HomeMy WebLinkAboutENGINEERING® 1..1 / ® _
CARL E. THOMPSON, JR. P.E.
Serving the Industry Since 1984
Phone: (423)781-7336 Fax: (423)781-7337
Email:carl@tesengrs.com Website:tesengrs.com
Mailing Address: P.O. Box 1500, Englewood, TN 37329
Project #: 011217 DWG #: EB-6962
Family Dollar Wall Sign 4'-4" x 10'-4 1/2" - South (Entry) Elevation
Florida Building Code 6th Ed. (2017) (ASCE 7-10) VuLT = 160-mph Structural Calculations
Location: Family Dollar, 3214 Avenue D, Ft. Pierce, FL 34950
for
� 2 ..f/ mIndustries
e/hc.
Address: 6434 Burnt Poplar Road, Greensboro, NC 27409
Phone:336-668-2791 www.aIIen1ndustries.com
P.O.# 165322
is
V
No. 36539
STATE OF
February 9, 2018
This document is for the sole use of C.E.T. and his designees. Unauthorized use is strictly prohibited.
Pro,
family Dollar 4'4" x 10'-41/2" Wall Sign
COET Section
CARL E. THOMPSON, JR, P.E. Wall Fastener Design
P.O. Box 1500, Englewood, TN 37329 Calo, by Dale Chk'd by
Phone: (423) 781-7336 Fax: (423) 781-7337 D.J.W. 2/9/2018 C.E.T
Job Rel'
Project;;: U11218
DWG #: EB-6962
Sheet no./rev.
2
Date
2/9/2018
= -o; zigir8
%O
STATE OF
. <C•" •. 4 O 001
O
WIND LOAD & FASTENER DESIGN
*14nrrrnl►��"``
WIND LOADING (ASCE7-10)
In accordance with ASCE740 incorporating Errata No.1
and Errata No. 2
Using the components and cladding design method
Tedds calculation version 2.0.20
Building data
Type of roof Flat
Length of building
b = 100.00 ft
Width of building d
= 85_00 ft
Height to eaves
H = 22_00 it
Height of parapet hp = 3.00 ft
Mean height h
= 22_00 It
General wind load requirements
Basic wind speed V = 160.0 mph
Risk category
II
Exponent coef (f26.6-1) Kd = 0.85
Exposure category (G.26.7.3) C
Enclosure class (d.26.10) Enclosed buildings
Int pres cost+ve (1-26.11-1)
GCp;_p = 0.18
Int pres coef -ve (T26.1 1-1) GCPI_n=-0_18
Parapet int. press. coef +ve GCP;_pP = 0.18
Parapet int. press. cost-ve
GCP;_np = -0_18
Gust effect factor Gl = 0.85
Topography
Topo factor not significant Kn = 1.0
Velocity pressure
Velocity pressure coefficient K, = 0.92
Velocity pressure
qh = 51.0 psf
Velocity pressure at parapet
Velocity pressure coefficient K, = 0.94
Velocity pressure
qp = 52.4 psf
Peak velocity pressure for Internal pressure
Peak velocity pressure - int q; = 51_03 lost
Equations used in tables
Net pressure p
= qh x [GCP - GCPI]
Parapet net pressure p
= qp x [GCP - GCPI1,]
Components and cla ding pressures - Wall (Figure 30.4-1 and Fi ure 30.4.2A
Component
Zone
Length
Width
Eff. area
+GCP
-GCP
Pres (+ve)
Pres (-ve)
011)
(ft)
(ft)
(Psi)
(psi)
Family Dollar
5
4.3
10.4
45.0
0.80
-1.05
Pul.T=49.8
PULT=-62.9
4" x 10'-4 1/2"
PASD=29.7
ASD-37.7
Overall Sign
_�5_---2.0-=--7.2
--
14L4--=----0:87-
-
A-.21-PUT=53.8--
qLT=-70.9=
4" x 7'-2 1/2" Cloud
PASD=32.3
PASD=-42.5
Dollar
5
2.0
6.9
13.7
0.88
-1.22
UST=54.0
PULT=-71.2
4" x 6-10 3/8" Cloud
ASD=32.4
PASD=-42.7
Family Dollar
5
-
-
5.9
0.90
-1.26
PULT=55.1
PULT=-73.5
3" Dia Logo
PASD=33.1
ASD=44.1
This document is for the sole use of C.E.T. and his designees. Unauthorized use is strictly prohibited.
