HomeMy WebLinkAboutDESIGN CERTIFICATION FOR WIND LOAD COMPLIANCEV
This
St. Lucie County SCANNED
Building and Zoning Department BY
2300 Virginia Avenue -t° Lucie County
Fort Pierce, FL 34982
772-462-1553
Design Certification for Wind Load Compliance
rtification is to be completed by the project design architect or engineer. This Certification must be submitted with all
ions for building permits involving the construction of new residence (single or multi- family), residential addition, any
ry structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior
ons (provided that no structural walls, columns or other similar component is being effected) and certain other minor building
For further assistance, please contact the Building Inspection Office at 462-1553 or 462-2172.
Pro•e�,t
Name
P 1. PSI, -Ma v%'4ev aw\ l
Office Use Onl
Stree
'IAddress
Permit Number
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Occupancy Type
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J�r,ser 0eaa, Fl- `311a5-7
Construction Type
Cerfification Statement:
I ce # i_fy that, to the best of my knowledge and belief, these plans and specifications designed to
com ly with the applicable structural portion of the Building Codes currently en rced by St. Lucie
Co ! ty. I also certify that structural elements depicted on these plans p deq t esistance to the wind
loa{s and forces specified by current code provisions.
Desl2n Parameters and Assumptions Used: Please k o mplete t e approp ' to box.)
1. For da Buil ng Code 2004 dition S :9�
2�l0 ZC07 SOPP�e v►��q
2. uilding Design is (check onesn) ''--Enclosed tia Enclosed Open Building
3. BI ilding Height: 5tj t+ 4. Wind Speed Used in Building Design: 168 mdi 3 second gust
5. I ind Exposure Classification (refer to exposure tables in Building Code identified in Line #1): C-
6. I verage Wind Velocity Pressure on Exterior Faces of Structure 35, 4 PSF
7. Teak Wind Velocity Pressure on Exterior Faces of Structure Z.. 2 PSF
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8. I' portance/Use Factor (obtain from Building Code): 1
9. ;loads: Floor 9 DOPSF Roof/dead 69 PSF Roof/live 2-0 , PSF
10.!Were Shear Walls Considered for Structure (check one): Yes V/ No (if No, attach explanation)
11. Is a Continuous Load Path Provided (check one): Yes V No (if No, attach explanation)
12 i Are Component and Cladding Detail Provided (check one): Ye, vNo (if No, attach explanation)
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13Minimum Soil Bearing Pressure: 2000 PSF
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Asllwitnessed by my seal, I hereby certify that the information included with this certification is true and
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Certification #: _ ✓U % Z Z LSe4FJJ k•.],r _
Date: '.
SLCCDV Form # 020'00 rev. ,10/,5/05 dmg