HomeMy WebLinkAboutCERTIFICATION FOR DESIGN LOAD COMPLIANCEPlanning& Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
Certification for Design Load Compliance
Project Name: HIBISCUS BYTHE SEA CONDO
Project Address: 3880 N. A1A FORT PIERCE, FL
Permit M
INSTRUCTIONS FOR USE:
Occupancy Type:
Construction Type:
UA
SCANNED
BY
St. Lucie County
• 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 appl' m ngt following:
o New Residences (single or multi -family) ,..
o Residential Addition
o Any accessory structure requiring a building permit
oAny non-residential structure. AUG 16 2
• Note: Form not required for interior renovations provided that no exterior 7";rectLedandcertain minor building permits at the discretion of the local building official. Cc ctI Ae n tunty; FL
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
L DESIGN CODE: Florida Bugdine Code 2017 Edition with 20 Supplements using ASCE 7-10
L Structure Designed as (check one): _Enclosed _Partially Enclosed X ' Open
3.Risk Category: I XII_III IV Exposure Category: _B—C X D
4. Design Wind VZ-C 170 mph 1 gp, ASD N/A LRFD End Zone Width:' N/A ft
S. Mean Roof Height N A ft ' ' Roof Pitch: N 12 Parapet: N/A it
6. Components & Gadding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, dearly 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 Roaf/Live: N/A Balcony.. N/A PSF
Dock. 40 PSF Deck: N/A PSF Stairs: N/A PSF Fence:. 50 PSF Railings: 300 PLF / CONCENTRATED
S. Were Shear Walls Considered For$rtructure7 X Yes_NoiApplicabie Explain Why Not:
9. Is A Corrtinuous 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 & spedfications have been designed to
comply with the applicable structural portions of the building codes curve p y pp po g ntly adopted and enforced by St. Lucie
County. I also certify that structural elements depicted on these plans provide adequate resistance to the design
forces sppffied., ,,%err\ jl C.
.0 Eiji �< �� Paul Welch P.E. 29945 / 5115
3. e2 �� PrintName Cert # & Co. Cert Auth.
? N0 29s45, yaul Welch Inc.
1/25/2018:
and Seal
SLCCOV Form # 020.12 ReAsed 3/15/12
S 774EF OF
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