HomeMy WebLinkAboutENGINEERINGTexas Republic Signs
# Columns: 1
ME Job: 42331 A
Height: Varies
Width: Varies
Structural Variables and
100w
Overall Height: 100'-0"
Table of Contents
Sean M. McFarland,
NEW STRUCTURE
Content:
Page
EXISTING SUPPORTS & FOOTINGS
Design Loads ........................
I
ULTIMATE LOADS
Support Design .......................
1-2
42 KSI STEEL PIPE
General Notes .......................
3
CabinetType:
Structural Section:
Number of Zones:
Misc
Miscellaneous
ESteel Pipe - 42000psi
18
Sign Sections:
Cabinet Wt. Weight Transition
Zone Per Sq. Ft. (Y or N)
1
2
3
4
5
6
7
8
20
'w
70.6 #IFT y
221.6 #IFT
221.6 #/FT
221.6 #IFT
221.6 #IFT y
356.6 #IFT y
474.6 #/FT y
522.7 #IFT y
0
25
0
20
o
0
0
God 2017FBCGthEd.--
Wind Spee� 170
Wind Exposur� C
Loads Per ASCE 7-1
C
41
C)
L 0
A
License: Florida -
Top
*Approx.
Width
Approx.
Zone
Elevation
Height
Width
Pressure
Force
Weight
1
100.00 FT
20.33 FT
24.00 FT
68.47 PSF
33.41 K
11,193#
2
79.67 FT
2.00 FT
3.50 FT
28.74 PSF
0.20 K
443 #
3
77.67 FT
7.50 PT
30.00 FT
63.21 PSF
14.22 K
7,287 #
4
70.17 FT
2.00 FT
3.50 FT
27.83 PSF
0.19,K
443 #
5
68.17 FT
5.00 FT
20.00 FT
59.23 PSF
5.92 K
3,108 #
6
63.17 FT
25.17 FT
4.50 FT
27.17 PSF
3.08 K
8,975 #
7
38.00 FT
29.00 FT
5.00 FT
24.44 PSF
3.54 K
13,763 #
8
9.00 FT
9.00 FT
5.50 FT
20.21 PSF
1.00 K
4,704 #
Total Wind Force
61 57 K
499179
SCANNED
BY
St. Lude COUnty
cc, A 3 IM
Texas Republic Signs Overall Height: 100'-0" Sean M. McFarland,
W Kings Hwy
ME Job: 42331 A
Moments at Transitions:
Zone
Lateral
Force
8
Mom. Arm
7
Mom. Arm
6
Mom. Arm
5 1
Mom. Arm Mom. Arm
1
33.41 K
89.84 FT
80.84 FT
51.84 FT
26.67 FT 10.17 FT
2
0.20 K
78.67 FT
69.67 FT
40.67 FT
15.50 FT
3
14.22 K
73.92 FT
64.92 FT
35.92 FT
10.75 FT
4
0.19 K
69.17 FT
60.17 FT
31.17 FT
6.00 FT
5
5 92 K
65.67 FT
56.67 FT
27.67 FT
2.50 FT
6
3.08 K
50.59 FT
41.59 FT
12.59 FT
7
3.54 K
23.50 FT
14.50 FT
81
1.00 K
4.50 FT
4,714.19 K-FT 4,164.56 K-FT 2,459 K-FT 1,063 K-FT 340 K-FT
Section Properties: 2040.77 INA3 1802.84 INA3 1064.68 INA3 460.09 INA3 73.50 INA3
Structural Sections to be used:
Zone
Option
Pipe (NEW)
Dim.
Wall t.
