HomeMy WebLinkAboutDESIGN CERTIFICATION FOR WIND LOAc
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L�C�C�G
St. Lucie County
Building and Zoning Department
2300 Virginia Avenue
Fort Pierce, FL 34982
561-462-1553
Design Certification for Wind Load Compliance
'his Certific ion is to be completed by the project design architect or engineer. This Certification must be submitted with all
Lpplicafons r building permits involving the construction of new residence (single or multi- family), residential addition, any
accessory sir cture requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior
enovations (, rovided that no structural walls, columns or other similar component is being effected) and certain other minor building
�)ermitsi For urther assistance, please contact the Building Inspection Office at 462-1553 or 462-2172.
'. ?ro'ect Nam MhNm p `l t"QcS pb 0 Office Use Only
Street Addr s Permit Number
Occupancy Type
' Construction Type
Certifica }on Statement:
I certify Oat, to the best of my knowledge and belief, these plans and specifications have been designed to
comply w th the applicable structural portion of the Building Codes current p l ' y St. Lucie
County. I also certify than structural elements depicted on these plans provi t res st the wind
loads and forces specified by current code provisions.
Desi n P rameters and Assumptions Used: (Please check or complete the appropriate box.)
1. Florid4 Building Code 200# Edition X ASCE 7-98
2. Buil4g Design is (check one) Enclosed x Partially Enclosed Open Building
3. Build"
5. Wind
6. AverE
7. Peak
8. Imy
9. ).oa
1p. W
1.1." Is
12�. Ai
13. M
As
;it
Name:
g Height: 4. Wind Speed Used in Building Design: 140 3 second gust
,xposure Classification (refer to exposure tables in Building Code identified in Line #1):
e Wind Velocity Pressure on Exterior Faces of Structure �3� 3� 3�.2 PSF
Tind Velocity Pressure on Exterior Faces of Structure t . PSF
ance/Use Factor (obtain from Building Code): '`� to
Floor PSF Roof/dead 2 S PSF Roof/live .30 PSF
Shear Walls Considered for Structure (check one): Yes x No (if No, attach explanation)
Continuous Load Path Provided (check one): Yes X No (if No, attach explanation)
Component and Cladding Detail Provided (check one): Yes X No (if No, attach explanation)
imum Soil Bearing Pressure: 2900 PSF
essed by my seal, I hereby certify that the information included with this certification is true and
to the best of my knowledge and belief.
1+aT,V6-1 90aKWEN
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Certif
Date: