HomeMy WebLinkAboutM50 DF Monument Signa
MW
NO
10'-0 1 /2"
.FRONT VIEW SIDE VIEW Scale: 3/8"=1'-0"
10'-01 /2" brick base
M50- HWL DF MONUMENT SIGN W/ PAN EMBOSSED FACES & BRICK BASE, 8' OAH
Customer: DOLLAR GENERAL Description: M50 DF monument sign Customer Approval: NOTE: Unless specified by customer, all depth of embossing will be
8' OAH; Brick base; HWL determined by Everbrite Engineering or existing customer specifications on file. Colors and graphics
Project No: 435101 Scale: 3/8"=1'-0" on file will be used unless otherwise specified by customer.
Date: 8/21 /20 Drawn By: CH Please read carefully, check appropriate box and fax ❑ Sketch OK as is
Location & Site No; 8730 Virginia Ave/SR 70 Revised: back to Everbrite: New sketch required
Fort Pierce, FL DG08736 Revised: SIGNATURE DATE
10.
Scale: 1/2"=1'-O"
FERRIN
SIGNS
DESIGN PROPOSAL
10'-0 1 /2"
2'-011
10'-013
CLIENT: DOLLAR GENERAL
LOCATION: FT PIERCE, FL.
DESIGN #1120017
DATE: 11/10/20
SALES: D. MAY
DESIGNER: J. LUZURIAGA
SCALE: AS NOTED DISK:DRAW 2020
This item' en electronically signed and sealed by
John J. Orlando, PE using a Digital Signature and date.
Printed copies of this document are not considered signed and
sealed and the signature must be verified on any electronic copies.
i
Aluminum over 1 1/2"x 1 1/2"x 3/16 J o h n J. O r l a n d &igitally signed by John J. Orlando
-' iminum angle frame full weld , Date: 2020.11.13 09:17:51-05'00'
connections
)w voltage LED power supply house with in cabinet
kite LED strip modules
I AMP toggle type disconnect switch side of cabinet
) 1/2" threaded thru bolts
i
15" steel -'matching plates fully
connections
1
I
k base by others
6" x 3' x 10' concrete pad
)e (By Sign Contractor)
2' round concrete footer
SIGN TO BE LISTED AS PER N.E.C. 600.3
ALL COMPONENTS TO BE U.L. LISTED & APPROVED
ALL FABRICATION & USE OF SAID COMPONENTS TO MEET OR EXCEED
LOCAL & N.E.C. REQUIREMENTS
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No 0044089
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STATE OF
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REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
B®CC SOILEEL BEARING CAP,2,500 P.S.F.
CONCRETE 2,500 P.S.I. @ 28 DAYS
ALL WELDS FULL PENT. ALL
HARDWARE NON -CORROSIVE
Complies to
NEC 2014
nec r,.npv
Emu=1k "h s h �o n 1.Orl�Conforms to the requirement of a 6th Edition (2017)
165 Old Ridge Road of the Florida Building Code sections 1604,1609, 3105, H
UNDERWRITERS Macon, GA 31211 478 7315394 V(ult) =160 mph
UL LaBORATORI® jjorlando@cox.net Exposure category= C job 15220FS
LISTED
ELECTRIC SIGN Florida registration # 0044089 Risk category = II sheet 1 of 2
THIS DRAWING WAS CREATED TO ASSIST YOU IN VISUALIZING OUR PROPOSAL. THE ORIGINAL IDEAS HEREIN ARE THE PROPERTY OF FERRIN. PERMISSION TO COPY OR REVISE THIS DRAWING CAN ONLY BE OBTAINED THRU A WRITTEN AGREEMENT WITH FERRIN. SEE YOUR SALES REPRESENTATIVE OR CALL THE OFFICE OF FERRIN SIGNS INC.
Job name Dollar General
Job# 15220FS
Company: Ferrin Signs
Installation location: 8736 Virginia Ave., Ft. Pierce
This it ' ; been electronically signed and sealed by
John ., ido, PE using a Digital Signature and date:
Printea copies of this document are not considered signed and
sealed and the signature must be verified on any electronic copies.
John J. Orland
Section 3107 and 1609 of Florida Building Code 2017 applies:
Chapter 29 of ASCE 7-16 (Wind Loads on Other Structures and Building Appurtances) applies:
Type of structure:
pylon
Risk Category:
II
Ultimate design wind speed, figure C, FBC 2017, section 1609:
160 mph
Wind stagnation pressure (qz) per 1609.6.3 FBC 2017
44.9 psf
Design wind pressure conversion factor
0.77
Gust effect factor (G) ASCE 7-16 26.9.1
0.85
Widest part of sign face (B)
10.04
Height of sign face (s)
8.00
Overall height of sign (H)
8.00
Aspect ratio (B/s)
1.26
Clearance ratio (s/H)
1.00
Force Coefficient Cf from Figure 29.4-1, ASCE 7-16
1.4
Wind pressure (p) multiplied by design wind pressure conversion factor and Cf
41.1 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 DimFill Factoi Af p F H
M (base)
(ft) (ft) (so (Ibs) (ft)
(ft-Ibs)
10.04 8.00 1.0 80.3 41.1 3305 4.0
13218
0.0 41.1 0
0
0.0 41.1 0
0
0.0 41.1 0
0
Total 80.3 3305 4.0
13218
3. Determine depth of embedment, D in feet
From Table 1806.2, class 4, sandy soil, lateral bearing pressure below grade= 150
Per 1806.3.4 Increase for poles, tabular value time 2 =
300
Assume depth of hole (D): 5 ft (Si) =
1500 psf
- number of posts= 1 Load per post (P)=
3305
-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) = 4.9
Alternatively, Section 1807.3.2.1, Equation 18-1
A=2.34P/S1*b= 2.58
D=0.5A((1+(1+(4.36h/A))^0.5)= 4.9 feet
4. Determine required section modulus (in^3) at base
max stress = (P*(H)*12)/section modulus
max stress < allowable stress
for outdoor signs, allowable stress < (0.66)(yield strength)
material
A500
yield strength (modulus of rupture)
35000 psi
required section > (P*(H)*12)/((0.66*ys))
At base, minimum section modulus =
6.87 in^3
Use 6" SCH40 steel pipe, section modulus (Wx) =
8.49 inA3
References: Structural Engineering Handbook, Gaylord&Gaylord editors,
Fourth edition, McGraw Hill, NY 1997
ASCE 7 16
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
Digitally signed by John J. Orlando
Date: 2020.11.13 09:18:22-05'00'
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No 0044089
STATE OF :�4U
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psf/ft
psf/ft
sheet 2 of 2