Weight
SXX
dit
Sxx Req'd
8
Pipe (NEW)
66.00 IN
0.750 IN
522.7 #/FT
2,331.56 INA3
88.00
2,040.77 INA3
7
Pipe (NEW)
60.00 IN
0.750 IN
474.6 #/FT
1,920.28 INA3
80.00
1,802.84 INA3
6
Pipe (NEW)
54.00 IN
0.625 IN
356.6 #IFT
1,299.85 INA3
86.40
1,064.68 INA3
5
Pipe (NEW)
42.00 IN
0.500 IN
221.6 #/FT
628.43 INA3
84.00
460.09 INA3
1
Pipe (NEW)
18.00 IN
0.375 IN
70.6 #fFT
84.24 1 NA3
48.00
73.50 INA3
(DENNY'S CABINET)
Structure
wall
Size Thickness
1 66.00 IN
0.750 IN
1 60.00 IN
0.750 IN
1 64.00 IN
0.625 IN
I - -42.00 IN
0.500 IN
1 18.00 IN
0.375 IN
Texas Republic Signs Overall Height: 100'-0" Sean M. McFarland,
ME Job: 42331 A
Pier Footing (NEW)
Pier Footing Design: Select the footing and soil type:
d = A t 2 * (I + (I + (4.36 h) / A)AI/2)) Footing: I Round
where A = (2.34 P) / (SI * b) Vert. Soil Bearing (psD* 11500
Lat. Soil Bearing (psf): 1150
Mmax =
4,714,188 #-FT
Pmax (Lateral) =
61,670 #
LSBP =
160 PCF
S1 =
1,200 PCF X d
d =
8.000 FT For use with Round Footing
A = 15.01 FT A 2
h = 76.566 FT
d = 43.681 FT
USE: 8.00 FT. RND. X 44.25 FT DEEP PIER
Soil Bearing Check:
DI -max = 49,917 LES
Area of Footing = 50.27 FTA2
Actural SBP = 993 PSF
Allowable SBP 4,600 PSF (includes code allowed 20% increase for every foot
of footing below 12" into natural grade.)
993 PSF < 4,50OPSF THEREFOREOK
General Notes
1 Contractor shall verify all dimensions and conditions on job site
2 Structural steel pipe shall conform to ASTIVI A53 grade B type E or S, Fy--36 ksi min.
3 Structural steel tube shall conform to ASTM A500 grade B, Fy--46 ksi min.
4 Structural steel shapes and plates shall conform to ASTM A36.
5 Welding shall conform to AISC specs or local codes and performed by certified welder using arc process E70XX electrodes.
6 Isolate Aluminum from Steel
7 All bolt holes to be drilled or punched.
8 2500 psi (min) 28-day Concrete Compressive Strength
9 All electrical work to conform to the requirements of UL48 and section 600 of NEC.
10 UL and Data labels required
11 Sign to be a minimum of " horizontal & 12-ft vertical from high voltage wires.
12 If there is no stub pipe to be used in the top cabinet, the supporting member immediately below the stub
pipe shown can be extended to the top of the uppermost cabinet.
13 All Pipe sizes shown are minimum sizes. Pipe with a larger diameter and/or greater Sx� may be substituted
14 All structural lengths required are approximations only. Actual length may vary slightly depending on sign cabinet conditions.
Texas Republic Signs Overall Height: 25'-7"
Sean M. McFarland, P
# Columns: 2
IREVIEWED & REVISED DWG
lContent:
Page
ME Job: 42331 B
NEW CABINET
Design Loads .........................
I
MATCHYLATES
Support Design ................
...... 1-2
Height: Varies
EXISTING SUPPORTS & FOOTINGS
General Notes ......................
� 3
Width: Varies
ULTIMATE LOADS
Structural Variables and Code Loading Specifications
Cabinet Type:
Structural Section:
Nur
Sections:
Miscellaneous
Tube Steel - 46000psi
Cabinet Wt. Weight
ne Per Sq. Ft.
Transition
(Y or N)
1
2
3
4
5
6
7
8
20 1 �
39.4 #IFT
39.4 #IFT
39.4 #IFT
39.4 #1FT
1
Y
Y
0
25
0
0
0
jo �,w
10 IVI
Uccle: 2017 FBC Gth Ed.
Wind Speed: 170
Wind Ex
Wind Loads Per ASCET, 10
"A f-, I- A
oa
Z
License: Florida -
Top
Elevation
Height
Approx. Width
Width
Pressure
Force
Approx.
Weight
1 25.58 FT
4.33 FT
10.00 FT *
64.98 PSF
2.81 K
1,207 #
2 21.25 FT
2.50 FT
10.00 FT *
60.64 PSF
1.52 K
197 #
3 18.75 FT
3.75 FT
10.00 FT *
57.23 PSF
2.15 K
1,233 #
4 15.00 FT
16.00 FT
2.00 FT *
43.85 PSF
1.32 K
1,183 #
Total Wind Force = 7.79 K 3,821 #
OCT 13 2019
lent e Republic Signs Overall Height: 25'-7" Sean M. McFarland, P.E.
J #622 Wind Speed 170 mph McFarland Engineering
IlSign. F I y iars;
100 W Kings Hwy
ME Job: 42331 B
Moments at Transitions:
Lateral
4
3
1
Zone
Force
Mom. Arm
Mom. Arm
Mom. Arm
1
2.81 K
23.42 FT
8.42 FT
2.17 FT
2
1.52 K
20.00 FT
5.00 FT
3
2.15 K
16.88 FT
1.88 FT
4
1.32 K
7.50 FT
142.29 K-FT
35.28 K-FT
6 K-FT
Section Properties:
28.12 IN A 3
6.97 IN A 3
1.20 IN A 3
Structural Sections to be used:
Tubes (VIF)
Zone
Option
Dim.
Wall t.
Weight Sxx dit Sxx Req'd
I
Structure
Tubes (VIF)
12.00 IN
0.250 IN
39 #IFT
41.45
INA3
48.00
28.12 INA3
Tubes (New)
12.00 IN
0.250 IN
39 #/FT
41.45
INA3
48.00
6.97 INA3
Tubes(New)
3.00 IN
0.250 IN
9 #/FT
1.97
INA3
12.00
1.20 INA3
Wall
Size Thickness
12.00 IN 0.250 IN
12.00 IN 0.250 IN
3.00 IN 0,250 IN
Date: 10/10/18 City, State: Ft. Pierce, FL SHEET: 3 OF 3
Client: Texas Republic Signs Overall Height: 25'-7" Sean M. McFarland, P.E.
Sign: Flyinq J #622 Wind Speed 170 mph McFarland Engineerin
100 W Kings Hwy
ME job: 42331 B
Pier Footings (VIF)
Pier Footing Design: Select the footing and soil type:
d = A / 2 * (1 + (1 + (4.36 * h) / A)41/2)) Footing: Round
where A=(2.34*P)l(S1*b) Vert. Soil Bearing (psq: 1500
Lat. Soil Bearing (psq., I
Mmax =
Pmax (Lateral) =
LSBP =
S1 =
d=
A
h
d
USE:
Soil Bearing Check:
Dl-max =
Area of Footing =
Actural SBP =
Allowable SBP =
Matchplate Design -
D =
12.00 IN
a =
-1.00 IN
b =
12.00 IN
d =
12.00 IN
plate t =
0.63 IN
71,144 #-FT
3,896 #
150 PCF
960 PCIF X d
3.000 FT
3.17 FTA 2
18.262 FT
9.677 FT
3.00 FT. RND. X
10.00 FT DEEP PIERS
3,821 LBS
7.07 FTA2
641 PSF
2,700 PSF (Includes code allowed 20% increase for every foot
of footing below 12" into natural grade.)
641 PSF < 2,700 PSF THEREFORE OK
A36 Steel Fy= 36ksi
E70 Electrodes Fw-- 928 #/in/16th
A307 A.B.'s Ft=20 ksi
# of Bolts = 4 Dia. Bolt 0.625
Column Mom = 6,092 #-FT
P Bolt= M * 12 (in/ft)
2 bolts (D + e + Q
t req'd [(6*P*e*2 bolts)/(.75 * Fy (D+2*t))] A1/2
Weld M * 12 (in/ft)
Fw (b*d + D A 2/3)
3,144 # < 6,100 #
.325 IN , < 0.63 IN
0.41 16th's < 3.00 16th's
USE: (4) 5/8" Die. Bolts wl 518" Matchplate. Weld to Support with (1) 3/16" Fillet Welds