HomeMy WebLinkAboutCERTIFICATE FOR DESIGN LOAD COMPLIANCEL
PlannIng & Development Services Department 9CANNEU
Building & Code Regulations Division FEW
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-15nt upia PAfffffV
Certification for.Design Load Compliance
Project Name: AcquaVista Lot 3 - Single Fa mily Residence
Project Address: 4422 North Al A (HutchinsJn Island); Fort Pierce, Florida 34949 (St. Lucie Co.)
Permit #: Oclancy Type: R-3 Construction Type: Type Vb
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INSTRUCTIONS FOR USE:
This certification must be completed, signecl
I
Submit (2) copies for residential, (3) copies fo
0 New Residences (single or multi-fanI
o, Residential Addition
Any accessory structure requiring a
Any non-residential structure.
Note: Form not required for interior renovatior
certain minor building permits at the discretion of
and sealed by the design professional of record.
r commercial with all
ily) F"kg M\
ilding permit I JAN 25 20'19
following:
I ST. Lucie County, Permitting I
s provided that no exterior structural el Te—ntsar6 affected and
the local building official. Contact the # above for question§. -
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGNCODE: Florida Building Code, Fifth Edition with 20 17 Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed —Partially Enclosed Open
3. Risk Category: _1 X 11 111 IV Exposure Category: B C X D
4. Design Wind Velocity 170 Vult mph X ASD LRFD End Zone Width: 5.1 ft
5. Mean Roof Height 30' ft Roof Pitch: 4.5 :12 Parapet: N/A ft
3 0 '
6. Components & Cladding Design Pressures Used:
I (
PSF, based on 10sqft @ J!TMRH, clearly label on all plan openings):
Zone 1: -47.4 Zone 2: -82.4 Zone 3: -§2.4 Zone 4:-56.1 Zone 5: -69.3 Garage: -52.1
7. Design Loads: Floor: 55 PSF Roof/Deal d: 25 PSF Roof/Live: 20 Balcony: 100 PSF
Dock: N/A PSF Deck: 100 PSF Stairs: §0 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 ,oil 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:
TL_1 1-4 14 1
Sig,natui e, Date, and SeA
Company Name & Address
Revised 07/25/2014
David S. Knight, P.E.
Print Nam
Knight McGuire & Associates, Inc.
41060
Cert # & Co. Cert Auth.
80 Royal Palm Pointe Suite 401; Vero Beach, FL 32960
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