDESIGN CERTIFICATION FOR WIND LOAD COMPLIANCESt. Lucie County
Building and Zoning Department SCANNEt)
2300 Virbinia Avenue . ___ _._--- By __.
Fort Pierce, FL 34982 t. Lucie Colinh
561-462-1553
:y Design Certification for Wind Load Compliance
-nis Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all
anolications for building permits involving the construction of new residence (single or multi- family), residential addition. any
__=essory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior
-enovations. (provided that no structural walls, columns or other similar component is being effected) and certain other minor building
DermitswFor further assistance, please contact the Building Inspection Office at 462-1553 or 462-2172.
"roiect Name S iI
Street Address 11 l"-- u C1 w
ST —
Office Use Onlv
Permit Number I
Oecuoancv Tvoe
g S .•
Construction Tvoe
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.)
I. Florida Building Code 2001 Edition _1/11' ASCE 7-98
2. Building Design is (cheek one) Enclosed _1__ Partially Enclosed open Building
3. Building Height: 45P'/ 4. Wind Speed Used in Building Design: II 1C)MDh.3 second gust
5. Wind Exposure Classification (refer to exposure tables in Building Code identified in Line pl):
6. Average Wind Velocity Pressure on Exterior Faces of Structure t LR 5 PSF
7. Peak Wind Velocity Pressure on Exterior Faces of Structure I.i I e} . PSF
8. Imp:irtance/Use Factor (obtain from Building Code): -
9. Lolls: Floor aaL)__PSF Roof/dead �S PSF Roofflive � PSF
1.\10. Were Shear Walls Considered for Structure (check one): Yes No _(if No, attach explanation)
11. Is a Continuous Load Path Provided (chr*k one): Yes t/ No (if No, attach explanation)
12. Are Component and Cladding Detail?rovided (check one): Yes No _(if No, attach explanation)
13. Minimum Soil Bearing Pressure: S S PSF
As witnessed by my seal, I hereby certify that the information included with this certification is trtie and
correct, to the best of my knowledge and belief. /
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\Name: A2P.c✓ EPr Certification #: 'L-��
I�rv���.itZL GL�iYC-ATD Date: % 2z o r/7(72��5;'
Design Firm: SLCCDV -Font p 020-(
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