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: HYERS GARAGE
r Project Address: 7501 ROBERTS ROAD
Permit #: Occupancy Type: RES Construction Type: CMU
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. DESIGN CODE: Florida RESIDENTIAL Code Sixth Edition with 20 Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed Partially Enclosed Open
3. Risk Category:_1 X II III IV Exposure Category: X B C D
4. Design Wind Velocity 160 ULT mph 123 ASD LRFD End Zone Width: 4 ft
5. Mean Roof Height 15 ft Roof Pitch: 4 :12 Parapet: NA ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
Zone 1: 15.9/-25.3 Zone 2: 15.9/-44.0 Zone 3: 15.9/-65.1 Zone 4: 23.1/-30 Zone 5: 23.1/-37 Garage: SEE PLAN
7. Design Loads: Floor: 40 PSF Roof/Dead: 15 PSF Roof/Live: 20 Balcony: NA PSF
Dock: NA PSF Deck: NA PSF Stairs: NA PSF Fence: NA PSF Railings: NA PSF
8. Were Shear Walls Considered For Structure? Y Yes Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? Y Yes Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2000 PSF Soil Test Reports Submitted? NO
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 resistanc t the design
forces specified: P,
FRANK W. FARLEY �� ,�� Q`P ,. G• .N • 'q<� �i
r
Print Name `
/ *�'• No 40111 *:
PE 40111 CA 28108 ai ;
Signature, Date, and Seal FARLEY ENGINEERING, n--
z STATE OF :�W®
Company Name & Address O R O P• �j���``
Revised 12/07/2018 2 01���4#41111 N A11 % ��`