HomeMy WebLinkAboutDesign Certification For Wind Load ComplianceSt. Lucie County
Building and Zoning Department
2300 Virginia Avenue
�� • Fort Pierce, FL 349NESE PLANS AND ALL PROPOSED WORK
F�OR��P 561-462-1553 ARE SUBJECT TO NS
REQUIRED BY FIELD N INSPECTORS OTHAT
MAY BE NECESSARY IN ORDER TO
Design Certification for Wind Loa�'PI.Ua�1��CABLE CODES.
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 the Building Inspection Office at 462-1553 or 462-2172.
Project Name
Office Use Only
Street Address
N'S
Permit Number
Occupancy Type
p/Z'Z' 1G
Construction Type
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.
Desi n Parameters and Assumptions Used: (Please check or complete theopiKopriate box.)
1. Flarida Building Code 20"lEdition Zeciclap S ASCE 7.98 G
2. Building Design is (chec<c one) Enclosed Partially Enclosed '1
3. Building Height: 1r� �' 4. Wind Speed Used in Building Design: 03 second gust
5. Wind Exposure Classification (refer to exposure tables in Building Ode identified in Line #1): G�
514 S& • 3 PSF
6. Average Wind Velocity Pressure on Exterior Faces of firt�e-'e
7. Peak Wind Velocity Pressure on Exterior Faces of t<Wwe 456-b PSF
8, Importance/Use Factor (obtain from Building Cof e): • O
9. Loads: Floor PSF Roof/dead PSF Roof/live / ` PSF S` 1
10. Were Shear Walls *Considered for Structure (check one): Yes No ✓(if No, attx�hexpian. ion)
11. Is a Continuous Load Path Provided (check one): Yes No i o, attach explanation)
if No at ex la ation)
12. Are. Component and Cladding Detail Provided (check one): Yes N ( P
13. Minimum Soil Bearing Pressure: -PSF
As witnessed by my seal, I hereby certify that the information included with this cer .ifiratial
\.:
correct, to the best of my knowledge and belief.
Name: �-`T Certification #:
Design Firm: V!' Date:. �' L
SLCFILE COPY
,fir
I
J -Form # 020-00