HomeMy WebLinkAboutCertification for Design Load CompliancePlanning & Development Services Department
Building & Code Regulations Division
Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
Certif fication for Design Load Compliance
Project Name: Century Complete - 11449
Project Address:
7607 Miramar Ave, Fort Pierce 34951
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 NSA 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: NSA ft
6. Components & Cladding Desig Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
Zone 1: +19'3'-3o.s Zone 2: +19.31 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 1 PSF Roof/Dead: 17 PSF Roof/Live: 20 Balcony: NSA PSF
Dock: NSA PSF Deck: NSA PSF Stairs: NSA PSF Fence: NSA 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 with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie
County. I.alsw¢ertlfd,,that structural elements depicted on these plans provide adequate resistance to the design
fort° �'�'e�c��e(p. oa d-'e
James G. Friling
a o C90 ; ®t�24 Print Name Cert # & Co. Cert Auth.
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PE #77824 COA #27228
Signature; Date, and Seau o�� 00 Mulhern + Kulp Structural Engineering - 300 Brookside Ave, Ambler, PA 19002
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SEP 2 4 2020