HomeMy WebLinkAboutSTRUCTURAL ANALYSIS REPORTSCANNED
BY
St. Lucie County
AMERICAN TOWERO
C O R P O R A T I O N
This report was prepared for American Tower Corporation by
Structural Analysis Report
Structure : 300 ft Self Supported Tower
ATC Site Name : Angle Road, FL
ATC Site Number : 5110
Engineering Number : OAA712652_0_01'
Proposed Carrier : Sprint Nextel
Carrier Site Name : M113XCO56
Carrier Site Number : 'MI13XCO56
Site Location : 12200 W. Angle Rd.
Fort Pierce,. FL 34945-4120
27.470800,-80.451000
County ST LUCIE
Date September 25, 2017
Max Usage : 100% \\Ikill///////
Result : Pass GENS
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No. 7 105 P
Prepared By: Reviewed By:
Tyler M. Barker o AT OF
CLS ( Lt/11 �4
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Tyler M. Barker
CLS-Director of Engineering
PE# 77105 Exp 2/28/2019
COA# 29525 Exv 2/28/2019
CLS Group • 1250 Benson Road, Garner, NC 27529 • Office: (405) 348-5460 • Fax: (405) 341-6334 • www.clserouo.com
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Table of Contents
Introduction ..........
Supporting Documents .............................
Analysis......................................................
Conclusion ..................................................
Eng. Number, OAA712652_C3_01
September 25, 2017
Existing and Reserved Equipment......................................................................................................
Equipmentto be Removed............................................................................m.................................
Proposed Equipment
Structure Usages
Foundations
Deflection, Twist, and
Standard Conditions.
Calculations
1
1
1
1
2
2
2
3
3
3
4
Attached
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CLS Group • 1250 Benson Road, Garner, NC 27529 • Office: (405) 348-5460 • Fax: (405) 341-6334 • w .ciserouo.cam
Eng. Number OAA712652_C3_01
OCLS roue September 25, 2017
Page 1
Introduction
The purpose of this report is to summarize results of a structural analysis performed on the 300 ft self
supported tower to reflect the change in loading by Sprint Nextel.
Supporting Documents
Tower Drawings
Sabre lob #SA0736-S, dated October 22,1996
Foundation Drawing
Sabre Drawing#90B6964, dated November 1,1996
Geotechnical Report
Universal Report #6152, dated October 17,1996
Modifications
ATC Project #42202337, dated June 22, 2009
ATC Project #63412935, dated October 13, 2015
Analysis
The tower was analyzed using American Tower Corporation's tower analysis software. This program
considers an elastic three-dimensional model and second -order effects per ANSI/TIA-222.
Basic Wind Speed:
120 mph (3-Second Gust, Vasd) / 155 mph (3-Second Gust, Vult)
Basic Wind Speed w/ Ice:
No Ice Considered
Code:
ANSI/TIA-222-G/ 2012 IBC/ Sth Ed (2014) Florida Buildng Code
Structure Class:
II
Exposure Category:
C
Topographic Category:
1
Spectral Response:
Ss = 0.06, 51= 0.03
Site Class:
D - Stiff Soil
Conclusion
Based on the analysis results, the structure meets the requirements per the applicable codes listed above.
The tower and foundation can support the equipment as described in this report.
If you have any questions or require additional information, -please contact American Tower via email at
Engineering@americantower.com. Please include the American Tower site name, site number, and
engineering number in the subject line for any questions.
CLS Group • 1250 Benson Road, Garner, NC 27529 • Office: (405) 348-5460 • Fax: (405) 341-6334 • www.clsgmuP.com
Eng. Number OAA712652_C3_01
FRC LS Gr®u p September 25, 2017
Page 2
Existing and Reserved Equipment
Elevation' (ft)
Qty
Antenna
MountType
Lines
Cartier
Mount
RAD
294.0
294.0
1
CSS X7C-FRO-640
Sector Frame
(4)15/8" Coax
Verizon
2
ScalaAP22-1850/033D
275.0
275.0
9
Antel RWA-80017_25%
Sector Frames
(9)15/8" Coax
Sprint Nextel
251.0
251.0
1
CSSXX-FRO-CM
Sector Frames
(8)15/8" Coax
Verizon
X7-665-4
2
ScalaCSSS
063D
2
ScalaAP17-1900/090D
191.0
191.0
6
CellMaxCMA-BDHH/6520/EO-8
Sector Frames
(6)15/8" Coax
(3)1.24" Hybrid
T-Mobile
3
AndrewSBNHH-1D65B
3 :
Nokia FXFC
3
ki
Noa FRIE
3
Raycap RCMDC-4010-PF-48
3
Nokia FRIG w/o Solar Shield
180.0
180.0
3
RFSAPXV9ERR18{
Sector Frames
(3)11/4" Hybriflex
Sprint Nextel
3
CommscopeTM65AP-1XR
3
Ericsson RRUS-11800MHz
3
Ericsson RRUS 31 B25
9
RFSACU-A20-N
136.0
136.0
1
AndrewUHX6-59W
Leg
(2)EW52
122.0
122.0
2
AndrewUHX6-59W
Leg
(4)EW52
111.0
111.0
1
AndrewUHX6-59W
Leg
- (2)EW52
109.0
109.0
1
AndrewUHX6-59W
Leg
(2)EW52
Verizon
107.0
107.0
1
Andrew UHX6-59/1.
Leg
(1) EW52
102.0
102.0
1
AndrewUHX6-59W
Leg
(2)EW52
Equipment to be Removed
Elevation' (ft)
Ctty
Antenna
Mount Type
Lines
Carrier
Mount
I RAD
180.0
180.0
3
Nokia FZHI
-
(1) 0.87" Fiher.
, Sprint Nextel
Proposed Equipment
Elevation' (ft)
Q<Y
Antenna
Mount Type
Lines
Carrier
Mount
w
180.0
180.0
3
Ericsson RRUS82 w/o Solarshield
Sector Frames
-
Sprint Nextel
1
Nokia NSN FFHS
3
Ericsson 80OMHzSMRFilter
'Mount elevation is defined as height above bottom of steel structure to the bottom of mount, RAO elevation is defined as center of
antenna above ground level (AGL).
CLS Group • 1250 Benson Road, Garner, NC 27529 • Office: (405) 348-5460 • Fax: (405) 341-6334 • w .clseroup.com
Eng. Number OAA712652_C3_01
MCLSGroup September 25, 2017
Page 3
Structure Usages
Structural Component
Controlling Usage
Pass/Fail
Legs
79%
Pass
Diagonals
100%
Pass
Horizontals
51%
Pass
Anchor Bolts
51%
Pass
Leg Bolts
7691
Pass
Foundations
Original Design
Factored Design
Reaction Component
Analysis Reactions
o
/ of Design
Reactions
Reactions*
Uplift (Kips)
647.3
873.9
788.3
90%
Axial (Kips)
724.8
978.4
933.6
95%
* The design reactions are factored by 1.35 per ANSI/TIA-222-G, Sec. 15.5.1
The structure base reactions resulting from this analysis are acceptable when compared to those shown on the
original structure drawings, therefore no modification or reinforcement of the foundation will be required.
Deflection, Twist and Sway*
Antenna
Deflection
Sway
Elevation
Antenna
Carrier
Twist (°)
(ft)
(Rotation) (°)
(ft)
Ericsson 80OMHz SMR Filter
Nokia NSN FFHS
180.0
Sprint Nextel
0.173
0.006
0.106
Ericsson RRUS82 w/o
Solarshield
136.0
Andrew UHX6-59W
Verizon
0.098
0,005
0.081
122.0
Andrew UHX6-59W
0.079
0.004
0.074
111.0
Andrew UHX6-59W
0.071
0.070
309.0
Andrew UHX6-59W
0.063
0.067
107.0
Andrew UHX6-59/L
102.0
Andrew UHX6-59W
0.055
0.003
0.062
*Deflection, Twist and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-G
CLS Group • 1250 Benson Road, Gamer, NC 27529 • Office: (405) 348-5460 • Fax: (405) 341-6334 • www.cisgrouo.com
AMERICAN TOWER'
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Standard Conditions
All engineering services are performed on the basis that the information used is current and correct. This
information may consist of, but is not necessary limited, to:
Information supplied by the client regarding the structure itself, antenna, mounts and feed line
loading on the structure and its components, or other relevant information.
Information from drawings in the possession of American Tower Corporation, or generated by
field inspections or measurements of the structure.
It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and
used in the performance of our engineering services is correct and complete. In the absence of
information to the contrary, we assume that all structures were constructed in accordance with the
drawings and specifications and that their capacity has not significantly changed from the "as new"
condition.
Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed
in accordance with the current revision of ANSI/TIA -222. The design basic wind speed will be determined
based on the minimum basic wind speed as prescribed in ANSI/TIA-222. Although every effort is taken to
ensure that the loading considered is'adequate to meet the requirements of all applicable regulatory
entities, we can provide no assurance to meet any other local and state codes or requirements. If wind
and ice loads or other relevant parameters are to be different from the minimum values recommended by
the codes, the client shall specify the exact requirement.
All services are performed, results obtained, and recommendations made in accordance with generally
accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the
conclusions, opinions and recommendations made by others based on the information we supply.
CLS Group • 1250 Benson Road, Garner, NC 27529 • Office: (405) 348-5460 • Fax: (405) 341-6334 • w .clserouo.com
300.00
Sect 15 ®2007-2017byATC IP LLC. Alidghts reserved.
280.00
Loads: 120 mph no Ice
30 mph w/ 0'0" radial Ice
Sect 14 Site Class: D Ss: 0.06 St: 0.03
260.0 60 mph Serviceability
Sect 13
240.00
Sect'@
220:00
sect Ii
200.00
Sect 10
W3.00
Sect 9
1W.00
sect a
140.07
Sect 7"
120.00
Sect 6
103.00
Sst5
_00
Sect 4
60.O3
Sect 3
40.00
Sect 2
20.03
Sect 1
Job Information
Tower: 5110 Location : Angle Road, FL
Code: ANSVTIA-222-G Shape : Triangle Base Width : 36.00 ft
Client: SPRINT NEXTEL Top Width: 6.00 ft
Sections
1-2
PX 60 kel 16" DIA PIPE
DAE 36 last 3.6X3.6XO.376
DAE 36 ke14X4XO.26
3
PX 60 last 14" DIA PIPE
DAE 36 ks13.6X3.6XO.376
DAE 36 kal 3.6X3.6XO.26
4
PX 60 its[ 12" DIA PIPE
DAE 36 ke13.6X3.6XO.25
DAE 36 ka13.6X3.6XO.25
6
PX 60 kal 12" DIA PIPE
DAE 36 ke13.6X3.6X0.26
DAE 36 k813X3Xe.26
6
PX 60 kel 10" DIA PIPE
DAE 36 last 3X3XO.26
7
PX 60 kel 10" DIA PIPE
DAE 36 kal 3X3X0.1876
8
PX 60 ksl 8" DIA PIPE
SAE 36 last 4X4X0.376
9
PX 50 kel 8" DIA PIPE
SAE 36 last 3.6X3.6XO.375
10
PST 60 its[ B" DIA PIPE
SAE 36 kal 3.6X3.6XO.26
11
PX 60 kel 6" DIA PIPE
SAE 36 kal 3X3X0.26
12
PX 50 kel 5" DIA PIPE
SAE 36 kal 3X3XO.1876
13
PX 80 kal 3412" DIA PIPE
SAE 36 kal 2.6X2.6XO.1876
14
PST 60 last 3" DIA PIPE
SAE 36 kal 176Xl.76XO.1876
15
PST 60 kaI 2.112" DIA PIPE
SAE 36 kel 1.76X1.76X0.1876
SAE 36 last 1.76X1.75XO.1876
Discrete Appurtenance
Elev (ft) Type
City Description
294.00
Mounting
Frame 1
Flat Light Sector Frame
294.00
Panel
1,
CSS X7C-FRO4640
294.00
Panel
2
Scala AP22-18501033D
276.00
Mounting
Frame 3
Flat Light Sector Frames
276.00
Panel
9
Amphenol Antel RWA-80017_25%
211.00
Mounting
Frame 2
Flat Light Sector Frames
261.00
Panel
1
CSS X7C-FRO4640
261.00
Panel
1
CSS X7.666-0
261.00
Panel
2
Scala AP20-120010630
251.00
Panel
2
Scala AP17-19001090D
191.00
Mounting
Frame 3
Round Sector Frames
191.00
Panel
6
Cal[Max CMA-BUHHI6620/E0-e
191.00
Panel
3
Andrew SBNHH4D66B
191.00
Panel
3
Nokia FXFC
191.00
Panel
3
Nokia FRIE
191.00
Panel
3
Raycap RCMDCd010-PF-08
191.00
Panel
3
Nokia FRIG w/o Solar Shield
180.00
Panel
3
Ericsson RRUS82 w/o Solarshlol
180.00
Panel
1
Nokia NSN FFHS
180.00
Panel
3
Ericsson BOOMHz SMR Filter
180.00
Mounting
Frame 3
Round Sector Frames
180.00
Panel
3
RFS APXV9ERRIO-C
180.00
Panel
3
Commecope TTTT65AP-1XR
180.00
Panel
3
Ericsson RRUS41 800 MHz
180.00
Panel
3
Ericsson RRUS 31 B26
180.00
Panel
9
RFS ACU-A20-N
136.00
Dish
1
Andrew UHX6-69W
122.00
Dish
2
Andrew UHXS-69W
111.00
Dish
1
Andrew UHX6.69W
109.00
Dish
1
Andrew UHX6.59W
107.00
Dish
1
Andrew UHX6.591L
Elev
0.00
300.00
1
Climbing Ladder
0.00
309.00
1
Wavegulde
0.00
294.00
1
Wavegulde
0.00
294.00
4
1 618" Coax
0.00
275.00
1
Wavegulde
0.00
275.00
9
1 618" Coax
Tower: 5110 Location : Angle Road, FL
Code: ANSIITIA-222-G Shape : Triangle Base Width: 36.00 it
®2007-2017byATCIPLLC. AIIrightsmsewed. Client: SPRINTNEXTEL Top Width: 6.00ft
0.00 261.00 8 1 518" Coax
0.00 191.00 1 Wavegulde
0.00 191.00 3 1.24" Hybrid
0.00 191.00 6 15181, Coax
0.00 180.00 1 Wavegulde
0.00 180.00 3 1 114" Hybrl6ex
0.00 136.00 2 EW62
0.00 122.00 4 EW62
0.00 111.00 2 EW62
0.00 109.00 2 EW62
I Global Base Foundation Desian Loads I
Load Case Moment (k-ft) Vertical (kip) Horizontal (kip)
DL+WL 27,620.34 142.98 196.70
DL+WL+IL 1,165.91 142.98 8.38
Individual Base Foundation Design Loads
Vertical (kip) Uplift (kip) Horizontal (kip)
933.68 780.33 114.40
Site Number: 5110
Code: ANSIrrIA-222-G
02007-2017byATCIPLLC. AIIdghfsreserved.
Site Name: Angle Road, FL
Engineering Number: OAA712652 C3_01
9/25/2017 7:35:26 PM
Customer: SPRINT NEXTEL
Analysis Parameters
Location:
ST LUCIE County, FL
Height (ft):
300
Code:
ANSI1TIA-222-G
Base Elevation (ft):
0.00
Shape:
Triangle
Bottom Face Width (ft):
36.00
Tower Manufacturer:
Sabre
Top Face Width (ft):
6.00
Tower Type:
Self Support
Ice & Wind Parameters
Structure Class:
II
Design Windspeed Without Ice:
120 mph
Exposure Category:
C
Design Windspeed With Ice:
30 mph
Topographic Category:
1
Operational Windspeed:
60 mph
Crest Height:
0.0 ft
Design Ice Thickness:
0.00 In
Seismic Parameters
Analysis Method:
Equivalent Modal Analysis & Equivalent Lateral Force Methods
Site Class:
D -Stiff Soil
Period Based on Rayleigh Method (sec):
0.81
TL(sec): 8
p: 1.3
Cs:
0.030
Ss: 0.057
SI: 0.030
Cs, Max:
0.030
Fa: 1.600
Fv: 2.400
Cs, Min:
0.030
' Sda: 0.061
SO: 0.048
Load Cases
1.21) + 1.6W Normal
120 mph Normal to Face with No Ice
1.21) + 1.6W 60 deg
120 mph 60 degree with No Ice,
1.21)+1.6W 90 deg
120 mph 90 degree with No Ice
1.213 + 1.6W 120 deg
120 mph 120 degree with No Ice
1.21) + 1.6W 180 deg
120 mph 180 degree with No Ice
1.213 + 1.6W 210 deg
120 mph 210 degree with No Ice
1.20 + 1.6W 240 deg
120 mph 240 degree with No Ice
1.213 + 1.6W 300 deg
120 mph 300 degree with No Ice
1.213 + 1.6W 330 deg
120 mph 330 degree with No Ice
0.913 + 1.6W Normal
120 mph Normal to Face with No Ice (Reduced DL)
0.913 + 1.6W 60 deg
120 mph 60 deg with No Ice (Reduced DL)
0.913 + 1.6W 90 deg
120 mph 90 deg with No Ice (Reduced DL)
0.913 + 1.6W 120 deg
120 mph 120 deg with No Ice (Reduced DL)
0.91) + 1.6W 180 deg
120 mph 180 deg with No Ice (Reduced DL)
0.913 + 1.6W 210 deg
120mph210 deg with No Ice (Reduced DL)
0.913 + 1.6W 240 deg
120 mph 240 deg with No Ice (Reduced DL)
O.91) + 1.6W 300 deg '
120 mph 300 deg with No Ice (Reduced DL)
0.9D + 1.6W 330 deg
120 mph 330 deg with No Ice (Reduced DL)
1.213 + 1.0DI + 1.0Wi Normal
30 mph Normal with 0 In Radial Ice
1.213 + 1.0DI + 1.0Wi 60 deg
30 mph 60 deg with 0 in Radial Ice
1.213 + 1.0131 + 1.OWi 90 deg
30 mph 90 deg with 0 in Radial Ice
Page 1
Site Number:
5110
Code: ANSIMA-222-G
02007-2017byATC]PLLC. AIldghtsmserved.
Site Name:
Angle Road, FL
Engineering Number: OAA712652 C3 01
9/25/2017 7:35:26 PM
Customer:
SPRINT NEXTEL
Analysis Parameters
1.213 + 1.ODI + 1.OWi 120 deg
30 mph 120 deg with 0 In Radial Ice
1.21) + 1.OD1 + 1.OWi 180 deg
30 mph 180 deg with 0 In Radial Ice
1.21) + 1.01)i + 1.OWi 210 deg
30 mph 210 deg with 0 In Radial Ice
1.21) + 1.O131 + 1.OWI 240 deg
30 mph 240 deg with 0 In Radial Ice
1.213 + 1.ODI + 1.OWI 300 deg
30 mph 300 deg with 0 in Radial Ice
1.21) + 1.e131 + 1.OWi 330 deg
30 mph 330 deg with 0 in Radial Ice
(1.2+ 0.2Sds) • DL+ E Normal
Seismic Normal
(1.2 + 0.2Sds) • DL+ E 60 deg
Seismic 60 deg
(1.2 + 0.2Sds)' DL + E 90 deg
Seismic 90 deg
(1.2 + 0.2Sds) - DL + E 120 deg
Seismic 120 deg
(1.2 + 0.2Sds) • DL + E 180 deg
Seismic 180 deg
(1.2 + 0.2Sds) • DL + E 210 deg
Seismic 210 deg
(1.2 + 0.2Sds) • DL+ E 240 deg
Seismic 240 deg
(1.2 + 0.2Sds) • DL+ E 300 deg
Seismic 300 deg
(1.2 + 0.2Sds) . DL+ E 330 deg Seismic 330 deg
(0.9 - 0.2Sds) • DL + E Normal
Seismic (Reduced DL) Normal
(0.9 - 0.2Sds) . DL + E 60 deg
Seismic (Reduced DL) 60 deg
(0.9 - 0.2Sds) 0 DL+ E 90 deg
Seismic (Reduced DL) 90 deg
(0.9 - 0.2Sds)' DL+ E 120 deg
Seismic (Reduced DL) 120 deg -
(0.9-0.2Sds) • DL + E 180 deg
Seismic (Reduced DL) 180 deg
(0.9 - 0.2Sds) • DL + E 210 deg
Seismic (Reduced DL) 210 deg
(0.9 - 0.2Sds) • DL + E 240 deg
Seismic (Reduced DL) 240 deg
(0.9 - 0.2Sds) • DL + E 300 deg
Seismic (Reduced DL) 300 deg
(0.9 - 0.2Sds) • DL + E 330 deg
Seismic (Reduced DL) 330 deg
1.O13 + COW Service Normal
Serviceability - 60 mph Wind Normal
1.O1) + 1.OW Service 60 deg
Serviceability - 60 mph Wind 60 deg
1.013 + 1.OW Service 90 deg
Serviceability - 60 mph Wind 90 deg
1.01)+ 1.OW Service 120 deg
Serviceability - 60 mph Wind 120 deg
1.00 + 1.OW Service 180 deg
Serviceability - 60 mph Wind 180 deg
1.OD + 1.OW Service 210 deg
Serviceability - 60 mph Wind 210 deg
1.013 + COW Service 240 deg
Serviceability - 60 mph Wind 240 deg
1.OD + 1.OW Service 300 deg
Serviceability - 60 mph Wind 300 deg
1.e10 + 1.OW Service 330 deg
Serviceability - 60 mph Wind 330 deg
Page 2
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a
Site Number:
6110
Code: ANSUTIA.222.G
02007-2017byATCIPLLC. A/ldghtsmserved.
