Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutCertification for Design Load CompliancePlanning & Development Services Department RECEIVED
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1 53 p F r I 1 ","'I
Certification for Design Load Compliance 11 §T. 6."Oe CogD Permitting
Project Name: 1 \'PCd UAJ)O 1) Cl [0+- CR 3
Project Address: `Z(.9 Li LP CC \ 1 R.V VV
Permit #: Occupancy Type _SR2- 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 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: NSA ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
Zone 1: +19.6 -31.2 Zone 2: +19.6, -54.3 Zone 3: +19.6,-80.2 Zone 4: +34.1; 36.9 Zone 5: +34.1,-45.6 Garage: +24.9,-27.7
7. Design Loads: Floor: 100 PSF Roof/Dead: 12 PSF Roof/Live: 30 Balcony: NSA PSF
Dock: NSA PSF Deck: NSA PSF Stairs: N/A PSF Fence: N/A PSF Railings: NSA 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
Revised 12/07/2018
Donald J. Nuelle
Print Name Cert # & Co. Cert Auth.
Nuelle Engineering 52046
11634 SW Rowena Street, Port St. Lucie, FL 34987
Company Name & Address
/flz _ ©z
LE Copy