HomeMy WebLinkAboutWINDLOAD FORM Planning&Development Services Department
• Building&Code Regulations Division
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2300 Virginia Avenue, Fort Pierce, FL 34982—(772)462-1553
Certification for Design Load Compliance
Project Name: FY 566
Project Address: 105 SE CELESTIA, PT. SAINT LUCIE, FL 34983
Permit#: Occupancy Type:R-3 Construction Type:5-B
INSTRUCTIONS FOR USE:
• This certification must be completed,signed,and sealed by the design professional of record.
• Submit(2)copies for residential, (3)copies for commercial with all permit applications involving the following:
o New Residences(single or multi-family)
o Residential Addition
o Any accessory structure requiring a building permit
o Any non-residential structure.
* Note: Form not required for interior renovations provided that no exterior structural elements are affected and
certain minor building permits at the discretion of the local building official.Contact the#above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida BUILDING Code Sixth Edition with 2020 Supplements using ASCE 7-10
2. Structure Designed as(check one): X Enclosed Partially Enclosed Open
3. Risk Category: I X II III IV Exposure Category: B X C D
4. Design Wind Velocity 170 mph ASD LRFD End Zone Width:4•4 ft
5. Mean Roof Height 15 ft Roof Pitch:4 :12 Parapet:N/A ft
6. Components&Cladding Design Pressures Used: (PSF,based on 10sgft @ 15'MRH,clearly label on all plan openings):
Zone 1:+28.3/-63.7 Zone 2:+28.3/-83.0 Zone 3:+28.3/-89.4 Zone 4:+37.8/-41.0 Zone 5:+37.8/-50.7 Garage: +31.9/-38.8
7. Design Loads: Floor:2500 PSF Roof/Dead:25 PSF Roof/Live:30 Balcony: N/A PSF
Dock:N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PSF
8. Were Shear Walls Considered For Structure?X Yes Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided?X Yes Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure:2500 PSF Soil Test Reports Submitted? Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie
County. I also certify that structural elements depicted on these plans provide adequate resistance to the design
forces specified:
Lillian Gonzalez
�P"`ESZq<F- Digitally signed
J Y by
^° Lillian Gonzalez Print Name Cert#&Co. Cert Auth.
A=Date:2021.01.08 79442
9'. STATE OF
12:50:27-05'00'
,,`�S' G•.
'SrONAL EN.••
Signature, Date, and Seal Goarch Engineering, Inc- 1824 Richard Ln Palm Springs, FL 33406
Company Name&Address
Revised 12/07/2018