Site Name:
Angle Road, FL
Engineering Number: OAA712652_C3_01
9/25/2017 7:35:26 PM
Customer:
SPRINT NEXTEL
Tower Loading
Linear Appurtenance Properties
Elev
Elev
Out
From
TO
Width Weight
Pct
Spread On
Bundling
Cluster
Of
Spacing Orientation
Ka
(ft)
(ft)
Description
Qty
(in)
(Ib/ft) In Block
Faces
Arrangement
Dia (in)
Zone
(in)
Factor
Override
0.00
300.0
Climbing Ladder
1
1.50
6.90
0
2
Individual
0.00
N
1.00
1.00
0.00
0.00
300.0
Waveguide
1
1.50
6.00
0
Lin App
Individual
0.00
N
1.00
1.00
0.00
0.00
294.0
1 618" Coax
4
1.98
0.82
50
3
Block
0.00
N
0.00
1.00
0.00
0.00
294.0
Waveguide
1
1.50
6.00
0
3
Individual
0.00
N
1.00
1.00
0.00
0.00
275.0
1 5/8" Coax
9
1.98
0.82
0
2
Individual
0.00
N
1.00
1.00
0.00
0.00
275.0
Waveguide
1
1.50
6.00
0
Lin App
Individual
0.00
N
1.00
1.00
0.00
0.00
261.0
1 518" Coax
8
1.98
0.82
50
3
Block
0.00
N
0.00
1.00
0.00
0.00
191.0
1 5/8" Coax
6
1.98
0.82
33
2
Block
0.00
N
0.00
1.00
0.00
0.00
191.0
1.24" Hybrid
3
1.24
0.87
67
Lin App
Block
0.00
N
0.00
1.00
0.00
0.00
191.0
Waveguide
1
1.50
6.00
-0
Lin App
Individual
0.00
N
1.00
1.00
0.00
0.00
180.0
1 1/4" Hybriflex
3
1.54
1.00
67
Lin App
Block
0.00
N
0.00
1.00
0.00
0.00
180.0
Waveguide
1
1.50
6.00
0
1
Individual
0.00
N
1.00
1.00
0.00
0.00
136.0
EW52
2
2.25
0.59
0
3
Individual
0.00
N
1.00
1.00
0.00
0.00
122.0
EW52
4
2.25
0.59
0
3
Individual
0.00
N
1.00
1.00
0.00
0.00
111.0
EW52
2
2.25
0.59
0
3
Individual
0.00
N
1.00
1.00
0.00
0.00
109.0
EW52
2
2.25
0.59
0
3
Individual
0.00
N
1.00
1.00
0.00
0.00
107.0
EW52
1
2.25
0.59
0
3
Individual
0.00
N
1.00
1.00
0.00
0.00
102.0
EW52
2
2.25
0.59
0
3
Individual
0.00
N
1.00
1.00
0.00
Page 6
Site Number:
6110
Code: ANSIITIA-222.G
02007-2017byATCIPLLC. All rights reserved.
Site Name:
Angle Road, FL
Engineering Number: OAA712652_C3_01
9125/2017 7:35:27 PM
Customer:
SPRINT NEXTEL
Equivalent Lateral Force Method
(Based on ASCE7.10 Chapters 11, 12 & 15)
Spectral Response Acceleration for Short Period (S ):
0.06
Spectral Response Acceleration at 1.0 Second Period (S t):
0.03
Long -Period Transition Period (T - Seconds):
8
L
Importance Factor (I d:
1.00
Site Coefficient F a:
1.60
Site Coefficient F r
2.40
Response Modification Coefficient (R):
3.00
Design Spectral Response Acceleration at Short Period (S ds):
0.06
DesignSpectral Response Acceleration at 1.0 Second Period (S dd:
0.05
Seismic Response Coefficient (C s):
0.03
Upper Limit C s:
0.03
Lower Limit C s:
0.03
Period based on Rayleigh Method (sec):
0.81
Redundancy Factor (p):
1.30
Seismic Force Distribution Exponent (k):
1.15
Total Unfactored Dead Load:
119.15 It
Seismic Base Shear (E):
4.65 It
LoadCase (1.2 + 0.2Sds) . DL + E
Seismic
Height
Horizontal
Vertical
Above Base
Weight
W�
Force
Force
Section
(ft)
(lb)
(lb-ft)
Cv.
(lb)
(lb)
15
290.00
1,171
814,717
0.030
140
1,419
14
270.00
1,541
987,350
0.037
170
1,868
13
250.00
2,308
1,352,81
0.050
233
2,797
12
230.00
2,971
1,582,10
0.059
272
3,602
11
210.00
3,888
1,863,91
0.069
320
4,713
10
190.00
4,483
1,914,61
0.071
329
5,434
9
170.00
6,808
2,557,17
0.095
"0
8,252
8
150.00
7,609
2,473,50
0.092
425
9,223
7
130.00
7,687
2,118,35
0.078
364
9,317
6
110.00
9,115
2,071,40
0.077
356
11,049
5
90.00
10,067
1,814,68
0.067
312
12,203
4
70.00
10,538
1,421,29
0.053
244
12,774
3
50.00
12,370
1,131,33
0.042
194
14,994
2
30.00
14,595
740,168
0.027
127
17,691
1
10.00
14,970
213,688
0.008
37
18,146
Scala AP22-18501033D
294.00
49.
34,356
0.001
6
59
CBS X7C-FRO-640
294.00
28
19,794
0.001
3
34
Flat Light Sector Frame
294.00
400
282,768
0.010
49
485
Amphenol Ante] RWA-80017_25%
275.00
279
182,591
0.007
31
338
Flat Light Sector Frames
275.00
1,200
786,339
0.029
135
1,455
Scala AP17.19001090D
251.00
23
13,782
0.001
2
28
Scala AP20-19001063D
251.00
30
17,905
0.001
3
37
CSS X7.665.4
261.00
27
16,138
0.001
3
33
Page 7
Site Number
5110
Code:
ANSIMA-222-G
02007-2017byATCIPLLC. All fights reserved
Site Name:
Angle Road, FL
Engineering Number:
OAA712652 C3 01
9/25/2017 7:35:27 PM
Customer:
SPRINT NEXTEL
Eauivalent Lateral Force Method
CBS X7C-FRO.640
251.00
28
16,491
0.001
3
34
Flat Light Sector Frames
251.00
800
471,178
0.017
81
970
Nokia FRIG w/o Solar Shield
191.00
162
69,608
0.003
12
196
Raycap RCMDC4010.PF-48
191.00
60
25,781
0.001
4
73
Nokia FRIE
191.00
165
71,025
0.003
12
200
Nokia FXFC
191.00
166
71,025
0.003
12
200
Andrew SBNHH-1D65B
191.00
152
66,354
0.002
11
184
CellMax CMA-BDHH/65201E0-8
191.00
372
159,839
0.006
27
451
Round Sector Frames
191.00
900
386,708
0.014
66
1,091
RFSACU-A20-N
180.00
9
3,611
0.000
1
11
Ericsson 800MHz SMR Filter
180.00
30
12,037
0.000
2
36
Nokia NSN FFHS
180.00
17
6,982
0.000
1
21
Ericsson RRUS 31 B25
180.00
168
67,529
0.002
12
204
Ericsson RRUS82 w/o Solarehield
180.00
177
71,019
0.003
12
215
Ericsson RRUS-11 800 MHz
180.00
162
65,001
0.002
11
196
Commscope TTTr65AP-1XR
180.00
100
40,084
0.001
7
121
RFS APXV9ERR18-C
180.00
150
60,186
0.002
10
182
Round Sector Frames
180.00
900
361,116
0.013
62
1,091
Andrew UHX6-59W
136.00
359
104,225
0.004
18
435
Andrew UHX6-59W
122.00
718
183,883
0.007
32
870
Andrew UHX6-59W
111.00
359
82,440
0.003
14
435
Andrew UHX6-59W
109.00
359
80,728
0.003
14
435
Andrew UHX6-59/L
107.00
320
70,436
0.003
12
388 -
Andrew UHX6-59W
102.00
359
74,774
0.003
13
435
119,149 27,030,753 1.000 4,647 144,427
LoadCase (0.9 - 0.2Sds) ` DL + E Seismic (Reduced DL)
Height
Horizontal
Vertical
Above Base
Weight
W:
Force,
Force
Section
(ft)
(lb)
(lb-ft)
CM
(lb)
(lb)
15
290.00
1,171
814,717
0.030
140
1,040
14
270.00
1,541
987,350
0.037
170
1,368
13
250.00
2,308
1,352,81
0.050
233
2,049
12
230.00
2,971
1,582,10
0.059
272
2,638
11
210.00
3,888
1,863,91
0.069
320
3,452
10
190.00
4,483
1,914,61
0.071
329
3,980
9
170.00
6,808
2,557,17
0.095
440
6,044
8
150.00
7,609
2,473,50
0.092
425
6,755
7
130.00
7,687
2,118,35
0.078
364
6,825
6
110.00
9,115
2,071,40
0.077
356
8,093
5
90.00
10,067
1,814,68
0.067
312
8,938
4
70.00
10,538
1,421,29
0.053
2"
9,356
3
50.00
12,370
1,131,33
0.042
194
10,982
2
30.00
14,595
740,168
0.027
127
12,958
1
10.00
14,970
213,588
0.008
37
13,291
Scala AP22-18501633D
294.00
49
34,356
0.001
6
43
CBS X7C-FRO-640
294.00
28
19,794
0.001
3
25
Flat Light Sector Frame
294.00
400
282,768
0.010
49
355
Amphenol Ante[ RWA-80017_25%
275.00
279
182,591
0.007
31
248
Flat Light Sector Frames
275.00
1,200
785,339
0.029
135
1,065
Scala AP17-1900/090D
251.00
23
13,782
0.001
2
21
Scala AP20-19001063D
251.00
30
17,905
0.001
3
27
CSS X7.665.4
251.00
27
16,138
0.001
3
24
CBS X7C-FRO-640
251.00
28
16,491
0.001
3
25
Page 8
Site Number:
5110
Code:
ANSI/TIA.222-G
Site Name:
Angle Road, FL
Engineering Number:
OAA712652_C3_O1
Customer:
SPRINT NEXTEL
Eauivalent Lateral Force Method
Flat Light Sector Frames
251.00
800
471,178
0.017
Nokia FRIG wlo Solar Shield
191.OD
162
69,608
0.003
Raycap RCMDC-4010-PF-48
191.00
60
25,781
0.001
Nokia FRIE
191.00
165
71,025
0.003
Nokia FXFC
191.00
165
71,025
0.003
Andrew SBNHH-1D65B
191.00
152
65,354
0.002
CellMax CMA-BDHH165201EO-8
191.00
372
169,839
0.006
Round Sector Frames
191.00
900
386,708
0.014
RFSACU-A20-N
180.00
9
3,611
0.000
Ericsson 800MHz SIVIR Filter
180.00
30
12,037
0.000
Nokia NSN FFHS
180.00
17
6,982
0.000
Ericsson RRUS 31 B25
180.00
168
67,529
0.002
Ericsson RRUS82 We Solarshield
180.00
177
71,019
0.003
Ericsson RRUS-11 800 MHz
180.00
162
65,001
0.002
Commscope TTTT65AP-1 XR
180.00
100
40,084
0.001
RFS APXV9ERR18-C
180.00
150
60,186
0.002
Round Sector Frames
180.00
900
361,116
0.013
Andrew UHX6-59W
136.00
359
104,225
0.004
Andrew UHX6.59W
122.00
718
183,883
0.007
Andrew UHX6-59W
111.00
359
82,440
0.003
Andrew UHX6.59W
109.00
359
80,728
0.003
Andrew UHX6.591L
107.00
320
70,436
0.003
Andrew UHX6.59W
102.00
359
74,774
0.003
119,149 27,030,753 1.000
02007-2017byATCIPLLC. Alldghisresemed.
9125/2017 7:35:27 PM
81
710
12
1"
4
53
12
147
12
147
11
135
27
330
66
799
1
8
2
27
1
15
12
149
12
157
11
144
7
89
10
133
62
799
18
319
32
637
14
319
14
319
12.
284
13
319
4,647 105,785
Page 9
Site Number: 5110 Code: ANSIMA-222-G
Site Name: Angle Road, FL Engineering Number: OAA712652_C3_01
Customer: SPRINT NEXTEL
Equivalent Modal Analysis Method
(Based on ASCE7-10 Chapters 11, 12 & 15 and ANSIITIA-G, section 2.7)
Spectral Response Acceleration for Short Period (S a):
0.06
Spectral Response Acceleration at 1.0 Second Period (S 1):
0.03
Importance Factor (I e):
1.00
Site Coefficient F a:
1.60
Site Coefficient F :
2.40
Response Modification Coefficient (R):
3.00
Design Spectral Response Acceleration at Short Period (S ds):
0.06
Dosing Spectral Response Acceleration at 1.0 Second Period (S d1):
0.05
Period Based on Rayleigh Method (sec):
0.81
Redundancy Factor(p):
1.30
m2007-2017byATCIPLLC. A/ldghtsmserved.
9/25/2017 7:35:27 PM
LoadCase (1.2 + O.2Sds) '
DL + E
Seismic
-Height
Horizontal
Vertical
Above Base
Weight
Force
Force
Section
(ft)
(lb)
a
b
C
Say
(lb)
(lb)
15
290.00
1,171
1.766
1.389
0.920
0.136
69
1,419
14
270.00
1,541
1.531
0.580
0.680
0.100
67
1,868
13
250.00
2,308
1.312
0.138
0.347
0.074
74
2,797
12
230.00
2,971
1.111
-0.064
0.194
0.056
73
3,602
11
210.00
3,888
0.926
-0.121
0.098
0.045
76
4,713
10
190.00
4,483
0.758
-0.103
0.043
0.038
73
5,434
- 9
170.00
6,808
0.607
-0.055
0.015
0.032
95
8,252
8
150.00
7,609
0.472
-0.006
0.006
0.028
91
9,223
7
130.00
7,687
0.355
0.031
0.008
0.023
76
9,317
6
110.00
9,116
0.254
0.055
0.017
0.018
72
11,049
5
90.00
10,067
0.170
0.066
0.027
0.014
61
12,203
4
70.00
10,538
0.103
0.071
0.037
0.010
47
12,774
3
50.00
12,370
0.053
0.071
0.042
0.007 .
40 -
14,994
2
30.00
14,595
0.019
0.063
0.037
0.005
31
17,691
1
10.00
14,970
0.002
0.033
0.018
0.002
14
18,146
Scala AP22-18501033D
294.00
49
1.815
1.608
1.004
0.145
3
59
CSS X7C-FRO-640
294.00
28
1.815
1.608
1.004
0.145
2
34
Flat Light Sector Frame
294.00
400
1.815
1.608
1.004
0.145
25
485
Amphenol Ante] RWA-
275.00
279
1.588
0.742
0.654
0.108
13
338
Flat Light Sector Frames
275.00
1,200
1.588
0.742
0.654
0.108
56
1,455
Scala AP17.19001090D
251.00
23
1.323
0.154
0.357
0.075
1
28
Scala AP20.19001063D
251.00
30
1.323
0.154
0.357
0.075
1
37
CBS X7.665.4
251.00
27
1.323
0.164
0.357
0.075.
1
33
CBS X7C.FRO-640
251.00
28
1.323
0.154
0.357
0.075
1
34
Flat Light Sector Frames
251.00
800
1.323
0.154
0.357
0.075
26
970
Nokia FRIG w/o Solar Shield
191.00
162
0.766
-0.105
0.045
0.038
3
196
- Raycap RCMDC-4010-PF-48
191.00
60
0.766
-0.105
0.045
0.038
1
73
Nokia FRIE
191.00
165
0.766
-0.105
0.045
0.038
3
200
Nokia FXFC
191.00
165
0.766
-0.105
0.045
0.038
3
200
Andrew SBNHH-1 D65B
191.00
152
0.766
-0.105
0.045
0.038
3
184
CellMax CMA-BDHH165201E0-8
191.00
372
0.766
-0.105
0.045
0.038
6
451
Round Sector Frames
191.00
900
0.766
-0.105
0.045
0.038
15
1,091
RFS ACU-A20-N
180.00
9
0.680
-0.081
0.026
0.035
0
11
Ericsson 800MHz SMR Filter
180.00
30
0.680
-0.081
0.026
0.035
0
36
Nokia NSN FFHS
180.00
17
0.680
-0.081
0.026
0.035
0
21
Ericsson RRUS 31 B25
180.00
168
0.680
-0.081
0.026
0.035
3
204
Ericsson RRUS82 w/o
180.00
177
0.680
-0.081
0.026
0.035
3
215
Ericsson RRUS-11 800 MHz
180.00
162
0.680
-0.081
0.026
0.035
2
196
Page 10
Site Number: 5110
Code:
ANSI/TIA-222-G
02007-2017byATCIPCLC. A/ldghtsmser d.
Site Name: Angle Road, FL
Engineering Number: OAA712652_C3_01
9/25/2017 7:35:27 PM
Customer: SPRINT NEXTEL
Equivalent Modal Analysis Method
Commscope TTTT65AP-1XR
180.00
100
0.680
-0.081
0.026
0.035
2
121
RFS APXVSERR18-C
180.00
150
0.680
-0.081
0.026
0.035
2
182
Round Sector Frames
180.00
900
0.680
-0.081
0.026
0.035
14
1,091
Andrew UHX6-59W
136.00
359
0.388
0.022
0.007
0.024
4
435
Andrew UHX6-59W
122.00
718
0.313
0.042
0.011
0.021
7
870
Andrew UHX6.59W
111.00
359
0.259
0.054
0.016
0.019
3
435
Andrew UHX6-59W
109.00
359
0.250
0.055
0.017
0.018
3
435
Andrew UHX6.591L
107.00
320
0.240
0.057
0.018
0.018
2
388
Andrew UHX6.59W
102.00
359
0.218
0.060
0.021
0.017
3
435
119,149
37.831
8.056
9.131
2.314
1,169
144,427
LoadCase (0.9 - O.2Sds)DL + E
Seismic
(Reduced DL)
Height
Horizontal
Vertical
Above Base
Weight
Force
Force
Section
(it)
(Ib)
a
b
c
S=
(Ib)
(lb)
15
290.00
1,171
1.766
1.389
0.920
0.136
69
1,040
14
270.00
1,541
1.531
0.580
0.580
0.100
67
1,368
13
250.00
2,308
1.312
0.138
0.347
0.074
74
2,049
12
230.00
2,971
1.111
-0.064
0.194
0.056
73
2,638
11
210.00
3,888
0.926
-0.121
0.098
0.045
76
3,452
10
190.00
4,483
0.758
-0.103
0.043
0.038
73
3,980
9
170.00
6,808
0.607
-0.055
0.015
0.032
95
6,044
8
150.00
7,609
0.472
-0.006
0.006
0.028
91
6,766
7
130.00
7,687
0.355
0.031
0.008
0.023
76
6,825
6
110.00
9,115
0.254
0.055
0.017
0.018
72
8,093
5
90.00
10,067
0.170
0.066
0.027
0.014
61
8,938
4
70.00
10,538
0.103
0.071
0.037
0.010
47
9,356
3
50.00
12,370
0.053-
0.071
0.042
0.007
40
10,982
2
30.00
14,595
0.019
0.063
0.037
0.005
31
12,958
1
10.00
14,970
0.002
0.033
0.018
0.002
14
13,291
Scala AP2248501033D
294.00
49
1.815
1.608
1.004
0.145
3
43
CSS X7C-FRO-640
294.00
28
1.815
1.608
1.004
0.145
2
25
Flat Light Sector Frame
294.00
400
1.815
1.608
1.004
0.145
25
355
Amphenol Antel RWA-
275.00
279
1.588
0.742
0.654
0.108
13
248
Flat Light Sector Frames
275.00
1,200
1.588
0.742
0.654
0.108
56
1,065
Scala AP174900/090D
251.00
23
1.323
0.154
0.357
0.075
1
21
Scala AP2049001063D
251.00
30
1.323
0.154
0.357
0.075
1
27
CBS X7-665-4
251.00
27
1.323
0.154
0.357
0.075
1
24
CBS X7C-FR0-640
251.00
28
1.323
0.154
0.357
0.075
1
25
Flat Light Sector Frames
251.00
800
1.323
0.154
0.357
0.075
26
710
Nokia FRIG w/o Solar Shield
191.00
162
0.766
-0.105
0.045
0.038
3
144
Raycap RCMDC-4010-PF-48
191.00
60
0.766
-0.105
0.045
0.038
1
53
Nokia FRIE
191.00
165
0.766
-0.105
0.045
0.038
3
147
Nokia FXFC
191.00
165
0.766
-0.105
0.045
0.038
3
147
Andrew SBNHH-1D65B
191.00
152
0.766
-0.105
0.045
0.038
3
135
CeliMax CMA-BDHH16520/EO-8
191.00
372
0.766
-0.105
0.045
0.038
6
330
Round Sector Frames
191.00
900
0.766
.0.105
0.045
0.038
15
799
RFS ACU-A20-N
180.00
9
0.680
-0.081
0.026
0.035
0
8
Ericsson SOOMHz SMR Filter
180.00
30
0.680
-0.081
0.026
0.035
0
27
Nokia NSN FFHS
180.00
17
0.680
-0.081
0.026
0.035
0
15
Ericsson RRUS 31 B25
180.00
168
0.680
-0.081
0.026
0.035
3
149
Ericsson RRUS82 w/o
180.00
177
0.680
-0.081
0.026
0.035
3
167
Ericsson RRUS-11 800 MHz
180.00
162
0.680
-0.081
0.026
0.035
2
144
Commscope TTTT65AP-1XR
180.00
100
0.680
-0.081
0.026
0.035
2
89
RFS APXV9ERR18-C
180.00
150
0.680
-0.081
0.626
0.035
2
133
Round Sector Frames
180.00
900
0.680
-0.081
0.026
0.035
14
799
Andrew UHX6-59W
136.00
359
0.388
0.022
0.007
0.024
4
319
Andrew UHX6-59W
122.00
718
0.313
0.042
0.011
0.021
7
637
Andrew UHX6-59W
111.00
359
0.259
0.054
0.016
0.019
3
319
Andrew UHX6-59W
109.00
359
0.250
0.065
0.017
0.018
3
319
Andrew UHX6-591L
107.00
320
0.240
0.057
0.018
0.018
2
284
Andrew UHX6-59W
102.00
359
0.218
0.060
0.021
0.017
3
319
Page 11
Site Number:
5110
Site Name:
Angle Road, FL
Customer:
SPRINT NEXTEL
Code: ANSUTIA-222-G 02007-2017byATCIPLLC. Alinghtsresery d.
