HomeMy WebLinkAboutCertification Design Load CompliancePlanning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
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Certification for. Design Load Compliance
Project Name: Riverbend
Project Address: Lot 32
Permit #: 1408-0410 Occupancy Type: Construction Type:
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 Residential Code 2010 Edition with 2010 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: x B C D
4. Design Wind Velocity 170 mph ASD x LRFD End Zone Width: 6 ft
5. Mean Roof Height 17 ft Roof Pitch: 4 :12 Parapet: ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
Zone 1: -28.56 Zone 2: -49.7 Zone 3: -49.7 Zone 4: -32.8 Zone 5: -40.4 Garage: -28.3
7. Design Loads: Floor: 40 PSF Roof/Dead: 15 PSF Roof/Live: 20 Balcony: 60 PSF
Dock: PSF Deck: PSF Stairs: 60 PSF Fence: PSF Railings: 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? x 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 able structural portions of the building codes currently adopted and enforced by St. Lucie
CountY��NGa�sp�c of i' Nructural elements depicted on these plans provide adequate resistance to the design
for cQ spepf c E
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.• Hs' •ti.Di'•. Gary McDougle 56214, 9217
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