Loading...
HomeMy WebLinkAboutCertification for Design Load Compliancef .. 4LL, Planning & Development Services Department Building &Code Regulations Division '> 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 4624577 Certification for Design Load Compliance 71h Edition Project Name: 141J691r Ll I,, L 117fe 7�iG� Project Address: 19 2 � L `/ N V. P?-1 L Permit#: Occupancy Type: 42i�J F'A114 Construction Type: INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • If submitting hard copy, submit (2) copies with all pertinent information. St Lucie Fire District requires a digitally signed electronic version. • If submitting electronically, form should be uploaded into Bluebeam. Separate submission to Fire is still required • All digital files must be in an unlocked Portable Document Format (PDF) version • 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 plan reviewer. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida 2 6 V7 Code 7th Edition using ASCE 7-16 2. Structure Designed as (check one): . Enclosed Partially Enclosed Open 3. Risk Category: I II III IV Exposure Category:y1`0 .B C D 4. Design Wind Velocity -7 O mph ASD LRFD End Zone Width: 4-0 ft 5. Mean Roof Height 10 ft Roof Pitch: <a :12 Parapet: N! ft 6. Components & Cladding Design Pressures Used: Zone 4: Zone 5: Garage: s2AM. C 6a. Roofs TOY' t l- t'eI� L L _ - `5 l -t•oY GI o>` � D L - ZD P 67 13 (� Gt+O=� 12 L -1 D PS F Maximum +/- pressures: + psf - psf Or define individual zones on the plans 7. 'Design Loads: Floor: N N PSF Roof -Dead: 'Z°y PSF Roof -Live: 2- a Balcony+/- tJ/A PSF Dock: WA PSF Deck: MAN PSF Stairs: Olk PSF Fence: N ! �— PSF Railings: N)/' PSF 8. Were Shear Walls Considered For Structure? Yes Vo Not Applicable Please Explain: 9. Is a Continuous Load Path Provided? Yes Not Applicable Explain Why Not: 10, Design Soil Bearing Pressure: 2 5 O D PSF Soil Test Reports Submitted? Yes Co Assumed 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 current Florida Building Code as adopted. Ao-`i3206' Signature, Date, andSeal Print hame Cert # & Co. Cert ofAuthorization T Revised 3/25/2021 Company Name & Ad ressD��� r t� F��� %rq®P