HomeMy WebLinkAboutCertification for Design Load Compliance2
Planning & 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 - 1
Project Address: XXXX Co
Permit #:
ina ;Ave, Fort Pierce, FL 34951
Occupancy Type: Construction Type:
RECEIveo
NOV 13 AID
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INSTRUCTIONS FOR USE:
4
• 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 20.17 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: 3.33 ft
5. Mean Roof Height 11 ft Roof Pitch: 4 :12 Parapet: NSA 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: 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 also certify that struct al elements depicted on these plans provide adequate resistance to the design
forces sp ;'�S Glee OOa,®
oo�®e aQ��� James G. Friling
� � � c'a�® Print Name Cert # & Co. Cert Auth.
No
*% 7824 j�• PE #77824 COA #27228
g Mulhern + Kulp Structural Engineering - 300 Brookside Ave, Ambler, PA 19002
,,°�tS' °eo� R I �'`.� •:a I Company Name & Address
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