HomeMy WebLinkAboutCertification for Design Load Compliancew-
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Planning & Development Services Department H mE
Building & Code Regulations Division o ��
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
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Certification for Design Load Compliance
Project Name: T C A P 70
Project Address: 157371 -PA y 0 1.5r f � � �. Lc+�re � �L 311y87
Permit #: Occupancy Type: Construction Type: ICr lCol/c re�--
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 Residence° '(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 2017 Code Sixth Edition with 20 Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed Partially Enclosed Open
3. Risk Category: I X II 111 Iv Exposure Category: B X g C D
4. Design Wind Velocity, 165 mph ASD X LRFD End Zone Width: 12 ft
5. Mean Roof Height 35' ft Roof Pitch: varies :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: See Roof Zone 2: See Roof Zone 3: See Roof Zone 4: +38/-42 Zone 5: +40/-70 Garage: +32/-36
7. Design Loads: Floor.40 PSF Roof/Dead:20 PSF Roof/Live: 20 Balcony:40 PSF
Dock: PSF Deck:40 PSF Stairs:40 PSF Fence: n/a PSF Railings: n/a PSF
8. Were Shear Walls Considered For Structure?-X--Yes Not Applicable Explain Why Not:
Note: All ICF Walls are Shear Walls
'9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2,500 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 c t structural elements depicted on these plans provide adequate resistance to the design
forces s p/v
�! eRobert F Oleck
UCFti Print Name Cert # & Co. Cert Auth.
FI PE# 52514; CA# 30021
Revised
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R.F.Oleck,lnc.1219 Scarlet Oak Loop, Winter Garden, FL
Company Name & Address