HomeMy WebLinkAboutCert for design load compliance_ RECEIV'D ply" 01 79117
Planning & Development Services Department
a Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
Certification for Design Load Compliance
Project Name: 5610 Smith Ln
Project Address: 5610 Smith Ln
Permit #: 1701-0261 Occupancy Type: n/a Construction Type: n/a
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)
c 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 2014
Code Fifth Edition with 20 17 Supplements using ASCE 7-10
2. Structure Designed as (check one):
_Enclosed _Partially Enclosed X Open
3. Risk Category: _I X II
III IV Exposure Category: X B C _D
4. Design Wind Velocity 160
mph X ASD _LRFD End Zone Width: N/A ft
5. Mean Roof Height NIA
ft Roof Pitch: N/A -: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: N/A Zone 2: N/A
Zone 3: N/A Zone 4: N/A Zone 5: N/A Garage: N/A
7. Design Loads: Floor: N/A PSF
Roof/Dead: N/A PSF Roof/Live: N/A _ Balcony:_ NIA 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:
pergola is braced with knee braces
9. Is A Continuous Load Path Provided? x Yes _Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2000 PSF Soil Test Reports Submitted? Yes
DESIGN PROFESSIONAL.CERT_I_FICAT_I_ON STATEMENT: C&C was not used MWFRS as noted on plans was used.
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:
.6V ....P0 Frank Liebler AA26003142
9 Print Name
�c�.p. LIEB(��. •
�--�.- Site &Studio, Inc.
Signature,
Revised 07/25/2014
Cert # & Co. Cert Auth.
2254 6th Ave SE, Vero Beach, FL 32962
Company Name & Address