HomeMy WebLinkAboutCERTIFICATION FOR DESIGN LOAD COMPLIANCEPlanning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553
Certification for Design Load Compliance
..., . .
Project Name: SAINT LUCIE COUNTY FAIR ASSOC. SMALL ANIMAL EXIBIT ,
Project Address: SS601' W. MIDWAY RD. FORT PIERCE, Fl.
-- "+`-
Permit#: OccupancyTY*— ' '" A-3 ,. Const_ructionTyp& V
iN-5TRUCTIONS FOR USE: ` "
SCANNED
BY
St LL Cje County '
• This certification must be completed, signed, and sealed bylhe'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. multhfamily)- - - -
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 Bulldine- _Code 2010 Edition with 2012 - '---'S-
upplements using ASCE 7 10 `
2. Structure Designed as`(check one):', X Enclosed _ partially Enclosed Open 1 •
3. Risk Category; _1 II X III IV Exposure Category. B X C D
4. Design Wind, Velocity,,, ,. 165';, mph:: 128 --ASD-N/ALRFD End Zone Width: 5 ft
S. Mean Roof Height: `IS ft " Roof Pitch; _i :12 Parapet: 1 ft
6. Components & Cladding Design Pressures Used: (PSF, based on 1�kgft @ 15'MRH, clearly label on all plan openings):
16.0 16.0 16.0. ; 358,
. Zone1:= Zone2:--• Zone 3: ti, Zone4: k Zonei: '358 'Garage: " N/A t'
-35.8 -60.0 90.3 -38.8 -47.9 N/A
7. Design Loads: Floor: 40 PSF Roof/Dead: , S^ ~'pSF Roof/Live: 20 "Balcon'y: • N/A PSF
Dock: N/A PSFDeck:-N/A-PSFStalrs:- N/A.;PSFFence•-•-N/A--PSF Railings: N/A PLF/CONCENTRATED
8. Were Shear Walls Considered Foy Structure? X Yes _NotAppliwble ExplainWhy Not
9. Is A Continuous_Load Path P.r'ovide8?- X Yes_NotApph66 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 & speafications 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:
Paul Welch P.E. 2994S / 5115
'► 1 ` - a, print Name` " ' Cert # & Co. Cert Auth.
Paul Welch Inc.
6%B/zols
'Signature, Date, and Seal _1984 5.W.:Biltmore St. Suite #114 Port St. Lucie, FL
sLctiUv roan # WU-22 xewseo i/is/iz lis a Address
LE