HomeMy WebLinkAboutCertification for Design Load ComplianceFile Copy
L J r, ;: Planning & Development Services Department
s Building & Code Regulations Division
- - — 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553
Certification for Design Load Compliance
Project Name: Meadowood
Project Address: 9501 Poincianna Ct
Permit#: Occupancy Type: R-3 Construction Type: VB
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INSTRUCTIONS FOR USE:
• This certification must be completed, signed, and sealed by the design professional of record.
• Submit (2) copies for residential, (3) copies fog 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: NSA 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:
P 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
4�`R"glp."O,,the applicable structural portions of the building codes currently adopted and enforced by St. Lucie;
��NtV' J qV' F�rBfy that structural elements depicted on these plans provide adequate resistance to the design
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tS�•'• cS�e Stephen R. Walsh P.E. #33915
N 915 Print Name Cert # & Co. Cert Auth.
`� • Walsh Engineering, Inc.
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e 3200 N. Federal Highway, Suite 226 Boca Raton FI 33431
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p Company Name & Address
Revised b425/2014