HomeMy WebLinkAboutSIGN PLANSe5250 S U51, Ft. Pierce, FI 34982 • FIB:
THIS SIGN CONFORMS TO THE REQUIREMENTS {' 8'-0" OF FLORIDA BUILDING CODE 2010
ULTIMATE DESIGN WIND SPEED V(ULT) = 150 MPH ._
RISK CATEGORY = I
EXPOSUREC
INTERNALLY ILLUMINATED DOUBLE SIDED SIGN
STRUCTURE:
FABRICATED ALUMINUM SIGN EXTERIOR WITH INTERNAL ALUMINUM
ANGLE FRAME CONSTRUCTION
ILLUMINATION:
SIGN TO HAVE INTERNAL 800 M.A. H.O. FLUORESCENT LAMPS
ON 12" CENTERS AND INTERNAL BALLASTS
INSTALLATION:
SIGN MOUNTED ON SINGLE VERTICAL STEEL 8"SQUARE STEEL
SUPPORT POLE WITH DIRECT BURIAL CONCRETE FOUNDATIO
�a®®.......... I"Be TYPICAL POLE TO SIGN
L s� CABINET CONNECTION Better
�,�.•'��• - 94, �DETAILED ON SHEET
Wna
5" SCH40 ASTM A53grB STEEL PIPE
1C1 �I SCANNED
�sIN, S�'i BACK RBA, St. Lucee'eunt\
FRONT 8 X 8" X 5/16" WALL ASTM A500 STEEL TUBE t
BIDES SECTION MODULUS =23.71NA3
IDES
CNRS�MINIMUM REQUIRED=23.2 INA3 1
I
REAR
LNG.
TECH
5' 6" DIAMETER X 5' 0" DEEP
3000 PSI CONCRETE EMBEDMENT NOTE: ANY SHAPE AT LEAST 5'6"WID I'o o
IS ACCEPTABLEO
hod �b"obo
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RCK Auto Sales 18'OAH sign
by Glomaster Signs
John J. Orlando PE LLC
165 Old Ridge Road
Macon, GA 31211 478 731 5394
Florida registration # 0044089
sheet 1 of 3 scale: 3/8"=1'0"
job 0315GM
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„M16FALEB FASTENERS ORATTACNII
ARE THE RESPONSIRIM OF NE
man OFWOrm
mold'
5,250 S U,S1, Ft. Pierce, FI 34982 CON ApEtHEA�p(1N51611nY OFTN�
ALUMINUM
ANGLE RETAINER
TYPICAL SIGN CABINET SYSTEM
BOX FRAME AND SADDLE DETAIL
SUPPORT
L
CopyEO
EE
O. GRADE
ALUMINUM
ANGLE RETAINER
SYSTEM
2"x 3/16"ALUMINUM
ANGLE BOX FRAMING
STEEL ANGLE
SADDLE
'Oory
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLIANC
REVIEWED BY
DATE - O
PLA SAND PER IT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
RCK Auto Sales 18'OAH sign
by Glomaster Signs
John J.Orlando PE LLC
165 Old Ridge Road
Macon, GA 31211 478 731 5394
Florida registration # 0044089
sheet 2 of 3
job 0315GM
z
6(r
ALUMINUM
CLADDING
ALUMINUM ANGLE
CROSS MEMBER
ALUMINUM
ANGLE RETAINER
SYSTEM
STEEL SADDLE
BOLTED TO ALUMINUM
FRAME WITH 3/8"NUT & BOLTS
THESE PLSsYS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECI"S THAT
MAY BE NECE96ARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
THIS SIGN CONFORMS TO TH E REQUIREMENTS
OF FLORIDA BUILDING CODE 2010
ULTIMATE DESIGN WIND°BOEI %OffQ,* 150 MPH
RISKCATEGORY=1 J:"ORC poi
EXPOSURE a%\Og0o�i
AMU FASTENERS ORASTACHAm
Job name IRto Sae ls 0315G
Job# 0315GM
Installation company: GloMaster Signs
Installation location. 5250 S US1, Ft. Pierre, FI34982
Section 3107 and 1609 of Florida Building Code 2010 applies:
Chapter 29 of ASCE 7-10 (Wind Loads on Other Structures and Building Appurtances) applies:
Type of structure:
Risk Category:
Ultimate design wind speed, figure C, FBC 2010, section 1609:
Wind stagnation pressure (qz) Table 1609.6.2 (1) FBC 2010
Design wind pressure conversion factor
Gust effect factor (G) ASCE 7-10 26.9.1
Widest part of sign face (B)
Height of sign face (s)
Overall height of sign (H)
Aspect ratio (B/s)
Clearance ratio (s/H)
Force Coefficient Cf from Figure 29.4-1, ASCE 7-10
Wind pressure (p) multiplied by design wind pressure conversion factor and Cf
pylon sign
I
1.50
mph
57.6
psf
0.77
0.85
8.00
18.00
18.00
0.44
1.00
1.2
45.2
psf
2. Calculate wind load and turning moments at base by the provisions of the alternate all -heights method
in Section 1609.6. Wind shall be assumed to come from any horizontal direction and
wind pressures shall be assumed to act normal to the surface considered.
