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Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida BUILDING Code Fifth Edition with 20 17 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 Velocity 165 mph ASD X LRFD End Zone Width: 1 ft 5. Mean Roof Height 5'+I -DECK HEIGHT ft Roof Pitch: :12 Parapet: ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: Zone 2: Zone 3: Zone 4: +60.6/-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 Not Applicable 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 County. I also certify that structural elements depicted on these plans provide adequate resistance to the design DANIEL PAUL RETHERFORD Print Name 72451 Cert # & Co. Cert Auth. 1402 HARTMAN ROAD, FT PIERCE, FL 34947 Comoanv Name & Address