HomeMy WebLinkAbout1108-0318-DESIGN CERTIFICATION FOR WING LOAD COMPLIANCE1
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s- Planning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue
Fort Pierce, FL 349U
772-462-1553
Design Certification for Wind Load Compliance FILE COPY
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This Certification must be completed by the project design architect or engineer. 7Ws Certification must be
submitted in duplicate wM all applications for building permits involving the construction ofnew residence
single or multi- family), residential addition, any accessary structure requift a building permit, and any
nonresidential smwtim 719s Certification shall not apply to interior renovations (provided that no exterior
structural walls, columns or other components are bung affected) and certain other minor building permits. For
further assistance; please contact the Building Inspection Office at (772)162-1553
Certification Statement:
I catW that, to the best ofmy knowledge and bclieg these plans and specifications have been designed to
comply with fire applicable structural portion of the Building Codes eua+endy adopted and enforced by St. Lucie
County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind
loads and forces specified by current code provisions.
Design Parameters and Assuinotiens Used: (Please check or complete the appropriate box.)
1 Florida Building Code 24 O 7 Edition wlth 200_ Supplements and ASCE 7 — 4 S
2. Building Design is: Enclosed: Z< Partially E used: Open Building:
3. Mean Roof Height: 34. Roof Pitch: -7 V Zlnternai Pressure Coefficient:
4. Width of End Zone: +.
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Wind Speed: 1410 (3 see. gust)
5. Building ClassiOakt:'on Table 14. ASCE 7 .- D VBC Table 16MA
6. Wind Exposane ClossWw iiow____ Adjustment Fadorbo 13M7. Components& Cladding Wind Pressure on Roof Zone NL.11PSF
8. Components & Cladding Wind Pressure on Wall Zone 4» 5 — SF 5.
9 Components Claddingwind Pon Overhead Gange.Door • ' Sit LAt.
z5 Psressi 10.
Loads: Floor, t,aI'SF RooUdeud FSF Roofliive—PSF 11.
shear Walls Considered for Structure? Yes _,&_ No _(if No, attach explanation) 12.
Continuous Load Path provided? Yes , No (rf No, attach explanation) 13.
Are Component and Cladding Details Prouged Vestt No (if No, attach explanation) 14.
Mhdmum Soil Bearing Presser a:.rumptive: By`%sb Z•Oa PSF r
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. _ IPA
Name:
t". Cerx#: 'tom ,rlic, Design
Firm: / 1e:[,q • rQ,49<91 I D / SLCMV
Form # 02U0 Revised2=
69 (CL) Revisa
QW20100S)