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CONSTRUCTION NOTE:, DATA FOR
STEEL AND FOUNDATION PERTAINING
TO SIZE AND AMOUNT, PROVIDED
BY OTHERS.
DISTORTION VACUUM FORMED
PANNED & EMBOSSED
.150" POLYCARBONATE FACE
SERVICE SWITCFI
DISTORTION VACUUM FORMED
PANNED & EMBOSSED
.150" POLYCARBONATE FACE
SERVICE SWITCH
SEE STUB DETAIL
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SERVICE SWITCH-'
READERBOARD
_-p. i (CITY! 2 )
---12- ROUND. SCHEDULE £+0
WALL THICKNESS .688"
PAINT PMS 187 RED
r REQUIRED LANOSCAPE MUM UE A MINIMUM DISTANCE
OF 5 FEET IN ALL DIRECTIONS. SUCH LANDSCAPED
AREA SHALL BE COMPLETELY COVERED BY NATURAL
DROUCsHT-'tQ1.fRANT GROUND GOVER AND 5HRUB5,
HEDGES OR SIMILAR VEGETATIVE MATERIAI.S.
GRACE
8,-1?-
1.-C1..
26'-gr
GRADE
EI F-_CTRICAI. NOT - ACTUAL # OF CIRCUITS TO BE
DETERMINED BY A I,N„C�� E1 E1C� CONTRACTOR.
TOTAL AMPS
# OF GKTS: 1 0 2U AMP(RECOMMENDED)
VOLTS: 120
ELECTRICAL CONNECTION AS FOLLOWS:
GREEN TO GREEN (GROUND), WHITE TO WHITE (NEUTRAL). BLACK 10 BLACK (POWER)
1!111; SIGN IF- INTENDED TO BE INSTALLED IN 4CCORDANCE %YITH 1HF REQUIREMENTS 417
ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL
CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF SIGN t
THE LOCATION OF DISCONNECT SWITCH AFTER IN`;NV LATION {HALT. COMPLY WITH .ARTK'I F TN _L TOGGLL SWITCH TO OPERATE
6006(A)(1) OF THE NATIONAL ELECTRICAL COT)[ (ON,IOFF) IN THE HOR17ONTAL
ALL SIGNAGE WILL RE (U.L.) LISTET?, (01) 2161 :I 'Il4id1 WI) cl,,IC', (U.I.) LABEI.:� NO ITIpN.
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OPCB =]ACRYLIC MACRYSTEEL
C�iLOR NO!.
- COP'!: 3!1 '13630-20 WHITE VINYL
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BAL rG',I!D: 3M #3630-44 ORANGE VINYL, 3M J3630-53 RED VINYL
CABINET ,. PFTAINERS: PAINTED TO MATCH #iB7C RED
•AL_ JINYL AP?LED 2ND SURFACE
H. i9ir_'VtNTURE CROSSINGS BLVO
PANAMA CITY, FL 332�0?
85Vt63m 9&2
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FAx a50-392-0673
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GE
POWER. SUPPLY (Off: 3) SIGNPLATEMINIMUM I" FROM INTEPIOR
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0
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GLE GUIDES
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MAIN ID
BILL OF MATERIAL:
8i
SOFT
PR0036
.150" CLEAR PCB
23
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SPLCOIO
{E" STEEL PLATE
46
LFT
SB0001
2"Xg" STEEL BAR
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SPLOG12
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8
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15
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SA.0001
1}"X1�"4" STEEL ANGLE
18
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�zA0006
2"X2"Xj" STEEL ANGLE
15
SOFT
A50027
.090" ALUM RETAINER
40
SOFT
A50021
.063" ALUM SHEET
30
EA
LEDO100
GE DS POWER STRIP
33
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AF0010-10
POWER STRIP MOUNTING RAIL
1
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ELT0041
DISCONNECT SWITCH
4
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(X2)
_ILOR NOTES: 3"
SEE PING DETAIL
- COPY: 3M #3630-2D WHITE VINYL
- BACKGROUND: 3M #363D-44 ORANGE VINYL.
