HomeMy WebLinkAboutDESIGN CERTIFICATION FOR WIND LOAD COMPLIANCESCANNED
DIf . St. We County
Ltijr"��CBu&ng and Zoning Department
2300 y1rgini$ Avenue
Fort Pierce, FL 34982 ed,.
561.462.1553 L {'�._,':pli
Design Certification for Wind Load Compliance
This Certification is to be completed by the project design erchitecr or engineer. This Certification must be submitted with all
auplications far buildittt3 permits irtvolvinermit and anction nonres dent alfriew ldence strueturt, This Certificagle or multi. te v t shalt not apply tal da nterior v
accessory structure requiring a building p Y
rinovations (provided that no structural walls, columns or other similar component is being effected) sod certain other tumor building
nnrmit%. Fnr further assistance, please contact the Building Inspection Office at 462-1553 or 462-2172.
Certirication Statement:
I certify thatt to the best of my knowledge and belief, those plans' and specifications have been designed to
comply with the applicable structural portion of the !building Lodes 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.
Desin Parameters and Ass m tions Used: (Please check or complete the, appropriate box.)
1. Florida Building Cale 2001 Edition ASCE 7.90
2. $uildiog Imsip is (check one) Enclosed _ Pzrti>ally Enclosed Open Building
N 4. Wind Speed Used in Building Design: l�0 3 second gust
3. Building Height: i�._
5. Wind Exposure Classification (refer to exposure tables in Building Code identified in Line #1). �
6, Average Wind velocity Pressure on Exterior Faces of Structure 2 P5F
7. Peak Wind Velocity Pressure on Exterior Faces of Structure 5I --NSF
$. Importane dUse Factor (obtain from Building Code): 1 • a
9. Looads. Floor ,..,�kS _.PSF Roof/dead 25 YSF' Roof/live 30 P5F
J.V. Were Sbenr Wnue Considered _. for Structure (check one): Yes X _ __ No (if No, attach explanation)
Yes %� No (if No, attach explanatinn)
11. h a Centtttntsuc load Pt3th Provided (ehertt enIF)t
12. Are ConlPaDeAt And Cladding Detail Provided (check one); Yes X No (if No, attach explanation)
13. Minimum Soil Bearing Pressure- 2500 PSF
As witnessed by !nay seal, I hereby certify that the information included with this certification is true and
correct, to the best of my knowledge and belief.
SCn-1� Naine.
R. T>tS%tt 141 A Certification f. —00115 8 ! [Seal Here]
Design Firm• SC6* R IA ke Lie. D t K hee Assa a Date; a • •
SLCCUv Form 0 �---- azaoa