HomeMy WebLinkAboutCERTIFICATION FOR DESIGN LOAD CALCULATIONS.. L elISCO IJ&PIa ning & Development Services Department
COUNTYBuilding & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
Certification for Design Load Compliance
Project Name: Family Dollar - Lennard Road
Project Address:
10331 Lennard Road, Port St. Lucie, Florida 34952
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Permit#: to be assigned Occupancy Type: M (S&B) Construction Type: IIB
• 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 mullti-family)
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.
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DESIGN PARAMETERS AND ASSUMPTIONSIUSED: (complete all that apply)
1. DESIGN CODE: Florida Building Code 2010 Edition with 2012 Supplements using ASCE 7-10
2. Structure Designed as (check one): Xl Enclosed Partially Enclosed Open
3. Risk Category: _I X II III IV Exposure Category: B X C D
4. Design Wind Velocity Vult=160 mph ASD X LRFD End Zone Width: 81-0
11
ft
5. Mean Roof Height 17.2 ft Roof Pitch: 1/2 :12 Parapet: 26.104 ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): ULTIMATE
Zone 1: -59•5 Zone 2: -99.7 Zone 3: -150 Zone 4: -64.5 Zone 5: -79.6 Garage: NSA PRESSURES
7. Design Loads: Floor: NSA PSF Roof/Dead: 1•5 PSF Roof/Live: 20psf Balcony: NSA PSF
Dock: NSA PSF Deck: NSA PSF Stairs: NSA PSF Fence: NSA PSF Railings: NSA PSF
8. Were Shear Walls Considered For Structure? Yes x Not Applicable Explain Why Not:
Lateral structure is ordinary moment frame land longitudinal structure is concentrically braced frame
9. Is A Continuous Load Path Provided? Yes Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 1,500 PSF Soil Test Reports Submitted? X Yes DEFERRED SUBMITTALS
I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
comply with,
tk% wol structural portions of the building codes currently adopted and enforced by St. Lucie
County. -°hit - structural
elemei is depicted on these plans provide adequate resistance to the design
Revised
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JOE B. HUTCHERSON III, P.E. 27363
Print Name Cert # & Co. Cert Auth.
MARCH ADAMS & ASSOCIATES
P.O. BOX 3689 CHATTANOOGA, TN 37404
Company Name & Address
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