12' ROUND
3M #363D-53 RED VINYL
SCHEDULE 80 PIPE
- CABINET & RETAINERS: PAINTED TO MATCH #187C '.=D STUB DETAIL
TALL VINYL APPLIED 2ND SURFACE (SCALE: 2X)
MA VENTURE CROSSINGS BLVD
PANAMA CITY, FL 32409
PH:a50-763-7962
JRJEN'-_
FAX: 850-392-0'073
Your total branding solution wuw.enierabranding.carr
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12"X12" SIGN PLATE DETAIL
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Fo- 6"
02" POWEROUT HOLE
12"
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01" HOLES
FOR 01'" BOLTS
16"
-oi
12
16"XW'xi" STEEL SIGN PLATE/MATCH PLATE DETAIL
SCALE:
2X (2) REO'D
P80 CAPSULE BILL OF MATERIAL:
74
SO=1
PR0029
.150" CLEAR PCB
15
SOFT
S01-0010
A" STEEL PLATE
20
LFT
S30001
2"Xi" STEEL BAR
36
LFT
S10016
2"X2"X16GA STEEL TUBE
3
SOFT
SPLOO12
g' STEEL PLATE
6
Lt 1
Sl'0036
6"X61'X4" STEEL TUBE
I
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SA0006
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19
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AS0027
.090" ALUM RETAINER
62
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.063" ALUM SHEET
28
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LED0100
GE DS POWER STRIP
27
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AE0010- 10
POWER STRIP MOUNTING RAIL
1
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EL710041
DISCONNECT SWITCH
4
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FILE LOCATION:
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%_ COPE STEEL ANGLE MOUNTS FOR
CONTINUOUS WELD SUPPORT STRUCTURE PER
REQUIREDENGINEERING REQUIREMENTS
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MOUNTING ANGLE ATTACHMENT DETAIL
SCALE: N.T.S.
P80 READERBOAP.D BILL OF MATERIAL (EACH?:
3e,
SOFT
PRO038
150" WHITE PCB
18
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SA0006
2"X2"X{l" STEEL ANGLE
46
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.09D" ALUM SHEET
24
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LED0550
24V GE TETRA MAX 7100K LEDS
1
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DISCONNECT SWITCH
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SEALTITE CONNECTOR.
1
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GE 24-100 POWER SUPPLY
8
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PTK0006
BOTTOM TRACK
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LFT
PTKD002
MIDDLE TRACK
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TDP TRACK
COLOR NOTES
- COPY: WHITE
- BACKGROUND_ 3M #3630-44 ORANGE VINYL (DRIVE THRU
ONLP)
- CABINET: PAINTED TO MAT i 87C RED
ININNNEWMEN %13 t:EN T LIRE CROSSINGS ENBLV[}
PANAiviA CITY, FL 32405
PH: d50-763-79
FAX. d50-352-0673
Your >`Otai branding soiution e.;v:f.enrral randing.mr,
24V GE WHITE TETRA MAY.
71ODK LEDS
WET{LOCATION DECAL
SEP.VACE SWITCH
1 _c" MANUFACTUP,ER AND UL DECAL
GE24-100 POWER. SUPPLY MINIMUM
J" FROM INTERIOR BOTTOM OF
ENCLOSURE
G VO -AGE DECAL
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24V GE WHITE TETRA MAX 7100K LED
TOTAL LENGTH: 24 LFT
GE 24-100 POWER SUPPLY
8'-1"X4'-2" READER BOARD
(2) REQ'D
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SIGN DESIGN DATA FOR FOUNDATIONS AND COLUMNS
'I RESPONSIBILITIES OF THE SIGN MANUFACTURER AND INSTALLER:
a.
Design the sign cabinet, board and face according to the sign
code, building code and UL
b.
Verify site conditions for conformance to wind speed, risk, exposure, topo and soil data
c.