Engineering Number., OAA712652 C3_01
Equivalent Modal Analysis Method
119,149 37.831 8.056 9.131 2.314
9/25/2017 7:35:27 PM
1,169 105,785
Page 12
Site Number: 5110 Code: ANSIlrlA-222-G 02007-2017hyATCIPLLC. Alldghtsmserved.
Site Name: Angle Road, FL Engineering Number: OAA712652 C3_01 9/25/2017 7:35:27 PM
Customer: SPRINT NEXTEL
Force/Stress Summary
Section: 1 K - MOD
Bot Elev (ft): 0.00
Height (ft): 20.000
Shear Bear
Pu
Len
Bracing
%
F'y Phic Pn
Num
Num
phiRnvphiRn
Use
Max Compression Member
(kip) Load Case
(ft)
X
Y
Z KLIR
(ksi) (kip)
Bolts
Holes
(kip) (kip)
% Controls
LEG PX -16" DIA PIPE
-857.19 1.213 + 1.6W
20.04
25
25
25 11.0
50.0 1,083.9
0
1
0.00 0.00
79 Member X
HORIZDAE-4X4X0.25
-34.43 1.2D + 1.6W 90
16.93
50
50
25 85.4
35.7 85.16
4
2
87.48 83.52
41 Bolt Bear
DIAG DAE-3.5X3.5X0.375
-55.38 1.2D + 1.6W 90
26.91
24
48
12111.6
36.0 83.59
4
2
87.48 125.28
66 MemberY
Shear Bear Blk Shear
Max Tension Member Pu Fy Fu Phit Pn Num Num phiRnv phiRn phit Pn Use
(kip) Load Case (ksi) (ksl) (kip) Bolts Holes (kip) (kip) (kip) % Controls
LEG PX-16"DIAPIPE 724.77 0.9D+1.6W60 50 65 1,093.5 0 1 0.00 0.00 66 Member
HORIZDAE-4X4X0.25 35.24 1.2D+1.6W90 36 58 112.31 4 2 87.48 70.54 73.91 49 Bolt Bear
DIAG DAE - 3.5X3.5X0.375 52.63 1.213 + 1.6W 90 36 58 140.74 4 2 87.48 105.81 94.55 60 Bolt Shear
Pu
phiRnt Use
Num
Max Splice Forces
(kip) Load Case
(kip) /o
Bolts
Bolt Type
Top Tension
721.67 0.9D+1.6W 180
0.00 0
0
Top Compression
853.71 1.213+1.6W
0.00 0
Bot Tension
794.44 0.9D + 1.6W 180
1558.92 51
12
2" A572 GR.
50
Bot Compression
936.76 1.213+1.6W
0.00 0
Section: 2 K --MOD
-Bat Elev (ft): 2"a- --height (ft): 20.000
Shear Bear
Pu Len
Bracing %
F'y Phic
Pn Num
Num phiRnvphiRn
Use
Max Compression Member
(kip) Load Case (ft)
X Y Z KUR
(ksi)
(kip) Bolts
Holes (kip) (kip)
% Controls
LEG PX -16" DIA PIPE
-772.65 1.213 + 1.6W 20.04
25 25 25 11.0
50.0
1,083.9 0
1 0.00 0.00
71 Member X
HORIZDAE-4X4X0.25
-34.28 0.913 +1.6W 90 15.85
50 50 25 80.0
35.7
89.24 4
2 87.48 83.52
41 Bolt Bear
DIAG DAE-3.5X3.SX0.375
-58.391.213+1.6W 90 26.21
24 48 12108.7
36.0
86.47 4
2 87.48125.28
67 Member
Shear
Bear Blk Shear
Pu Fy
Fu Phil Pn Num
Num
phiRnv
phiRn phit Pn
Use
Max Tension Member
(kip) Load Case (ksi)
(ksl) (kip) Bolts
Holes
(kip)
(kip) (kip)
/, Controls
LEG PX -16" DIA PIPE
646.26 1.213 + 1.6W 60 50
65 1,093.5 0
1
0.00
0.00
59 Member
HORIZ DAE-4X4X0.25
34.52 1.213+1.6W 90 36
58 112.31 4
2
87.48
70.54 73.91
48 Bolt Bear
DIAG DAE - 3.5X3.5X0.375
54.52 1.2D + 1.6W 90 36
58 140.74 4
2
87.48
105.81 94.56
62 Boil Shear
Pu
phiRnt Use
Num
Max Splice Forces
(kip) Load Case
(kip) /,
Bolts
Bolt Type
Top Tension
652.28 0.913+1.6W 300
0.00 0
0
Top Compression
769.31 1.213+1.6W 240
0.00 0
Bot Tension
721.67 0.913+1.6W 180
1349.04 53
8
2" A449
Sot Compression
853.71 1.2D+1.6W
0.00 0
Page 13
Site Number:
5110
Code: ANSUTIA-222-G
02007-2017byATCIPLLC. All fights reserved.
Site Name:
Angle Road, FL
Engineering Number: OAA712652_C3_01
9/25/2017 7:35:27 PM
Customer:
SPRINT NEXTEL
Force/Stress Summary
Section: 3 K - MOD Bot Elev (ft): 40.00 Height (ft): 20.000
Shear Bear
Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use
Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls
LEG PX -14" DIA PIPE-686.79 1.2D + 1.6W 20.04 25 25 25 12.6 50.0 943.03 0 1 0.00 0.00 72 Member X
HORIZDAE - 3.5X3.5X0.25 -32.431.213+1.6W 90 14.78 50 50 25 84.8 36.0 74.97 4 2 87.48 83.52 43 Member
DIAG DAE - 3.5X3.5X0.375 -67.34 1.213 + 1.6W 90 25.53 24 48 12 105.9 36.0 89.26 4 2 87.48 125.28 65 Bolt Shear
Shear
Bear
Blk Shear
Pu
Fy
Fu Phit Pn Num
Num
phiRnv
phlRn
Phil Pn
Use
Max Tension Member
(kip) Load Case
(ksi)
(ksi) (kip) Bolts
Holes
(kip)
(kip)
(kip)
% Controls
LEG PX -14" DIA PIPE
585.18 0.913 + 1.6W 60
50
65 954.00 0
1
0.00
0.00
61 Member
HORIZ DAE - 3.5X3.SX0.25
32.23 1.21) + 1.6W 90
36
58 96.00 4
2
87.48
70.54
63.03
51 Blk Shear
DIAG DAE - 3.5X3.5X0.375
54.52 0.9D + 1.6W 90
36
58 140.74 4
2
87.48
105.81
94.55
62 Bolt Shear
Pu
phiRnt Use
Num
Max Splice Forces
(kip) Load Case
(kip) %
Bolts
Bolt Type
Top Tension
582.32 0.913 + 1.6W 180
0.00 0
0
Top Compression
683.69 1.2D+1.6W
0.00 0
Bot Tension
652.28 0.9D + 1.6W 300
1025.68 64
8
1 314 A449
Bot Compression
769.31 1.2D+1.6W 240
0.00 0
Section: 4 K - MOD
Bot Elev (ft): 60.00 Height (ft): 20.000
Shear Bear
Pu
Len
Bracing %
F'y Phlc Pn Num
Num phiRnvphiRn
Use
Max Compression Member
(kip) Load Case
(ft)
X Y Z KL/R
(ksi)
(kip) Bolts
Holes
(kip) (kip)
% Controls
LEG PX -12" DIA PIPE
-602.37 1.2D + 1.6W
20.04
25 25 25 13.9
50.0
851.91 0
1
0.00 0.00
70 Member X
HORIZDAE - 3.5X3.5X0.25
-29.811.213+1.6W 90
13.71
50 50 25 78.7
36.0
79.05 4
2 87.48 83.62
37 Member
DIAG DAE-3.SX3.5X0.25
-55.371.213+1.6W 90
24.88
24 48 12103.9
36.0
62.06 4
2 87.48 83.52
89 Member
Shear
Bear
Blk Shear
Pu
Fy
Fu Phil Pn Num
Num
phiRnv
phiRn
phit Pn
Use
Max Tension Member
(kip) Load Case
(ksi)
(ksi) (kip) Bolts
Holes
(kip)
(kip)
(kip)
% Controls
LEG PX -12" DIA PIPE
514.79 0.913 + 1.6W 60
60
65 864.00 0
1
0.00
0.00
59 Member
HORIZDAE-3.5X3.5X0.25
29.85 1.2D+1.6W 90
36
58 96.00 4
2
87.48
70.54
63.03
47 Blk Shear
DIAG DAE - 3.5X3.5X0.25
53.03 0.9D + 1.6W 90
36
58 96.00 4
2
87.48
70.64
63.03
84 Blk Shear
es Max Splice ForcPu phiRnt Use Num
(kip) Load Case (kip) / Bolts Bolt Type
Top Tension
512.15
0.9D + 1.6W 180
0.00
0
Top Compression
599.50
1.213+1.6W
0.00
0
Sot Tension
582.32
0.9D+1.6W180
769.26
76
Bot Compression
683.69
1.213+1.6W
0.00
0
0
6 1 314 A449
Page 14
Site Number: 5110
Site Name: Angle Road, FL
Customer: SPRINT NEXTEL
Code: ANSI/TIA-222-G 02007-2017byATCIPLLC. Alldghtsmserved.
Engineering Number: OAA712652_C3_01 9/25/2017 7:35:27 PM
Force/Stress Sum
Section: 5 K - MOD Bot Elev (ft): 80.00 Height (ft): 20.000
Shear Bear
Pu Len Bracing % F'y Phic Pn Num Num phiRnvphlRn Use
Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls
LEG PX-12"DIAPIPE-517.281.2D+1.6W 20.04 25 25 25 13.9 50.0 851.91 0 1 0.00 0.00 60 MemberX
HORIZDAE-3X3X0.25-28.18 1.2D + 1.6W 90 12.64 50 50 25 84.2 36.0 64.27 4 2 87.48 83.52 43 Member
DIAG DAE-3.5X3.5X0.25-54.801.2D+1.6W 90 24.25 24 48 12101.3 36.0 63.82 4 2 87.48 83.52 85 Member
Shear
Bear
Blk Shear
Pu
Fy
Fu
Phit Pn
Num
Num
phiRnv
phiRn
phit Pn
Use
Max Tension Member
(kip) Load Case
(ksi)
(ksi)
(kip)
Bolts
Holes
(kip)
(kip)
(kip)
% Controls
LEG PX-12"DIAPIPE
442.70 0.913+1.6W 60
50
65
864.00
0
1
0.00
0.00
51 Member
HORIZ DAE - 3X3X0.25
27.73 1.20 + 1.6W 90
36
58
79.69
4
2
87.48
70.54
53.43
51 BIk Shear
DIAG DAE -3.5X3.5X0.25
52.36 1.2D + 1.6W 90
36
58
96.00
4
2
87.48
70.54
63.03
83 BIk Shear
Pu
phiRnt
Use
Num
Max Splice Forces
(kip)
Load Case
(kip)
%
Bolts
Bolt Type
Top Tension
440.17
0.913 + 1.6W 300
0.00
0
0
Top Compression
514.59
1.2D+1.6W 240
0.00
0
Bot Tension
512.15
0.9D + 1.6W 180
769.26
67
6
1 3/4 A449
Bot Compression
599.50
1.2D+1.6W
0.00
0
Section: 6 X - MOD
Bot Elev (ft): 100.0
Height (ft): 20.000
Shear Bear
Pu
Len
Bracing %
F'y
Phic Pn Num Num phiRnv phiRn Use
Max Compression Member
(kip)
Load Case (ft)
- X Y
Z KL/R
(ksi)
(kip) ' Bolts Holes (kip) (kip) % Controls
LEG PX - 10" DIA PIPE-502.70 1.2D + 1.6W 6.68 100 100 100 22.1 50.0 699.13 0 0 0.00 0.00 71 MemberX
HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0
DIAG DAE -3X3X0.25-25.601.213+1.6W 90 25.80 48 48 12 159.8 36.0 25.47 , 4 2 87.48 83.52 100 MemberX
Shear
Bear
Slk Shear
Pu
Fy
Fu
Phit Pn
Num
Num
phiRnv
phiRn
Phil Pn
Use
Max Tension Member
(kip) Load Case
(ksi)
(ksi)
(kip)
Bolts
Holes
(kip)
(kip)
(kip)
% Controls
LEG PX-10"DIAPIPE
427.88 1.2D+1.6W60
50
65
724.50
0
0
0.00
0.00
59 Member
HORIZ
0.00
0
0
0.00
0
0
0.00
0.00
0.00
0
DIAG DAE - 3X3X0.25
25.14 1.213 + 1.6W 90
36
58
79.69
4
2
87.48
70.54
53.43
47 BIk Shear
Max Splice Forces Pu phiRnt Use Num
(kip) Load Case (kip) % Bolts Bolt Type
Top Tension
378.48
0.91) + 1.6W 180
0.00
0
Top Compression
439.15
1.2D+1.6W
6.00
0
Bot Tension
440.17
0.9D+1.6W300
769.26
57
Bot Compression
514.59
1.2D+1.6W 240
0.00
0
0
6 1 3/4 A449
Page 15
Site Number: 5110 Code: ANSI/TIA-222-G 02007-2017byATC1PLLC. Alldghtsmsemed.
Site Name: Angle Road, FL Engineering Number: OAA712652_C3_O1 9/25/2017 7:35:27 PM
Customer: SPRINT NEXTEL
Section:7 X
Max Compression Member
Force/Stress Summary
Bot Elev (ft): 120.0 Height (ft): 20.000
Shear Bear
Pu Len Bracing % F'y Phic Pn Num Num phiRnvphiRn Use
(kip) Load Case (ft) X Y Z KL1R (ksi) (kip) Bolts Holes (kip) (kip) % Controls
LEG PX-10"DIAPIPE-428.911.213+1.6W 6.68 100 100 100 22.1 50.0 699.13 0 0 0.00 0.00 61 MemberX
HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0
DIAG DAE-3X3X0.1875-20.681.213+1.6W 90 23.74 48 48 24151.6 36.0 21.43 4 2 87.48 62.64 96 MemberY
Shear
Bear
Blk Shear
Pu Fy
Fu Phit Pn Num
Num
phiRn
phiRn
phit Pn
Use
Max Tension Member
(kip) Load Case (ksi)
(ksi) (kip) Bolts
Holes
(kip)
(kip)
(kip)
% Controls
LEG PX -10" DIA PIPE
371.64 0.913 + 1.6W 60 50
65 724.50 0
0
0.00
0.00
51 Member
HORIZ
0.00 0
0 0.00 0
0
0.00
0.00
0.00
0
DIAG DAE-3X3X0.1875
20.491.213+1.6W 90 36
58 60.42 4
2
87.48
62.90
40.07
51 Blk Shear
Pu
phiRnt Use
Num
Max Splice Forces
(kip) Load Case
(kip) /o
Bolts
Bolt Type
Top Tension
323.15 0.9D + 1.6W 180
0.00 0
0
Top Compression
372.58 1.213+1.6W
0.00 0
Bot Tension
378.48 0.913 + 1.6W 180
769.26 49
6
1 3/4 A449
Bot Compression
439.15 1.213+1.6W
0.00 0
Section: 8 X
Bot Elev (ft): 140.0 Height (ft): 20.000
Shear Bear
Pu Len
Bracing %
F'y Phic Pn Num
Num phiRnvphiRn
Use
Max Compression Member
(kip) Load Case (ft)
X Y Z KL/R
(ksi)
(kip) Bolts
Holes
(kip) (kip)
% Controls
LEG PX - 8" DIA PIPE
-362.49 1.213 + 1.6W 6.68
100 100 100 27.8
50.0
544.29 0
0
0.00 0.00
66 Member X
HORIZ
0.00 0.000
0 0 0 0.0
0.0
0.00 0
0
0.00 0.00
0
DIAG SAE-4X4X0.375
-18.701.213+1.6W 90 21.69
50 50 50167.1
36.0
23.14 1
1 21.87 31.32
85 Bolt Shear
Shear
Bear
Blk Shear
Pu Fy
Fu Phit Pn Num
Num
phiRn
phiRn
phit Pn
Use
Max Tension Member
(kip) Load Case (ksi)
(ksi) (kip) Bolts
Holes
(kip)
(kip)
(kip)
% Controls
LEG PX-8"DIAPIPE
312.29 1.213+1.6W 60 50
65 576.00 0
0
0.00
0.00
54 Member
HORIZ
0.00 0
0 0.00 0
0
0.00
0.00
0.00
0
DIAG SAE -4X4X0.375
18.571.213+1.6W 90 36
58 82.60 1
1
21.87
21.58
41.76
86 Bolt Bear
Pu
phiRnt Use
Num
Max Splice Forces
(kip) Load Case
(kip) /,
Bolts
Bolt Type
Top Tension
267.90 0.9D + 1.6W 180
0.00 0
0
Top Compression
307.49 1.2D+1.6W
0.00 0
Bot Tension
323.15 0.9D + 1.6W 180
623.64 52
6
1 318 A325
Bot Compression
372.58 1.213+1.6W
0.00 0
Page 16
Site Number: 5110
Code:
ANSl1TIA-222-G
02007-2017byATCIPtLC. All lights reserved.
