HomeMy WebLinkAboutDESIGN CERTIFICATION FOR WIND LOAD COMPLIANCEr
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St. Lucie County
PUBLIC 'WORKS DEJ PARTM)ENT �°%o5t'2�t<`
CODE COMPLIANCE DfVISION n �
2300 Virginia Avenue �G7
Fort Pierce, FL 34982
772-462-1553
Design Certification for Wind Load Compliance
This Certification must be completed by the project design architect or engineer. This Certification ntusl be
subtilittod 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
oouresidential structure. This Certification shall not apply to interior renovations (provided that no exterior
Structural Willis, colunms or other components are being affected) and certain other minor building perulih. For
further assistance, please contact the Building Inspection Office at (772)462-2172.
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Permit Number
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Certification Statement:
I certify that, to the best of my knowledge and belief, these plans and specifications have been designui to
comply with the applicable structural portion of the Building Codes currently adopted and enforced by St, Lucie
County. 1 also certify that structural elements depicted on these plans provide adequate resistance to the wind
loads and forces specified by current code provisions.
I)eaiin Parameter and A,ssumutiou,,Ts;d• (Please check or complete the appropriate box.)
1 Florida Building Code 20 07 Edition with 20 09 Supplements and ASCE 7 4)5
2. Building Design is: Enclo t'�ed: PartiallY Enclosed: Open Building: r �
3, Menu Roof height: t Roof Pitch;. JJ ( Internal Pressure Coefficient: o. CO
4. Width of End Zone: 4 -� Wind Speed: (3 see. gust)
S. Building Classification 'ruble 1-1, ASCE 7 -OS FBC Table 1604.5 .IL
6, Wind Exposure Classification: C Adjustment Factor for Exposure & Height: r2I
7. Components & Cladding Wind Pressure on Roof Zone 1_� 11L,_?__J0'- —3_,1 �q pSN
8. Components & Cladding Wind Pressure on Wall Zone 4 4z. 4.-L-s+42,-7/-s7a i inw,
9. Components & Cladding wind Pressure on Overhead Garage Door_. 1L ^^—PSF
10. Loads: Floor-4 PSF Root%deod —9,1�--PSF Root%Bve 1y7,,PSF
11. Shear Walls Considered for Structure?. Yes �—Q No _ (if No, attach explauutiunjo
12. Continuous load Path provided? Yes No _ (if No, attach explanation)
13. Are Component and Cladding Details Provided? Yes CC No _ (ir No, attach
14. Minimum Soil Bearing Pressure: � P* Ptesumptivc: ^ By Test:
PSF
As a itnessed by my seat, I hereby certify that the information included with, this cectiricatfuu is true and
cocrect, to the best of my knowledge and belief.
Naar; PAUL WELCH P.E. Cert#: 29945
S)tsign Films: PAW- WEL04 MC Dan: AUG 1 9 2010
SAXVDV Form # U2v f)t?
ntevrsed 511811)9 (('L)
SEAL
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