Design shall conform to the following specifications: FBC,
ASTM,ACI-318, AWSC & AISC
2 ENGINEERS SCOPE OF WORK:
Design sign support column and foundation to meet structural requirements of Building
Code based on stated (not verified) site factors
a.
Wind constrols structural design for MWFRS
b.
Size and shape based upon sign manufacturers drawing (Part of this package)
3 DESIGN DATA
Florida Building Code 2017
SIXTH EDITION
National Electric Code
2014
Design Wind Speed Vult
159 MPH
Design Wind Speed (Nominal) Vasd
123 MPH
Risk Category
11
Surface Roughness
B
Exposure Category
B
'�
Internal Pressure Coefficient
N.A.
Components and Cladding
N.A.
ASCE 7 - 10
Chap 29 (Solid Freestanding Walls and Signs)
29
Sign Height
30 FT
Kz Table 29.2.1 p.310
0.57
Kzt Sec 26.8.2 p. 254
1
I(d Table 26.6-1 p. 250
0.85
qz 0.00256 * Kz * kzt * Kd a Vult
31.36 PSF
G Gust effect factor
0.85
la
Cf Force Coefficient 29.4-1
Sign Width B
3.8 FT
Sign Height s
36.4 FT
Distance -Ground to Top of Sign h
36.4 FT
Clearance ratio s/h
1
Aspeci"ratio B/s
0.1
p Design Pressure qz*G*Cf Vult
45.3 PSF
Vasd
34.9 PSF
4 MATERIALS For CONSTRUCTION
i a
Structural Steel A36 Fy
36 KSI
b
Structurai SiEel Tubing A53 Gr B Fy
46 KSI
1
c
Structural Aluminum Tubing 6061-T6 Fy
20 KSI
d
Lumber S.Y.P. Fb
1.6 KSI
e
Anchor Bolts A 307
f
Connection Bolts A 325
g
Reinforcing Steel Gr40
h
Concrete fc
3000 PSI
5 WELDING
a
AWS Latest Edition
b
Welders Certified
c
Electrodes
E70XX
d
Aluminum Design Manual
6 SOIL CAPACITY
a
Sign Installer to Verify
b
Bearing Capacity
Z000 PSF
�. c
Sides Per foot of Depth
200 PSF
d
Field test by Installer if necessary
t,
7 SIGN COLUMN BENDING
a
Number of Columns
1
b
Section Modulus Required S=M/Fb/No.Columns
S6.713 IN^3
c
Foundation Depth:
8 FT
Rectangular
3.0 x 3.0 FT
FOUND DIAMETER
3 FT
Wind Loading Criteria (ASCE 7-10)
Wind Velocity (mph)
Risk Category 11 } Typically All signs are Risk Category I
Exposure Category ° Don't Know your Exposure Category?
Overall Design of your Sign
How many posts will your sign have?
1
Is your post Constrained or Nonconstrained7
C'-ut..it 1hi J
Total height of your sign, from the ground to the top (ft.)? (A)
:iti ;
Vertical Dimension of your sign (ft)? (B)
38 !
Horizontal Dimension your sign (ft)? (C)
3
What percentage is your sign open for wind to flow through? (?/)
i'''o • Must be less than 30%
d13 Q
Post Material and Footing Design
What Material will be used for your post(s) ? '" °
OK - Post Is Approved For Use
Your Post is 66.1 % Utilized
hat is the Shape of the Steel Post? °
hat is the size of your Steel member? °
hat is the type of Soil that was encountered at the location of your sign? (If unsure, Select 4. Sand )
i What is the diameter of your footer (ft)? (D) t"' (36 in.) (FOOTER CAN BE ROUND OR SQUARE)
(FOOTERS LESS THAN 18" MUST BE REVIEWED ON A
SITE SPECIFIC BASIS. SUBMIT A CUSTOM PROJECT
HERE.)
The minimum size of your footing should be 36 in. Dia x 89 in. Deep
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