HomeMy WebLinkAboutCERTIFICATION FOR WIND LOAD COMPLIANCEMar 20 06 02:08p
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St. Lucie County
Building and Zoning Department
2300 Virginia venue �� �Jvab
Fort Pierce, 34982 OILWB
772-462-153 County
Design Certification for Wi
tification is to be completed by the project design architect or
ons for building permits involving the construction of new resi,
y structure requiring a building permit; and any nonresidential
sns (provided that no structural walls, columns or other similar
For further assistance, please contact the Building Inspection i
d Load Compliance
gineer. This Certification must be submitted with all
ice (single or multi- family), residential addition, any
icture. This Certification shall not apply to interior
mponent is being effected) and certain other minor building
:ice at 462-1553 or 462 2172.
Project
NameO#fice;Use:O�nl`
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Street Address
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Per.
it Number
Oc(upancy
Type
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istruction Type
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Ration Statement:
i that, to the best of my knowledge and belief, these
with the applicable structural portion of the Buildii
_ I also certify that structural elements depicted on i
❑d forces specified by current code provisions.
Parameters and Assumptions Used: (Please the
da Building Code 2004 Edition
ring Design is (check one) Enclosed ✓ Partia
ling height: z 4. Wind Speed Used
d Exposure Classification (refer to exposure tables in
Wind Velocity Pressure on Exterior Faces of
Wind Velocity Pressure on Exterior Faces of
10. Were
ans and specifications have been designed to
Codes currently adopted and enforced by St. Lucie
;se plans provide adequate resistance to the wind
CA-LC5 —<,H�� 3.2—
or complete the appropriate box.)
SCE 7-98 ✓
Enclosed Open Building
Building Design: l Nfi4 3 second gust
ilding Code identified in Line#1):_
:ructure •4 3 PSF
:tare -PSF
IPSF Roof/live � PSF
one): Yes v No if No, attach explanation)
11. Is I Continuous Load Path Provided (check one): Yes No (if No, attach explanation)
ancelUse Factor (obtain from Building Code): _
Floor iO'D �6S�oo dead
Shear Walls Considered for Structure (check
12. A ie Component and Cladding Detail Provided (cbec
13. Minimum Soil Bearing Pressure: 2��� PSF
As witnessed by my seal, I hereby certify that the infort
correct, to the best of my knowledge and belief.
r
! / `1 XH
Name
Firm: KPER 'R-L \J [W— -
one): Yes ✓ No (if No, attach explanation)
included with this certiiicatiou_ is t u.e and
ication #:/4,U 16 . fSe` flereY'
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