HomeMy WebLinkAboutDesign Certification for Wind Load ComplianceSt. Lucie County
Building and Zoning DepartmerSt
2300 Virginia Avenue
Fort Pierce, FL 34982
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
:cessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior
movations (proyided that no structural walls, columns or other similar component is being effected) and certain other minor building
ermits. For further assistance, please contact the Building Inspection Office at 462-1553 or 462-2172.
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ro'ect Name
'Fill-!;7-54wR$e <oHHE'/X
A!W Office Use Only
treat Address
Sor/T!< NErS HWY
Permit Number
Lva a 4
Occupancy Type
Aw"Alerm 1AAs1S / 2
Construction Type,
'ertification Statement: -
certify that, to the best of my knowledge and belief, these plans and specifications e d
omply with the applicable structural portion of the Building Codes currently adopte a e d key �� ie
;ounty. I also certify that structural elements depicted on these plans provide adequ i to
oads and forces specified by current code provisions.
)esien Parameters and Assumptions Used: Please check or complete thpropri ate box.)
Iorida Building Code 2004 Edition ASCE 7-98
!. Building Design is (check one) Enclosed Partially Enclosed Open Building
5. Building Height- /2 4. Wind Speed Used in Building Design: /30 HPW 3 second gust
5. Wind Exposure Classification (refer to exposure tables in Building Code identified in Line #1): 16 _.
S. Average Wind Velocity Pressure on Exterior Faces of Structure._
T. Peak Wind Velocity Pressure on Exterior Faces of Structure' ___�A PSF
3. ImportancefUse Factor (obtain from Bull ding Code.): „
9. Loads: Floor /t*lk
PSF Roof/dead•�_PSF
Roof/live
N�
PSF
10. Were Shear Walls tonsidered for Structure (check one):
Yes -/
No _(if
No, attach explanation)
11. Is a Continuous Load Path Provided (check one): Yes z No (if No, attach explanation)
12. Are Component and -Cladding Detail Provided (check one): Yes JL No _(if No, attach explanation)
13. Minimum Soil Bearing Pressure: 50o PSF
As witnessed by my seal, I hereby certify that the information included with this certification is true and
correct, to the best of my knowledge and belief.
Name: At E X t��. 6Certification #: /Z _ s (Seal Here)
i✓C D $ 1l
'6esign Firm: �" Date: / _-__-.
Sl,CCDV Form X02tl-W