HomeMy WebLinkAboutCERTIFICATION FOR DESIGN LOAD COMPLIANCEPlanning & Development Services Department RECEIVE—D
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34992 — (772) 462-1 43 AU6 3 12018
Certification for Design Load Compliance I ST.
Project Name: FLYING J #622
Project Address: 10OW KINGS HWY Fr PIERCE, FIL
Permit#: TBID ccupancy Type: Type: SIGNS
INSTRUCTIONS FOR USE:
This certification must be completed, signed, and sealed by the design professional of record.
Submit Q) copies for residential,, (3) copies for commercial with all permit applications in the following:
• New Residences (single or multi -family) vteANNED
• Residential Addition BY
• Any accessory structure requiring a building permit St. Lucie County
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 2017 FBC Code ixth Edition
Fifth edillo, with 10. Supplements using ASCE 7-10
check one).
2. Structure Designed as ( nclosed —partially Enclosed —open
3. Risk Category: _I X 11 ___jll _IV Exposure Category: — B _YC _D
4. Design Wind Velocity ____L70 mph $ASD _LRFD End Zone Width: ft
S. Mean Roof Height Roof Pitch: :12 Parapet:
6. Components & Cladding Design Pressures Used: (PSF, based on 10sqft @ 15'MRH, clearly label on all plan openings):
Zone 1:_ Zone Z: _ Zone 3: _ Zone 4:— Zone 5: Garage:
7. Design Leads: Floor: _PSF Roof/Dead: SF Roof/Live: Balcony: —PSF
Dock:—PSF Deck:_PSF Stairs:_PSF Fence: _____PSF Railings: _PSF
S. Were Shear Walls Considered For Structure? —Yes —Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? —Yes —NotApplicable ExplainWhyNot:
10. Design Soil Bearing Pressure. SoR Test Reports Submitted? Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, ty,;heibestipf my knowledge and belief, the attached plans & specifications have been designed to
1% 4 � "I I
cc ply OlidkJP4 oural portions of the building codes currently adopted and enforced by St. Lucie
st a6h,
u tK �i'pga t a elements depicted on these plans provide adequate resistance to the design
fo ss ieflie
6N Sean A McFarland, P.E. 61049
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Print Name Cert # & Co. Cert Auth.
McFarland Engineering
Qnat�i;, qi'' aftdiS - 464 N. Hiddenbrooke Dr., Advance, NC 27006
Ss 10 14 Company Name & Address
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Revised 07/25/2014 AUG 2 2 2018
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