Hor Dim Vert Dim Fill Factor Af p F H
M (base)
(ft) (ft) (sf) (Ibs) (ft)
(ft-Ibs)
8.0 18.0 1.0 144.0 45.2 6514 9.0
68630
0.0 45.2 0
0
0.0 45.2 0
0
0.0 45.2 0
0
Total 144.0 6514 9.0
58630
3. Determine depth of embedment, D in feet
From Table 1806.2, class 4, sandy soil, lateral bearing pressure below grade=
150
psf/ft
Per 1806.3.4 Increase for poles, tabular value time 2 =
300
psf/ft
Assume depth of hole (D) = 5 ft (Si) =
1500
psf
- number of posts= 1 Load per post (P)=
6514
-from p. 5-81, Structural Engineering Handbook:
D=((1.18-P)/(b-S1))•(1+(SQRT(1+(1.88•b•S1 •H/P))))
assume b (ft)= 5.5
D (ft) = 5.3
Alternatively, Section 1807.3.2.1, Equation 18-1
1.85
A=2.5A((l+
1+
D=O.5A((1+(1+(q:36h/A))^0.5)= 5.3 feet
*�
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4. Determine required section modulus (in ^3) at base
max stress = (P'(H)`l2)/section modulus
max stress < allowable stress
for outdoor signs, allowable stress < (0.66)(yield strength)
steel grade
yield strength
required section > (P•(H)'12)/((0.66•ys))
At base, minimum section modulus =
Use 8" x 8" x 5/16" wall steel tube, section modulus =
References: Structural Engineering Handbook, Gaylord&Gaylord editors,
Fourth edition, McGraw Hill, NY 1997
ASCE 7 lYe AIBIp�O 0
Florida Building Code 2007 with 2009 suppliils((��
Mechanics of Materials, Beer and Johns Mc ;aVp,ryy7od,
ICBO Evaluation Report No. 4016 •;GE N S"c••., p
SBCCI Compliance Report No. 93680� O; �,
Standard Handbook for Mechanical jing aec,�„�. 0$urA�sie�' arid
L.S. Marks, editors, Seventh edition.McGraw Hill, NY 1967
1'4 •- /arnT t- O�
John J Orlando PE 0044089 O r
165 Old Ridge Road
Macon GA 31211 °°j�0 O•••�,/
(478) 794-2226 .1
A500
46000 psi
23.17 in^3
23.70 in^3
sheet 3 of 3
Plaskolite DURAPLEX Prt, lies! Physical,, Chemical; Mechanical b• ientral mperite... Page 3 of5
DURAPLEX DURAPLEX
TL-"ST' DURAPLEX OPTIX S605 DURAPLEX OPTIX SGI0
PHYSICAL METTIOD UNITS 30%. (50%) 70% (10()0/0)
Specific ASTM D-
Gravity/Relativc
7921SO
1,181.18
1.17L17
1:r61.i6
I_I;SL1,5,
Density
) 183
Light
AS',CM D--
Transmission -
10033180
No%
9292
9292
9090
9090
Total
13468-1
Light
ASTM D-
Transmission -
Ip031SO
22.
22
>3>3
>3>3
lfize
14782
Water Absor bon
1'
ASTM D-
yo t y
0,303
0.305
0303
0.30.3
Obis662
U4°io
M71tlShrinktige
ASTt41' D-
miisfin%3-603-0.6
3-603-().6
3-W1-0;6
3-60.3-0.6
955
` E8T
MECHANICAL
METTIOD
UNITS
ASTM D-
Tensile Strength
63$ISO
psimpa
527
Tensile Modulus
ASTM D-
Elasticity
fi38iSt)
psiMPa
of
527
ASTM D-
Plexural'Strength
746180
psiMPa
1,78
DURAPLEX DURAPLEX
DLIRAPI.EX OPTTX SGO5 DURAPLEX 0PT'IX SG10
9,00062 8,00053 7,10049 5,600.19
376,0.002t592.340,0002344 304,0002.096 230,0001,724
I-4)094 12,60083 L0,61073 8,30057
jzod Impact ASTM D-
Strength-- 2561SO ft-lhlm
otchk l to
0632
0.737
0.948
1.159
Malifed Notch 180
Bali Drop Impact DIN 52306
Pis$Pass:
PassPass
PassPass
Passl'ass
2ackwell AS`,I;M D-
Hardness: 78515t3
M-78M-78
M-68M•68
M-5{)M-59
M-46M-46
2039-2.
DURAPLEX
DURAPLEX
..<
TEST
DLIRAPLFX
OPTIX SGOS DURAPLEX OPTIX SG10
THFRMAL ME11-1013 LJN117S
30%
(50%)
70%
(100%)
Deflection ASTM D--
Temperature 6481SO °F°C
19892
19490
19098
"'.18595
?64 psi (I,8'
MP.u)
,,Coefficient of ASTM M U-
17 ermal int{in °I% } z 10' 3.56.3 x 10-3
6461SO
4T2'x 10-5
4:58.1 x 10-5
59.0 x 16-5
Expansion- 'IWC
11359
30 to'a0-C
('anmilehticl' AIM D
�aani' tectnfmnt 0:8� 16 `
;' I 4 1S':
-
LJ33 f9 19,7 4ti?
3urnuzgRaie)635-m
Flammability DIN 4`.102.
52E2
B2B2
132B;
B2B2_
Smoke ASTM D-
ofoofo
5.25:2.
8.58.5
11.51 1.5
16.516.5.
Density Rating 2843
Self -Ignition, ASTM D-
212412015