HomeMy WebLinkAboutSIGN SET-UPib-lo--cbM
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ST. LUCIE CO
BUILDING D ISIO
REVI ED
FOR C PLI E
REVIEWED
DATE
PLANS AND P RMIT
MUST BE.KEPT N JOB OR
NO INSPECTION ILL BE MADE
THESE PLANS AND ALL PROPOSED WORT(
ARE SUBJECT TO ANY COPIRFCTIONS
REQUIRED BY FIELD INSPECTORS THAT
[LAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES. i
CONCFALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILM OF THE
CONTRACTOR OF RECORD
7061 US Highway 1, Port St. Lucie, FL 34952
SCANNED
BY 8' 6"c/c
;t Lucie County Newpolesection
1601.
12' 2.94"
4,4„ 3.6n 14W U T E R RA
PARKING LOT SIDE 6 0 W E L L N E S!
2° 2' 4.00"
1 6
Scale: 1/4"=1' Existing pole
• PC!;Tp Nh 3e1C
PAWONE 975C
® "AN10N:: 36ir.
2of6
2" x 2" alum. angle w/.080" alum.
skin. 2" retainer.
• PANICNE VIC
OPANTONE
W"11 E
• 8LACK(REVEAL)
• PANTONE3035C
1' 4"
a.
Volt: 120 -Power is based off 120 volt.
If signs use anything other than 120 volt,
then a difference in price will apply or a step
down transformer will need to be used.
New Pole
4" x 4" x 1/4" A500 steel tube
Augered footing: 2' dia, x4' deep.
3,000Ib concrete
STREET SIDE
Electrical disconnect
Cut-thru backed -up letters
Light white by night
y : No 0044089
R�
9:
p,,: STATE OF
hn J. Orlando PE LLC
Conforms to the requirements of job 5018L5G
5 Old Ridge Road
6th Edition (2017) Florida Building Code
aeon, GA 31211 478 731 5394
section 1609 and ASCE 7 10
rlando@cox.net
Ultimate design wind speed V(ult) =170 mph
)rida registration # 0044089
Exposure category=C Risk category =11
Print 5614BR-7 Date. 71/8/18 Installation Method
ES# 4237-4 Line 13 Aw
6 =Critical Dimension for UL FILE NO. E70436
Internal Quality Control
LAURETANO
S; 1 G N G R O CJ; P
1 Tremeo Drive. Terryvllle,CT06786 • Phone: 860582.0233
signs@lauretano.mm v Jaureteno.mm
7061 US Highway 1, Port St. Lucie, FL 34952
ANGLE WELDED TO FRAME
v t
1" ANGLE CHEM. BONDED AT BACK OF FACE
SECURED WITH SCREWS FROM
TOP AND SIDES EVERY6" ±
1 " X 1"X.125" ALUMINUM TUBE FRAME
.375" x 5.5"THRU-BOLT
2" X 2" X .25" ALUMINUM ANGLE
NOTE THAT ANGLE AT BOTTOM
OF CABINET ARE REMOVEABLETO
FACILITATE GETTING EXISTING POLE
AND MATCHPLATE INTO CABINET
No 0044089
Tt
STATE OF
PROCEED TO PRODUCTION
AUTRORIZOSIGNATURE DATE
3of6
9
1 1 0"
2" r 4" ----1 2" I t 1"
ES# 4237-4 1 Line 13
�j=Critical Dimension for ULFILENO.E70436
Internal QualityControl
El
CHEM. BOND ONE FACE
INTO PLACE
1/8" ALUMINUM
4" X 4" X 1/4" A500 STEELTUBE
CUT-THRU BACKED -UP
W/.125' WHITE ACRYLIC
W/ FIRST SU RFACE APPLIED
TRANS. PSV STUDS WELDED
TO BACK OF FACE.
SLOAN PRISM BEAM LED
3 POWER SUPPLIES
120V / LESS THAN 6 AMPS
J. Orlando PE LLC
)Id Ridge Road
n, GA 31211 478731 5394
ndo@cox.net
la registration Al 0044089
Conforms to the requirements of Job 5018LSG
6th Edition (2017) Florida Building Code
section 1609 and A5CE 7 10
Ultimate design wind speed V(ult) =170 mph
Exposure category =C Risk category =11
LAl.II�ETANO
S CG I N G R O U P'
1Tremro Drlve.Tenyr0e,R06786 • Phwm BW.%IW3
signs@lauretanvs w Jauremne.mm
John J. Orlando PE U-C
Conforms to the requirements of job 5018LSG
165 Old Ridge Road
6th Edition (2017) Florida Building Code
Macon, GA 31211 478 731 5394
section 1609 and ASCE 710
jjorlando@cox.net
Ultimate design wind speed VIA) =170 mph
Florida registration 60044089
Exposure category =C Risk category =ll
a
�. ,....._.....