Site Name: Angle Road, FL
Engineering Number: OAA712652 C3_01
9/2512017 7:35:27 PM
Customer: SPRINT NEXTEL
Force/Stress Summary
Section: 9 X
Bot Elev (ft): 160.0 Height (ft): 20.000
Shear Bear
Pu Len
Bracing % F'y Phic Pn Num
Num phiRnvphiRn
Use
Max Compression Member
(kip) Load Case (ft)
X Y Z KL/R (ksi)
(kip) Bolts
Holes (kip) (kip)
% Controls
LEG PX-8"DIAPIPE
-297.721.213+1.6W 6.68
100100 100 27.8 50.0
544.29 0
0 0.00 0.00
54 MemberX
HORIZ
0.00 0.000
0 0 0 0.0 0.0
0.00 0
0 0.00 0.00
0
DIAG SAE - 3.5X3.5X0.375
-16.37 1.213 + 1.6W 90 19.66
50 50 50 171.8 36.0
18.99 1
1 21.87 31.32
86 Member Z
Shear
Bear Bilk Shear
Pu Fy
Fu Phit Pn Num Num
phiRnv
phiRn phit Pn
Use
Max Tension Member
(kip) Load Case (ksi)
(ksl) (kip) Bolts Holes
(kip)
(kip) (kip)
% Controls
LEG PX - 8" DIA PIPE
260.58 0.9D + 1.6W 60 50
65 576.00 0 0
0.00
0.00
45 Member
HORIZ
0.00 0
0 0.00 0 0
0.00
0.00 0.00
0
DIAG SAE - 3.5X3.5X0.375
16.22 1.2D + 1.6W 90 36
58 70.20 1 1
21.87
21.58 33.61
75 Bolt Bear
Pu
phiRnt Use Num
Max Splice Forces
(kip) Load Case
(kip) /o Bolts
Bolt Type
Top Tension
213.47, 0.913 + 1.6W 180
0.00 0 0
Top Compression
244.17 1.2D+1.6W
0.00 0
Bot Tension
267.90 0.913 + 1.6W 180
623.64 43 6
1 318 A325
Bot Compression
307.49 1.2D+1.6W
0.00 0
Section: 10 X
Bot Elev (ft):180.0 Height (ft): 20.000
Shear Bear
Pu Len
Bracing % F'y Phic Pn Num
Num phiRnvphiRn
Use
Max Compression Member
(kip) Load Case (ft)
X Y Z KL1R (ksi)
(kip) Bolts
Holes (kip) (kip)
% Controls
LEG PST-8"DIAPIPE
-234.431.213+1.6W 6.68
100 100 '100 27.3 50.0
358.01 0
0 0.00 0.00
65 MemberX
HORIZ
0.00 0.000
0 0 0 0.0 0.0
0.00 0
0 0.00 0.00
0
DIAG SAE -3.5X3.5X0.25
-13.411.213+1.6W 90 17.66
50 50 50154.1 36.0
16.09 1
1 21.87 20.88
83 Member
Shear
Bear Blk Shear
Pu Fy
Fu Phit Pn Num Num
phiRnv
phiRn Phil Pn
Use
Max Tension Member
(kip) Load Case (ksi)
(ksl) (kip) Bolts Holes
(kip)
(kip) (kip)
^/ Controls
LEG PST-8"DIAPIPE
205.33 1.20+1.6W 60 50
65 378.00 0 0
0.00
0.00
54 Member
HORIZ
0.00 0
0 0.00 0 0
0.00
0.00 0.00
0
DIAG SAE -3.5X3.5X0.25
13.23 1.213+1.6W 90 36
58 48.00 1 1
21.87
14.39 22.40
91 Bolt Bear
Pu
phiRnt Use Num
Max Splice Forces
(kip) Load Case
(kip) % Bolts
Bolt Type
Top Tension
167.78 0.913 + 1.6W 180
0.00 0 0
Top Compression
188.82 1.213 + 1.6W
0.00 0
Bot Tension
213.47. 0.91) + 1.6W 180
623.64 34 6
1 318 A325
Sot Compression
244.17 1.213+ 1.6W
0.00 0
Page 17
Site Number 5110
Code:
ANSIMA-222-G
02007-2017byATCIPLLC. AI/dghtsresemed.
Site Name: Angle Road, FL
Engineering Number: OAA712652 C3 01
9/25/2017 735:27 PM
Customer: SPRINT NEXTEL
Force/Stress Summary
Section: 11 X
Bot Elev (ft): 200.0 Height (ft): 20.000
Shear Bear
Pu Len
Bracing %
Fy Phic Pn Num
Num phiRnvphiRn
Use
Max Compression Member
(kip) Load Case (ft)
X Y Z KLIR
(ksi) (kip) Bolts
Holes (kip) (kip)
% Controls
LEG PX - 6" DIA PIPE
-181.42 1.213 + 1.6W 6.68
100 100 100 36.5
50.0 342.89 0
0 0.00 0.00
52 Member X
HORIZ
0.00 0.000
0 0 0 0.0
0.0 0.00 0
0 0.00 0.00
0
DIAG SAE - 3X3X0.25
-9.78 1.213 + 1.6W 90 15.70
50 50 50 159.1
36.0 12.84 1
1 21.87 20.88
76 Member Z
Shear
Bear Blk Shear
Pu Fy
Fu Phit Pn Num
Num phiRnv
phiRn phit Pn
Use
Max Tension Member
(kip) Load Case (ksi)
(ksi) (kip) Bolts
Holes (kip)
(kip) (kip)
% Controls
LEG PX - 6" DIA PIPE
160.73 1.213 + 1.6W 60 50
65 378.00 0
0 0.00
0.00
42 Member
HORIZ
0.00 0
0 0.00 0
0 0.00
0.00 0.00
0
DIAG SAE - 3X3X0.25
9.68 1.2D + 1.6W 90 36
58 39.84 1
1 21.87
14.39 19.69
67 Bolt Bear
Pu
phiRnt Use
Num
Max Splice Forces
(kip) Load Case
(kip) %
Bolts Bolt Type
Top Tension
126.56 0.913+1.6W 180
0.00 0
0
Top Compression
141.76 1.213 + 1.6W
0.00 0
Bot Tension
167.78 0.91) + 1.6W 180
623.64 27
6 1 318 A325
Bot Compression
188.82 1.213+1.6W
0.00 0
Section: 12 X
Bot Elev (ft): 220.0 Height (ft): 20.000
Shear Bear
Pu Len
Bracing %
F'y Phic Pn Num
Num phiRnvphiRn
Use
Max Compression Member
(kip) Load Case (ft)
X Y Z KL/R
(ksi) (kip) Bolts
Holes (kip) (kip)
% Controls
LEG PX - 5" DIA PIPE
-134.20 1.2D + 1.6W 6.68
100 100 100 43.6
50.0 239.33 0
0 0.00 0.00
56 Member X
HORIZ
0.00 0.000
0 0 0 0.0
0.0 0.00 0
0 0.00 0.00
0
DIAG SAE - 3=0.1875
-8.64 1.213 + 1.6W 90 13.79
50 50 50 138.8
36.0 12.78 1
1 21.87 15.66
67 Member Z
Shear
Bear Blk Shear
Pu Fy
Fu Phil Pn Num
Num phiRnv
phiRn phit Pn
Use
Max Tension Member
(kip) Load Case (ksi)
(ksi) (kip) Bolts
Holes (kip)
(kip) (kip)
/, Controls
LEG PX - 5" DIA PIPE
119.52 1.213 + 1.6W 60 50
65 274.95 0
0 0.00
0.00
43 Member
HORIZ
0.00 0
0 0.00 0
0 0.00
0.00 0.00
0
DIAG SAE - 3X3X0.1875
8.53 1.21) + 1.6W 90 36
58 30.21 1
1 21.87
10.79 14.76
79 Bolt Bear
Pu
phiRnt Use
Num
Max Splice Forces
(kip) Load Case
(kip) %
Bolts Bolt Type
Top Tension
84.63 0.91) + 1.6W 180
0.00 0
0
Top Compression
94.96 1.213+ 1.6W
0.00 0
Bot Tension
126.56 0.913+1.6W 180
348.88 36
4 1114 A325
Bot Compression
141.76 1.213+1.6W
0.00 0
Page 18
Site Number: 5110
Code:
ANSIITIA-222-G
02007- 2017 byATC IP LLC. All fights reserved.
Site Name: Angle Road, FL
Engineering Number: OAA712652_C3_01
9/25/2017 7:35:27 PM
Customer: SPRINT NEXTEL
Force/Stress Summary
Section: 13 X
Bot Elev (ft): 240.0 Height (ft): 20.000
Shear Bear
.
Pu Len
Bracing % F'y Phlc Pn Num
Num phlRnvphiRn
Use
Max Compression Member
(kip) Load Case (ft)
X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip)
% Controls
LEG PX - 3-1/2" DIA PIPE
-89.45 1.213 + 1.6W 5.01
100 100 100 45.9 50.0 141.97 0
0 0.00 0.00
63 Member X
HORIZ
0.00 0.000
0 0 0 0.0 0.0 0.00 0
0 0.00 0.00
0
DIAG SAE-2.5X2.5X0.1875
-7.091.21)+1.6W 90 11.19
50 50 50135.7 36.0 11.06 1
1 15.19 13.05
64 MemberZ
Shear
Bear Blk Shear
Pu Fy
Fu Phit Pn Num Num phlRnv
phiRn phit Pn
Use
Max Tension Member
(kip) Load Case (ksi)
(ksi) (kip) Bolts Holes (kip)
(kip) (kip)
% Controls
LEG PX-3-112"DIA PIPE
80.11 0.913+1.6W 60 50
65 165.60 0 0 0.00
0.00
48 Member
HORIZ
0.00 0
0 0.00 0 0 0.00
0.00 0.00
0
DIAG SAE - 2.5X2.5X0.1875
7.03 1.213 + 1.6W 90 36
58 24.84 1 1 15.19
8.94 11.58
78 Bolt Bear
Max Splice Forces
Pu
(kip)
Load Case
phlRnt
(kip)
Use
%
Num
Bolts Bolt Type
Top Tension
46.28 0.913+1.6W 180
0.00
0
0
Top Compression
52.11
1.213 + 1.6W
0.00
0
Bet Tension
84.63
0.91)+1.6W 180
348.88
24
4 11/4A325
Bot Compression
94.96
1.21)+1.6W
0.00
0
Section:14 X
Bot Elev (ft): 260.0 Height (ft): 20.000
Shear Bear
Pu
Len
Bracing %
F'y Phlc Pn Num
Num phlRnvphiRn
Use
Max Compression Member
(kip) Load Case
(it)
X Y Z
KL/R
(ksi)
(kip) Bolts Holes (kip) (kip)
% Controls
LEG PST - 3" DIA PIPE
-47.37 1.2D + 1.6W
5.01
100 100 100
51.8
50.0
82.46 0
0 0.00 0.00
57 Member X
HORIZ
0.00
0.000
0 0 0
0.0
0.0
0.00 0
0 0.00 0.00
0
DIAG SAE-1.75X1.75X0.18
-4.841.213+1.6W 90
9.328
47 47 47153.4
36.0
5.96 1
1 15.19 13.05
81 MemberZ
Shear
Bear Blk Shear
Pu
Fy
Fu Phil Pn
Num
Num
phlRnv
phiRn phit Pn
Use
Max Tension Member
(kip) Load Case
(ksl)
(ksi) (kip)
Bolts
Holes
(kip)
(kip) (kip)
% Controls
LEG PST - 3" DIA PIPE
42.16 0.913 + 1.6W 60
50
65 100.35
0
0
0.00
0.00
42 Member
HORIZ
0.00
0
0 0.00
0
0
0.00
0.00 0.00
0
DIAG SAE - 1.75X1.75X0.18
4.79 1.213 + 1.6W 90
36
58 15.67
1
1
15.19
8.94 8.52
56 Blk Shear
Max Splice Forces
Pu
(kip) Load Case
phlRnt Use Num
(kip) % Bolts Bolt Type
Top Tension
14.63 0.9D + 1.6W 180
0.00
0
Top Compression
16.85 1.213+1.6W
0.00
0
Bot Tension
46.28 0.913 + 1.6W 180
218.08
21
Bet Compression
52.11 1.21)+1.6W
0.00
0
0
4 1 A325
Page 19
Site Number:
6110
Code: ANSI/TIA-222-G
02007-2017byATC1PLLC. Alinghtsmserved..
Site Name:
Angle Road, FL
Engineering Number: OAA712652_C3_01
9/25/2017 7:35:27 PM
Customer:
SPRINT NEXTEL
Force/Stress Summary
Section: 15 X
Bot Elev (ft): 280.0
Height (ft): 20.000
Shear
Bear
Pu
Len
Bracing
%
F'y Phic Pn
Num
Num
phiRnvphiRn
Use
Max Compression Member
(kip) Load Case
(ft)
X Y
Z KLIR
(ksi) (kip)
Bolts
Holes
(kip)
(kip)
% Controls
LEG PST - 2-1/2" DIA PIP
-13.77 1.2D + 1.6W
5.00
100 100
100 63.4
50.0 67.18
0
0
0.00
0.00
24 Member X
HORIZSAE - 1.75X1.75X0.18
-0.28 1.2D + 1.6W
6.000
100 100
100 209.9
36.0 3.18
1
1
15.19
13.05
8 Member Z
DIAG SAE - 1.75Xl.75X0.18
-2.56 1.213 + 1.6W 90
7.810
50 50
50 136.6
36.0 7.52
1
1
15.19
13.05
34 Member Z
Shear
Bear
Blk Shear
Pu
Fy
Fu
Phit Pn Num
Num
phlRnv
phiRn
phit Pn
Use
Max Tension Member
(kip) Load Case
(ksi)
(ksi)
(kip) Bolts
Holes
(kip)
(kip)
(kip)
% Controls
LEG PST - 2-1/2" DIA PIP
11.89 1.213 + 1.6W 60
50
65
76.68 0
0
0.00
0.00
15 Member
HORIZSAE-1.75X1.75X0.18
0.28 1.2D+1.6W 60
36
58
15.67 1
1
15.19
8.94
8.52
3Blk Shear
DIAG SAE-1.75X7.75X0.18
2.63 1.2D + 1.6W 90
36
58
15.67 1
1
15.19
8.94
8.62
29 Blk Shear
Pu
phiRnt
Use
Num
Max Splice Forces
(kip) Load Case
(kip)
/
Bolts
Bolt Type
Top Tension -
0.00
0.00
0
0
Top Compression
0.17 (1.2+ 0.2Sds) •
0.00
0
Bot Tension
14.63 0.913 + 1.6W 180
120.40
12
4
314 A325
Bot Compression
16.85 1.213+1.6W
0.00
0
Page 20
Site Number: 6110 Code: ANSIRIA-222-G 02007-2017byATCIPLLC. Alldghlsmserved.
Site Name: Angle Road, FL Engineering Number. OAA712652_C3_01 9/25/2017 7:35:27 PM
Customer: SPRINT NEXTEL
Detailed Reactions
FX
FY
FZ
Load Case
Node
(kip)
(kip)
(kip) (-) = Uplift (+) = Down
1.213+1.6W Normal
1
0.00
933.58
-114.39
1a
35.55
-395.30
41.15
1b
-35.55
-396.30
41.15
1.2D + 1.6W 60 deg
1
-15.67
460.02
-55.44
1a
-55.85
460.02
14.15
1b
-85.77
-777.05
49.52
1.2D + 1.6W 90 deg
1
-18.91
47.66
-4.35
1a
-86.29
775.13
39.32
1b
-80.19
-679.82
-34.97
1.21)+ 1.6W 120 deg
1
-17.86
.395.30
51.36
1a
-99.07
933.58
57.20
1b
-53.41
-395.30
-10.21
1.2D+1.6W 180 deg
1
0.00
-777.05
99.04
1a
40.18
460.02
41.29
1b
40.18
460.02
41.29
1.2D + 1.6W 210 deg
1
9.81
-679.82
86.93
1a
5.69
47.66
18.55
I
77.19
775.13
55.08
1.2D + 1.6W 240 deg
1
17.86
-395.30
51.36
1a
53.41
-395.30
-10.21
lb
99.07
933.68
57.20
1.2D + 1.6W 300 deg
1
15.67
460.02
-55.44
1a
85.77
-777.05
49.52
1b
55.85
460.02
14.15
1.2D + 1.6W 330 deg
1
9.10
775.13
-94.39
to
70.38
-679.82
-51.96
1b
13.22
47.66
-14.20
0.9D+1.6W Normal
1
0.00
920.98
-113.30
1a
36.47
-406.87
41.70
1b
-36.47
-406.87
41.70
0.9D + 1.6W 60 deg
1
.15.69
447.78
-54.36
1a
.54.92
447.78
13.59
1b
-86.69
-788,33
-60.05
0.9D + 1.6W 90 deg
1
.18.93
35.75
-3.27
la
-85.35
762.65
38.76
1b
-".11
-691.16
-35.49
0.913 + 1.6W 120 deg
1
-17.88
406.87
52.43
1a
-98.12
920.98
56.65
1 b
-54.35
406.87
-10.73
0.91)+1.6W 180 deg
1
0.00
-788.33
100.10
la
-39.23
447.78
40.76
1 b
39.23
447.78
40.76
0.9D + 1.6W 210 deg
1
9.82
-691.17
87.99
1a
6.63
35.75
18.03
Page 21
Site Number: 5110
Site Name: Angle Road, FL
Customer: SPRINT NEXTEL
H.,
0.9D + 1.6W 240 deg
0.9D + 1.6W 300 deg
0.9D + 1.6W 330 deg
1.2D + 1.ODI + 1.OWi Normal
11.21) + 1.ODI + 1.OWi 60 deg
1.2D + 1.ODI + 1.0 Wi 90 deg
1.2D + 1.0Di + 1.OWi 120 deg
1.2D+ 1.ODI+ 1.OWi 180 deg
1.2D + 1.ODI + 1.OWi 210 deg
1.2D + 1.ODI + 1.0 Wi 240 deg
1.2D + 1.ODI + 1.OWi 300 deg
1.2D + 1.ODI + 1.OW1 330 deg
(1.2+ 0.2Sds) • DL + E Normal Mt
(1.2+0.2Sds) • DL+ E Normal M2
(1.2 + 0.2Sds) - DL + E 60 deg MI
(1.2+ 0.2Sds)' DL+ E 60 deg M2
Code: ANSIRIA-222-G ®2007-2017byATCIPLLC. A/ldghfsmsery d.
Engineering Number: OAA712652_C3_01 9/26/2017 7:35:27 PM
76.25 762.65
17.88-406.87
54.35-406.87
98.12 920.98
15.69 447.78
86.69-788.33
54.92 447.78
9.11 762.65
71.29-691.17
12.30 35.75
0.00 85.06
-1.66 28.96
1.66 28.96
-0.69 65.18
-6.68 65.18
-0.49 12.62
-0.82 47.66
-6.89 78.51
-0.24 16.80
-0.75 28.96
-7.41 85.06
0.91 28.96
0.00 12.62
-4.89 65.18
4.89 65.18
0.41 16.80
-2.92 47.66
6.48 78.51
0.75 28.96
-0.91 28.96
7.41 85.06
0.69 65.18
0.49 12.62
5.58 65.18
0.41 78.51
-0.17 16.80
3.73 47.66
0.00 71.08
-2.77 33.65
2.77 33.65
0.00 52.73
-3.52 42.82
3.52 42.82
-0.33 58.60
-5.09 58.60
1.45 21.18
-0.07 49.43
4.09 49.43
3.19 39.52
Page 22
54.54
52.43
-10.73
56.65
-54.36
-50.05
13.59
-93.30
-52.60
44.76
-8.56
0.09
0.09
-6.04
2.42
-0.28
-3.84
3.51
0.33
-1.48
4.28
1.39
0.56
3.62
3.62
0.04
2.63
4.21
-1.48
1.39
4.28
-6.04
-0.28
2.42
-7.72
-0.37
1.21
-7.03
1.22
1.22
-5.01
1.94
1.94
-5.69
2.56
0.84
-4.68
2.28
1.84
Site Number: 5110
Code:
ANSUTIA-222-G
Site Name: Angle Road, FL
Engineering Number:
OAA712652_C3_01
Customer: SPRINT NEXTEL
(1.2 + 0.2Sds)' DL + E 90 deg M1
1
-0.38
46.13
-4.35
1a
-5.87
67.73
3.17
1 b
1.66
24.52
1.18
(1.2 + 0.2Sds) • DL + E 90 deg M2
1
-0.09
46.13
-4.35
1a
-4.28
51.85
2.42
1 b
3.25
40.40
1.92
(1.2+0.2Sds)'DL+E 120 deg M7
1
-0.33
33.65
-3.01
1a
-6.08
71.08
3.51
1b
2.44
33.65
1.79
(1.2+ 0.2Sds) • DL+ E 120 deg M2
1
-0.07
42.82
-4.02
1a
-4.34
52.73
2.51
1b
3.44
42.82
2.07
(1.2+ 0.2Sds)' DL+ E 180 deg M1
1
0.00
21.18
-1.67
1a
-4.76
58.60
3.13
1 b
4.76
58.60
3.13
(1.2+ 0.2Sds) - DL+ E 180 deg M2
1
0.00
39.52
-3.69
1a
-4.02
49.43
2.40
1 b
4.02
49.43
2.40
(1.2+ 0.2Sds)' DL + E 210 deg M1
1
0.19
24.52
-2.03
1a
-3.57
46.13
2.51
1 b
5.68
67.73
3.50
(1.2+0.2Sds)•DL+E210 deg M2
1
0.04
40.40
-3.77
1a
-3.72
46.13
2.25
1 b
4.24
51.85
2.50
(1.2 + 0.2Sds) • DL+ E 240 deg Mt
1
0.33
33.65
-3.01
1a
-2.44
33.65
1.79
1 b
6.08
71.08
3.51
(1.2+ 0.2Sds)' DL+ E 240 deg M2
1
0.07
42.82
-4.02
1a
-3.44
42.82
2.07
1b
4.34
52.73
2.51
(1.2+ 0.2Sds) • DL+ E 300 deg M1
1
0.33
58.60
-5.69
1a
-1.45
21.18
0.84
1 b
5.09
58.60
2.66
(1.2 + 0.2Sds) • DL+ E 300 deg M2
1
0.07
49.43
-4.68
1a
-3.19
39.52
1.84
1 b
4.09
49.43
2.28
(1.2+0.2Sds). DL+E 330 deg M1
1
0.19
67.73
-6.67
1a
-1.85
24.52
0.85
1b
3.96
46.13
1.84
(1.2+ 0.2Sds) • DL + E 330 deg M2
1
0.04
51.85
-4.92
1a
-3.29
40.40
1.85
I
3.81
46.13
2.10
(0.9 - 0.2Sds)' DL + E Normal M1
1
0.00
58.71
-5.56
1a
-1.77
21.32
0.63
1 b
1.77
21.32
0.63
(0.9 - 0.2Sds)' OL+ E Normal M2
1
0.00
40.39
-3.85
1a
-2.51
30.48
1.36
1b
2.51
30.48
1.36
®2007-2017byATCIPLLC. Alldghtsreserved.
