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: Century Complete - 1650
7100 Coquina Ave. Ft. Pierce, FL 34951
Project Address: q
Permit #: Occupancy Type: 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 2017 Code Sixth Edition with 20 N/A Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed Partially Enclosed Open
3. Risk Category: I X II III IV Exposure Category: B X C D
4. Design Wind Velocity 160 mph ASD X LRFD End Zone Width: 3.6 ft
5. Mean Roof Height 11 ft Roof Pitch: 4 :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
Zone 1: +19.3,-30.6 Zone 2: +19.3,-53.3 Zone 3: +19.3,-78.9 Zone 4: +33.5,-36.3 Zone 5: +33.5,-44.8 Garage: +31.7/-38.6
7. Design Loads: Floor: 40 PSF Roof/Dead: 17 PSF Roof/Live: 20 Balcony: N/A PSF
Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: 50 PSF
8. Were Shear Walls Considered For Structure? Y Yes Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? Y Yes Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 1500 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® w,i�t�y#jej,appli�cable structural portions of the building codes currently adopted and enforced by St. Lucie
Cou�t�4�gls&ce�tlfy th'ostructural elements depicted on these plans provide adequate resistance to the design
James G. Friling
No 77 4 ••:
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i ��• °® °�' Mulhern + Kul Structural Engineering 300 Brookside Ave, Ambler, PA 19002
°��usOos Company Name & Address
Revised 12/07/2018
OCT 2 6 2020