HomeMy WebLinkAboutLIGHTPOLE CALCULATIONSSCANNED
BY
St. Lucie County
LIGHTPOLE CALCULATIONS FOR
MARINER VILLAGE, HOA
NW MARINER COURT
PALM CITY, FL
POLE SUPPLIER: SEFL
POLE: ARCHITECTURAL AREA LIGHTING DB2-5F12-12-188-PTAD
FIXTURE: ARCHITECTURAL AREA LIGHTING PROV T3-32LED
Calculations prepared by:
David B. Rogers, P.E.
5343 Park Place Circle
Boca Raton, FL 33486
561-699-3776
David B. Rog rs, .E.
Licensed Englpeft #54981
State of Florida
Proiect Information
Project Name
Mariner Village HOA—NW Mariner Court, Palm City, FL
Project Number
2017-087
Client
SEFL
Date
7/16/17
Page Number
1 of 4
Engineer
DBR
Wind Design Parameters
Governing Code
Risk Category of Structure
Ultimate Design Wind Speed, Vmc
Nominal Design Wind Speed, Vaud
Wind Directionality Factor, Kd
Exposure Category
Topographic Factor, Ku
Gust Effect Factor, G
Net Pressure Coefficient, Cf
Lightaole Data — Upper Shaft
Pole Manufacturer
Part Number
Cross -Sectional Shape
Geometry
Pole Material
Diameter
Pole Height
Wall Thickness
Section Modulus, S
Pole Base Elevation, Above Grade
Yield Strength, Fy
Allowable Bending Stress, Fb
Light Fixture and Accessory Data
ASCE 7-10
II
(Table 1.5-1)
170 mph
(Figure 26.5-1A)
132 mph
1.0
(Table 26.6-1)
C
(Section 26.7)
1.0
(Section 26.8)
0.85
(Section 26.9)
1.2
(Figure 29.5-1)
Architectural Area Lighting
DB2-5F12-12-188-PTAD
round
straight
6061-T6 Aluminum
5.0 inches
7.75 feet
0.188 inches
3.30 inches3
4.25 feet above grade
40.0 ksi
10.6 ksi (See attached Table 2-19W)
Fixture / Accessory
EPA (S)
Height (feet)
Fixture
1.0
9.1
Arm
N/A
N/A
Accessory #1
L
Project Name Mariner Village HOA - NW Mariner Court, Palm City, FL
Date 7/16/17
Page Number 2 of 4
Calculation of Wind Loads
Velocity Pressure, qZ = 0.00256 KZ Kzt Kd VZ (equation 29.3-1)
Design Wind Load, F = q� G CfAf (equation 29.5-1)
Height
Base
V
qz
G
Cr
d
h (ft)
AZ
F (Ibs)
Above
Moment
(mph)
(psf
(in.)
W)
Base
(in -
z ft
Iz
Ka
Ka
ft
kips)
7.75
0.85
1.0
1.0
170
62.89
0.85
1.2
5.0
1 7.75
3.23
207.13
3.875
9.63
Fixture
0.85
1.0
1.0
170
62.89
0.85
1.00
53.45
9.10
5.84
Totals
260.59
15.47
Calculation of Bending Stress at Bottom of Upper Shaft
fb=M/S
M =15.47 (0.6) = 9.3 in -kip
fb = 9.3 in -kip / 3.3 inches3 = 2.8 ksi
Fb =10.6 ksi > 2.8 ksi therefore OK
LighWole Data - Decorative Base
Pole Manufacturer
Part Number
Cross -Sectional Shape
Geometry
Pole Material
Diameter at top
Diameter at bottom
Height
Wall Thickness
Section Modulus, S
Pole Base Elevation, Above Grade
Base Plate Data
Base Material
Diameter or Side Dimension
Architectural Area Lighting
DB2-5F12-12-188-PTAD
round
tapered
Cast Aluminum
6.0 inches
20.0 inches
4.25 feet
N/A
N/A
0.0 feet above grade
Cast Aluminum
20.0 inches
Project Name
Date
Page Number
Anchor Bolt Data
Mariner Village HOA -NW Mariner Court, Palm City, FL
7/16/17
3 of 4
Bolt Specification
ASTM A-36
Bolt Diameter
0.75 inches
Bolt Length
24.0 inches
Bolt Circle Diameter
16.0 inches
Yield Strength, Fy
36.0 ksi
Allowable Bolt Tension
8.4 kips
Light Mature and Accessory Data
Fixture / Accessory
EPA &)
Height (feet)
Fixture
1.0
13.35
Arm
N/A
N/A
Accessory #1 (shaft)
3.876
8.125
Calculation of Wind Loads
Velocity Pressure, qz = 0.00256 Kz Kt Kd V2
Design Wind Load, F = qz G Cf Af
(equation 29.3-1)
(equation 29.5-1)
z ft
JLKzt
Kd
V
(mph)
qz
(pso
G
G
di
(in.)
dz
(in.)
h
(ft)
A
(ftz)
F (Ibs)
Height
Above
Base
Base
Moment
(in -
ki s4.25
1.0
170
62.89
0.85
1.2
20.0
6.0
4.25
4.60
295.33
2.125
7.53
Fixture1.0
170
62.89
0.85
1.00
53.45
13.35
8.56
Acc #1
1.0
170
62.89
0.85
3.88
207.19
8.125
20.20
Totals
555.97
36.29
Project Name Mariner Village HOA — NW Mariner Court, Palm City, FL
Date 7/16/17
Page Number 4 of 4
Calculation of Tension in Anchor Bolts
Pole diameter at bottom of pole = 20.0 inches
Distance between anchor bolts =16.0 (0.75) / (2)72 = 8.5 inches
M = 36.29 (0.6) = 21.8 in -kips
Bolt Tension = 21.8 in -kip / (8.5 inches) = 2.6 kips / bolt
Allowable Bolt Tension = 8.4 kips > 2.6 kips therefore OK
Shear force per bolt = 556.0 lbs (0.6) / 3 =111.2 lbs per bolt
Shear in bolt is negligible by observation
Check Embedment of Anchor Bolts
For plain rods, u = 4.75 X 1 Olt' (f,)W / D
Assume f . = 3000 psi
u = 4.75 X 10-32 (3.0 ksi)12 / 0.75 inches = 0.347 ksi
Required L = T / u (-nD) = 2.6 kips / 0.347 ksi (7t) (0.75 inches) = 3.1 inches
Minimum L =12D = 9"
Bolt projection above concrete = 3 inches
Embedment = 24 inches —4 inches = 20.0 inches > 9.0 inches therefore OK
MOTE Calculation of size and depth of concrete footing is by others and not included in this
analysis.