9/26/2017 7:35:27 PM
Page 23
Site Number: 5110
Site Name: Angle Road, FL
Customer: SPRINT NEXTEL
(0.9 - 0.2Sds) . DL + E 60 deg M1
(0.9 - 0.2Sds) ` DL + E 60 deg M2
(0.9 - 0.2Sds) . DL + E 90 deg M7
(0.9 - 0.2Sds) • DL + E 90 deg M2
(0.9 - 0.2Sds)' DL + E 120 deg Mt
(0.9 - 0.2Sds)' DL + E 120 deg M2
(0.9 - 0.2Sds)' DL+ E 180 deg M1
(0.9 - 0.2Sds)' DL + E 180 deg M2
(0.9 - 0.2Sds) . DL + E 210 deg M1
(0.9 - 0.2Sds) . DL + E 210 deg M2
(0.9 - 0.2Sds) • DL+ E 240 deg M7
(0.9 - 0.2Sds)' DL+ E 240 deg M2
(0.9 - 0.2Sds)' DL + E 300 deg M7
(0.9 - 0.2Sds)' DL+ E 300 deg M2
(0.9 - 0.2Sds)' DL+ E 330 deg M7
(0.9 - 0.2Sds)' DL+ E 330 deg M2
1.013 + 1.OW Service Normal
1
Code: ANSI/TIA-222-G 02007-2017byATC1PLLC. A/ldghtsrese0red.
Engineering Number: OAA712652 C3 01 9/25/2017 7:35:27 PM
-0.33 46.25
-4.08 46.25
0.44 8.86
-0.07 37.09
-3.08 37.09
2.18 27.18
-0.38 33.78
-4.86 55.37
0.65 12.20
-0.09 33.78
.3.28 39.50
2.24 28.07
-0.33 21.32
-5.08 58.71
1.43 21.32
-0.07 30.48
-3.33 40.39
2.43 30.48
0.00 8.86
-3.75 46.25
3.75 46.25
0.00 27.18
-3.01 37.09
3.01 37.09
0.19 12.20
-2.57 33.78
4.67 55.37
0.04 28.07
-2.72 33.78
3.23 39.50
0.33 21.32
-1.43 21.32
5.08 58.71
0.07 30.48
-2.43 30.48
3.33 40.39
0.33 46.25
-0." 8.86
4.08 46.25
0.07 37.09
-2.18 27.18
3.08 37.09
0.19 55.37
-0.85 12.20
2.95 33.78
0.04 39.50
-2.28 28.07
2.80 33.78
0.00 180.94
Page 24
-4.62
1.97
0.25
-3.52
1.69
1.26
-3.19
2.59
0.60
-3.19
1.84
1.34
-1.85
2.93
1.21
.2.85
1.92
1.49
-0.51
2.55
2.55
-2.52
1.82
1.82
-0.87
1.93
2.92
-2.61
1.67
1.92
-1.85
1.21
2.93
-2.85
1.49
1.92
-4.52
0.25
1.97
-3.52
1.26
1.69
-5.50
0.27
1.26
-3.76
1.27
1.52
-21.21
Site Number: 5110
Code:
ANSUTIA-222-G
Site Name: Angle Road, FL
Engineering Number:
OAA712652 C3 01
Customer: SPRINT NEXTEL
la
3.15
-30.89
-5.03
lb
-3.15
-30.89
-5.03
1.013 + 1.OW Service 60 deg
1
-2.53
105.44
-11.74
1a
-11.44
105.44
3.68
1b
-11.04
-91.74
-6.38
1.OD + 1.OW Service 90 deg
1
-3.00
39.72
-3.59
1a
-16.34
155.81
7.71
1 b
-10.16
-76.38
-4.12
1.013 + 1.OW Service 120 deg
1
.2.78
-30.89
5.24
1a
-18.37
180.94
10.61
1 b
-5.93
-30.89
-0.21
1.OD+COW Service 180 deg
1
0.00
-91.95
12.77
1a
-8.91
105.55
8.07
1 b
8.91
105.55
8.07
1.O13 + 1.OW Service 210 deg
1
1.61
-76.38
10.86
1a
-1.61
39.72
4.39
1b
14.85
155.81
10.29
1.013 + 1.OW Service 240 deg
1
2.78
-30.89
6.24
to
5.93
-30.89
-0.21
1b
18.37
180.94
10.61
1.OD + 1.OW Service 300 deg
1
2.53
105.44
-11.74
la
11.04
-91.74
-6.38
lb
11.44
105.44
3.68
1.013 + 1.OW Service 330 deg
1
1.49
155.81
-18.01
la
8.65
-76.38
-6.74
lb
4.61
39.72
-0.80
02007-2017byATCIPLLC. Alldghtstesemed.
9/25/2017 7:35:27 PM
Max Uplift: 788.33(kip) Moment Ice: 1,165.91 (kip-ft) Moment: 27,620.34(kip-ft) 1.2D+1.6W Normal
Max Down: 933.58(kip) Total Down Ice: 142.98 (kip) Total Down: 142.98 (kip)
Max Shear: 114.40(kip) Total Shear Ice: 8.38 (kip) Total Shear: 196.70 (kip)
Page 25
Site Number:
6110
Code: ANSIRIA-222-G
®2007-2017byATC1PLLC. AIlrlghtsresewed.
Site Name:
Angle Road, FL
Engineering Number: OAA712652_C3_01
9/25/2017 7:35:27 PM
Customer:
SPRINT NEXTEL
Deflections and Rotations
Load Case
- Elevation
(ft)
Deflection
(ft)
Twist
(deg)
Sway
(deg)
Resultant
(deg)
120
mph Normal to Face with No Ice
100.00
0.348
0.0196
0.3867
0.3867
120
mph Normal to Face with No Ice
106.67
0.396
0.0216
0.4210
0.4210
120
mph Normal to Face with No Ice
113.33
0.445
0.0227
0.4386
0.4392
120
mph Normal to Face with No Ice
120.00
0.498
0.0239
0.4640
0.4646
120
mph Normal to Face with No Ice
133.33
0.612
0.0261
0.5096
0.5103
120
mph Normal to Face with No Ice
180.00
1.084
0.0328
0.6646
0.6646
120
mph Normal to Face with No Ice
193.33
1.248
0.0361
0.7329
0.7338
120
mph Normal to Face with No Ice
250.00
2.111
0.0416
1.0305
1.0313
120
mph Normal to Face with No Ice
275.00
2.597
0.0285
1.1895
1.1899
120
mph Normal to Face with No Ice
295.00
3.022
0.0222
1.2391
1.2393
120
mph 60 degree with No Ice
100.00
0.324
-0.0183
0.3604
0.3604
120
mph 60 degree with No Ice
106.67
0.369
-0.0201
0.3929
0.3929
120
mph 60 degree with No Ice
113.33
0.416
-0.0211
0.4096
0.4101
120
mph 60 degree with No Ice
120.00
0.464
-0.0222
0.4335
0.4341
120
mph 60 degree with No Ice
133.33
0.571
0.0243
0.4764
0.4770
120
mph 60 degree with No Ice
180.00
1.014
0.0305
0.6233
0.6233
120
mph 60 degree with No Ice
193.33
1.168
0.0335
0.6876
0.6884
120
mph 60 degree with No Ice
250.00
1.978
0.0376
0.9716
0.9723
120
mph 60 degree with No Ice
275.00
2.437
0.0224
1.1232
1.1235
120
mph 60 degree with No Ice
295.00
2.838
0.0156
1.1705
1.1706
120
mph 90 degree with No Ice
100.00
0.330
-0.0216
0.3660
0.3662
120
mph 90 degree with No Ice
106.67
0.375
-0.0236
0.3994
0.3996
120
mph 90 degree with No Ice
113.33
0.423
-0.0249
0.4187
0.4194
120
mph 90 degree with No Ice
120.00
0.473
-0.0261
0.4413
0.4421
120
mph 90 degree with No Ice
133.33
0.582
-0.0286
0.4849
0.4858
120
mph 90 degree with No Ice
180.00
1.031
-0.0360
0.6328
0.6331
120
mph 90 degree with No Ice
193.33
1.188
-0.0395
0.6999
0.7010
120
mph 90 degree with No Ice
250.00
2.011
-0.0448
0.9868
0.9878
120
mph 90 degree with No Ice
275.00
2.477
-0.0283
1.1404
1.1407
120
mph 90 degree with No Ice
295.00
2.884
-0.0207
1.1902
1.1904
120
mph 120 degree with No Ice
100.00
0.348
-0.0196
0.3867
0.3867
120
mph 120 degree with No Ice
106.67
0.395
-0.0215
0.4210
0.4210
120
mph 120 degree with No Ice
113.33
0.445
-0.0227
0.4386
0.4392
120
mph 120 degree with No Ice
120.00
0.498
-0.0239
0.4640
0.4646
120
mph 120 degree with No Ice
133.33
0.612
-0.0261
0.5096
0.5103
120
mph 120 degree with No Ice
180.00
1.084
0.0328
0.6646
0.6646
120
mph 120 degree with No Ice
193.33
1.248
0.0361
0.7329
0.7338
120
mph 120 degree with No Ice
250.00
2.111
0,0417
1.0304
1.0313
120
mph 120 degree with No Ice
275.00
2.597
0.0285
1.1895
1.1899
120
mph 120 degree with No Ice
295.00
3.022
0.0222
1.2391
1.2393
120
mph 180 degree with No Ice
100.00
0.324
0.0183
0.3605
0.3605
120
mph 180 degree with No Ice
106.67
0.369
0.0201
0.3929
0.3929
120
mph 180 degree with No Ice
113.33
0.415
0.0211
0.4096
0.4101
120
mph 180 degree with No Ice
120.00
0.464
0.0222
0.4335
0.4341
120
mph 180 degree with No Ice
133.33
0.571
0.0243
0.4764
0.4770
120
mph 180 degree with No Ice
180.00
1.014
0.0305
0.6233
0.6233
120
mph 180 degree with No Ice
193.33
1.168
0.0335
0.6876
0.6885
120
mph 180 degree with No Ice
250.00
1.978
0.0376
0.9716
0.9723
120
mph 180 degree with No Ice
275.00
2.437
0.0223
1.1232
1.1235
120
mph 180 degree with No Ice
295.00
2.838
0.0156
1.1705
1.1706
120
mph 210 degree with No Ice
100.00
0.330
0.0108
0.3660
0.3661
120
mph 210 degree with No Ice
106.67
0.375
0.0118
0.3994
0.3996
120
mph 210 degree with No Ice
113.33
0.423
0.0125
0.4187
0.4194
120
mph 210 degree with No Ice
120.00
0.473
0.0131
0.4413
0.4421
120
mph 210 degree with No Ice
133.33
0.582
0.0143
0.4849
0.4858
Page 26
Site Number: 5110
Site Name: Angle Road, FL
Customer: SPRINT NEXTEL
120 mph 210 degree with No lee
120 mph 210 degree with No Ice
120 mph 210 degree with No Ice
120 mph 210 degree with No Ice
120 mph 210 degree with No Ice
120 mph 240 degree with No Ice
120 mph 240 degree with No Ice
120 mph 240 degree with No Ice
120 mph 240 degree with No Ice
120 mph 240 degree with No Ice
120 mph 240 degree with No Ice
120 mph 240 degree with No Ice
120 mph 240 degree with No Ice
120 mph 240 degree with No Ice
120 mph 240 degree with No Ice
120 mph 300 degree with No Ice
120 mph 300 degree with No Ice
120 mph 300 degree with No lee
120 mph 300 degree with No Ice
120 mph 300 degree with No Ice
120 mph 300 degree with No Ice
120 mph 300 degree with No Ice
120 mph 300 degree with No Ice
120 mph 300 degree with No Ice
120 mph 300 degree with No Ice
120 mph 330 degree with No Ice
120 mph 330 degree with No Ice
120 mph 330 degree with No Ice
120 mph 330 degree with No Ice
120 mph 330 degree with No Ice
120 mph 330 degree with No Ice
120 mph 330 degree with No Ice
120 mph 330 degree with No Ice
120 mph 330 degree with No Ice
120 mph 330 degree with No Ice
120 mph Normal to Face with No Ice (Reduced DL)
120 mph Normal to Face with No Ice (Reduced DL)
120 mph Normal to Face with No Ice (Reduced DL),
120 mph Normal to Face with No Ice (Reduced DL)
120 mph Normal to Face with No Ice (Reduced DL)
120 mph Normal to Face with No Ice (Reduced DL)
120 mph Normal to Face with No Ice (Reduced DL)
120 mph Normal to Face with No Ice (Reduced DL)
120 mph Normal to Face with No Ice (Reduced DL)
120 mph Normal to Face with No Ice (Reduced DL)
120 mph 60 deg with No Ice (Reduced DL)
120 mph 60 deg with No Ice (Reduced DL)
120 mph 60 deg with No Ice (Reduced DL)
120 mph 60 deg with No Ice (Reduced DL)
120 mph 60 deg with No Ice (Reduced DL)
120 mph 60 deg with No Ice (Reduced DL)
120 mph 60 deg with No Ice (Reduced DL)
120 mph 60 deg with No Ice (Reduced DL)
120 mph 60 deg with No Ice (Reduced DL)
120 mph 60 deg with No Ice (Reduced DL)
120 mph 90 deg with No Ice (Reduced DL)
120 mph 90 deg with No Ice (Reduced DL)
120 mph 90 deg with No Ice (Reduced DL)
120 mph 90 deg with No Ice (Reduced DL)
120 mph 90 deg with No Ice (Reduced DL)
120 mph 90 deg with No Ice (Reduced DL)
120 mph 90 deg with No Ice (Reduced DL)
Code: ANSITTIA-222-G
Engineering Number: OAA712652_C3_01
02007-2017byATCIPLLC. All tights reserved.
9/25/2017 7:35:27 PM
180.00
1.031
0.0180
0.6328
0.6331
193.33
1.188
0.0199
0.6999
0.7011
250.00
2.011
0.0229
0.9868
0.9879
275.00
2.477
0.0154
1.1404
1.1407
295.00
2.884
0.0118
1A902
1.1904
100.00
0.348
0.0196
0.3867
0.3867
106.67
0.395
0.0215
0.4210
0.4210
113.33
0.445
0.0227
0.4386
0.4392
120.00
0.498
0.0239
0.4640
0.4646
133.33
0.612
0.0261
0.5096
0.5103
180.00
1.084
0.0328
0.6646
0.6646
193.33
1.248
0.0361
0.7329
0.7338
250.00
2.111
0.0416
1.0304
1.0313
275.00
2.597
0.0285
1.1895
1.1899
295.00
3.022
0.0221
1.2391
1.2393
100.00
0.324
0.0183
0.3604
0.3604
106.67
0.369
0.0201
0.3929
0.3929
113.33
0.415
0.0211
0.4096
0.4101
120.00
0.464
0.0222
0.4335
0.4341
133.33
0.571
0.0243
0.4764
0.4770
180.00
1.014
0.0305
0.6233
0.6233
193.33
1.168
0.0335
0.6876
0.6884
250.00
1.978
0.0375
0.9716
0.9723
275.00
2.437
0.0223
1.1232
1.1235
295.00
2.838
0.0156
1.1705
1.1706
100.00
0.330
0.0108
0.3660
0.3662
106.67
0.375
0.0118
0.3994
0.3996
113.33
0.423
0.0125
0.4187
0.4194
120.00
0.473
0.0131
0.4413
0.4421
133.33
0.582
0.0143
0.4849
0.4858
180.00
1.031
0.0180
0.6328
0,6331
193.33
1.188
0.0199
0.6999
0.7011
250.00
2.011
0.0229
0.9868
0.9879
276.00
2.477
0.0164
1.1404
1.1407
295.00
2.884
0.0118
1.1902
1.1904
100.00
0.348
0.0196
0.3863
0.3863
106.67
0.395
0.0215
0.4205
0.4205
113.33
0.445
0.0227
0.4381
0.4387
120.00
0.497
0.0238
0.4634
0.4641
133.33
0.612
0.0261
0.5090
0.5096
180.00
1.083
0.0328
0.6637
0.6637
193.33
1.247
0.0361
0.7320
0.7328
250.00
2.108
0.0416
1.0291
1.0299
275.00
2.594
0.0285
1.1878
1.1882
295.00
3.019
0.0221
1,2374
1.2376
100.00
0.324
-0.0183
0.3601
0.3601
106.67
0.368
-0.0201
0.3925
0.3925
113.33
0.415
-0.0211
0.4092
0.4097.
120.00
0.464
-0.0222
0.4330
0.4336
133.33
0.571
0.0243
0.4758
0.4765
180.00
1.013
0.0305
0.6225
0.6225
193.33
1.167
0.0335
0.6868
0.6876
250.00
1.976
0.0375
0.9703
0.9711
275.00
2.434
0.0223
1.1217
1.1220
295.00
2.835
0.0156
1.1688
1.1689 --
100.00
0.330
-0.0215
0.3656
0.3658
106.67
0.375
-0.0236
0.3990
0.3991
113.33
0.422
-0.0248
0.4182
0.4190
120.00
0.472
-0.0261
0.4408
0.4416
133.33
0.581
-0.0285
0.4844
0.4852
180.00
1.030
-0.0359
0.6320
0.6323
193.33
1.187
-0.0395
0.6991
0.7002
Page 27
Site Number: 5110
Code: ANSIITIA-222-G 02007-2017byATC1PLLC. Alldghlsmserved.