' PM,
COE•- raiilily Dollar 4'-4" x 10'4 1/2" Wall Sign
*TO Section
CARL E. THOMPSON, JR., P.E. Wall Fastener Design
P.O. Box 1500, Englewood, TN 37329 Cale. by Date Chk'd by
Phone: (423) 781-7336 Fax: (423) 781-7337 D.J.W. 2/9/2018 1 C.E.T
24" Family Cloud (Worst Case)
Allowable Stress Wind Pressure, PAS' = 0.6' 70.9 psf = 42.5 psf
Component Effective Area, AreaEae,;,, = (24 in) x (7 ft + 2.5 in) = 14.417 flz
Total Pull -Off Wind Load, PTow = AreaEa elv, x PAso = 613.285 lbs
Total Number of Fasteners in Tension, NF„,en„ = 6
Pull -Off Load Per Fastener, PFaa = PTood / NF o, = 102.214 lbs per Fastener
Letter Dead Load Shear, SDa d = 175 lbs (Conservative Approximation)
Shear Load Per Fastener, SF.. = SDcod / NF.n = 29.167 lbs per Fastener
Job
Project* 011218
DWG #: EB-6962
Sheet nolrev.
Date
2/9/2018
5.9• ,i
-o
��• STATEt/18 OF
A p..'
IVA L.
Allowable Fastener Capacities
Fastener Diameter
Shear Allowable
Tension Allowable
0 Fasters Req'd
8 Fasters Used
Fastener Type
(in)
Load (Ibs)
Load (lbs)
Worst Case
Worst Case
Component
Component
Through Bolt WBacker
3/8"
500 lbs
30016s
=3
6
24" Dollar Cloud
Allowable Stress Wind Pressure, PAS, = 0.6' 71.2 psf = 42.7 psf
Component Effective Area, AreaEa„dvo = (24 in) x (6 ft + 10.375 in) = 13.729 to
Total Pull -Off Wind Load, Prow = AreaEae,;v, x PASD = 586.510 lbs
Total Number of Fasteners in Tension, NF,,,,o,,, = 6
Pull -Off Load Per Fastener, PF�, = PTo„, / NF�e,,, = 97.752 lbs per Fastener
Letter Dead Load Shear, SD=d = 175 lbs (Conservative Approximation)
Shear Load Per Fastener, SF.. = SDmd / NF�o,en = 22M lbs per Fastener
Allowable Fastener Capacities
Fastener Diameter
Shear Allowable
Tension Allowable
0 Fasters Req'd
0 Festers Used
Fastener Type
(in)
Load (Ibs)
Load (Ibs)
Worst Case
Worst Case
Component
Component
Through Bolt WBBacker
3/8"
500 lbs
300 lbs
=2
6
Family Dollar 33" Diameter Logo
Allowable Stress Wind Pressure, PAso=0.6.73.5 psf =44.1 psf
Component Effective Area, Area,ae,ly, = (33 in)= • a / 4 = 5.940 fiz
Total Pull -Off Wind Load, PTot.1= AreaEae,;,, x PAST) = 261.935 lbs
Total Number of Fasteners in Tension , NFsmme,, = 4
Pull -Off Load Per Fastener, PFogee„ = PTmm / NFan,oe,. = 65.484 lbs per Fastener
Letter I)ead_Load.ShearTS6;g ='100 lbs=—_ (Conservative Approximation)
Shear Load Per Fastener, SF,,,,,,,, = SDe,d / NF,o,,,, = 25.000 lbs per Fastener
Allowable Fastener Capacities
Fastener Diameter
Shear Allowable
Tension Allowable
0 Fasters Req'd
0 Fasters Used
Fastener Type
(in)
Load (Ibs)
Load (lbs)
Worst Case
Worst Case
Component
Component
Through Bolt WBacker
3/8"
500 lbs
300 lbs
=1
4
Use Minimum of 16 total wall fasteners for the cloud & logo layout.
This document is for the sole use of C.E.T. and his designees. Unauthorized use is strictly prohibited.
