HomeMy WebLinkAboutCertification for Design Load ComplianceProject Name:
Project
Planning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982- (772) 462-1553
Certification for Design Load Compliance
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Permit#: Occupancy Type:Svlz— Construction Type utC 11 119
INSTRUCTIONS FOR USE: -_I'
• 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 2017 Building Code Sixth Edition with 20 N/A 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 160 mptL X ASD LRFD End Zone Width: 6 ft
5. Mean Roof Height 18 ft Roof Pitch: 6 :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: +19.6, -31.2 Zone 2: +19.6, -54.3 Zone 3: +19.6, -80.2 Zone 4: +34.1. -36.9 Zone 5: +34.1, -45.6 Garage: +29.3. -34.0
7. Design Loads: Floor: 100 PSF Roof/Dead: 12 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? —Yes X Not Applicable Explain Why Not:
Aspect Ratio < 4:1
9. Is A Continuous Load Path Provided? X Yes NotApplicable Explain Why Not
10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? Yes
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
Donald J. Nuelle PE 52046
Print Name Cert # & Co. Cert Auth.
Nuelle Engineering
11634 SW Rowena Street, P.S.L., FL 34987
Company Name & Address