Site Name: Angle Road, FL Engineering Number: OAA712652_C3 01 9/2512017 735:27 PM
Customer: SPRINT NEXTEL
120 mph 90 deg with No Ice (Reduced DL)
250.00
2.009
-0.0447
0.9855
0.9865
120 mph 90 deg with No Ice (Reduced DL)
275.00
2.474
-0.0283
1.1388
1.1392
120 mph 90 deg with No Ice (Reduced DL)
295.00
2.881
-0.0207
1.1886
1.1888
120 mph 120 deg
with
No Ice (Reduced
DL)
100.00
0.348
-0.0196
0.3863
0.3863
120 mph 120 deg
with
No Ice (Reduced
DL)
106.67
0.395
-0.0215
0.4205
0.4205
120 mph 120 deg
with
No Ice (Reduced
DL)
113.33
0.445
-0.0227
0.4381
0.4387
120 mph 120 deg
with
No Ice (Reduced
DL)
120.00
0.497
-0.0238
0.4635
0.4641
120 mph 120 deg
with
No Ice (Reduced
DL)
133.33
0.612
-0.0261
0.6090
0.5097
120 mph 120 deg
with
No Ice (Reduced
DL)
180.00
1.083
0.0328
0.6637
0.6637
120 mph 120 deg
with
No Ice (Reduced
DL)
193.33
1.247
0.0361
0.7319
0.7328
120 mph 120 deg
with
No Ice (Reduced
DL)
250.00
2.108
0.0416
1.0290
1.0299
120 mph 120 deg
with
No Ice (Reduced
DL)
275.00
2.594
0.0285
1.1878
1.1882
120 mph 120 deg
with
No Ice (Reduced
DL)
295.00
3.019
0.0222
1.2374
1.2376
120 mph 180 deg
with
No Ice (Reduced
DL)
100.00
0.324
0.0183
0.3601
0.3601
120 mph 180 deg
with
No Ice (Reduced
DL)
106.67
0.368
0.0201
0.3925
0.3925
120 mph 180 deg
with
No Ice (Reduced
DL)
113.33
0.415
0.0211
0.4092
0.4097
120 mph 180 deg
with
No Ice (Reduced
DL)
120.00
0.464
0.0222
0.4330
0.4336
120 mph 180 deg
with
No Ice (Reduced
DL)
133.33
0.571
0.0242
0.4758
0.4766
120 mph 180 deg
with
No Ice (Reduced
DL)
180.00
1.013
0.0305
0.6225
0.6225
120 mph 180 deg
with
No Ice (Reduced
DL)
193.33
1.167
0.0335
0.6868
0.6876
120 mph 180 deg
with
No Ice (Reduced
DL)
250.00
1.976
0.0376
0.9703
0.9711
120 mph 180 deg
with
No Ice (Reduced
DL)
276.00
2.434
0.0223
1.1218
1.1220
120 mph 180 deg
with
No Ice (Reduced
DL)
295.00
2.835
0.0156
1.1689
1.1690
120 mph 210 deg
with
No Ice (Reduced
DL)
100.00,
0.330
0.0108
0.3656
0.3657
120 mph 210 deg
with
No Ice (Reduced
DL)
106.67
0.375
0.0118
0.3990
0.3991
120 mph 210 deg
with
No Ice (Reduced
DL)
113.33
0.422
0.0125
0.4182
0.4190
120 mph 210 deg
with
No Ice (Reduced
DL)
120.00
0.472
0.0131
0.4408
0.4416
120 mph 210 deg
with
No Ice (Reduced
DL)
133.33
0.581
0.0143
0.4844
0.4852
120 mph 210 deg
with
No Ice (Reduced
DL)
180.00
1.030
0.0180
0.6320
0.6323
120 mph 210 deg
with
No Ice (Reduced
DL)
193.33
1.187
0.0198
0.6991
0.7002
120 mph 210 deg
with
No Ice (Reduced
DL)
250.00
2.009
0.0228
0.9855
0.9865
120 mph 210 deg
with
No Ice (Reduced
DL)
275.00
2.474
0.0154
1.1388
1.1392
120 mph 210 deg
with
No Ice (Reduced
DL)
295.00
2.881
0.0118
1.1886
1.1887
120 mph 240 deg
with
No Ice (Reduced
DL)
100.00
0.348
0.0196
0.3863
0.3863
120 mph 240 deg
with
No Ice (Reduced
DL),
106.67
0.395
0.0215
0.4205
0.4205
120 mph 240 deg
with
No Ice (Reduced
DL)
113.33
0.445
0.0227
0.4381
0.4387
120 mph 240 deg
with
No Ice (Reduced
DL)
120.00
0.497
0.0238
0.4635
0.4641
120 mph 240 deg
with
No Ice (Reduced
DL)
133.33
0.612
0.0261
0.5090
0.5097
120 mph 240 deg
with
No Ice (Reduced
DL)
180.00
1.083
0.0328
0.6637
0.6637
120 mph 240 deg
with
No Ice (Reduced
DL)
193.33
1.247
0.0361
0.7319
0.7328
120 mph 240 deg
with
No Ice (Reduced
DL)
250.00
2.108
0.0416
1.0290
1.0299
120 mph 240 deg
with
No Ice (Reduced
DL)
275.00
2.594
0.0284
1.1878
1.1882
120 mph 240 deg
with
No Ice (Reduced
DL)
295.00
3.019
0.0221
1.2374
1.2376
120 mph 300 deg
with
No Ice (Reduced
DL)
100.00
0.324
0.0183
0.3601
0.3601
120 mph 300 deg
with
No Ice (Reduced
DL)
106.67
0.368
0.0201
0.3925
0.3925
120 mph 300 deg
with
No Ice (Reduced
DL)
113.33
0.415
0.0211
0.4092
0.4097
120 mph 300 deg
with
No Ice (Reduced
DL)
120.00
0.464
0.0222
0.4330
0.4336
120 mph 300 deg
with
No Ice (Reduced
DL)
133.33
0.571
0.0243
0.4758
0.4765
120 mph 300 deg
with
No Ice (Reduced
DL)
180.00
1.013
0.0305
0.6225
0.6225
120 mph 300 deg
with
No Ice (Reduced
DL)
193.33
1.167
0.0335
0.6868
0.6876
120 mph 300 deg
with
No Ice (Reduced
DL)
250.00
1.976
0.0375
0.9703
0.9711
120 mph 300 deg
with
No Ice (Reduced
DL)
275.00
2.434
0.0223
1.1217
1.1220
120 mph 300 deg
with
No Ice (Reduced
DL)
295.00
2.835
0.0156
1.1688
1.1689
120 mph 330 deg
with
No Ice (Reduced
DL)
100.00
0.330
0.0108
0.3656
0.3658
120 mph 330 deg
with
No Ice (Reduced
DL)
106.67
0.375
0.0118
0.3989
0.3991
120 mph 330 deg
with
No Ice (Reduced
DL)
113.33
0.422
0.0124
0.4182
0.4190
120 mph 330 deg
with
No Ice (Reduced
DL)
120.00
0.472
0.0131
0.4408
0.4416
120 mph 330 deg
with
No Ice (Reduced
DL)
133.33
0.581
0.0143
.0.4844
0.4852
120 mph 330 deg
with
No Ice (Reduced
DL)
180.00
1.030
0.0180
0.6320.
0.6323
120 mph 330 deg
with
No Ice (Reduced
DL)
193.33
1.187
0.0198
0.6991
0.7002
120 mph 330 deg
with
No Ice (Reduced
DL)
250.00
2.009
0.0228
0.9855
0.9865
120 mph 330 deg
with
No Ice (Reduced
DL)
275.00
2.474
0.0154
1.1388
1.1392
Page 28
Site Number: 6110
Code: ANSIMA.222-G 9)2007-2017byATCIPLLC. AOnghtsmserved.
Site Name: Angle Road, FL Engineering Number: OAA712652_C3_01
Customer: SPRINT NEXTEL
9/2512017 7:35:27 PM
120 mph 330 deg with No Ice (Reduced DL)
295.00
2.881
0.0118
1.1886
1.1887
30 mph Normal with 0 in Radial Ice
100.00
0.016
0.0008
0.0163
0.0163
30 mph Normal with 0 in Radial Ice
106.67
0.018
0.0009
0.0177
0.0177
30 mph Normal with 0 in Radial Ice
113.33
0.020
0.0010
0.0186
0.0186
30 mph Normal with 0 in Radial Ice
120.00
0.022
0.0010
0.0195
0.0196
30 mph Normal with 0 in Radial Ice
133.33
0.027
0.0011
0.0214
0.0215
30 mph Normal with 0 in Radial Ice
180.00
0.046
0.0014
0.0278
0.0278
30 mph Normal with 0 in Radial Ice
193.33
0.053
0.0015
0.0307
0.0307
30 mph Normal with 0 in Radial Ice
250.00
0.089
0.0017
0.0427
0.0427
30 mph Normal with 0 in Radial Ice
275.00
0.109
0.0011
0.0491
0.0492
30 mph Normal with 0 in Radial Ice
295.00
0.126
0.0008
0.0508
0.0508
30 mph 60 deg with 0 in Radial Ice
100.00
0.016
-0.0008
0.0152
0.0152
30 mph 60 deg with 0 in Radial Ice
106.67
0.018
-0.0009
0.0166
0.0166
30 mph 60 deg with 0 in Radial Ice
113.33
0.020
-0.0009
0.0174
0.0174
30 mph 60 deg with 0 in Radial Ice
120.00
0.022
-0.0009
0.0184
0.0184
30 mph 60 deg with 0 in Radial Ice
133.33
0.026
-0.0010
0.0202
0.0202
30 mph 60 deg with 0 in Radial Ice
180.00
0.045
0.0013
0.0261
0.0261
30 mph 60 deg with 0 in Radial Ice
193.33
0.051
0.0014
0.0290
0.0290
30 mph 60 deg with 0 in Radial Ice
250.00
0.084
0.0016
0.0405
0.0405
30 mph 60 deg with 0 in Radial Ice
275.00
0.103
0.0010
0.0467
0.0467
30 mph 60 deg with 0 in Radial Ice
295.00
0.119
0.0006
0.0482
0.0482
30 mph 90 deg with 0 in Radial Ice
100.00
0.016
-0.0009
0.0155
0.0155
30 mph 90 deg with 0 in Radial Ice
106.67
0.018
-0.0010
0.0169
0.0169
30 mph 90 deg with 0 in Radial Ice
113.33
0.020
-0.0011
0.0177
0.0177
30 mph 90 deg with 0 in Radial Ice
120.00
0.022
-0.0011
0.0187
0.0187
30 mph 90 deg with 0 in Radial Ice
133.33
0.027
-0.0012
0.0205
0.0205
30 mph 90 deg with 0 in Radial Ice
180.00
0.045
-0.0015
0.0266
0.0266
30 mph 90 deg with 0 in Radial Ice
193.33
0.051
-0.0017
0.0294
0.0294
30 mph 90 deg with 0 in Radial Ice
250.00
0.085
-0.0019
0.0410
0.0410
30-mph 90 deg. with 0 in Radial Ice
275.00
0.104
-0.0012
0.0473
0.0473
30 mph 90 deg with 0 in Radial Ice
295.00
0.121
-0.0008
0.0490
0.0490
30 mph 120 deg with 0 in Radial Ice
100.00
0.016
-0.0008
0.0163
0.0163
30 mph 120 deg with 0 in Radial Ice
106.67
0.018
-0.0009
0.0177
0.0177
30 mph 120 deg with 0 in Radial Ice
113.33
0.020
-0.0010
0.0186
0.0186
30 mph 120 deg with 0 in Radial Ice
120.00
0.022
.0.0010
0.0195
0.0196
30 mph 120 deg with 0 in Radial Ice
133.33
0.027
-0.0011
0.0214
0.0215
30 mph 120 deg with 0 in Radial Ice
180.00
0.046
0.0014
0.0278
0.0278
30 mph 120 deg with 0 in Radial Ice
193.33
0.053
0.0015
0.0307
0.0307
30 mph 120 deg with 0 in Radial Ice
250.00
0.089
0.0017
0.0427
0.0427
30 mph 120 deg with 0 in Radial Ice
275.00
0.109
0.0011
0.0491
0.0492
30 mph 120 deg with 0 in Radial Ice
295.00
0.126
0.0008
0.0508
0.0508
30 mph 180 deg with 0 in Radial Ice
100.00
0.016
0.0008
0.0152
0.0152
30 mph 180 deg with 0 in Radial Ice
106.67
0.018
0.0009
0.0166
0.0166
30 mph 180 deg with 0 in Radial Ice
113.33
0.020
0.0009
0.0174
0.0174
30 mph 180 deg with 0 in Radial Ice
120.00
0.022
0.0009
0.0184
0.0184
30 mph 180 deg with 0 in Radial Ice
133.33
0.026
0.0010
0.0202
0.0202
30 mph 180 deg with 0 in Radial Ice
180.00
0.045
0.0013
0.0261
0.0261
30 mph 180 deg with 0 in Radial Ice
193.33
0.051
0.0014
0.0290
0.0290
30 mph 180 deg with 0 in Radial Ice
260.00
0.084
0.0016
0.0405
0.0405
30 mph 180 deg with 0 in Radial Ice
275.00
0.103
0.0010
0.0467
0.0467
30 mph 180 deg with 0 in Radial Ice
295.00
0.119
0.0006
0.0482
0.0482
30 mph 210 deg with 0 in Radial Ice
100.00
0.016
0.0005
0.0155
0.0155
30 mph 210 deg with 0 in Radial Ice
106.67
0.018
0.0005
0.0169
0.0169
30 mph 210 deg with 0 in Radial Ice
113.33
0.020
0.0005
0.0177
0.0177
30 mph 210 deg with 0 in Radial Ice
120.00
0.022
0.0006
0.0187
0.0187-
30 mph 210 deg with 0 in Radial Ice
133.33
0.027
0.0006
0.0205
0.0205
30 mph 210 deg with 0 in Radial Ice
180.00
0.045
0.0008
0.0266
0.0266
30 mph 210 deg with 0 in Radial Ice
193.33
0.061
0.0008
0.0294
0.0294
30 mph 210 deg with 0 in Radial Ice
250.00
0.085
0.0009
0.0410
0.0410
30 mph 210 deg with 0 In Radial Ice
275.00
0.104
0.6006
0.0473
0.0473
30 mph 210 deg with 0 in Radial Ice
295.00
0.121
0.0004
0.0490
0.0490
30 mph 240 deg with 0 in Radial Ice
100.00
0.016
0.0008
0.0163
0.0163
Page 29
Site Number: 5110
Code: ANSIITIA-222-G 02007-2017byATC1PLLC. Alldghlsmse"d.
Site Name: Angle Road, FL Engineering Number: OAA712652_C3_01 9/2512017 7:35:27 PM
Customer: SPRINT NEXTEL
30 mph 240 deg with
0 in
Radial Ice
106.67
0.018
0.0009
0.0177
0.0177
30 mph 240 deg with
0 in
Radial Ice
113.33
0.020
0.0010
0.0186
0.0186
30 mph 240 deg with
0 in
Radial Ice
120.00
0.022
0.0010
0.0195
0.0196
30 mph 240 deg with
0 in
Radial Ice
133.33
0.027
0.0011
0.0214
0.0215
30 mph 240 deg with
0 in
Radial Ice
180.00
0.046
0.0014
0.0278
0.0278
30 mph 240 deg with
0 in
Radial Ice
193.33
0.053
0.0015
0.0307
0.0307
30 mph 240 deg with
0 in
Radial Ice
250.00
0.089
0.0017
0.0427
0.0427
30 mph 240 deg with
0 in
Radial Ice
275.00
0.109
0.0011
0.0491
0.0492
30 mph 240 deg with
0 in
Radial Ice
295.00
0.126
0.0008
0.0508
0.0508
30 mph 300 deg with
0 in
Radial Ice
100.00
0.016
0.0008
0.0152
0.0152
30 mph 300 deg with
0 in
Radial Ice
106.67
0.018
0.0009
0.0166
0.0166
30 mph 300 deg with
0 in
Radial Ice
113.33
0.020
0.0009
0.0174
0.0174
30 mph 300 deg with
0 in
Radial Ice
120.00
0.022
0.0009
0.0184
0.0184
30 mph 300 deg with
0 in
Radial Ice
133.33
0.026
0.0010
0.0202
0.0202
30 mph 300 deg with
0 in
Radial Ice
180.00
0.045
0.0013
0.0261
0.0261
30 mph 300 deg with
0 in
Radial Ice
193.33
0.051
0.0014
0.0290
0.0290
30 mph 300 deg with
0 in
Radial Ice
250.00
0.084
0.0016
0.0405
0.0405
30 mph 300 deg with
0 in
Radial Ice
275.00
0.103
0.0010
0.0467
0.0467
30 mph 300 deg with
0 In.
Radial Ice
295.00
0.119
0.0006
0.0482
0.0482
30 mph 330 deg with
0 in
Radial Ice
100.00
0.016
0.0005
0.0155
0.0155-
30 mph 330 deg with
0 in
Radial Ice
106.67
0.018
0.0005
0.0169
0.0169
30 mph 330 deg with
0 in
Radial Ice
113.33
0.020
0.0005
0.0177
0.0177
30 mph 330 deg with
0 in
Radial Ice _
120.00
0.022
0.0006
0.0187
0.0187
30 mph 330 deg with
0 in
Radial Ice
133.33
0.027
0.0006
0.0205
0.0205
30 mph 330 deg with
0 in
Radial Ice
180.00
0.045
0.0008
0.0266
0.0266
30 mph 330 deg with
0 in
Radial Ice
193.33
0.051
0.0008
0.0294
0.0294
30 mph 330 deg with
0 in
Radial Ice
250.00
0.085
0.0009
0.0410
0.0410
30 mph 330 deg with
0 in
Radial Ice
275.00
0.104
0.0006
0.0473
0.0473
30 mph 330 deg with
0 in
Radial Ice
295.00
0.121
0.0004
0.0490
0.0490
Seismic Normal M1
100.00
0.010
0.0006
0.0117
0.0117
Seismic Normal M7
106.67
0.011
0.0007
0.0129
0.0129
Seismic Normal M7
113.33
0.013
0.0007
0.0136
0.0137
Seismic Normal M7
120.00
0.014
0.0008
0.0145
0.0145
Seismic Normal M1
133.33
0.018
0.0008
0.0160
0.0160
Seismic Normal M1
180.00
0.033
0.0011
0.0207
0.0207
Seismic Normal M1
193.33
0.038
0.0012
0.0229
0.0230
Seismic Normal M1
250.00
0.065
0.0016
0.0318
0.0318
Seismic Normal M1
275.00
0.080
0.0017
0.0364
0.0364
Seismic Normal M1
295.00
0.092
0.0016
0.0378
0.0378
Seismic Normal M2
100.00
0.003
0.0002
0.0032
0.0032
Seismic Normal M2
106.67
0.003
0.0002
0.0036
0.0035
Seismic Normal M2
113.33
0.003
0.0002
0.0039
0.0039
Seismic Normal M2
120.00
0.004
0.0002
0.0041
0.0041
Seismic Normal M2
133.33
0.005
0.0002
0.0045
0.0046
Seismic Normal M2
180.00
0.009
0.0003
0.0062
0.0062
Seismic Normal M2
193.33
0.011
0.0004
0.0070
0.0070
Seismic Normal M2
250.00
0.019
0.0005
0.0106
0.0106
Seismic Normal M2
276.00
0.024
0.0006
0.0127
0.0127
Seismic Normal M2
295.00
0.029
0.0004
0.0135
0.0135
Seismic 60 deg M7
100.00
0.010
0.0006
0.0115
0.0116
Seismic 60 deg M1
106.67
0.011
0.0007
0.0128
0.0128
Seismic 60 deg M1
113.33
0.013
0.0007
0.0137
0.0137
Seismic 60 deg M1
120.00
0.014
0.0008
0.0145
0.0146
Seismic 60 deg Mt
133.33
0.018
0.0008
0.0161
0.0161.
Seismic 60 deg M7
180:00
0.033
0.0011
0.0207
0.0207
Seismic 60 deg M1
193.33
0.038
0.0012
0.0230
0.0230
Seismic 60 deg M1
250.00
0.065
0.0016
0.0319
0.0319
Seismic 60 deg M1
275.00
0.079
-0.0017
0.0365
0.0365
Seismic 60 deg M1
295.00
0.092
-0.0016
0.0376
0.0376
Seismic 60 deg M2
100.00
0.003
0.0002
0.0032
0.0032
Seismic 60 deg M2
106.67
0.003
0.0002
0.0035
0.0036
Seismic 60 deg M2
113.33
0.003
0.0002
0.0040
0.0040
Page 30
Site Number: 5110
Code:
ANSIlTIA-222-G
02007-2017byATCIPLLC. Alinghfsresery d.