1 2'-9'0 MEDALLION , 5' , 7'-2yA (FAMILY CLOUD) I
BOXED 7.56 ft2
w ACTUAL 5.94 H2
3
0
2
as
w
EMBOSSMENT LAYER y3 - 1/4- ON TOP OF g2 LAYER
TOTAL EMBOSSMENT DEPTH= 3/4'
EMBOSSMENT LAYER y2 - 1/4' ON TOP OF a1 LAYER
TOTAL EMBOSSMENT DEPTH- 1/2'
FACE TO BE PAN FORMED .177' THK. SOLAR GRADE
POLYCARBONATE W/ 2' DEEP 90' FLANGE.
EMBOSSMENT LAYER p1 - 1/4' DEEP
GE TETRA MAX WHITE LEDS
15'/3D QTY. #GEMX71-2 WHITE LEDS
POWERED BY ONE (1) OTY.
GEPS12-60 POWER SUPPLY
120 VOLT, 1 AMP
(4) WALL FASTENERS
W/ WASHER, PAINTED
WHITE SATIN FINISH
RUBBER GASKET
.177' THK. SOLAR GRADE
POLYCARBONATE W/
SECOND SURFACE
PAINTED BACKGROUND
COLOR AND GRAPHICS
(6) WALL FASTENERS
2'-9'0 MEDALLION
(6) WALL FASTENERS
LETTER EMBOSSMENT
TO BE 1/2' DEEP
14.42 ft0
n)LL�i
6'-109§" (DOLLAR CLOUD) ` 13.73 111
EMBOSSING DETAIL
MOUNTING DETAIL
3'-2"
MCIRI Face
GE TETRA MAX WHITE LEGS
35'/70 QTY. ®GEMX71-2 WHITE LEDS
POWERED BY ONE (1) Cry.
GEPS12-60 POWER SUPPLY
120 VOLT, 1 AMP
XNCFALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILTTY OF THE
CONTRACTOR OF RECORD
(SMOOTH FINISH)
p47230 ALUMINUM
RIV-NUT
FACE MOUNTING DETAIL
NOT TO SCALE
CABINET
0
N
LETTER EMBOSSMENT
TO BE 1/2' DEEP
2" X 2" ALUMINUM
ANGLE FRAME
GE TETRA MAX WHITE LEDS
35'/70 OTY. IGEMX71-2 WHITE LEDs
POWERED BY ONE (1) QTY.
GEPS12-60 POWER SUPPLY
120 VOLT. 1 AMP
6" DEEP CABINET
SIGN MOUNTED
FLUSH TO FASCIA
.220' THK. FORMED
ABS-KORAD®SIGN CABINET
Y/
(SMOOTH FINISH)
r
2 1/2" DEEP PAN -FORMED -_
.177' THK. SOLAR GRADE
POLYCARBONATE SIGN
STEEL ANGLE SUPPORTS
FACE WITH EMBOSSED LOGO
PROVIDED AND INSTALLED
BEHIND THE WALL BY THE
SIGN INSTALLER
3/80 ALL THREAD STEEL
THRU BOLT AND 1"0
h
STEEL CONDUIT SLEEVE.
SEAL W/ SILICONE ADHESIVE
h
48' ELECTRICAL
_
-C PIGTAIL OUT BACK
OF CLOUD SIGN
JUNCTION BOX LOCATED
BEHIND WALL -RUN 1/2'0
EXTRUDED ALUM.
LIQUID TIGHT CONDUIT
WRE TRAY
THRU WALL AND SEAL WITH
SILICONE ADHESIVE
2" X 2" ALUM. ANGLE :IL4T
SIGN FRAME
SEE THRU-BOLT
ATTACHMENT
RUBBER GASKET DETAIL
PERIMETER OF THE AB S- SIDE SECTION DETAIL
KORAD FORMED SIGN CABINET NOT TO SCALE
.220' THK. FORMED
ABS-KORAD®SIGN CABINET
(SMOOTH FINISH)
2' X 2" ALUMINUM
ANGLE (INTERNAL
BRACING)
THESE PLANS AND ALL PROPOSED WORK
ARESUE TO ANY CORRECTIONS -r
REQUIRED BY F!ct.0 INSPECTORS THAT
MAY BENEiESSAPN:,%1ORDER TO E (FOUDOVER
) PHOSPHATE
COMPLY Wr1', y5bb 4apucAELE 20010i , 3/5" - 16 SCREW SIZE
L 0kb3 /e
91.LUCF, CO1'NT%• r
REVIEVVEDFOR CO.%
OR NOINSPRCl:d; 'NVILL BE MADE.