Table 2-19W
ALLOWABLE STRESSES FOR BUILDING -TYPE STRUCTURES (WELDED)
Allowable Stresses F111(kfln2) section Fill 6061-T6,T6510,T6511 All Products (see note)
Axial Tension F,.=15 k(n� E=10,100 khre
axial tension stress on net D2b 12.3 Fe.=15 klnz k, =1
effective area F„ = 24 kfln'
axial tension stress on gross D2a 9.1
area
Flexure
Tension
Compression
elements in uniform stress
F.8.1.1
9.1
see B.5.4.1 thru B.5A.5 and E.4.2
Note:
elements in flexure
F.8.1.2. FA.1
11.8
11.8 see also F.4.2
Welded with 5183, 5356, or 5556,
trourfda0bes5;V
F.6.1
C10-."
COP see also F.6.2
or Welded with 4043, 6554, or 5654
rods
F.7
11.8
11.8
and 50.375" thick
Bearino
bolts or rivets on holes J.3.7a, J.4.7 24.6
bolts on slots, pins on holes, J.3.7b, J.7 16A
flat surfaces
Slenderness F/SL for F/Sb for F10 for
S S<-% S, . S,<S<Sz Sa Sz%
nna wwmcmvn
alishapesmemberbudding E.3 kLlr
8.7-0.043S
133
-
51,352/S2
Flexural Compression
open shapes lateral -torsional F2.1 Ld(rncn'a)
10.2-0.043 S
160
86,996/S2
buckling
closed shapes lateral -torsional F.3.1 2L-0SJ(Cn(I,.0U )
10.2-0.0825'a
6943
23.599/S
buckling
rectangular bars lateral -torsional F4.2 (dlt)(LAC,d))'a
16.0-0.2305
46
11,420/S2
budding
round tubes local buckling F.6.2 Rdt
17.7-0.933 Sm
121
11.8-0.396Sw
390
3,776/[S(1+S'a/35)9
Elements -Uniform Compression
flat elements supported on B.5A.1 bit
9.1
9.0
12.0-0.327S
25
2,417/S'
one edge in columns
whose buckling axis is not
an axis of symmetry
flat elements supported on M.4.1 b/t
9.1
9.0
12.0-0.327 S
18A
111 /S
one edge in all other
columns and all beams
flat elements supported on B.5A2 b/t
9.1
282
12.0 - 0.105 S
58
346 /S
both edges
flat elements supported on B.5A.4 a.,
9.1
21.8
102-0.051 S
133
60,414/S2
both edges and with an
intermediate stiffener
curved elements supported B.5.4.5 Relt
9.1
46.4
11.8-0.396 Sm
390
3,776/[S(1+Sm/35)9
on both edges
_
flat elements -alternate B.5A.6 ?�q
9.1
45.1
12.0 - 0.065 S
92
554 /S
method
Elements -Flexural Compression
flat elements supported on B.5.5.1 b/t
11.8
642
16.0 - 0.065 S
123
982 /S
both edges
flat elements supported on B.5.52 b/t
11.8
11.9
16.0 - 0.350 S
30
4,932 /S2
tension edge, compression
edge free
flat elements supported on 85.5.3 bk
11.8
143.8
16.0-0.029 S
275
2,201 /S
both edges and with a
longitudinal stiffener
flat elements-altemate BS.5A x„
11.8
41.7
16.0-0.0100 S
80
638 /S
method
Elements hear
flat elements supported on G2 b/t
5.5
47.5
7.3-0.038 S
126
38,665 M
both edges -
VI-52 January 2010
I
D132 - Decorative Pole I TYPE
S' ROUND (RD) & FLUTED (FL) DECORATIVE BASE
1. BASE
2 POLE
1 Reec
2_ pni a 3 new
3.OAH 1 4. COLOR I S.OPTIONS/ACCESSORIES
MAXIMUM ALLOWABLE EPA (MPH)
cu4cr um ec on inn «n wn
DB2
SR12-188
12'(3.7m)
5'RD x.188'
116
32.3
28.5
22.7
18.6
15.5
13.1
11.2
9.6
DB2
SR14-188
14'(4.3m)
5'RD x.188-
116
32.3
28.5
22.7
18.6
15.5
13.1
11.2
9.6
DB2
SR164e8
16'(4.9m)
5'RD x.188-
123
27.3
23.9
19.0
15.5
12.8
10.8
9.2
7.9
DB2
BR18-188
IB,(5.5m)
5-RD x.188-
129
22.8
19.8
15-6
12.7
10.5
B.8
7.4
6A
D82
5R20-188
20'(6.2m)
5-RD x.188-
136
18.9
16-4
12.8
10.3
8.5
7.0
5.9
5.0
D82
SR22.188
22' (6.8m)
5- RD x.188-
142
15.8
13.5
10.4
8.3
6.8
5.6
4.7
3.9
DB2
SR24-188
24' (74m)
5- RD x.1B8-
148
13.1
11.1
8.4
6.6
5.3
4.3
3.6
3.0
DB2
5R25-188
25' (7.7m)
5- RD x.188-
151
11.9
10.0
7.5
5.9
4.7
3.8
3.1
- 2.5
DB2
SR14-250
14'(4.3m)
5-RD x.250-
132
35.7
31.5
252
20.6
17.2
14.5
12.4
10.7
082
51176-250
16' 4.9m)
5-RO x.250-
140
30.5
26.8
21.3
17.4
14.5
12.2 10.4
9.0
D82
5R18-250
18' (5.5m)
5- RD x.250-
150
25.6
225
17.8
14.5
12.0
10.1
8.6
7.3
D82
5R20.250
20' (62m)
5- RD x.250-
158
21.8
18.9
14.8
12.0
9.9
8.3
7.0
6.0
D82
5R22-250
22' (6.8m)
5- RD x 250-
157
185
15.9
12A
9.9
8.1
6-7
5.7
4.8
DB2
SR24-250
24' (74m) I
5' RD x.250-
176
15.7
13.4
10.3
8.2
6.6
5-5
45
3.8
OB2
5R25-250
25'(7.7m)
5-RD x.250-
180
14.5
12.3
93
7.4
6-0
4.9
4.0
3A
DB2,-_-51F14r188_.