Site Name: Angle Road, FL
Engineering Number:
OAA712652 C3
01
9/25/2017 7:35:27 PM
Customer: SPRINT NEXTEL
Seismic 60 deg M2
120.00
0.004
0.0002
0.0041
0.0041
Seismic 60 deg M2
133.33
0.005
0.0002
0.0046
0.0046
Seismic 60 deg M2
180.00
0.009
0.0003
0.0061
0.0061
Seismic 60 deg M2
193.33
0.011
0.0004
0.0071
0.0071
Seismic 60 deg M2
250.00
0.019
0.0005
0.0106
0.0106
Seismic 60 deg M2
275.00
0.024
0.0006
0.0128
0.0128
Seismic 60 deg M2
295.00
0.029
-0.0004
0.0133
0.0133
Seismic 90 deg M1
100.00
0.010
-0.0007
0.0117
0.0117
Seismic 90 deg M1
106.67
0.011
-0.0008
0.0129
0.0129
Seismic 90 deg MI
113.33
0.013
-0.0008
0.0137
0.0137
Seismic 90 deg M1
120.00
0.014
-0.0009
0.0145
0.0145
Seismic 90 deg M7
133.33
0.018
-0.0010
0.0161
0.0161
Seismic 90 deg Mt
180m
0.033
-0.0013
0.0207
0.0207
Seismic 90 deg M7
193.33
0.038
-0.0014
0.0230
0.0230
Seismic 90 deg M1
250.00
0.065
-0.0019
0.0318
0.0319
Seismic 90 deg M7
275.00
0.079
-0.0020
0.0364
0.0365
Seismic 90 deg M7
295.00
0.092
-0.0018
0.0378
0.0378
Seismic 90 deg M2
100.00
0.003
-0.0002
0.0032
0.0032
Seismic 90 deg M2
106.67
0.003
-0.0002
0.0035
0.0035
Seismic 90 deg M2
113.33
0.003
-0.0002
0.0040
0.0040
Seismic 90 deg M2
120.00
0.004
-0.0002
0.0041
0.0041
Seismic 90 deg M2
133.33
0.005
-0.0003
0.0046
0:0046
Seismic 90 deg M2
180.00
0.009
-0.0004
0.0062
0.0062
Seismic 90 deg M2
193.33
0.011
-0.0004
0.0071
0.0071
Seismic 90 deg M2
250.00
0.019
-0.0006
0.0106
0.0106
Seismic 90 deg M2
275.00
0.024
-0.0006
0.0128
0.0128
Seismic 90 deg M2
295.00
0.029
-0.0005
0.0135
0.0135
Seismic 120 deg M1
100.00
0.010
-0.0006
0.0117
0.0117
Seismic 120 deg M1
106.67
0.011
-0.0007
0.0129
0.0129
Seismic 120 deg MI
113.33
0.013
-0.0007
0.0136
0.0137
Seismic 120 deg M1
120.00
0.014
-0.0008
0.0145
0.0146
Seismic 120 deg M1
133.33
0.018
-0.0008
0.0160
0.0160
Seismic 120 deg M1
180.00
0.033
-0.0011
0.0207
0.0207
Seismic 120 deg M1
193.33
0.038
-0.0012
0.0229
0.0230
Seismic 120 deg M1
250.00
0.066
-0.0016
0.0318
0.0318
Seismic 120 deg M1
275.00
0.080
-0.0017
0.0364
0.0364
Seismic 120 deg M1
295.00
0.092
-0.0016
0.0378
0.0378
Seismic 120 deg M2
100.00
0.003
-0.0002
0.0032
0.0032
Seismic 120 deg M2
106.67
0.003
-0.0002
0.0035
0.0035
Seismic 120 deg M2
113.33
0.003
-0.0002
0.0039
0.0039
Seismic 120 deg M2
120.00
0.004
-0.0002
0.0041
0.0041
Seismic 120 deg M2
133.33
0.005
-0.0002
0.0045
0.0045
Seismic 120 deg M2
180.00
0.009
-0.0003
0.0062
0.0062
Seismic 120 deg M2
193.33
0.011
-0.0004
0.0070
0.0070
Seismic 120 deg M2
260.00
0.019
-0.0005
0.0106
0.0106
Seismic 120 deg M2
275.00
0.024
-0.0006
0.0127
0.0127
Seismic 120 deg M2
295.00
0.029
-0.0004
0.0135
0.0135
Seismic 180. deg M1
100.00
0.010
0.0006
0.0115
0.0116
Seismic 180 deg M1
106.67
0.011
0.0007
0.0128
0.0128
Seismic 180 deg M1
113.33
0.013
0.0007
0.0137
0.0137
Seismic 180 deg M1
120.00
0.014
0.0008
0.0145
0.0145
Seismic 180 deg M1
133.33
0.018
0.0008
0.0161
0.0161
Seismic 180 deg M1
180.00
0.033
0.0011
0.0207
0.0207
Seismic 180 deg M1
193.33
0.038
0.0012
0.0230
0.0230
Seismic 180 deg M1
250.00
0.065
0.0016
0.0319
0.0319""
Seismic 180 deg M1
275.00
0.079
0.0017
0.0365
0.0365
Seismic 180 deg M1
295.00
0.092
0.0016
0.0376
0.0376
Seismic 180 deg M2
100.00
0.003
0.0002
0.0032
0.0032.
Seismic 180 deg M2
106.67
0.003
0.0002
0.0035
0.0035
Seismic 180 deg M2
113.33
0.003
0.0002
0.0040
0.0040
Seismic 180 deg M2
120.00
0.004
0.0002
0.0041
0.0041
Seismic 180 deg M2
133.33
0.005
0.0002
0.0046
0.0046
Page 31
Site Number: 5110
Code: ANSI/TIA-222-G 02007-2017byATCIPLLC. Alinghlsreserved.
Site Name: Angle Road, FL Engineering Number. OAA7112652 C3_01 9/25120177:35:27 PM
Customer: SPRINT NEXTEL
Seismic 180 deg M2
180.00
0.009
0.0003
0.0061
0.0061
Seismic 180 deg M2
193.33
0.011
0.0004
0.0071
0.0071
Seismic 180 deg M2
250.00
0.019
0.0005
0.0106
0.0106
Seismic 180 deg M2
276.00
0.024
0.0006
0.0128
0.0128
Seismic 180 deg M2
295.00
0,029
0.0004
0.0133
0.0133
Seismic 210 deg M7
100.00
0.010
0.0004
0.0117
0.0117
Seismic 210 deg M7
106.67
0.011
0.0004
0.0129
0.0129
Seismic 210 deg M1
113.33
0.013
0.0004
0.0137
0.0137
Seismic 210 deg M1
120.00
0.014
0.0004
0.0145
0.0145
Seismic 210 deg M7
133.33
0.018
0.0005
0.0161
0.0161
Seismic 210 deg M7
180.00
0.033
0.0006
0.0207
0.0207
Seismic 210 deg M7
193.33
0.038
0.0007
0.0230
0.0230
Seismic 210 deg M1
250.00
0.065
0.0009
0.0318
0.0319
Seismic 210 dog MI
275.00
0.079
0.0010
0.0364
0.0365
Seismic 210 deg M7
295.00
0.092
0.0009
0.0378
0.0378
Seismic 210 deg M2
100.00
0.003
0.0001
0.0032
0.0032
Seismic 210 deg M2
106.67
0.003
0.0001
0.0035
0.0035
Seismic 210 deg M2
113.33
0.003
0.0001
0.0040
0.0040
Seismic 210 deg M2
120.00
0.004
0.0001
0.0041
0.0041
Seismic 210 deg M2
133.33
0.005
0.0001
0.0046
0.0046
Seismic 210 deg M2
180.00
0.009
0.0002
0.0062
0.0062
Seismic 210 deg M2
193.33
0.011
- 0.0002
0.0071
0.0071
Seismic 210 deg M2
250.00
0.019
0.0003
0.0106
0.0106
Seismic 210 deg M2
275.00
0.024
0.0003
0.0128
0.0128
Seismic 210 deg M2
295.00
0.029
0.0003
0.0135
0.0135
Seismic 240 deg M1
100.00
0.010
0.0006
0.0117
0.0117
Seismic 240 deg Ml
106.67
0.011
0.0007
0.0129
0.0129
Seismic 240 deg M1
113.33
0.013
0.0007
0.0136
0.0137
Seismic 240 deg M1
120.00
0.014
0.0008
0.0145
0.0145
Seismic 240 deg M1
133.33
0.018
0.0008
0.0160
0.0160
Seismic 240 deg M1
180.00
0.033
0.0011
0.0207
0.0207
Seismic 240 deg Ml
193.33
0.038
0.0012
0.0229
0.0230
Seismic 240 deg M1
250.00
0.065
0.0016
0.0318
0.0318
Seismic 240 deg M1
275.00
0.080
0.0017
0.0364
0.0364
Seismic 240 deg MI
296.00
0.092
0.0016
0.0378
0.0378
Seismic 240 deg M2
100.00
0.003
0.0002
0.0032
0.0032
Seismic 240 deg M2
106.67
0.003
0.0002
0.0035
0.0035
Seismic 240 deg M2
113.33
0.003
0.0002
0.0039
0.0039
Seismic 240 deg M2
120.00
0.004
0.0002
0.0041
0.0041
Seismic 240 deg M2
133.33
0.005
0.0002
0.0045
0.0045
Seismic 240 deg M2
180.00
0.009
0.0003
0.0062
0.0062
Seismic 240 deg M2
193.33
0.011
0.0004
0.0070
0.0070
Seismic 240 deg M2
250.00
0.019
0.0005
0.0106
0.0106
Seismic 240 deg M2
275.00
0.024
0.0006
0.0127
0.0127
Seismic 240 deg M2
295.00
0.029
0.0004
0.0135
0.0135
Seismic 300 deg Ml
100.00
0.010
0.0006
0.0116
0.0116
Seismic 300 deg M1
106.67
0.011
0.0007
0.0128
0.0128
Seismic 300 deg M7
113.33
0.013
0.0007
0.0137
0.0137
Seismic 300 deg M1
120.00
0.014
0.0008
0.0145
0.0145
Seismic 300 deg M7
133.33
0.018
0.0008
0.0161
0.0161
Seismic 300 deg M1
180.00
0.033
0.0011
0.0207
0.0207
Seismic 300 deg M1
193.33
0.038
0.0012
0.0230
0.0230
Seismic 300 deg M7
250.00
0.065
0.0016
0.0319
0.0319
Seismic 300 deg M1
275.00
0.079
0.0017
0.0365
0.0365
Seismic 300 deg Mt
295.00
0.092
0.0016
0.0376
0.0376
Seismic 300 deg M2
100.00
0.003
0.0002
0.0032
0.0032
Seismic 300 deg M2
106.67
0.003
0.0002
0.0035
0.0035
Seismic 300 deg M2
113.33
0.003
0.0002
0.0040
0.0040
Seismic 300 deg M2
120.00
0.004
0.0002
0.0041
0.0041
Seismic 300 deg M2 -
133.33
0.006
0.0002
0.0046
0.0046
Seismic 300 deg M2
180.00
0.009
0.0003
0.0061
0.0061
Seismic 300 deg M2
193.33
0.011
0.0004
0.0071
0.0071
Page 32
Site Number: 5110
Code:
ANSI/TIA-222-G
02007-2017byATCIPLLC. AIldghtsmsewed.
Site Name: Angle Road, FL
Engineering Number:
OAA712652_C3_01
9/25/2017 7:35:27 PM
Customer: SPRINT NEXTEL
Seismic 300 deg M2
250.00
0.019
0.0005
0.0106
0.0106
Seismic 300 deg M2
275.00
0.024
0.0006
0.0128
0.0128
Seismic 300 deg M2
295.00
0.029
0.0004
0.0133
0.0133
Seismic 330 deg M1
100.00
0.010
0.0004
0.0117
0.0117
Seismic 330 deg M1
106.67
0.011
0.0004
0.0129
0.0129
Seismic 330 deg M1
113.33
0.013
0.0004
0.0137
0.0137
Seismic 330 deg M1
120.00
0.014
0.0004
0.0145
0.0145
Seismic 330 deg Mt
133.33
0.018
0.0005
0.0161
0.0161
Seismic 330 deg M7
180.00
0.033
0.0006
0.0207
0.0207
Seismic 330 deg M1
193.33
0.038
OA007
0.0230
0.0230
Seismic 330 deg M7
250.00
0.065
0.0009
0.0318
0.0319
Seismic 330 deg M1
275.00
0.079
0.0010
0.0364
0.0365
Seismic 330 deg M1
295.00
0.092
0.0009
0.0378
0.0378
Seismic 330 deg M2
100.00
0.003
0.0001
0.0032
0.0032
Seismic 330-deg M2
106.67
0.003
0.0001
0.0035
0.0035
Seismic 330 deg M2
113.33
0.003
0.0001
0.0040
0.0040
Seismic 330 deg M2
120.00
0.004
0.0001
0.0041
0.0041
Seismic 330 deg M2
- 133.33
0.005
0.0001
0.0046
0.0046
Seismic 330 deg M2
180.00
0.009
0.0002
0.0062
0.0062
Seismic 330 deg M2
193.33
0.011
0.0002
0.0071
0.0071
Seismic 330 deg M2
250.00
0.019
0.0003
0.0106
0.0106
Seismic 330 deg M2
275.00
0.024
0.0003
0.0128
0.0128
Seismic 330 deg M2
295.00
0.029
0.0003
0.0135
0.0135
Seismic (Reduced DL) Normal MI
100.00
0.010
0.0006
0.0117
0.0117
Seismic (Reduced DL) Normal M1
106.67
0.011
0.0007
0.0129
0.0129
Seismic (Reduced DL) Normal M1
113.33
0.013
0.0007
0.0136
0.0136
Seismic (Reduced DL) Normal M1
120.00
0.014
0.0008
0.0144
0.0145
Seismic (Reduced DL) Normal M1
133.33
0.018
0.0008
0.0160
0.0160
Seismic (Reduced DL) Normal M7
180.00
0.033
0.0011
0.0207
0.0207
Seismic (Reduced DL) Normal M7
193.33
0.038
0.0012
0.0229
0.0229
Seismic (Reduced DL) Normal M1
250.00
0.064
0.0016
0.0318
0.0318
Seismic (Reduced DL) Normal M7
275.00
0.079
0.0017
0.0363
0.0363
Seismic (Reduced DL) Normal M1
295.00
0.092
0.0015
0.0377
0.0377
Seismic (Reduced DL) Normal M2
100.00
0.003
0.0002
0.0032
0.0032
Seismic (Reduced DL) Normal M2
106.67
0.003
0.0002
0.0035
0.0035
Seismic (Reduced DL) Normal M2
113.33
0.003
0.0002
0.0038
0.0038,
Seismic (Reduced DL) Normal M2
120:00
0.004
0.0002
0.0040
0.0040
Seismic (Reduced DL) Normal M2
133.33
0.005
0.0002
0.0045
0.0046
Seismic (Reduced DL) Normal M2
180.00
0.009
0.0003
0.0062
0.0062
Seismic (Reduced DL) Normal M2
193.33
0.011
0.0004
0.0070
0.0070
Seismic (Reduced DL) Normal M2
250.00
0.019
0.0005
0.0106
0.0106
Seismic (Reduced DL) Normal M2
275.00
0.024
0.0006
0.0127
0.0127
Seismic (Reduced DL) Normal M2
295.00
0.029
0.0004
0.0134
0.0134
Seismic (Reduced DL) 60 deg M1
100.00
0.010
0.0006
0.0116
0.0116
Seismic (Reduced DL) 60 deg M7
106.67
0.011
0.0007
0.0128
0.0128
Seismic (Reduced DL) 60 deg M7
113.33
0.013
-0.0007
0.0136
0.0136
Seismic (Reduced DL) 60 deg M1
120.00
0.014
-0.0008
0.0145
0.0145
Seismic (Reduced DL) 60 deg MI
133.33
0.018
0.0008
0.0160
0.0160
Seismic (Reduced DL) 60 deg M1
180.00
0.033
0.0011
0.0206
0.0206
Seismic (Reduced DL) 60 deg M1
193.33
0.038
0.0012
0.0229
0.0229
Seismic (Reduced DL) 60 deg M1
250.00
0.064
-0.0016
0.0318
0.0318
Seismic (Reduced DL) 60 deg M1
275.00
0.079
-0.0017
0.0364
0.0364
Seismic (Reduced DL) 60 deg M1
295.00
0.092
-0.0015
0.0376
0.0375
Seismic (Reduced DL) 60 deg M2
100.00
0.003
0.0002
0.0031
0.0031
Seismic (Reduced -DL) 60 degM2106.67
0.003
0.0002
0.0035-
0.0035 -
Seismic (Reduced DL) 60 deg M2
113.33
0.003
0.0002
0.0039
0.0039
Seismic (Reduced DL) 60 deg M2
120.00
0.004
0.0002
0.0041
0.0041
Seismic (Reduced DL) 60 deg M2
133.33
0.005
0.0002
0.0046
0.0046
Seismic (Reduced DL) 60 deg M2
180.00
0.009
0.0003
0.0061
0.0061
Seismic (Reduced DL) 60 deg M2
193.33
0.011
0.0004
0.0070
0.0070
Seismic (Reduced DL) 60 deg M2
250.00
0.019
0.0005
0.0106
0.0106
Seismic (Reduced DL) 60 deg M2
275.00
0.024
-0.0006
0.0127
0.0127
Page 33
Site Number: 5110
Site Name: Angle Road, FL
Customer: SPRINT NEXTEL
Code: ANSIMA-222-G 02007-20J7byATCIPLLC. A/ldghtsmser ed.
Engineering Number: OAA712652_C3_01
9/26/2017 7:35:27 PM
Seismic (Reduced
DL) 60 deg M2
295.00
0.029
-0.0004
0.0133
0.0133
Seismic (Reduced
DL) 90 deg M1
100.00
0.010
-0.0007
0.0116
0.0116
Seismic (Reduced
DL) 90 deg MI
106.67
0.011
-0.0008
0.0128
0.0128
Seismic (Reduced
DL) 90 deg MI
113.33
0.013
-0.0008
0.0136
0.0136
Seismic (Reduced
DL) 90 deg MI
120.00
0.014
-0.0009
0.0145
0.0145
Seismic (Reduced
DL) 90 deg M1
133.33
0.018
-0.0010
0.0160
0.0160
Seismic (Reduced
DL) 90 deg M1
180.00
0.033
-0.0013
0.0207
0.0207
Seismic (Reduced
DL) 90 deg M1
193.33
0.038
-0.0014
0.0229
0.0229
Seismic (Reduced
DL) 90 deg M1
250.00
0.064
-0.0019
0.0318
0.0318
Seismic (Reduced
DL) 90 deg M1
275.00
0.079
-0.0020
0.0363
0.0364
Seismic (Reduced
DL) 90 deg M1
295.00
0.092
-0.0018
0.0376
0.0377
Seismic (Reduced
DL) 90 deg. M2
100.00
0.003
-0.0002
0.0032
0.0032
Seismic (Reduced
DL) 90 deg M2
106.67
0.003
-0.0002
0.0035
0.0035
Seismic (Reduced
DL) 90 deg M2
113.33
0.003
-0.0002
0.0039
,0.0039
Seismic (Reduced
DL) 90 deg M2
120.00
0.004
-0,0002
0.0041
0.0041
Seismic (Reduced
DL) 90 deg M2
133.33
0.005
-0.0003
0.0046
0.0046
Seismic (Reduced
DL) 90 deg M2
180.00
0.009
-0.0004
0.0061
0.0061
Seismic (Reduced
DL) 90 deg M2
193.33
0.011
-0.0004
0.0070
0.0070
Seismic (Reduced
DL) 90 deg M2
250.00
0.019
-0.0006
0.0106
0.0106
Seismic (Reduced
DL) 90 deg M2
275.00
0.024
-0.0006
0.0127
0.0127
Seismic (Reduced
DL) 90 deg M2
295.00
0.029
-0.0005
0.0134
0.0134
Seismic (Reduced
DL) 120 deg MI
100.00
0.010
-0.0006
0.0117
0.0117
Seismic (Reduced
DL) 120 deg Ml
106.67
0.011
-0.0007
0.0129
0.0129
Seismic (Reduced
DL) 120 deg Ml
113.33
0.013
-0.0007
0.0136
0.0136
Seismic (Reduced
DL) 120 deg Ml
120.00
0.014
-0.0008
0.01"
0.0145
Seismic (Reduced
DL) 120 deg M1
133.33
0.018
-0.0008
0.0160
0.0160
Seismic (Reduced
DL) 120 deg Ml
180.00
0.033
-0.0011
0.0207
0.0207
Seismic (Reduced
DL) 120 deg M1
193.33
0.038
.0.0012
0.0229
0.0229
Seismic (Reduced
DL) 120 deg MI
260.00
0.064
-0.0016
0.0318
0.0318
Seismic (Reduced
DL) 120 deg MI
275.00
0.079
-0.0017
0.0363
0.0363
Seismic (Reduced
DL) 120 deg M7
295.00
0.092
-0.0015
0.0377
0.0377
Seismic (Reduced
DL) 120 deg M2
100.00
0.003
-0.0002
0.0032
0.0032
Seismic (Reduced
DL) 120 deg M2
106.67
0.003
-0.0002
0.0035
0.0035
Seismic (Reduced
DL) 120 deg M2
113.33
0.003
-0.0002
0.0038
0.0038
Seismic (Reduced
DL) 120 deg M2
120.00
0.004
-0.0002
0.0040
0.0040
Seismic (Reduced
DL) 120 deg M2
133.33
0.005
-0.0002
0.0045
0.0045
Seismic (Reduced
DL) 120 deg M2
180.00
0.009
-0.0003
0.0062
0.0062
Seismic (Reduced
DL) 120 deg M2
193.33
0.011
-0.0004
0.0070
0.0070
Seismic (Reduced
DL) 120 deg M2
250.00
0.019
-0.0005
0.0106
0.0106
Seismic (Reduced
DL) 120 deg M2
275.00
0.024
-0.0006
0.0127
0.0127
Seismic (Reduced
DL) 120 deg M2
295.00
0.029
-0.0004
0.0134
0.0134
Seismic (Reduced
DL) 180 deg M1
100.00
0.010
0.0006
0.0116
0:0116
Seismic (Reduced
DL) 180 deg M7
106.67
0.011
0.0007
0.0128
0.0128
Seismic (Reduced
DL) 180 deg M1
113.33
0.013
0.0007
0.0136
0.0136
Seismic (Reduced
DL) 180 deg M7
120.00
0.014
0.0008
0.0145
0.0145
Seismic (Reduced
DL) 180 deg M1
133.33
0.018
0.0008
0.0160
0.0160
Seismic (Reduced
DL) 180 deg M7
180.00
0.033
0.0011
0.0206
0.0206
Seismic (Reduced
DL) 180 deg M7
193.33
0.038
0.0012
0.0229
0.0229
Seismic (Reduced
DL) 180 deg M7
250.00
0.064
0.0016
0.0318
0.0318
Seismic (Reduced
DL) 180 deg M7
275.00
0.079
0.0017
0.0364
0.0364
Seismic (Reduced
DL) 180 deg M7
295.00
0.092
0.0015
0.0375
0.0375
Seismic (Reduced
DL) 180 deg M2
100.00
0.003
0.0002
0.0031
0.0031
Seismic (Reduced
DL) 180 deg M2
106.67
0.003
0.0002
0.0035
0.0035
Seismic (Reduced
DL) 180 deg M2
113.33
0.003
0.0002
0.0039
0.0039
Seismic (Reduced
DL) 180 deg M2
120.00
0.004
0.0002
0.0041
0.0041
Seismic (Reduced
DL) 180 deg M2
133.33
0.005
0.0002
0.0046
0.0046
Seismic (Reduced
DL) 180 deg M2
180.00
0.009
0.0003
0.0061
0.0061
Seismic (Reduced
DL) 180 deg M2
193.33
0.011
0.0004
0.0070
0.0070
Seismic (Reduced
DL) 180 deg M2
250.00
0.019
0.0005
0.0106
0.0106
Seismic (Reduced
DL) 180 deg M2
275.00
0.024
0.0006
0.0127
0.0127
Seismic (Reduced
DL) 180 deg M2
295.00
0.029
0.0004
0.0133
0.0133
Seismic (Reduced
DL) 210 deg M1
100.00
0.010
0.0004
0.0116
0.0116
Page 34
a
Site Number: 5110
Code: ANSI/TIA-222-G 02007-2017byATCIPLLC. Alldghtsmserved.