ELECTRIC
THIS SIGN IS INTENDED TO BE INSTALLED IN
ACCORDANCE WITH THE REQUIREMENTS OF
ARTICLE 600 OFTHE NATIONAL ELECTRICAL
CODE BfarOTHER APPLICABLE LOCAL CODES.
THIS INCLUDES PROPER GROUNDING S
BONDING OF THE SIGN.
GROUNDED
®®AIII, ELECTRICAL
FILE NUMBER:
,-
erim
Fri JOB
".1 No.36539
AO ;• STA E OF
i� •• A
'�i �S • •: OR 110.1
ONA L ••�
��/I111I1���1
CARL E. THOMPSON, JR., P.E.
WALL AREA (VARIES)
GENERAL NOTE:
1. All design, detailing. fabricating and construction shall
conform to the following codes and specifications:
a. The Florida Building Code 0 Edition (2017).
b. America Society of Testing and Malaise (AS1Y) saeorlmiime
a Building Code Requirements for Reinforced
concrete Well iCurrent non))
d. Code for Wattlinngg in
C Building Construction o/
the American Welding Society.
e. of structural
Specification for the r Build, gsbby The and Erection
icon
of Seteof Steel for ru tinge by The American
Institute of steel Construction Deep
M (aurtmt Edition)
L Alvmhum AeeaiaMm Alamhum pedgn Yorud (2005 Ea6m),
2. Structural Material Specifications:
a. Structural Steel and Plates shall be A-36
b. ANmnum shapes shot be extruded from 6061-T6 allay.
Welding filler alloy shall be 4043.
c. W-Shape beams shall be (F,50 ksi) Minimum
d. Slmclwai tubing shall be AST9 A-500, Dada 8, (Fr=46 Ira)
e. SWcbod ppsg M be ASN A-51 Doh 8. T1peE er S ( r35 b1,
ASN A572 Grade 42 (Feti! Is) or MN A572 Doh 50 Vela Ira')
(see droving for individual member specifications).
3. High strength bolts for connections shall be
ASTM A-325. unless otherwise noted.
4. Welding electrodes shall comply wilh AWS D1.1-04, E70m
(Ae -1" le M dme by •dda cotifiat for 1xdAed We tile)
5. Design Wind Speed, Vile,= 160 MPH (ASCE 7-10)
Equivalent Wmd Load, Px,,px -44A PST or +33.1 PS
ChC O Q2.-0. above the ground (3 Sec Ind Gads)
Exposure :Z Risk Category II I,LQ- G=Q93.
6. Contractor shall arily al dmenews and eandilba In the field
before esd on and na0h the Enoneor of my dsamadim
3/8'0 316A STAINLESS STEEL THRU-BOLT
2" STEEL ANGLE (OR EQUAL) SUPPORTS PROVIDED AND
INSTALLED BEHIND THE WALL BY THE SIGN INSTALLER
I'0 GALVANIZED STEEL CONDUIT SLEEVE
THRU THE CORRUGATED METAL WALL TO PREVENT
THE WALL FROM COLLAPSING AT SIGN ATTACHMENT
'SIZE CAN VARY UP TO 2" BY INSTALLER - SLEEVE
IS OPTIONAL BY SITE DISCRETION)
THRU BOLT ATTACHMENT DETAIL
NOT TO SCALE
NOTICE:
This drawing is for permit procurement purposes only. C.E.T. is responsible for sign to wall
attachment design only. All other components ate the responsibility of the sign manufacturer. If the
existing wall is questionable or substandard, the installer shall notify the engineer immediately.
nc4:
Address: 6434 Burnt Poplar Road, Greensboro, NC 27409
Phone: (888) 294-2007 www.aI[an industries.corn
I Family Dollar 4'-4" x ]0'Ay" Stacked Wall Sign - South (Entry) Elevation I
Location: Family Dollar, 3214 Avenue D, Ft. Pierce, FL 34950
® ® O
CARL E. THOMPSON, JR., P.E.
Serving The Industry Since 1984
Phone:(423)781-7336 Fax:(423)781-7337
Email:carl@tesengrs.com Website:tesengrs.com
P.O. Box 1500, Englewood, TN 37329
1 BY:
11.9.10.a
February 9, 2018
).0.#
165322
E:
1 /2"=l'-0"
•#
011218
#
EB-6962
T
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