HomeMy WebLinkAboutDESIGN CERTIFICATION FOR WIND LOAD COMPLIANCEN,
St. Lucie County
Building and Zoning Departmerxt
2300 Virginia Avenue
Fort Pierce, FL 34982 rILE,COPY
561-462-1553
Design Certification for Wind Load Compliance
'his Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all
pplications for building permits involving the construction of new residence (single or multi- family). residential addition, any
.ccessory 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
jermits. For further assistance, please contact the Building Inspection Office at 462-1553 or 462-2172.
'ro'ect Name
Office Use Only
street Address
Permit Number
Occupancy Type
..Construction.T e.
certification Statement:
-certify-that,s.9 tlhe be of my knowledge grid belief, these plans and specifications have been designed to
:om'ply with the applicable structural portionlof the Building Codes currently adopted and enforced by St. Lucie
"ounty. I also certify that structural elements depicted on these plans provide,.adequate resistance to the wind
oads and forces specified by current code pt`ovisions.
)esien Parameters and Assumptions Used: (Please check or complete the appropriate box.)
L. Florida Building Code .2004 Edition, _ x ASCE 7-98
L Building Design is (check one) Enclosed x Partially Enclosed Open Building
3. Building Height: <30 ft 4. Wind Speed Used in Building Design: 140 J 3 second gust
i. Wind Exposure Classification (refer to exposure tables in Building Code identified in Line #1): B
i. Average Wind Velocity Pressure on Exterior Faces of Structure 33 PSF
7. Peak Wind Velocity Pressure on Exterior Faces of Structure 47 PSF
3. Importance/Use Factor (obtain from Building Code): I
). Loads: Floor N/A PSF Roof/dead 7 PSF Roof/live 16 PSF
10. Were Shear Walls Considered for Structure (check -one): Yes x No if No, attach explanation)
11..Is a -Continuous Load Path Provided (check one): Yes x No (if No, attach explanation)
12.+.Are Component and Cladding Detail Provided (check'one): Yes x No (if No, attach explanation)
13. Minimum Soil Bearing Pressure: 2500 PSF
ks witnessed by my seal, I hereby certify that the information included with this czrtiticat 6h ls-trut and
correct, to the best of my knowledge and belief.
Name: SENca-CHAT TAN, P.F., P.A. Certification #: 46765 [S .aIere) -
345 a 06 -
West Palm Beach, FL 33406 y ,
Design Firm: 633 prigs Date:
sLCCDV Form # 020-00