Loading...
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: Howland -Proverb Project Address: XXXX Palmetto Dr Fort Pierce, FL 34982 Permit#: Occupancy Type: R3 Construction Type:VB • 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 6th Edition Code Fifth Edition with 20 17 Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed _Partially Enclosed _Open 3. Risk Category: _I X II _III _ IV Exposure Category: _B X C _D 4. Design Wind Velocity 170 mph 132 ASD _LRFD End Zone Width: 5 ft 5. Mean Roof Height 15 ft Roof Pitch: 5 :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: +16/-37.8 Zone 2: +16/-63.4 Zone 3: +16/-95.4 Zone 4:+37.8/-41 Zone 5:+37.81-50.e Garage: +36.8/-41 7. Design Loads: Floor: N/A PSF Roof/Dead: 25 PSF Roof/Live: 30 Balcony: NIA PSF Dock: NSA PSF Deck: NSA PSF Stairs: N/A PSF Fence: NSA 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? X Yes 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 specijied0V i%C"—, Lillian Gonzalez Print Name Goarch Engineering, Inc 79442 & 32045 Cert # & Co. Cert Auth. k - 4994 Luqui Ct West Palm Beach, FL 33415 IL P� ,..;, Company Name & Address A Ed +° ,