HomeMy WebLinkAboutAPPROVED WIND LOADS(10)Planning & Deveopment Services Q
lapartment
Building & Code Regulations Division
• •'' 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1577
Certification for Design Load Compliance
71 Edition
Project Name: William & Regina Skopelja
ProjectAddre": TBD Southwind Trail, Fort Pierce, FL 34951
Permit #:. —Occupancy Type: Single Family^New ConatISFR
Construction Type:
Il�JCiIONS 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
• All digital files must be in an unlocked Portable Document Format (PDF) version required
* Note: Form not required for interior renovations provided that at exterior structural elements are affected and
certain minor building permits at the discretion of the plan reviewer. Contact the # above for questions.
DESIG PAR (METERS AND ASSuivLpno pis USED: (complete all that apply)
1, DESIGN CODE: Florlda2020
Code 7th Edition using ASCE 7-16
2. Structure Designed as(check one): X Enclosed
Partially Enclosed ____Open
S. Risk Category: 1 II `ill IV
Exposure Category: BLX C —D
4. Design Wind Velocity � 60 S. Mean Roof Height.'C30 mphggp LRFD End Zone Width:_`ft
- - ft Roof Pitch: 5 :12 Parapet:.ft
6. Components & Cladding Design Pressures Used.
Zone 4: Zone S:_ i /A
Garage:
a. o
Maximum +/- pressures: + psf - psf Or define Individual zones on the plans
7. Design Loads: Floor:40_p ---t
PSF Roof -Dead'. Roof -Live . c.C. Z'D BalcNIA PSF
Dock: NIA PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A _ -- -
PSF Railings: N/A PSF
8. Were Shear Walls Considered For Structure?X
— — Yes Nat Applicable Please Explain:
9. is a Continuous Load Path Provided?%- Yes Not Applicable Explain Why Not:
10. Design Sol[ Bearing Pressure.2500
.PSF Soil Test Reports Submitted? Yes No
DESIGN PROFESSIONAL CERTIFICATION STATEMENT;
' certify that, to thed best of my knowledge and belief, the attached plans & specifications have been designed to
Edward FAv" %i ( applicable structural portions of the current Florida Building Code as adopted.
by dwar
Shinskie Shinskie Jr.
—fie:_2�1 n(L a 2Q __ �dti+.lcr ax
Sig �f@A dSeal
rThis iter. has beenn electronically signed and sealed by Print Name Cert # & Co. Cert ofAuthorization
Edward F. Slunshie, PE on the Date and/or
Time stamp shown using a digital signature.
Printed copies of this document are not considered
signed and sealed and the signature must be verified Company Name & Address
on any electronic copy.i mS �(r 3� amity