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: SUCHON RESIDENCE
Project Address: XXXXXX SEMIONOLE DR. ,FT.PIERCE, FL (1326-800-0006-0002)
Permit #: Occupancy Type: R-3 Construction Type: 5-13
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 BUILDING Code Sixth Edition with 2017 Supplements using ASCE 7-10
2. Structure Designed as (check cone): X Enclosed Partially Enclosed Open
3. Risk Category: I X I� ,I:✓ III IV Exposure Category: B X r D
4. Design Wind Velocity 170 O%Fmph ASD LRFD End Zone Width: ft
5. Mean Roof Heigf 08� f ft Roof Pitch: 5 :12 Parapet: N/A ft
1 . `ComponeitsjQft6he-2-
Cln -- ssures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
'e 1g"; y Zone 3: �ZoonZone 5:
7. Design Loads: 'Floor: 2500 PSF R of%Dead 25 :1�J# �PSf F Roo % ve r30x :_'_ alcony: N/A 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? X Yes Not Applicable Explain Why Not:
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
forces specified:
...... d'
CE°5'< ,(+ Digitally signed by
N9 79442 •''Lillian Gonzalez
Date: 2020.04.06
PO. `STATE Oi''� .:.
21:16'46-04-00'
�'s'r�ONALE p•`�•
Signature, Date, and Seal
Revised 12/07/2018
Lillian Gonzalez
Print Name Cert # & Co. Cert Auth.
Goarch Engineering, Inc
1824 Richard Ln Palm Springs, FL 33406
Company Name & Address