14'(4.3m)_
-5'FLx.1B8'
116
21.4 78.7
14,8
12.1't0.0 82 6.9 5.1
DB2
SF16-188
16'(4.9m)
5'FLx.18B'
123
17.8
15.5
121
9.8
8.0
6.6
5.4
4.5
DB2
5FIS-188
18'(5.5m)
5'FLx.188-
129
14.5
12.5
9.7
7.8
6.3
5.1
4.1
3.3
DB2
5F20-188
20' (62m)
5' FL x.188'
136
11.8
10.0
7.6
6.1
4.8
3.7
3.0
2.3
DB2
5F22-188
22' (SAM)
5' FLx.1BB'
142
9A
7.9
5.8
4.6
3.9
2.6
20
La
DB2
5F24-188
24' .4m
5'FL x.188'
148
7.4
6.1
4.3
3.3
2.4
1.7
1.1
0.6
D82 5F25-188 25'(7.7m) 5'FLx.188' 151 6.6 5.2 3.6 2.7 1.9 1.2 0.7 03
Note Overamiglit is mrasured to top alpola
2. COLOR
Standard Color
WH
&crlc While
BL
Bled
BIT
blWeBfzck
OB
0arkilrunze
DGN
OarkGreen
TT
Gladum
WDB
%eathered8ronia
MOB
Bmmemledfic
CRT
Codm
MAL
Q?Ile Alumixan
MG
Aledium Grey
AGN
Anrfgm Gnvn
LG
tight any
Premium Color
SHK
Shnnrod
SPP
Saltandpeppa
SFt.I
%alkmn
WCP
fila(AaedCW/Pe
RAL
114L 4digit Color
3. OPTIONS / ACCESSORIES
ADS (711isaAWislobeusedmt1152711Sb dWA4L amG
aadposttop maedfich ref gorsflp were 4'adpole Me
ADS is aastahaNnumadapterYet slim LdoOfeast a me
S/125m=IfApola)
FH (Raghaldec Spa*kc*m arrpole)
FS1 (Single milierprodfMilaldec fusebyothas)
FS2 (Oaubletvealheryroafksehafdec fusebyathers)
PCR a svpmfifenlistioapha/ocdlreWL?demfiuWpale
rap hip. SepaAstnNelop afthapOem7h threesUW=sleef
set soars. Pn0 bce l byWhasJ
RBC (Cast afrmrinrmtrereptadehwcslrq, i4ftwIlyneldedto
Ihepak radudwaNECapproraddearoardeproaloam Bars
• col indadsaraeptacleorinfemalwirbrg.)
ARCHITECTURAL AREA LIGHTING
16555 Fast Gale Ave. I City of Industry I CA 91745
- P626-968.5666 1 F626.3692695 1 wmvaaLnw
DB2
SPECIFICATIONS /
Base shall be cast aluminum #356 alloy free
of any porosity. foreign materials• or cosmetic
fillers. Base casting shall be heal treated to a T 6
condition, and of uniform wall thickness. with no
warping or mold shifting.
WARNINGS
Caution must be exercised in the selection of
a design wind speed when the pole is to be
Installed In a special wind region (as indicated by
the wind map) or In an area where wind speed is
unpredictable.
AAL recpmmends consulting a local engineer
when the pole is to be installed In an area that
may be subject to extreme weather and exposure.
Poles installed on structures such as buildings
and bridges may be subjected to vibration,
oscillatiom and other fatigue effects which
are not covered by the AAL wwranty. he use
of banners or other appendages can severely
affect the loading of a pole. No banner or other
appendage should be attached to an AAL pole
unless approved by AAL.
lithe products are to be used on an existing
foundation or an other strucures, the customer
assumes all responsibility for the structural
Integrity of the existing foundation. anchorage
of structures and all the consequences arising
therefrom.
CAUTION /
Poles lre uld installed.
be erected without
IuminaUe insta8ed. [��
Anchor bolts shall be hot dip galvanized steel. Six
galvanized new nuts and flat washers, and a bolt
circle template shall be provided. Anchor bolts
for poles 14 feet high or less are 3/4' x 24' x 3.
Anchor bell for poles more than 14 feet high are
1'x 36' x 4'.
CERTIFICATION
Certified UL 1598 in accordance with Article 410
of ANSI/NFPA 70. National Electrical Code.
JOB
TYPE
NOTES
�- Copyright 92012 1 flEV 6.12 I 7 I
D132 — Decorative Pole I TYPE
5" ROUND (RD) & FLUTED (FL) DECORATIVE BASE
I DIMENSIONS
r I QD.PGLE
Ill
7
St.
