HomeMy WebLinkAboutCERTIFICATION FOR DESIGN LOAD COMPLIANCEt
COL)NTY v
F L 0 R i D A
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Planning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 46
Certification for Design Load Compliance
Project Name: Queen Island Preserve Lot 6
Residence
Project Address: 4440 Al (North Hutchinson Island); Fort Pierce, Florida 34949
SEP 21 2015
Permit #: Occupancy 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 applications involving the following:
o New Residences (single or multi -family) SCANNED
o Residential Addition BY
o Any accessory structure requiring a building permit
St. LUCI@ COUI1tV
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 Building 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: X 1 _II _III _ IV Exposure Category: _B _C X D
4. Design Wind Velocity 76o Vult mph X ASD _LRFD End Zone Width: 5.1 ft
S. Mean Roof Height 30' ft Roof Pitch: 4 :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
Zone 1:42.0 Zane 2: 73.0 Zone 3: 108.0 Zone 4:49•7 Zone 5:61.4 Garage: N/A ,
7. Design Loads: Floor: 55 PSF Roof/Dead: 25 PSF Roof/Live: 20 Balcony: 100 PSF
Dock:`WA 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: 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 alsd''certify that structural elements depicted on these plans provide adequate resistance to the design
r.
forces specifie&" ..
David S. Knight, P.E.
Print Name
Knight McGuire & Associates, Inc.
41060
Cert # & Co. Cert Auth.
80 Royal Palm Pointe Suite 401; Vero Beach, F666L���32960
Company Name & Address COPY