HomeMy WebLinkAboutCERTIFICATION FOR DESIGN LOAD COMPLIANCEc ?,
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Planning & D
Building
2300 Virginia Avenue
Certification for DE
Project Name: STANDARD PACIFIC HOMES - R
Project Address: 3046 NW RADCLIFFE WAY -
Permit #:
elopment. Services Department
Code Regulations Division
Fort Pierce, FL 34982 — (772) 462-1553
SCANNED
ign Load Compliance [BY
'ERBEND St Lucia County
13
Occupancy�ype: -3 Construction Type: VB
INSTRUCTIONS FOR USE:
• This certification must be completed, signed, and si
• Submit (2) copies for residential, (3) copies for com
o New Residences (single or multi -family)
o Residential Addition
o Any accessory structure requiring a buildir
o Any non-residential structure.
* Note: Form not required for interior renovations pro
certain minor building permits at the discretion of the Ic
DESIGN PARAMETERS AND ASSUMPTIONS USED: (cor
1. DESIGN CODE: Florida BUILDING CodIF
2. Structure Designed as (check one): X En
3. Risk Category: _I X II III I
4. Design Wind Velocity 170 mph
5. Mean Roof Height 30'-0" ft
6. Components & Cladding Design Pressures Us
Zone 1: -39 Zone 2: -68 Zone 3:7. Design Loads: Floor: 40/25 PSF Roof/DDock: N/A PSF Deck: N/A PSF Stair8. Were Shear Walls Considered For Structure?
led by the design professional of record.
ercial with all permit applications involving the following:
permit
!d that no exterior structural elements are affected and
building official. Contact the # above for questions.
nplete all that apply)
Edition with 20 14 Supplements using ASCE 7-10
Partially Enclosed Open
Exposure Category: B X C D
LRFD End Zone Width: 61-6" ft
of Pitch: 4 :12 Parapet: N/A ft
F, based on 10sgft @ 15'MRH, clearly label on all plan openings):
0 Zone 4: -46 Zone 5: -42 Garage: -44
15/10 PSF Roof/Live: 20/10 Balcony: 60130 PSF
PSF Fence: N/A PSF Railings: PSF
es Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? X Yes I Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2500 PSF S it Test Reports Submitted? X 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 uilding codes currently adopted and enforced by St. Lucie
County. I also certify that structural elements depicte� on these plans provide adequate resistance to the design
forcesspecifi��i��jlill////
0 / VICTOR �HERNANIDEZ PE # 72387
CF• /� Print Name Cert # & Co. Cert Auth.
BRENNAN ENGINEERING, INC.
iigr% ; D �, Seal ;
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Revised �4----G®'�.���\
1600 S.
Company
DIXIE HWY STE 400 BOCA RATON
& Address
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