IWCNOR60tT
PAOIECiIONon
_ a•
ENDREGAEE Gd6AkTEmORMG
GtOalEm
gGLrc9+cu=:teoiA ACCESS
+arAPAm COVER
P�,
w mmv
(WDIMTES PWEISUYWDOOWN
WRN ACCESS COVER FACWG OPt
ACCESS
COVEA
S W GLE FRSINE tdOUNONG O W ENTATbN
GOTMIA VIEW
(WOIMTES POLE M UT aDOWN
WITNA MESS COVER FAC W O UP)
ACCESS
COVER
OOUSMPo REAmUNTWGORG:NTATION
BOTroM VIEW
(WWMT POLr6UYWGDOWN
W RH ACCESS COVER FACWG UP)
ARCHITECTURAL AREA LIGHTING
16555 East Gale Ave_. 101yollnduslry I CA91745
P 626.968.5666 1 F 626.3697695 1 w4w.eal.nel
Copyright 9 2812 I REV 6.12
1 2 1
Providence@ MicroCore— Medium Housing PROV I TYPE
FEATURES
• DLC Qualified • 3000K, 4000K, 5000K CCT • LifeShielclm thermal protection
• Reliable, uniform, glare free Illumination • 0-10V dimming ready • 13 standard powder coal Finishes
• Types II, III, IV, V and custom • Integral surge suppression
distributions
SPECIFICATIONS _ 18.7/475mm _
• Diameter:18.7•/475mm
s' • Height: 31.5• / 800 mm
• Weight: 29 lbs
_ EPA: 0.96
IP Rating: fi5
31.5(e00mm
us Ida
ORDERING INFORMATION
MODEL 1
Light Engine
1. LIGHT ENGINE
MfcroCom Precision aimed optics
T2-32LED T5-32LED
--- 173-32LED TL-32LED
174-32LED TR-32LED
2 3 4 5
CCT Drive Current Color Options
2. COLOR TEMPERATURE
a
3K / 4K
5K
3. DRIVE CURRENT
--�0700 450
4. COLOR
Standard Color
Premium Color
WH Arctic While
SHK
Shamrock
BL Black
SPP
SaitandPepper
BLT MalleBlack
SFM
Sealoam.
,.� DB Dark Bronze
WCP
Weathered Copper
DGN Dark Green
RAL
RAL4digit Color
TT titanium
CUSTOM Custom Color
WDB WeathatedBromis
MOB BronzeMelzllic
VSU Verde Blue
CRT Cation
MAL MabeA(mnmum
MG Medmm Grey
AGN Antique Green
LG Light Grey
5. OPTIONS (may choose as noted)
mis
SPK (Decom9vesptxe)
BPS (Slmfs painledbrass)
PFN (irethipaimedblass)
Optics may choose one
LDL (Llghllydigosedlens)
CIA (Geargatlens)
HSS (Haase Sideshieldlor Type4)
Accessories may choose one
EPA-C (Egress-Canhimpa W)l
EPAT (F9ress-T1?d1tiomaQ3
Mountingmay choose one
PT4 (Past tapliYar/ma 4%100mm pole)
PT23 (Slips 0f%ea23/8'x4'Tanoo)
PT3 (Slips Gvera3k4'Tenon)
6. CONTROL
PCA-C (Rolalable photocelf-Conlemporary)
PCA T (Rafatabre photocell-T2dliional)
SCP (SerowcanbolProgrammablei-
ARCHITECTURAL AREA LIGHTING
17760 Rowland Street I City or Induslry I CA 91748
arealigfiting P626.968.5666 1 F626.3iig.2695 I :,cw9alnal
Copyright 02014 November 28.20161053 AM
6 7
Controls Mounting
7. MOUNTING
Standard configuration slips over a 4'D14 open
top pole ormay choose one.
Wall Mount Arm
WMA7
WMA57
WMA35U
WMA55
WMA9U -
WMA36U
WMA56
WMA22U
Pole Mount Arm
TRA5U-4
TRAS0-5
TRA6U-4
TRA61,1-5
TRA55-4
TRA55-5
TRA57-4
TRA57-5
TRA56
SLA1
SLAT-2
SLABU-4
SLABU-5
SLA22U4.
SLA22U-5
Pier Moun
PM1 PM2 PM3
Option
AD5
NOTE:
r Pole accessary Wit mohon sessoraird daylight pholo-
control for California Title 24 serdion 1301compliance.
For complete spec sheet and ordering botheration, visit
xmvaalnet/pmducts/sensoi centro(.progiammabler
I Nandheldcammissianirrgtaolis requiledfoseparately
configure at adjust any number of SCP sensors
I N0tcoow01eW1hPCA-CnorPCA-T
JOB _... _ ... .__.. - ....
TYPE .._ ... .... .. _ ..._
NOTES
SCANNED
BY
St. Lucie County
LJOUTTOLE-
-MCUATIONSFOR,
ROM .ARCM. ZCTURAL.AkEA LIG4MG 1-M-2-SY11-424 ?Al
FIXTURE.. ,RCBMC� 111181 1, 6 M
ARE*LlGHMGPROV'.T3-32L!9D,
FILE Curt
4LIUCIE
PLAN REVIEW
BLDG: CO bV
DATE-f=E-D
ELEQ Q R
DATF_Jr:L-jj
PLUMB:
-C4r-iAati6ns prepm- or, DATE:
I)ayid 0- Rogers, PX. MECH:.
5343 Pazk Place Cjk�lp DATE'
80C 4i ,3 '86
56.- 7�1_
P61ect information
eject Name
ProjeqNumber
-Client
Rafe:
-Pagq,Numbpr,
,Engineer
Mariner Wage HOA " NW Marmff Gourt, P�'F , cjj�r L
207-091
SEFL
�7 . /10117
1 of-4
DBR
'Wift(IDWWA kAriimiAefis
,Gd,Vdriiitig,C6dc
'Risk Category of 9tr4awt
Ultimate Design 'Wind Spec
NomiQ Design
Exposure cadgbry
Topograpbib.factor,11Kzt.
Gust hf&i 6 Factor.
'Net ii6sitre -C o e(-ient-, Cr
AS, E 7-10.
