HomeMy WebLinkAboutCertification for Design Load ComplianceRECEIVED
FED 2 41010
Planning & Development Services Department
Building & Code Regulations Division Permitting itting De anment
2300 Virginia Avenue, Fort Pierce, FL 34982— (772) 462-1553 LU01v 9dnty
Certification for Design Load Compliance
Project Name: GRUMSTRUPRES.
Project Address: 10701 S OCEAN DR LOT 887
Permit#: Occupancy Type: ConstructionType:
.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. DESIGNCODE: Florida BUILDING Code Sixth Edition with2017 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;—B—C X D
4. Design Wind Velocity165 mphASD X LRFD End Zone Width.�ft
5. Mean Roof Height 5'+/-DECK HEIGHT it Roof Pitch: :12 Parapet: . ft
6. Components & Cladding Design Pressures Used: (PSF, based an 10sgft @ 15'MRH, clearly label on all plan openings):
Zone 1: Zone 2: Zone 3! Zone 4: *60.61-64.1 Zone 5:+70.1/-74.5 Garage:
7. Design Loads: Floor: PSF Roof/Dead: PSF Roof/Live: Balcony: PSF
Dock: 40 PSF Deck: PSF Stairs: PSF Fence: PSF Railings: PSF
8. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? X Yes NotApplicable Explain Why Not:
10. Design Soil Bearing Pressure: 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
!ments depicted on these plans provide adequate resistance to the design
DANIEL PAUL RETHERFORD 72451
Print Name Cert # & Co. Cert Auth.
1402 HARTMAN ROAD, FO�'L trC. ipP.Y4947
Company Name & Address