HomeMy WebLinkAboutCertification For Design Load ComplianceRECEI\'_D OCT 17 Z017
Planning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FI- 34982 - (772) 462-1553
Certification for Design Load Compliance
Project Name: Halbert residence
Project Address: 4884 Watersong Way, Fort Pierce FL 34949
Permit #: Occupancy Type: R-3 Construction Type: -�-+
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 2 s 144 Code Fifth Edition with 20 Supplements using ASCE 7-10
2. Structure Designed as 711
ne): VEnclosed Partially Enclosed —Open
3. Risk Category: IIII IV Exposure Category: _B _C
4. Design Wind Velocity 170 mph ✓ASD _LRFD End Zone Width: . 0 ft
S. Mean Roof Height 3 9 ft Roof Pitch: ? :12 Parapet: -p-o ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
Zone 1: 4 9. % Zone 2: c% Zone 3: Z8 + Zone 4: Zone 5: G Z� 9 Garage:
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7. Design Loads: Floor: �Ps�� hSF Roof/Dead: 2 5- PSF Roof/Live:_ Balcony: 40 mac- PSF
Dock: PSF Deck: PSF Stairs: S PSF Fence: PSF Railings: PSF
8. Were Shear Walls Considered For Structure? �es Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? 'Yes _Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2 *Go PSF Soil Test Reports Submitted? Yes
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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. 1 also certify that structural elements depicted on these plans provide adequate resistance to the design
forces specified: PE: 7-0 Wit
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Si ture, Date, and Seal
Revised 07/25/2014
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