V�t; 170 hiph,
V,a 131 hipft
i 1 ;0.
c
Lo
,Lighfvole Daft --lUpperAligh'
Told Majififk6tuier
ON*
-(F.igar.p
_(Section 26-8)
"(Section ,'26:9)
(Figure AI)
ArcWiectural Arealighting
DB2-5F12-j2- t88Pf
round
straight
6061-"T6,Alumjtrmm
,5,.,0. iRches
7.75',fedt,
0.189 inches
336 itichep
Grade, 4-.25 feet -
gboveg
40.0 ksi pde
W i6.6 k'§i'(See qnached Table 19 V-0
LiAt AEdure and Acc6sory Daia,
fixWretAccesw
Fixhue
Lo
9.1-
.Aim
N/A
Accessory
Project'Name Mariner Villap ffoA —,NW marinerCourt, pahn cjty,,FL
Date 71-16117
Pa ge Number 2.of 4,
Cafc*tion-of.Wind Lbifilk
,Velocity -Pressure; .qi=O'.0025--6K-.,,z kztKjjvZ
(equation 19.34)
1jesigii Wind L04,F = q,;G �Qjkf,
(pso
�dE
Cm h (ft)ffi7
2
iH eight
Ab6V6'
Base
Moment
ift
Kx
<4Orph)
.
Baik
(n
0.86
1.0,IM,
170
1L2 5.0 7.75
3.23
40
ft
--4876
kips)1.16
9.63Ribfre
0:85
16,
-1�d
170
:
6289'
OM
1.00
53.45
9 10
5.94Tota
-
Calculation -of tending Str-tst 'it t6ttMA of Uvoer Shaft
15-47(0-6) 9.Tin-kip.
inm*jI,3:inches! =.2.8 ksi
Yb—*l0.6ksi-5-2.8k4j therefore
LightOOlebaid — DiCorativi'Base
Pole-Mantacturer
Tarf Number,
Cross-Seeflonal Shape
'Geometry,
Owe mat6ridi,
Diameter'at top.:
Diameter at bdftom
Height
' Wall,'ThicUes si
96cti
P616]Raae F �Iqyaii'on, Above Grade
.IdLse Plate Data
Base Material
Diameter or-, Side. Dimqnsjoh
,Architdct&alArea 'LigJ#ing
-12-1--884'TAD.
TOU'Ad
Yom&
Cast Aluminum
6,0 inches
20 Xinches
A25 �,&t
NIA
0.10 feet:jabove grade.
CastAluminum
20.Ainches
Project Name Mariner Village HOA —NWMariner Cm4.Palm, City, FL
lbatp, 7/1&17
Page Number 104
Anchor Bolt Data
061i Specification
A$IMA-36
Bolt Diameter
0.75dnches
B61fL,ength
NO ihbhds,
Bolt Circle Diameter
KO.in&6
Yield Strength, .V..
86-.'Q.ks.
Allowable B61iTension
18.4,10ps
'UWt Fi3dure and Accissorv-Dsifik
F Accessory
EPA-Ve)
Height"(feet),
Fixture
IQ
'13.35.
Arm
N/A,
N/A
-Accessory 41-(shaft).-
3 876
$J25
taiddidion ofWind Loads
v e 10 c i i y Pressure; q i -- o. o o 2 -5 6 k,.'Y, �'kd - V;
Dekgi Wiud-Lo4. F = qj 0 CfA&
'(equation 29.5w1)
V
(mph)
(p§Q,
G I
.,,
C,
-d '!.I"a2
.
(in. '
h
eft)
I
Af
—
(ft2)Bade,
FVbs)
Height
Above,
(ft)
'Base '
M61-fte-fit
(I
ki
4.25i
0.85.
1d0
11.0
'170,
UZMR:
6.86'
-V.2
20.0 �1::6�0-
1 '4.,25,:4-60:
29&t3�2.126-
-4.63-
FbauiiB�.
-1.0'�
:-!-O'
-170•
62.89;
.0.85
"COL
-53A5
11135
- 8-.56'-
Acc#1
0.85
1.0,
•'1.0
170
.62.89'
0.851
3.88
207.19
�8.126,
2020
�Tbtals
1,555.97, i
3629
Pr9ject Name Marmer Wage HOA —NW M#dW Court, Palm City, FL
Date; 141,17
Page Number 4of4
,Cntculatian of Tension in Aneltbr Bolts
,Pole diameterof bottom; of p6le= 20blaches
Distance between anc4orbolis =14,0 (0.15), 10 112, = 93. inches
If= 36.29 4(0.0 =:2L8 is -kips
ODlt Tension =,21.8 iiirldpinches) = 2.6 *sJ Bblt
Allowdble Bolt Tensibri =.8.4 kips > 2.0 kips. therefore OX,
'Shear force"ver bolt- 556.'Olbs'(0,6)P3—111,2 -$qerbolt
,Shear inb6lt is negligible by bbservation
Chick Embedment .of'Anchor Bolts
Tor pfod§, u =-4M.X',10-"2 (f e)w / D
Assume f C =3000 psi
.0 = 415 X 10-3a UZ
(10' I 6.,f 5 iA&hee=-,034;T
.1,i,nches--
Mriimthn L= I 2D
'B0)1,pr9jeworabove'toderete-- 3 inches
Embedment— 24 inches = 4 inchesj= 20.'0 inches > 9'0. inches, therefore:OK
11 I - - I I.. . 1.
?:NOTE C _4 size
-W111461i SIM AhA depth -6tconcrete footi6kgi§bY-6thirifand notiheluded'in this
analysis,
Table 249W
ALLOWABLE STRESSES FOR BUILDIN134"E-STRUCTURES (WELDED):
Allowable Stresses F/A tkr1rII2-)L
Section
AQ
6 1 061 =T607608,3651 I I
AU Prodttcft (See note)
F . =15kn2
gi- ioloo krw,
indal tenslon stress on net
02b
ipA
kj=1
a:oal tension stress on,groqs
13.24
• Rexu
Tension
Compression.
I I 'PrIl
elemen� in uniform siress;
FAM
9.1
see MSAI thru M.4.5 and E4.2
NoW.
sierfients; in flexuvre
RIEIA?, F�4.1
lts
AM -see also F4.2'
�'Vlfdfded, With 5183', 63'5-6, or 6556,
m:u'n-cf!6es, .
.E
0:61
76.6--see also E6.2'
or Welded vdth4M'5li54, or 5654
JF7
11.8'-
amk<9.37.5"thlck,
' bohe'dr rivets 610016 JA*�a,-J.4.t 24.6
t6 on.siois-,pimsonholes; j.3J6, J.7 16.4
flarsuifacei.
