HomeMy WebLinkAboutDesigned Certification For Wind Load CompliancePlanning & Development Services Department
Building & Code Regulations Division
2300 V.irginin Avenue
Fort Pierce, FL 34982
772-462-1553
Design Certification for Wind Lodi Compliance
This Certification must be completed by the project design architect or engineer. This Certification must be
•submitted in duplicate 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 exterior
structural walls, columns or other components are being affected) and certain other minor building permits. For
fiuther assistance, please contact the Building Lispection Office at (772)462-1553
Project Name
+Q£f ce Use,Only_
Street Address
Permit Number
Occupancy Type.
Construction T e
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 P,iranueters and Assunuttions Used: (Please.check or comhlete.tile appropriate box.)
I Florida Building Code 20 Edition with 20 Supplements and ASCE 7_
2. Building Design is: Enclosed: --: _ Partially Enclosed: Open Building:
3. Mean Roof Height: � Roof Pitch: � Internal Pressure Coefficient 0—16
4. Width of End Zone: � Wind Speed: % ty)P( (3 sec, gust) ()LTJ f11 f `-
5. Building Classification Table 1-1. ASCE 7__FBC Table 1604.5
6. Wind Exposure Classification:V Adjustment Factor for Exposure & Height: `,'� _
7. Components & Cladding Wind Pressure on Roof Zone 1 / 2 `r 3 5 C2 PSF 2
8. Components & Cladding Wind Pressure oft Wall Zone 4_5 S— 0 PSF bL V1
9. Components & Cladding wind Pressure on Overhead Garage Door �—r -PSF
10, Loads: Floor�,�S PSF Roof/dead PSF Roof/live PSF
11. Shear Walls Considered for Structure? Yes i No (if No, attach explanation)
12. Continuous Load Path provided? Yes V No (iffNN , attach explanation)
13. Are Component and Cladding Details Provided? Yes // No _ (if No, attach explanation)
ZS Oo
14. INJinimum Soil Bearing Pressure: Presumptive: By Test: PSF r
As witnessed by n►y seal, I hereby certify that'the information included mith this certification is true and
correct-, to the best of my knowledge and belief.
Name ��/���l�l�iZ6 Cert #•�—Kc ('ib �L6 v
Design Firm: gAze gjz �Date: l 6 ✓�
SLCCDV Form # 020-00 SEAL
Revised 2/27/09 (CL)
Revised 6/11/2010 (IS)