HomeMy WebLinkAboutCertification for Design Load Compliance- --- - ----- ----- --- FILE COPY
Planning & Development Services Department
Building & Code Regulations Division
•••••••• • ••• i 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
i
Certification for Design Load Compliance
Project Name:
Project Address:
Permit.#: 1704— D056' aecupancyType: U Construction Type: `
INSTRUCTIONS FOR USE:
e This certification must be completed, signed, and seated 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 af€ected arrd
certain minor building permits at the discretion of the local building official. Contact the # above for questions.
DESIGN PARAMETERS AND ASSSS+U.M' PTIONS USED: �m plete all that apply)
1. DESIGN CODE: Florida Z.IIG&IV Code, Edition with 20 Supplements using ASCE 7-10
2. Structure Designed as (theck one): Entlosed Parbaliy Enclosed 2 open
3. Risk Category: &I H ill IV FX-1 -s rT ategory: R �C D
4. Design Wind Velocity mph ASD 2� LRFD End Zone Width: �ft
S. MeaR; eight y i Roof —MteiY: __6(A :12 Parapet: XIA ft
6. Components & Cladding Design Pressures Used: (PSF, based an 10sgft @ 15'MRl•i,cleady label on all plan openings):
Zone 1. cone 1_14 Zoe Zone 4: Zone 5: Garage:
7_ Design loads: Floor: --Z'_PSF Roof/Dead:. _:_--PSF Roof/Live:, Balcony: __�PSF
Dock: 4
f_Q PSF Deck: --- PSF Stairs: PSF Fence: PSF Railings 200-i�sr'"- ���!
8. Were Shear Walls Considered For Structure? Yes _KNot Applicable Explain Why Not:
F�rLtiY �y Si !�llCr /1��
9. Is A Continuous Load Path Provided? / Yes Not Applicable Explain Wiry Not:
10. Design Soil Bearing Pressure: 5a� PSF Soil Test Reports Submitted? ^ Yes
DESIM PROMSIGNAL CERTIFICATIO14 STATEIVIiff. I
i certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed toy
comply with the applicable structural portions of the building ztdes currerW adapted' and enforced by St Lucle
County. I also certify that structural elements depicted on these plans provide adequate resistance to the design,
forces specked: .
wgna re-, ba ,'and $eat,.
SLCCDV Farm # 02Q12 Revised 3/15/12 (JS)
Print blame Cert # & Co. Cert Auth.
Company Name & Address ~—