HomeMy WebLinkAboutCertification for Design Load Compliance£ r _ Planning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462
Certification for Design Load Compliance
Project Name: STANDARD PACIFIC HOMES - RIVERBEND
j 13192 NW WHEATON LANE - LOT 3
Project �
Permit #: Occupancy Type: R'3 Construction Type: VB
ae` NSTRUCTI0NS 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 accessorystructure 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 Fifth Edition with 20 14 Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed Partially Enclosed Open
3. Risk Category: _I X II III IV Exposure Category: B X C D
4. Design Wind Velocity 170 mph X ASD LRFD End Zone Width: ;6-6" ft
5. Mean Roof Height 30'-0" ft Roof Pitch: 5 :12 Parapet: N/A ft
i
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly labellon all plan openings):
Zone 1: -40 Zone 2: -70 Zone 3: -103 Zone 4: -43 Zone 5: '49 Garage: -41
7. Design Loads: Floor: 40/25 PSF Roof/Dead: 15/10 PSF Roof/Live: 20/10 Balcony: NSA PSF
Dock: N/A PSF Deck: N/A PSF Stairs: 40 PSF Fence: N/AI PSF Railings: Nip` PSF
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? X Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my knowledge and belief, the attached plans & specifications ha
comply with the applicable structural portions of the building codes currently adopted and i
County. I also certify that structural elements depicted on these plans provide adequate res
forces specifie \\11I, I I I rl/i,
\�®V,HErQ����/ VICTOR HERNANDEZ PEA
�C�,,• �,tCEtslS�,Ai/ print Name Cert t
„� N07 2387 `,� BRENNAN ENGINEERING, INC.
_' �2 2 201�,� _
Signature, Ejal end SSITATE OF 1600 S. DIXIE HWY STE 400 BOCA RAT(
j*1•��,�.� : lV��� Company Name & Address
s, P
Revised 07/25�2 }s/'Olv
ie been designed to
nforced by St. Lucie
>tance to the design
72387
& Co. Cert Auth.
1N FL. 33432
File COPY