HomeMy WebLinkAboutCERTIFICATION FOR DESIGN LOAD COMPLIANCEPlanning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
SCANNED Certification for Design Load Compliance
Proje NamBYAcquaVista Lot 1- Single Family Residence
.ucic� 6-013My
Project Address: 4410 North Al (Hutchinson Island); Fort Pierce, Florida 34949 (St. Lucie Co.)
Permit #: Occlupancy Type: R-3 Construction Type: 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 al: lications involving the following:
o New Residences (single or multi -family) RECEIVED
o Residential Addition
o Any accessory structure requiring la building permit JAN 2, 5 Luly
o Any non-residential structure.
ST. Lucie Count Per' 'ttin
* Note: Form not required for interior renovations provided that no exterior st — and
certain minor building permits at the discretion i of the local building official. Contact the # above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida Building Code Fifth Edition with 20 17 Supplements using ASCE 7-10
2. Structure Designed as (check one): X !Enclosed Partially Enclosed Open
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3. Risk Category: _I X II III IV Exposure Category: B C X D
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4. Design Wind Velocity 170 Vult mph I X ASD LRFD End Zone Width: 5.1 ft
5. Mean Roof Height 30' ft Roof Pitch: 4.5 :12 3 0 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 13'MRH, clearly label on all plan openings):
Zone 1: -47.4 Zone 2: -82.4 Zone 3: -82.4 Zone 4: -56.1 Zone 5: -69.3 Garage: -52.1
7. Design Loads: Floor: 55 PSF Roof/Dead: 25 PSF Roof/Live: 20 Balcony: 100 PSF
Dock: N/A PSF Deck: 100 PSF Stairs: 60 PSF Fence: N/A PSF Railings: 200 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 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
forces specified:
David S. Knight, P.E. 41060
Print Name Cert # & Co. Cert Auth.
-?0)NOV 1 G 2018 Knight McGuire & Associates, Inc.
Signature, Date, and Seal
Revised 07/25/2014
80 Royal Palm Pointe Suite 401; Vero Beach, FL 32960
(Company Name & Address
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