S101001rh 04, for Fla for,
Arm rSh�kr�; S. SS, Si- 411<52s. tz
all shapesm(fir6ir buckling. E--
---- -
15.7-0.043,S'
130
open shapes tritain4-tirsiorial
102-0.0455'
16b
)86,99fi'/Sa
,bUclifing,
qj&;qdshapasl*rsl-torsionalF.3.1 24qcb
'-Ieucking,
6943
235991S
F42. (dfIO(fbf(Cd))v 1
16.0 - 01230 9
46
11,00IS2'
buckfin
- rig
round tubes local budding F13.2 R.1b
177-,0-923Sre
1211
118-0496S92
.390
3.771311S(I+Siri/35A
flat elements so pporledon --BZ.4)1 Itift
-9:1
9.11,
'12�0 -'0.327 S
25
'ZOJ,-/S-
qqe T,qe,in cq urnins:
.whose tiuckrinjaxisjs not
an We of symmetry
flat elqme-nts slip-porteg-cii B-5.4.1 bit
911
AT
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16.4
111A�,
.one edge In all other-'
columns end-all beams
Bet elements suppotted on A..S.W.2 b!(
"
9A
282�
JP-d'0A05 9
58
�461S
beta --edges
liewernentsi-supported on B.5AA 1X.
9.1
21.9
'10.2-0.051 S
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60.4141V
tioth"d dviltliaI
pgas'kn
n,
14, I'mediate Manor
curVed' a 11 11 - r emema supported &5.4.51 RVt
94
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nd
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Mt efemems�,temate 6i.4.8
45 A
IP-O; (LOSS S
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92
554
method -
,15
Element SKUMI COMDreSSIbrf
flat elemantssupporled on B.S.SA; tilt'11.8.
642
16.0-tKOWS
A23,
both'edgak
flair-eiernerns, supported on BS-5.2 b1f,
114
'Itg:
PO
4,��.�z
tension edge; 6omprqsslorn
edge fheei,,
flat alomentg supported on R5579
11.$
40A
40 - ObiIJ-9
e5�
2j201 IS,
boih'edges and With
'lonI9&CrI' ne't,
ff ,jele.ment emato,
'mat hod
fiat elements supported on .(32 tilt
26
314,665 /Si
'both edges-
'V"2 January 2610
P=UND
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FLUTED ,(FL)orcoftmvEBASE.
XOAH 14:CCLOR
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MAXWWALt.bWABLE EPA QPy),
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gr'(Sani
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12.0 9-,9. 6.1 :$7, ,5,7 4.0
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24- (7Aoi),
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SFLXJOV 149' 74 Cl,
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151 6.13, 52 3.6 2.7,,-1,9 Ya2 M_7 -_03-
Standard Color
;3; OPTIONS14f.PMPRkBS'
wlif
EIL:
An:&�%M-k
I
ADS
LT'
O"a Omrpohi Tfid
A05 a a MIMI? Gro.war
66
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CRT
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colof
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KwAmdcqvAr
RAL:
11446 CaW
:i PE 'CAl!ONlS
WARNINGS.
6 Caution fAuSt ei in Me selection of,
'adesignwmdspeedtehan the pate is Iphe
Ihe wtnd inap) or in an aiae whmrONd speed is
0- -A-------'lare "ts dqqap-"I-9
lowdemniien othei abui the cwDftw
Afttim" responawlty for Me,SbTXWAlj
integrityofthaorsmichares arid it"
therehom.
cAunom
lurritni installed.
-AAdbw b6itSS11811 be IM I t do galvanized siae. L Six+
,OahalniZed liat ni;ti and flat vrasnerj, and a bolt
OfCfa baRplato-sheit be p L rmande xt, Am:fi I o rh6lis
Inrp*$14 -tggh.MIGW ; afe 314� , X24*x 3'.
'finrlitirttolttorpoles more dIan, 14foot nigh ate
CWQFICATION
Jim
RAL-AREKU6HTIN5
'le AwL I loy'bf waby I
i6A F626.369.2695l WmV
0 12' 1. RR' 6.12
DIMENSIONS.
QatJ,un 11, 2017
S4rokffi S Ave
F.Otttauddrdold Fj 3311@
o '- 5 x p(e, 9 05
. 9 )�
�P.a' �'4 �l 5 Q.
Job Nafne
Har ,,MOV'rf
'Bio ckiEcto
,4r, loi,2017
I
subrnfttt�l bate-
Jun.23,, 201 T
QW-10AAACE ELEbfRiC-$TVjNKT
,461 i6iW. ENTERP'kl8E,W AY-
STUARTLa4097
Date Jun 23, 2017
SE,FL,
Inc.
,f,ntfvf
i4e ww to ilfgAn Solwom"
Proj6pf (44bour Ridge
QUIDW §&L INC.17-18297
Location
Contact:
Transmittal
.SEFL, Inc. -
3824 SW 30th Ave
--'
.FqrtLaL(d46l6 F1,33312
P ' ftone.(954) 6115mO460
From: tibrin: 1§-KlKsoh'
1-1.
ATTACHED W� ARE SENDING YOU 1COPY'OF THE FOLL -0, ITEM:
11Drawings
.-
E] -r - awings
_OWIN
fons 4-
[3,'Specftlai0tiler.
11' Prints
El Information.
13 Plans
El'Submitfals
THEglEzAREI.TRANSMIT-TED FOR:
❑ Pflio-rAp-p-tov&
Ftesub, Mittel for -Approval' b-VW' 1:1, Record11
Approval
'Corre
Bids clue, o n.-
q�
❑ Approvalas ifted'
MourU
Other.
❑ Approval'as Noted
RevidWahid Comment
ft Typo MFO
Part:
IQ SA Arch&cWral kea Ligh&g 2LED.-4K-700-DBZ-,STND—
.1. P-f�9V-T3;3�12.0-277V
MNT-WIRED
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Page 1/1
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SUbmd[ed b; SEFL, InC
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SEFL I
PRO£T3 32LED 41 700 DBZ STND
r
nc, Distributor. GED MAURICEFJECTRIG
MM W)RED120277Vr,
a,
$p
STUART.(STUARf) ..
