HomeMy WebLinkAboutCertificate for Design Load Complianced
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Building & Code Regulations Division
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Certification for Design Load Compliance
Project Name: The Hinkle Residence
Project Address: 246 Bimini Drive, Fort Pierce, FL
Permit #: Occupancy Type: R-3 Construction Type: VB
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 multi -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.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida Residential Code Sixth Edition with 20 Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed Partially Enclosed Open
3. Risk Category: I �` II III IV Exposure Category: B X C D
4: Design Wind Velocity 170 mph X ASD LRFD End Zone Width: 5•9' ft
5, Mean Roof Height ` 25 ft Roof Pitch: 5 :12 Parapet: .NSA ft.
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
- Zone 1: 24.2 -37.8 Zone 2: 24.2 -66.2 Zone 3: 24.2 -98.6 Zone 4: 42.1 -44.6 Zone 5: 42.1 -55.4 Garage: 35.1 -39.3
7. Design Loads: Floor: 40 PSF. Roof/Dead: ' 17 PSF Roof/Live: 20 Balcony: NSA PSF
Dock: NSA PSF Deck: NSA PSF Stairs: 40 PSF Fence: NSA PSF Railings: NSA 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: 2000 PSF Soil Test Reports Submitted? 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:
' r = Stephen Edward Kastner, PE 39528
Print Name Cert # & Co. Cert Auth.
r _ Kastner Engineering, LLC
`tureDate and Seal 5320 Florida Palm Ave, Coc ` , F 32927` 4;
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Corrlpany Name & Address
Revised 12/07/2018-