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 COMPLIANCEI
SCANNED
•� i �3 _� Planning & Development Services Department
v Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
Certification for Design Load Compliance
} Project Name: /Z i�5(pc-N�C
Project Address: L d 4(o &L)A.T EiZSorsG W a.!
It
Permit #: Occupancy Type: — 3 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 Z-01 7 Code Fifth Edition with 20 Supplements using ASCE 7-10
2. Structure Designed as (checkone): closed _Partially Enclosed ___Open
3. Risk Category: _I VII III _ IV Exposure Category: B _C _/ D
4. Design Wind Velocity 170 mph _ASD _LRFD End Zone Width:
5. Mean Roof Height 3 y'0 ft Roof Pitch: 7 :12 Parapet: %I`% ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
'9 - D Z
Zone 1: "�9 Zone 2: l z
'lO Zone 3: Zone 4: '�3'L Zone 5: Z` P Garage:
7. Design Loads: Floor:
4® 4-PSF Roof/Dead: 2 PSF Roof/Live: �;(9 Balcony:40��Z• PSF
Dock: WA PSF Deck: PSF Stairs:¢!, L.L, PSF. Fence: PSF Railings: �b0 # PSF Z-A-LoGp`
8. Were Shear Walls Considered For Structure? __L,fes _Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? oyes _Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: PS© 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 specified: 2-0 3 C!
Revised 07/25/2014
Print Name / Cert # & Co. Cert Auth.
L% (c !s ?Pi
Company Name & Address
LF��'�, C 0 oy -