HomeMy WebLinkAboutREVISIONOFFICE USE ONLY -
DATE FILED: G , I I
REVISION FEE: f
1. LOCATION
ADDRESS:
2.
3.
4.
SCBy
PERMIT# St. Lucie ,�
RECEIPT # CountIy
PLANNING & DEVELOPMENT
BUILDING & CODE REGULATION DI
2300 VIRGE\TA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553 FAX (772) 462-1579
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME: �
ADDRESS: 751,b
CITY:
PHONE (DAYTIME):
OWNERBUHAER INFORMATION:
NAME:.
ADDRESS:
CITY:
PHONE:
5. ARCHITECT/ENGINEER INFORMATION:
CERT. #:
TE:
Z 4 1 �
STATE: ZIP:
FAX:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME): FAX:
Revised 07=014 __ _ --•
Permit Review Comments
Job: Savanna Club Eagle Pool Lighting
Address: 3150 Crabapple Dr
Permit# 1706-0318
FiLE Cr-%py
Contractor:
Pride Electrical Service of FL, Inc.
847 S. Kings Hwy, Fort Pierce, FL 34945
772-461-2777
1.Revise drawings to show the use of a direct burial pole in lieu of
the aluminum pole and concrete pole foundation.
2.Revise drawing to show the existing underground raceways to
be reused for the new light pole.
3.Please furnish manufactures cut sheet and calculations on
aluminum poles per 107.2.1 of 2010 Florida building code: See
attached cut sheets from the lighting manufacturer.
4.Engineers seal on plans must be signed and dated per FL
statute 471.025: See attached plans with engineers seal that is
signed and dated.
J T
w
Page 1 of 3
DESIGN OF HAPCO ALUMINUM. LIGHTING POLES
CATALOG No. RTA21116BE
PROJECT: SAVANNA CLUB EAGLE'S LANDING POOL
St. Lucie County, Florida
DESIGN CRITERIA: FLORIDA BUILDING CODE 2014
170 MPH (max with Gust) Using ASCE7-10, Per Section 1601 & 1819
Date: 8-9-2017
References:
ASCE 7-10 — Minimum Design Loads for Buildings & Other Structures
Florida Building Code 2014 Chapter 16 for Structures and 18 for Foundations Cat.I
AASHTO Standard Specifications for Highway Signs, Luminaries and Traffic Signals
1994 & 2010
FDOT Standard Specifications
Catalog Cut Sheets
Prepared By: James E. Wild, P.E.
592 Lancaster Gate SE
North Canton Ohio 44709
Submitted By: Precision Outdoor Lighting, Inc.
3832 Shipping Ave
Miami, Fl 33146
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:i i•.TE OF
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0
POLE LD RA21B6BE
By: J.Wild, PE ver 10-0-12
(29' OAH, 21' MH)
Date: 8/9/2017
Project: SavAna Club Eagle's
Landing Pool
,,General Data:
Calculations: ASCE 7.10 & 2014 FBC
'C.G of Fixture
21 ft q = 0.000256*VA2 = 73.984 psf
Base Height Above Ground
Oft Wind Pressure = 0.00256*Kz•Kzt•Kd*vA2
•C.G. of Fixture from Pole CL
1 ft P = 65.39 psf
EPA of Fixture (total)
1.1 sf Fixtures:
Weight of Fixture (total) .
40 Ibs Dead Load 40 Ibs
Wind Speed (V)
170 mph Wind Load 71.93 Ibs
OT Moment 1510.55 ft-Ibs
Material for Pole & Arm
Alum 6063
Pole Data:
Pole:
Shape of Pole
Rd Dead Load: 82.25 Ibs
Embedment Depth
8 ft EPA 4.13 sf
Length
29 ft Wind Load: 270.35 Ibs
Base OD
6 in C.G. of Pole 14.60 ft
Top OD
4.5 in OT Moment 3920.12 ft-Ibs
Wall Thickness
0.125 in Torsion M 71.93 ft-Ibs
Aver. Unit Wt /LF
2.84 Ibs/If
Area Aver.
2.01 inA2 Sum of Loads @ Base:
r = (OD-t)/2 aver
2.56 in axial 122.25 Ibs
r = (od@base-t)/2 @ base
2.94 in shear 342.28 Ibs
Area @ Base
2.31 in moment 5430.67 R-Ibs
Section Modulus @ Base
3.39 inA3 torsion 71.93 ft-Ibs
Mom. of Inertia @ Base
9.95 inA4
Torsion Constant (J)
6.77 inA4
Projected Area of Pole
9.19 sf
Exposure category
C
Kz for Pole:
0.91
Cf for Pole:
0.45 (based on wind tunnel testing)
Kzt - use 1.0
1.00
Kd :
0.97
Overload factor =
1.33
Stress Calculations:
Allowable Stresses:
Pole: fa = axial / Area =
53.0 psi Fa = Fcy/ny = 17,727 psi
fb = OT Mom / Sect Mod. = 19241.5 psi Fb = 1.17*Fty/1.65 = 17,727 psi
fv = (2*shear/a)+(torsion!)
= 424.3 psi or Fb = 1.24*Ftu/1.95 = 19,077 psi
CSR's:
use use 17,727 psi
Post: CSR = fa/Fa + (fb/Fb)+(fv/Fv)A2 = 0.82 Fv = Fsy/ny = 13,473 psi
csr < 1.0 so OKI
Check Embedment Depth of Pole:
REF: FBC Table 1819.6 &'1819.7.2.1
d=•0.5A(1 +(1 +(4.36h/A))A1 /2)
Where:
A = 2.34P/(S1b), where S1 = 2*S*d/3, S = 150.00 psf
d= Depth of Embedment in feet 8.00 ft
b = Diam of Post, Concr or compacted fill 0.50 ft
S1 =Soil Pressure = 800 psf
(load that produces GrdLine Mom)
P = Maximum Lateral Load 258.60 Ibs - load that produces GrdLine Mom)
(assume load at fixture height)
h = Dist from Load to Groundline 21 ft - assume load at fixture ogjy IN.',epl
SOLVE for d:
��
A = 2.34P/(S1b) = 1.51 DES bvj
so ��J ,.;.•�C E A) S ••
d=0.5A(1+(1+(4.36h/A))AJ/2)= 6.69ft
839Embedment
Depth Shown > Calculated so OK =4fig
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