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Not9
Mvidence®'MicroCoreTMl-'Metl
uM Hiiusing°PROV
I
.FEATURES'
'
C Ouafi
3600K 4000K, SOOOK CCT •"
UfeShleltlr�1 thermal ptotectiori..
Re,
iabfa, u nihim, gYarefreoll(ummetton
i tS.1 W dlmmleg ready
13 standard powdercoat Unishee - r
• Types 1), III.M. and .cUstom
distributions
._.. IrWgrai surge suppressiori
SPECIFICATIONS 157'1476m
-- .—
Dlgmeter't67' T475 film
Heght 31,Sf80ll,mm
,ii�1lt�.
I
Weight 2976s'
1
FPA.09&
IP Rating: 65
�'
91S(60alrvn
ORDERING INFORMATION
...._..
MODEL 1 12
3 '4 .6
B. 7:
LlghtEngine- COT
Ddva Current Oolpr Oppons
Controls Mounting
1. LIGi{t EN01NE
5[ OPTIONS,(taychopse ea noted)
7. ,MOUNTING
M'croCom Predslorta7medopdes'
TZ-32LED--5-32LED'.
Finish
SatcWig duradwisrpsev2r.i4-DIA'o g
tandpe.,..
7392LEb ,1. TL-32LED
SPK (6em2fivesp6e)
tappoleormay`choosedne
T4 32LEti"'' TR'3kff.
BPS (St &O, awbrass)
Wall Mount'Arm '
I
Zt COLORTEMPERASK
PFN(FNWlpaintedbr`ss)
Opt_a5 m'aychoose one
' MAT WMA 7 W/MA35U
'WMASS` iWABU, WMA96U'
3K k 4K y 5K
fIjLR'4hlrydiP,rsedlerikf
WMA56 'WttA22V
i DRIVE CURRENT
CLR(p®rlikkrs)
Pole Mount Ar n'
�J Mo.
'w�-s.
Hss(� esa�rddro rd�
TAA'4,-TRASU:
-E
Aczessor es may"choose one`
TRAWfiU' TRp5U=5:
4:COLOR
- EPA-CAta;t-ConlemRo*p
TRA55-4,. ITRASES
Slan'dard'Color m
EPA-T tAia0mraarurf
10657-4 TA-TAASB
WF,Wde SH
BL SPP S?IBaMPepler
Muntinmay,
'TXPmyfopbRe%ara4/fOmpj
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DGN"Darkpeai "'_.
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'
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Prqvldence(_bMlctoCdte- Medium Housing.PROV TypE,
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AP
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SPECIFICATIONS'
HOtJSiNG
+ Luminane shall have discrelaopifcat
'and gear cempartmenis ihaidonok
chars ariypgysrcal;tousmgs
Ail:Fmusmg co'lmpdnents sha0 ha'
qfe_-cast aluminum; sealstl vn(h
congnuopsslicpne tubbetgasliets.
•: Slandard 6bn6otitationS co no{
JettuhaliUatlensxoptional fe'nses:
sgalrlhetempered glass
•. A[ fnternel and external hafamm.
"stall qe Staird' - steel
•9 Ophnal gezelfinl`sa stiallmatch,t(tp.
1lirtunaUetiouSirig
OPTICAL
• Patent pendingiMfctodoraT°LED
B'ules shall independeritly;aLit
each I' emitttng Ciode (LER1 m
tisoi honiontei rg ow anit vertical tilt
angle.
LEDs shalt be.muntedto a metal
prliit�ofcircuit board adsembJyy,
(PGBA) WWA umtoim conformal
coaling Over the panel surface and
elecmcatfeaturas:
{.EO opttpss'galt tiadea injecUdn
nibtded PMMAacrWc.
:CONTROLS
• SCP sFisil hate anintsgFatsYliga
pJotectmn de+ricawith8curieriftTatipg
of 10000Ampaysmg;Ufaindti5lry
standard 8/24uS_ eotvays and $are
aivg of 3T2J
,! Serrearnot rotentled f(N.USBVJittl
additionalphDto-poniro7,wireless,
control of dimming systems:
PHOTOCELL) EGRESS ADAPTERS
AdaPter(s) s"hal[sQp we�a4'Lf00mm
'DIA: potavnthfha fumina7e a'a'rin,:.
stippiov
er va the adapter to-addA,
'fora! 0457dnrtn to the overall.,
;neigh'. AdapWi(s)shalfbe'prewired,
intlepe'ndent[g rotatafile35B";antis
CiaLa'g east as�osS rAvor W[fftao
iaiegral tens anal lanyard..
=PfwtorsR adaptershaltinrrde
sR mtemaf twistlpcN raoaptacta_
Photocell try Wgors..
SERVICING
? to Luminau'Sf'o fiave tooLtess service
aCoess fire Oear domp5raneF(t
opver and surge-suppressprsgall hw,
rttountetl tnapremred iray'v(itry flpick.
dSconnectS'lhatmay be teinovetl from`
'the gear compaMrant.,
ARM fG,
+ Laminate shaltl sUpdvor mounting arm'
an soith tgrae stainless steel
51J6-16 sat screws; - =
FINISH
Luminsirblihish shall consist of'atiye
Stage p7P,iteatroent regirneii vritha
ppfymerprimer sealeY oven dtynfP„etld
rop coaLQ Wdh'athamosetsupaTGIC
potY�stsr OWdet coat finish,
LurginaGe finish shall most a AAMA
665.2 yertorm?nce specification vrhrch-
includes passing- a 3000fiour soft sprag
test for cwTgsion resistance. '
CERTIFICATION
Lumma!te shall ba )herewith ETL,fo}._
oetdocr; sC 6a$� n' SA d Ci5 -2j
8750 and Canadian tiSA.Stif.C222i
no2W.'
WARRANTY 1 TERMSAND-:CONDgION,S<
,OF SALE.
