HomeMy WebLinkAboutCERTIFICATION FOR DESIGN LOAD COMPLIANCEPlanning & Development Services Department
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COUNTY Building & Code Regulations Division
F L 0 R I D Fk ]�� i
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
Certification for De� , sign Load Compliance SCANNO
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Project Name: AcquaVista Lot 2 - Single Family F16sidence q wip N04
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Project Address: 4416 North Al A (Hutchinson Island); Fort Pierce, Florida 34949 (St. Lucie Co.)
Permit #:
Occupancy I Type: R-3 Construction Type: Type Vb —
INSTRUCTIONS FOR USE:
* This certification must be completed, signed, and
* Submit (2) copies for residential, (3) copies for co
• New Residences (single or multi -family)
• Residential Addition
• Any accessory structure requiring a bullc
• Any non-residential structure *
* Note: Form not required for interior renovations P�
certain minor building permits at the discretion of the
mled by the design professional of record.
mercial with all permit appliptfonst;vq0
ing permit
ovided that no exterior stri
JAN 2 5 2019
I ucle Cooty, Permitt(rig
irtimil PlPrnPnts are affected anc
local building official. Contact the # above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (co plete all that apply)
1. DESIGNCODE: Florida Building —CodeFi hEditionwith20 17 supplements using ASCE 7-10
2. Structure Designed as (check one): Enclose Partially Enclosed —Open
3. Risk Category: _I X 11 111 IV Exposure Category: _B —C X D
4. Design Wind Velocity .170Vult mph X ASID LRFD End Zone Width: 5.1 ft
5. Mean Roof Height 30' ft Roof Pitch: 4.5 :12 Parapet: N/A ft
1 3 0 '
6. Components & Cladding Design Pressures Used: (PSF, based on 10sqft @ Z'MRH, clearly label on all plan openings):
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Zone 1: -47.4 Zone 2: -82.4 Zone 3: -P2.4 Zone 4:-56-1 Zone 5: -69.3 Garage: -52.1
7. Design Loads: Floor: 55 PSF Roof/De'ad: 25 PSF Roof/Live: 20 Balcony: 16o PSF
Dock: N/A PSF Deck: 100 PSF Stairsi 60 PSF Fence: N/A PSF Railings: 200 PSF
8. Were Shear Walls Considered For Structure? IX Yes Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? X Yes Not Applicable - Explain Why Not:
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10. Design Soil Bearing Pressure: - 2500 PSFJ Soil Test Reports Submitted? X Yes
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DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my knowledge and 6elief, the attached plans & specifications have been designed to
comply with the applicable structural portions q I f the building codes currently adopted and enforced by St. Lucie
County. I also certify that structural elements d i �picted on these plans provide adequate resistance to the design
forces specified: I
Dayid S. Knight, P.E. 41060
Prini Name Cert # & Co. Cert Auth.
Kni i ght McGuire & Associates, Inc.
gnature, Date, and Seal 801Royal Palm Pointe Suite 401; Vero Beach, FL 32960
Co pany Name & Addres %
Revised 07/25/2014 F I L 0 P T