HomeMy WebLinkAboutAPPROVED, ENGINEERING FOR WIND LOAD 8557 S US HWY 1Planning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL34982--(i72)462-1553
Certification for Design load Compliance
Project Name: RE -ROOF
Project Address: $557 S. USl
Permit#: Occupancy Type: B Construction Type: V
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
•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 Building Code 2020 7th Edition with 20 Supplements using ASCE 7-16
Z. Structure Designed as (check one): X Enclosed _ Partially Enclosed Open
3. Risk Category: 1 X II 111 IV Exposure Category: _ B X C D
4. Design Wind Velocity 165 mph 128 ASD N/A LRFD End Zone Width: 5 ft
S. Mean Roof Height: 15 ft Roof Pitch: o.ts :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
16.0 16.0 16.0 35.8 35.8 N/A
Zone 1: Zone Z: Zane 3: Zone 4: Zone 5: Garage:
-35.8 -60.0 -90.3 -38.8 -47.9 N/A
7. Design Loads: Floor: N/A PSF Roof/Dead: 7 PSF Roof/Live: 20 Balcony: _ N/A PSF
Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: NIA PLF /CONCENTRATED
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? 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
forces specified:
Paul Welch P.E. 29945 / 5115
Print Name Cert # & Co. Cert Auth.
Paul Welch Inc.
9N+t" 1/8/21
Signature, Date, and Sell 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL
Company Name & Address
SLR( DV Form 9 UZU-11 Kevfsed 3115/1) (JS)