HomeMy WebLinkAboutCertificate for Design Load Compliancer
iS L7 —' -1 Planning& Development Services Department
• Building & Code Regulations Division
— — 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
Certification for Design Load Compliance
Project Name: cn� /�,^,111_ IX d (,n j���1� —
Project Address: zu(u Col iT r b ,
Permit#: Occupancy Type:SFV_ Construction Type:
RECEIVED
DEC 3 0 2019
Permitting Department
St. Lucie County
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 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 mph_X ASD LRFD End Zone Width: 6 ft
S. Mean Roof Height 18 ft Roof Pitch: 6 :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 30sgft @ 15'MRH, clearly label on all plan openings):
Zone 1: +19.9, -31.7 Zone 2' +19.9, -55.1 Zone 3: +19.9, -81.5 Zone 4: +34.6, -37.5 Zone 5: +34.6, -46.3 Garage: +28.5, -34.8
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
B. 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
Revised 12/07/2019
Donald J. Nuelle P.E. #52046
Print Name Cert # & Co. Can Auth.
Nuelle Engineering QREVIEWFUlI FOR
11634 SW Rowena Strerf L�cY€r,°Fg 3349�NC E
Company Name & Address S1.
LUCIE COUNTY