;%GENS+�,�O°°°s 7061 US Highway 1, Port St. Lucie, I'L 34952
NO 0044089 .. ' I BL)A 11 I`__ o II .I
tf J.
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t
rn
w
P
Install 4" x 4" x 1/4"
WO �O
UP
r
A500 steel tube w/ matchplate.
O
Z.
Existing matchplate:13.875" L x 8.5" W
0 1'^r
ELEC
RIC '
Survey of matchplate holes required.
1 10.Oft
O
�p O
3' 9etback (from sign
B0):
Existing 4x4 pole.
.0.
operTy-lme
1 < J
Exact verticle location TBD.
c
to
W
2' 4" pole ht.
12' 6.00"
New 4x4 steel pole
U
I
Q
`41
IL
CL
T setback
8' 6"c/c
31;
`
T of landscaping
-----
around all sides
of sign
21
1T6"
�I
1;
POST
�+
U
•----------
---------------- -
1'
o
SIGN
`1.
J
1/2"IR F
-
N
NO
ID
` �I
CONC
ASPHALT
1
4 i
PAVEMENT
`
INLET
`
'
r
o
SIGN
L1
SQL
f1
Print
ESM
56146R-7
Date 11/8/18
LAU ETANO
4237-4
Line 13
ULFILENO.E70436
S I G IV IL G R O U P
1 Tre ncothive. Te"yvllleXT06786 • Phone: 860S81.0333
4 6
d8ns@hunt o< vnewlamuno.wm
6.•
11011 -
wi
Job name
Job#
Company:
Installation location:
Surterra Wellness Port St.. Lucie
5018LSG
ILauretano Sign Group
i70S1 US Highway 1, Port St. Lucie FL 34952
Section 3107 and 1609 of Florida Building Code 2017 applies:
Chapter 29 of ASCE 7-10 (Wind Loads on Other Structures and Building Appurtances) applies
Type of structure:
pylon
Risk Category:
I
Ultimate design wind speed, figure C, FBC 2017, section 1609:
r7l70 mph
Wind stagnation pressure (qz) per 1609.6.3 FBC 2017
50.7 psf
Design wind pressure conversion factor
0.77
Gust effect factor (G) ASCE 7-10 26.9.1
0.85
Widest part of sign face (B)
16.00
Height of sign face (s)
6.00
Overall height of sign (H)
6.00
Aspect ratio (B/s)
2.67
Clearance ratio (s/H)
1.00
Force Coefficient Cf from Figure 29.4-1, ASCE 7-10
1.4
Wind pressure (p) multiplied by design wind pressure conversion factor and Cf
46.4 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=ill Facto Af p F H
M (base)
(ft) (ft) (sf) (Ibs) (ft)
(ft-Ibs)
16.0 6.0 1.0 96.0 46.4 4458 3.0
13375
0.0 46.4 0
0
0.0 46.4 0
0
0.0 46.4 0
0
Total 96.0 4458 3.0
13375
3. Determine depth of embedment, D in feel
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) : 4 ft (Si) =
1200 psf
- number of posts= 2 Load per post (P)=
2229
-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)= 2
D (ft) = 4.0
Alternatively, Section 1807.3.2.1, Equation 18-1
A=2.34P/S1'b= 2.17
D=0.5A((1+(1+(4.36h/A))A0.5)= 4.0 feet
4. Determine required section modulus (in A3) at base
max stress = (P'(H)'12)/section modulus
max stress < allowable stress
for outdoor signs, allowable stress < (0.66)(yield strength)
material
yield strength (modulus of rupture)
required section > (P'(H)'12)/((0.66'ys))
At base, minimum section modulus =
Use 4" x 4" x 1/4" tube section modulus (Wx) _
References: Structural Engineering Handbook, GaylordBGaylord editors,
Fourth edition, McGraw Hill, NY 1997
ASCE 710
The 6th Edition (2017) of the Florida Building Code
Mechanics of Materials, Beer and Johnston, McGraw Hill, NY 1981
ICBO Evaluation Report No. 4016
SBCCI Compliance Report No. 9368
Standard Handbook for Mechanical Engineers, T. Baumeister and
L.S. Marks, editors, Seventh edition, McGraw Hill, NY 1967
John J Orlando PE 0044089
165 Old Ridge Road
Macon GA 31211
(478) 784-2226
A500 I
46000 psi
•
2.6 inA3
4.4 in43 M �
sheet 6 of 6
STATE OF