HomeMy WebLinkAboutCertification for Design Load Compliance�. Planning & Development Services Department
'COUNTYBuilding & Code Regulations Division
- - -- 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553
('Non,�
Certification for Design Load Compliance
1 Project Name: M�o�dco�ccl toy .03
Project Address: 2� 2k-J
Permit #: Occupancy Type: S F — 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 involvingthe following:
o New Residences (single or multi -family) REVIEWEI=-
o Residential Addition CODE c® PLOANCE
o Any accessory structure requiring a building permit ��o ��� COUNTY
o Any non-residential structure.
* Note: Form not required for interior renovations provided that no exterior structural "a 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 Building 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 X ASD LRFD End Zone Width: 6 ft
5. Mean Roof Height 18 ft Roof Pitch: 6 :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: +19.9,-31.7 Zone 2: +19.9, -55.1 Zone 3: +19.9, -81.5 Zone 4: +34.6, -37.5 Zone 5: +34.6, -46.3 Garage: +29.3, -34.0
7. Design Loads: Floor: 100 PSF Roof/Dead: 12 PSF Roof/Live: 30 Balcony: N/A PSF
Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PSF
8. Were Shear Walls Considered For Structure? Yes X Not Applicable Explain Why Not:
Aspect Ratio < 4:1
9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2500 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 so
Pure, Date;1and*.Seal
Revised 12/07/2018
Donald J. Nuelle P.E. 52046
Print Name Cert # & Co. Cert Auth.
Nuelle Engineering
11634 SW Rowena Street
Company Name & Address
FILE COPY