HomeMy WebLinkAboutCertification for Design Load Compliancea
Planning & Development Services DepartmenE-1553j
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• Building &' Code Regulations -Division �8D
• 2300 Virginia Avenue, Fort Pierce, FL 34982 = (772) 4UN 1 � M20Certification for Design Load Compliance . cie County, perm
Project Name: VANDERSPOOL RESIDENCE - DOCK REPAIRS
Project Address: 120 QUEEN EUGENIA COURT, FORT PIERCE, FL 34949
Permit #: Occupancy Type: 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) . REVIS�S
�i ' o Residential, Addition ® FOR
o Any accessory structure requiring.a building,permit CODE COMPLIANCE
o Any non-residential structure. ST. LUCIE C
* Note:. Form not required for interior renovations provided that no exterior structural ele are��af++f'ecINTY
certain minor building permits at the discretion of the local building official. Contact the # ab Rq&stior
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida BUILDING Code Sixth Edition with 20 17 Supplements using ASCE 7-10
2. Structure Designed as (check one): Enclosed Partially Enclosed X Open.
3. Risk Category: X I II III IV Exposure Category: B C X D
4. Design Wind Velocity 146 _ mph ASD X LRFD .End Zone Width: N/A ft
5. Mean Roof Height N/A 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 DOCK: _81.2PSF
7. Design Loads: Floor: N/A PSF Roof/Dead: N/A PSF Roof/Live: N/A Balcony: N/A PSF
Dock: 40 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:
DOCK STRUCTURE
9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain. Why Not:
10. Design Soil Bearing Pressure: N/A. PSF Soil Test Reports Submitted? N/A
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
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County: ,��SdPtrti%1At.1tructural elements depicted on these plans provide adec)uate resistance to the design
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A< v 4Pe �, Jonathon Schuchmann, P.E..
0 NO.60256 •e. = Print Name rtxRCert #p& Co. Cert Auth.
*; * 1 1�, ., Schuchmann Structural Associates, LLC (CA 27b82)
ii n'`��`�!� nd •.� `�.� 7560 Red Bug' Lake Road, Ste 2020, Oviedo, FL 32765
g ��ss'••'•••�••'••� �`? . Company Name & Address
..Ifl�,�vIVAL� . 06/10/2020
Revised 12/07/16W FILE Co