HomeMy WebLinkAboutCERTIFICATION FOR DESIGN LOAD COMPLIANCER.ECE1."dD SEP 01:2015
Planning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1
t 3 ANIN L
Certification for Design Load Compliance By.:::
St. Lupie 'Coqn L,
Project Name: FUEL TANK CONTAINMENT
Project Address: 5600 OLD DIXIE HWY
Permit#: 1507-0411 Occupancy Type: N/A Co nstruction Type: N/A'l
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
o Any accessory structure requiring a building permit
* 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 que's*tid*ns..
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida BUILDING Code Fifth Edition with 20 Supplements using AkEQ� - 16 -
2. Structure Designed as (check one): _Enclosed Partially Enclosed V-11 0' p
ell
3. Risk Category: _I 11 111 ✓ IV Exposure Category: B 'V'C •D
4. Design Wind Velocity Lv/LRFDEnd Zone Width. NIA ft`%
---_0mph ASO .,
5. Mean Roof Hdlght 9 ft Roof pltchN/A
:12 Parapet:
L
6. Components & Cladding Design'Pressures Used: (PST, based on
JoSqft 3) 15' MRH, clearly label ohlall ,'plan ophnin0s):
Zone NIA 54 Oro, NIA'
. .. 541 A
Zonel: N/A e 2: N/A, Zone 3;. Zone 4, - Zone 5:
7. Design Loads: Floor: N/A PSF Rocif/Dead: N/A PSF RoofAive: NIA' Balcony
W^ PsF.
Dock: NIA PSF Deck: N/A PSF Stairs: N/A PSF Fence: NIA PSF Railings:
_
S. Were Shear Walls Considered For Structure? Yes ✓ Not Applicable Explain Why N
DESIGNED As PER ASCE 7-10 SECTION 29.4.1
9. Is Continuous Load Path _Provided? _✓ Yes_ _Not 6p ic a�,n WhyAo . pd,#e Explain
0,,T'
10. Design Soil Bearing Pressure: .9000_ 4PSF Soil Test Reports Submitted? NC_,yes
DESIGNPR . OFESSIONALCERfIFICATl'()-N�S'TATE.M'iNT:
—1-cer . tlkt I hbt,,>Rjt I M I P*Njpfmy_knotvleclge.and �]j [I I ef,-the-attached.plans-&-sp-6cifi6ti6ns-have-liee . ff-desikned-to
—_--COMPIY*"N,O'�'tCiOPAUc*p��,ctura'i-po'rt'io�n"s,of the building codes -currently -adopted and enforced ,-by-St—Lucie-
Cou_A1A 1
o. 4r
Ap _a[ elements depicted on these plans provide adequate resistance to the design' -
for Gii s 6
'.
RONALD A. FAIR PE FL #50738
X Print Name Cert # d0ri, u* th.
VT"
AEC SERVICES, INC
'S1616ALLISONVOODS LANE�MP,A i,F �i3p§14SilVrA VimW.
Company Name 9t Address
Revised 07/25/2014