HomeMy WebLinkAboutCERTIFICATE FOR DESIGN LOAD COMPLIANCEI aq
S4 L 7Jl c F; Planning & Development Services Department
Building & Code Regulations Division
h -- 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
Certification for Design Load Compliance
Project Name: Meadowood
Project Address: 9504 Poincianna Ct
Permit #:
Occupancy Type: R-3 Construction Type: VB
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 2014 Code Fifth Edition with 20 14 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 132 ASD LRFD End Zone Width: 6 ft
5.
Mean Roof Height 15'-0" ft Roof Pitch: 5 :12 Parapet: ft
6.
Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
Zone 1: -35.0 Zone 2: -61 Zone 3: -90.2 Zone 4: -41.5 Zone 5: -51.3 Garage: -35.2
7.
Design Loads:. Floor: 40 PSF Roof/Dead: 25 PSF Roof/Live: 20 Balcony: 60 PSF
Dock: NIA PSF Deck: 60 PSF Stairs: NSA PSF Fence: NSA PSF Railings: 50 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
Coun y. I certify that structural elements depicted on these plans provide adequate resistance to the design
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•,.N . Stephen R. Walsh P.E. #33915 �iQ•. '� • :��
Print Name Cert # & Co. Cert Auth.
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Y.j33915 Walsh Engineering, Inc.
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