Dorrrnldaih
hmxlFNttvrtiuFHtPlilipht ng rotp%'"ae�tRce„1
"ighting facts
�
EtehSti"u�q�ku3t,�aa-'..r/'� �`y9.999"i
arcs.
k o f rs�an
a
vW{YtiwLQCpplfy�pplyui. {!Ex Wsmrycrq'w
1 3 1
Prov[dOnceLED'_ page,4of..4LL tiATE tveE
5pecl "Cations
Weight. 291bss EPA: q;g6.
H. OUSING'
The upoer.11amp housing shall;ba die-cast aluminum.
The.internaf:reflettormddule is sealed from the outer
housiitg.wiftraone-piece, memoryretentive;rrlolded'
@llcotje gas et
glass lens sFiall be sealed
W thb housingwitha silicone gasket One stafolesssteeb
4 .._
latch"shalt Telease".;tfieddor;.
UPGRADE KITS
Feld f6placeable Upgrade k@sare available for PRQV-H
(HIl)/CFL) reflector models. Ah:eh6re EmtterDeck
mounting assembly i0 ludingj:driveccand 20LEtJ
MibroEmitters(60idiodes172:wafts) Isp(dvided,:See
irisfallation,instmctwns_forcomplete detaQ_s.
ELECTRICAL
50°C);12W277
ot^10;000=Amps using tfie,
wave. The surge protectai
Architectural Area Ughthij
10fAEasEGale Avei I City cf.lndustry I .EA 91745-
P 626,966,566$ 1 F.626.369.2695--1 aal.net
Design;pater s, Copyright.@2010Re, 117201a
M(CROEMITTER- REFLECTOR
Pr'ecl§f6h injection malded, high spec
aownward..No.fasteners are placed op tpo raflec'Iver
surface,.7he entire assembly. fastens to i§e housing a's
-49ne-peece module and features•widng quick-eonnects
for easy inststllatJ67 ,Siandard`cator fempeeatures for
Nlchia LEDs,'NSSL183 and N86W183, are-3 500K and
5100K. Rated laminous efficacy a,=4O'lffiv 7,with;raied
;light output of 22864 for 5100K LED'sf' da- mount;.
MieroErnitters°are.#feld replaceabll@;_
MOUNTING
Providence i - jg6torysupplied,asa complete,
pie=w red &S§6M lily The fitter,shall slip overa
?t it00mm open top pole or arm and secui edand
leveled with three stair steel setsordi a,
,FINISH
The finish consists of a fNe stage pretre`atmeptregih en
Wilke priiner sealer; oPegdry off,,3nd. top;
cdated�wWh,athermosetsupe'r7GIC polyester poWder,
coaf f ush..The finish shalt meet the AAMA 505.2
peddrmahce speelficationwhich includes passing`a
3000•hour salt splay test for cprraswn reasjfance}
CERTIFIGATION
Providence LED shall be iistiaoom. for outdbor Wei
location use. Conforms to LIL1593 and,CWh4gian GSA
,Std; .C22.2 no.250,standard. IP55.
jjj j «��� YEAR WARRANTY
13132 —,Ijgi;or&tiVe Pole
i.BASE. m.poLF
too arp*
2-COLOR
std darn C0161
VYK
lkkkwi
SL
ftm*
BIT
k&MR&
OB
DaBfm
CON
w 0-�
TT
rlu*m
WQd
*'&w&mw
MOB
HMWAfeblft
yo'
MAL
`Mc'
iuevisu&ar.
AGN
AXWp , m
a
lWav
F!e Iurffcafdf
SHKt s
East GWuAw'. I Ctybfiiiau*, Vektj*
166.S6 I f 626=26ss 1 -W"Z"�I'
P102012A FIEVaiZ
9PkCfh6AUONS
ynitoftawall trReW&% with W.
WARNINGS
:CQULm mu"aaxeici d
ItIc P0,4is to bil.
installed Inas'p�-I',jnd'm9b-(as ina lmtw by
ung"Iq%bW
CAUTION
polm.hmid nave' be'e ctad wWp= d'a
;IihT�e kmbiged
Anch*ibofts- *-Wft bo'ba—ep galvanized steel:
:I;aWn* hex ruts and tlat,vasheA�and h bctl
rciwldtehfpLma shd be pronged Mchor�bcgts,
fb,r PVO.;14fftt h'Gh w teSSera 314-s24` x,3",
Anchor boll fwTd0$�mere ftNT4FeeUJ1j E4a
'I5izIkxlv. -
CFRTIRCATtON
Cerb6e0,ULl598i6k6bidu,fce,"hA,CCI0416
OfANSIINFPA7Q.Nacna[E7eoV,cW[66Cf,"
Jos
TYPE,
NOTES.
SubmittedD SEtl, Inc. - Catalog Number, '( e ram.. +
��� Inc,
� Joh Name OB25F4x 488 O(3 YP� t y
-F12NOUf Ridge t toy /my+Ls •+
DiaNbofor. CED MAURICE mwrt IG 7 � „ ,: �'"
a 3TUAR7(9TUART)' (!
zSEf1,iNC.`k7-162gt',C. .r�., _w '.
D92 - Decorative Pole TrnE
S' ROUND (RD) &FLUTED (FL) gECORATIVE BASE
13 ENS(oNs
onaro�
oAu 1.
mnm.�rov
dI
EN(IIiEBnSE Wi�R1E![Ort+�
6USE41CLE.'w I ,. ACCESS
arow
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(aiorc'iaFgsvi`amawai.
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CCESs:
COLFA'.
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eonas�vo_w
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VIBl1!GC +i.CG/ERFALRY3 UPI'
VER .
W118LEFL([UfE1%]nli11NG4YU%MFTlLtt
.. BOlIbR1VIBY
M'aGTFS PCaE 6 UYiNG.00ryt1
Fnnf+i�acwmruuu+c url
. _ ARCHIIECTUPALARFA LIGHpNQ - --.
16565Eos(Gak Ave. lOkYdMdu-yf-CASUNS '
P128.96836641 F Sam 26WIvewmaalndt
Copy,igM 020121 REve.12
Mbmitted:On Jun 23, 2017
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