Site Name: Angle Road, FL Engineering Number. OAA712652_C3 01
Customer: SPRINT NEXTEL
9/2512017 7:36:27 PM
Seismic (Reduced
DL) 210
deg
Mt
106.67
0.011
0.0004
0.0128
0.0128
Seismic (Reduced
DL) 210
deg
M7
113.33
0.013
0.0004
0.0136
0.0136
Seismic (Reduced
DL) 210
deg
M1
120.00
0.014
0.0004
0.0145
0.0145
Seismic (Reduced
DL) 210
deg
M1
133.33
0.018
0.0005
0.0160
0.0160
Seismic (Reduced
DL) 210
deg
M1
180.00
0.033
0.0006
0.0207
0.0207
Seismic (Reduced
DL) 210
deg
M1
193.33
0.038
0.0007
0.0229
0.0229
Seismic (Reduced
DL) 210
deg
M1
250.00
0.064
0.0009
0.0318
0.0318
Seismic (Reduced
DL) 210
deg
M1
275.00
0.079
0.0010
0.0363
0.0364
Seismic (Reduced
DL) 210
deg
M1
295.00
0.092
0.0009
0.0376
0.0377
Seismic (Reduced
DL) 210
deg
M2
100.00
0.003
0.0001
0.0032
0.0032
Seismic (Reduced
DL) 210
deg
M2
106.67
0.003
0.0001
0.0035
0.0035
Seismic (Reduced
DL) 210
deg
M2
113.33
0.003
0.0001
0.0039
0.0039
Seismic (Reduced
DL) 210
deg
M2
120.00
0.004
0.0001
0.0041
0.0041
Seismic (Reduced
DL) 210
deg
M2
133.33
0.005
0.0001
0.0046
0.0046
Seismic (Reduced
DL) 210
deg
M2
180.00
0.009
0.0002
0.0061
0.0061
Seismic (Reduced
DL) 210
deg
M2
193.33
0.011
0.0002
0.0070
0.0070
Seismic (Reduced
DL) 210
deg
M2
250.00
0.019
0.0003
0.0106
0.0106
Seismic (Reduced
DL) 210
deg
M2
275.00
0.024
0.0003
0.0127
0.0127
Seismic (Reduced
DL) 210
deg
M2
295.00
0.029
0.0003
0.0134
0.0134
Seismic (Reduced
DL) 240
deg
M1
100.00
0.010
0.0006
0.0117
0.0117
Seismic (Reduced
DL) 240
deg
M1
106.67
0.011
0.0007
0.0129
0.0129
Seismic (Reduced
DL) 240
deg
M1
113.33
0.013
0.0007
0.0136
0.0136
Seismic (Reduced
DL) 240
deg
Mt
120.00
0.014
0.0008
0.0144
0.0145
Seismic (Reduced
DL) 240
deg
M1
133.33
0.018
0.0008
0.0160
0.0160
Seismic (Reduced
DL) 240
deg
M1
180.00
0.033
0.0011
0.0207
0.0207
Seismic (Reduced
DL) 240
deg
Mt
193.33
0.038
0.0012
0.0229
0.0229
Seismic (Reduced
DL) 240
deg
M1
250.00
0.064
0.0016
0.0318
0.0318
Seismic (Reduced
DL) 240
deg
M1
275.00
0.079
0.0017
0.0363
0.0363
Seismic (Reduced
DL) 240
deg
M1
295.00
0.092
0.0015
0.0377
0.0377
Seismic (Reduced
DL) 240
deg
M2
100.00
0.003
0.0002
0.0032
0.0032
Seismic (Reduced
DL) 240
deg
M2
106.67
0.003
0.0002
0.0035
0.0035
Seismic (Reduced
DL) 240
deg
M2
113.33
0.003
0.0002
0.0038
0.0038
Seismic (Reduced
DL) 240
deg
M2
120.00
0.004
0.0002
0.0040
0.0040
Seismic (Reduced
DL) 240
deg
M2
133.33
0.005
0.0002
0.0045
0.0045
Seismic (Reduced
DL) 240
deg
M2
180.00
0.009
0.0003
0.0062
0.0062
Seismic (Reduced
DL) 240
deg
M2
193.33
0.011
0.0004
0.0070
0.0070
Seismic (Reduced
DL) 240
deg
M2
250.00
0.019
0.0005
0.0106
0.0106
Seismic (Reduced
DL) 240
deg
M2
275.00
0.024
0.0006
0.0127
0.0127
Seismic (Reduced
DL) 240
deg
M2
295.00
0.029
0.0004
0.0134
0.0134
Seismic (Reduced
DL) 300
deg
MI
100.00
0.010
0.0006
0.0116
0.0116
Seismic (Reduced
DL) 300
deg
MI
106.67
0.011
0.0007
0.0128
0.0128
Seismic (Reduced
DL) 300
deg
MI
113.33
0.013
0.0007
0.0136
0.0136
Seismic (Reduced
DL) 300
deg
M1
120.00
0.014
0.0008
0.0145
0.0145
Seismic (Reduced
DL) 300
deg
MI
133.33
0.018
0.0008
0.0160
0.0160
Seismic (Reduced
DL) 300
deg
M1
180.00
0.033
0.0011
0.0206
0.0206
Seismic (Reduced
DL) 300
deg
Ml
193.33
0.038
0.0012
0.0229
0.0229
Seismic (Reduced
DL) 300
deg
M1
250.00
0.064
0.0016
0.0318
0.0318
Seismic (Reduced
DL) 300
deg
M1
275.00
0.079
0.0017
0.0364
0.0364
Seismic (Reduced
DL) 300
deg
M1
295.00
0.092
0.0015
0.0375
0.0375
Seismic (Reduced
DL) 300
deg
M2
100.00
0.003
0.0002
0.0031
0.0031
Seismic (Reduced
DL) 300
deg
M2
106.67
0.003
0.0002
0.0035
0.0035
Seismic (Reduced
DL) 300
deg
M2
113.33
0.003
0.0002
0.0039
0.0039
Seismic (Reduced
DL) 300
deg
M2
120.00
0.004
0.0002
0.0041
0.0041
Seismic (Reduced
DL) 300
deg
M2
133.33
0.005
0.0002
0.0046
0.0046
Seismic (Reduced
DL) 300
deg
M2
180.00
-0.009
0.0003
0.0061
0.0061
Seismic (Reduced
DL) 300
deg
M2
193.33
0.011
0.0004
0.0070
0.0070
Seismic (Reduced
DL) 300
deg
M2
250.00
0.019
0.0005
0.0106
0.0106
Seismic (Reduced
DL) 300
deg
M2
275.00
0.024
0.0006
0.0127
0.0127
Seismic (Reduced
DL) 300
deg
M2
295.00
0.029
0.0004
0.0133
0.0133
Seismic (Reduced
DL) 330
deg
MI
100.00
0.010
0.0004
0.0116
0.0116
Seismic (Reduced
DL) 330
deg
M1
106.67
0.011
0.0004
0.0128
0.0128
Seismic (Reduced
DL) 330
deg
M1
113.33
0.013
0.0004
0.0136
0.0136
Page 35
Site Number: 5110
Code:
ANSIMA422-G
02007-2017byATCIPLLC. AlIdghtsmserved.
Site Name: Angle Road, FL
Engineering Number:
OAA712652 C3_01
9/25/2017 735:27 PM
Customer: SPRINT NEXTEL
Seismic (Reduced DL) 330 deg MI
120.00
0.014
0.0004
0.0145
0.0145
Seismic (Reduced DL) 330 deg MI
133.33
0.018
0.0005
0.0160
0.0160
Seismic (Reduced DL) 330 deg M1
180.00
0.033
0.0006
0.0207
0.0207
Seismic (Reduced DL) 330 deg MI
193.33
0.038
O.OD07
0.0229
0.0229
Seismic (Reduced DL) 330 deg MI
250.00
0.064
0.0009
0.0318
0.0318
Seismic (Reduced DL) 330 deg M1
275.00
0.079
0.0010
0.0363
0.0364
Seismic (Reduced DL) 330 deg M1
295.00
0.092
0.0009
0.0376
0.0377
Seismic (Reduced DL) 330 deg M2
100.00
0.003
0.0001
0.0032
0.0032
Seismic (Reduced DL) 330 deg M2
106.67
0.003
0.0001
0.0035
0.0035
Seismic (Reduced DL) 330 deg M2
113.33
0.003
0.0001
0.0039
0.0039
Seismic (Reduced DL) 330 deg M2
120.00
0.004
0.0001
0.0041
0.0041
Seismic (Reduced DL) 330 deg M2
133.33
0.006
0.0001
0.0046
0.0046
Seismic (Reduced DL) 330 deg M2
180.00
0.009
0.0002
0.0061
0.0061
Seismic (Reduced DL) 330 deg M2
193.33
0.011
0.0002
0.0070
0.0070
Seismic (Reduced DL) 330 deg M2
250.00
0.019
0.0003
0.0106
0.0106
Seismic (Reduced DL) 330 deg M2
275.00
0.024
0.0003
0.0127
0.0127
Seismic (Reduced DL) 330 deg M2
295.00
0.029
0.0003
0.0134
0.0134
Serviceability - 60 mph Wind Normal
100.00
0.055
0.0031
0.0618
0.0618
Serviceability - 60 mph Wind Normal
106.67
0.063
0.0034
0.0672
0.0672
Serviceability - 60 mph Wind Normal
113.33
0.071
0.0036
0.0702
0.0702
Serviceability - 60 mph Wind Normal
120.00
0.079
0.0038
0.0741
0.0742
Serviceability - 60 mph Wind Normal
133.33
0.098
0.0042
0.0814
0.0815
Serviceability - 60 mph Wind Normal
180.00
0.173
0.0052
0.1069
0.1069
Serviceability - 60 mph Wind Normal
193.33
0.199
0.0057
0.1168
0.1169
Serviceability - 60 mph Wind Normal
250.00
0.336
0.0065
0.1642
0.1643
Serviceability - 60 mph Wind Normal
275.00
0.414
0.0043
0.1898
0.1898
Serviceability - 60 mph Wind Normal
295.00
0.482
0.0032
0.1976
0.1976 .
Serviceability - 60 mph Wind 60 deg
100.00
0.052
-0.0029
0.0576
0.0576
Serviceability - 60 mph Wind 60 deg
106.67
0.059
-0.0032
0.0628
0.0628
Serviceability - 60 mph Wind 60 deg
113.33
0.066
-0.0034
0.0653
0.0654
Serviceability - 60 mph Wind 60 deg
120.00
0.074
-0.0035
0.0692
0.0692
Serviceability - 60 mph Wind 60 deg
133.33
0.091
0.0039
0.0759
0.0760
Serviceability - 60 mph Wind 60 deg
180.00
0.162
0.0049
0.0991
0.0991
Serviceability - 60 mph Wind 60 deg
193.33
0.186
0.0053
0.1092
0.1094
Serviceability - 60 mph Wind 60 deg
250.00
0.315
0.0060
0.1543
0.15"
Serviceability - 60 mph Wind 60 deg
275.00
0.388
0.0036
0.1786
0.1786
Serviceability - 60 mph Wind 60 deg
295.00
0.452
0.0024
0.1861
0.1861
Serviceability - 60 mph Wind 90 deg
100.00
0.053
-0.0034
0.0586
0.0586
Serviceability - 60 mph Wind 90 deg
106.67
0.060
-0.0038
0.0639
0.0639
Serviceability - 60 mph Wind 90 deg.
113.33
0.068
-0.0040
0.0669
0.0671
Serviceability - 60 mph Wind 90 deg
120.00
0.075
-0.0042
0.0706
0.0707
Serviceability - 60 mph Wind 90 deg
133.33
0.093
-0.0046
0.0775
0.0776
Serviceability - 60 mph Wind 90 deg
180.00
0.165
-0.0057
0.1009
0.1009
Serviceability - 60 mph Wind 90 deg
193.33
0.190
-0.0063
0.1116
0.1117
Serviceability - 60 mph Wind 90 deg
260.00
0.321
-0.0071
0.1573
0.1575
Serviceability - 60 mph Wind 90 deg
275.00
0.395
-0.0045
0.1820
0.1820
Serviceability - 60 mph Wind 90 deg
295.00
0.460
-0.0032
0.1899
0.1900
Serviceability - 60 mph Wind 120 deg
100.00
0.066
-0.0031
0.0618
0.0618
Serviceability, - 60 mph Wind 120 deg
106.67
0.063
-0.0034
0.0673
0.0673
Serviceability - 60 mph Wind 120 deg
113.33
0.071
-0.0036
0.0702
0.0702
Serviceability - 60 mph Wind 120 deg
120.00
0.079
-0.0038
0.0741
0.0742
Serviceability - 60 mph Wind 120 deg
133.33
0.098
-0.0042
0.0814
0.0815
Serviceability - 60 mph Wind 120 deg
180.00
0.173
0.0052
0.1059
0.1059
Serviceability - 60 mph Wind 120 deg
193.33
0.199
0.0057
0.1168
0.1169
Serviceability - 60 mph Wind 120 deg
250.00
0.336
0.0066
0.1642
0.1643
Serviceability - 60 mph Wind 120 deg
275.00
0.414
0.0043
0.1898
0.1898
Serviceability - 60 mph Wind 120 deg
295.00
0.482
0.0032
0.1976
0.1976
Serviceability - 60 mph Wind 180 deg
100.00
0.052
0.0029
0.0577
0.0577
Serviceability - 60 mph Wind 180 deg
106.67
0.059
0.0032
0.0629
0.0629
Serviceability - 60 mph Wind 180 deg
113.33
0.066
0.0034
0.0664
0.0655
Serviceability - 60 mph Wind 180 deg
120.00
0.074
0.0036
0.0693
0.0694
Serviceability - 60 mph Wind 180 deg
133.33
0.091
0.0039
0.0761
0.0762
Page 36
Site Number: 5110 Code: ANS11TIA-222-43 02007-2017byATCIPLLC. A/ldghtsmserved.
Site Name: Angle Road, FL Engineering Number. OAA712652_C3_01 9/25/2017 7:35:27 PM
Customer: SPRINT NEXTEL
Serviceability - 60 mph Wind 180 deg
180.00
0.162
0.0049
0.0994
0.0994
Serviceability - 60 mph Wind 180
deg
193.33
0.186
0.0064
0.1095
0.1097
Serviceability - 60 mph Wind 180
deg
250.00
0.316
0.0060
0.1548
0.1550
Serviceability - 60 mph Wind 180
deg
275.00
0.389
0.0037
0.1793
0.1793
Serviceability - 60 mph Wind 180
deg
295.00
0.453
0.0026
0.1868
0.1869
Serviceability- 60 mphWind 210
deg
100.00
0.053
0.0017
0.0586
0.0586
Serviceability - 60 mph Wind 210
deg
106.67
0.060
0.0019
0.0639
0.0639
Serviceability - 60 mph Wind 210
deg
113.33
0.068
0.0020
0.0669
0.0671
Serviceability - 60 mph Wind 210
deg
120.00
0.075
0.0021
0.0706
0.0707
Serviceability - 60 mph Wind 210
deg
133.33
0.093
0.0023
0.0775
0.0776
Serviceability - 60 mph Wind 210
deg
180.00
0.166
0.0029
0.1009
0.1009
Serviceability - 60 mph Wind 210
deg
193.33
0.190
0.0031
0.1116
0.1117
Serviceability - 60 mph Wind 210
deg
250.00
0.321
0.0036
0.1573
0.1575
Serviceability- 60 mph Wind 210
deg
275.00
0.395
0.0023
0.1820
0.1820
Serviceability - 60 mph Wind 210
deg
295.00
0.460
0.0016
0.1899
0.1900
Serviceability - 60 mph Wind 240
deg
100.00
0.055
0.0031
0.0618
0.0618
Serviceability - 60 mph Wind 240
deg
106.67
0.063
0.0034
0.0673
0.0673
Serviceability - 60 mph Wind 240
deg
113.33
0.071
0.0036
0.0702
0.0702
Serviceability - 60 mph Wind 240
deg
120.00
0.079
0.0038
0.0741
0.0742
Serviceability - 60 mph Wind 240
deg
133.33
0.098
0.0042
0.0814
0.0815
Serviceability - 60 mph Wind 240
deg
180.00
0.173
0.0052
0.1059
0.1069
Serviceability - 60 mph Wind 240
deg
193.33
0.199
0.0057
0.1168
0.1169
Serviceability - 60 mph Wind 240
deg
250.00
0.336
0.0065
0.1642
0.1643
Serviceability - 60 mph Wind 240
deg
275.00
0.414
0.0043
0.1898
0.1898
Serviceability - 60 mph Wind 240
deg
295.00
0.482
0.0032
0.1976
0.1976
Serviceability - 60 mph Wind 300
deg
100.00
0.052
0.0029
0.0576
0.0576
Serviceability - 60 mph Wind 300
deg
106.67
0.059
0.0032
0.0628
0.0628
Serviceability - 60 mph Wind 300
deg
113.33
0.066
0.0034
0.0653
0.0664
Serviceability - 60 mph Wind 300
deg
120.00
0.074
0.0035
0.0692
0.0692
Serviceability .60 mph Wind 300
deg
133.33
0.091
0.0039
0.0759
0.0760
Serviceability - 60 mph Wind 300
deg
180.00
0.162
0.0049
0.0991
0.0991
Serviceability .60 mph Wind 300
deg
193.33
0.186
0.0053
0.1092
0.1094
Serviceability - 60 mph Wind 300
deg
250.00
0.315
0.0060
0.1543
0.1544
Serviceability .60 mph Wind 300
deg
275.00
0.388
0.0036
0.1786
0.1786
Serviceability - 60 mph Wind 300
deg
295.00
0.452
0.0024
0.1861
0.1861
Serviceability - 60 mph Wind 330
deg
100.00
0.053
0.0017
0.0586
0.0586
Serviceability - 60 mph Wind 330
deg
106.67
0.060
0.0019
0.0639
0.0639
Serviceability .60 mph Wind 330
deg
113.33
0.068
0.0020
0.0669
0.0671
Serviceability - 60 mph Wind 330
deg
120.00
0.075
0.0021
0.0706
0.0707
Serviceability - 60 mph Wind 330
deg
133.33
0.093
0.0023
0.0775
0.0776
Serviceability - 60 mph Wind 330
deg
180.00
0.165
0.0029
0.1009
0.1009
Serviceability - 60 mph Wind 330
deg
193.33
0.190
0.0031
0.1116
0.1117
Serviceability - 60 mph Wind 330
deg
250.00
0.321
0.0036
0.1573
0.1575
Serviceability - 60 mph Wind 330
deg
275.00
0.395
0.0023
0.1820
0.1820
Serviceability - 60 mph Wind 330
deg
295.00
0.460
0.0016
0.1899
0.1900
Page 37