engineers planners surveyors environmental scientists pass
TRANSCRIPT
engineers
p lanners
surveyors
env i ronmenta l sc ient is ts
l andscape arch i tects
1 0 2 2 H i g h l a n d C o l o n y P a r k w a y , S u i t e 3 0 1 , R i d g e l a n d , M S 3 9 1 5 7 • 6 0 1 . 9 4 8 . 3 0 7 1 • F a x 6 0 1 . 8 9 8 . 8 4 8 5
August 24, 2020 Ms. Cindy Suddith Crafton Communications, Inc. 2918 Clairmont Avenue South Birmingham, AL 35205 Subject: Rigorous Structural Analysis Engineering Firm Designation: Neel-Schaffer Inc. Project Number: 13456.027.016 Carrier Designation: T-Mobile Colocation
Site Name: Northside Drive Site Number: 9ME0586A
Tower Owner: Site Name: Fire Station 7
Site Number: 4 Site Data: 104 W. Northside Dr., Jackson, MS, Hinds
Latitude 32° 21' 22.40'', Longitude -90° 10' 31.30'' 200 Foot - Self Support Tower
Dear Ms. Suddith, Neel-Schaffer, Inc. (NSI) has completed a Rigorous Structural Analysis to determine the structural integrity of the above-mentioned tower. We understand that T-Mobile desires to use the tower for the colocation of telecommunications equipment and has requested NSI to determine if the addition of the proposed equipment would adversely affect the structure. NSI has conducted this analysis of the subject tower using the tnxTower computer software to model and analyze the structure. TnxTower (formerly RISA Tower) is a finite element analysis program specifically used for communications towers. Our analysis indicates that with the proposed appurtenance configuration, the tower and foundation WILL satisfy the structural strength requirements of ANSI/TIA-222-G-2-2009, Structural Standard for Antenna Supporting Structures and Antennas – Addendum 2 (industry standard) for:
95 mph three-second gust maximum wind speed 30 mph basic wind speed with 0.50-inch ice thickness 60 mph under service loads
*City of Jackson requires all capacity ratings to be below 95%. We appreciate the opportunity to work with Crafton Communications, Inc. and look forward to contributing to the success of this project. If we can be of further assistance, please do not hesitate to contact us. Sincerely, Jeremy Greene, P.E. Engineer I
PASS* Capacity: 86.4%
Foundation
Northside Dr. Structural Analysis 200 Ft Self-Support Tower August 24, 2020 Project Number 13456.027.016 Page 2 of 5
INTRODUCTION: This tower is a 200-foot self-support tower located in Hinds County, MS. The tower was designed by UNR-Rohn in August of 1998 and was originally designed for a wind speed of 75 mph with 0.50-inch ice per the TIA/EIA-222-F Standard. ANALYSIS CRITERIA: The structural analysis was performed for this tower in accordance with the requirements of ANSI/TIA-222-G Structural Standard for Antenna Supporting Structures and Antennas using a 3-second gust wind speed of 95 mph with no ice, 30 mph with 0.50 inch ice thickness and 60 mph under service loads. RESOURCES: NSI was provided with the following information to analyze the tower:
Colocation Application provided by T-Mobile dated August 12, 2020 Site Audit performed by NSI dated January 31, 2020 Post Mod Inspection by NSI dated February 14, 2014 Tower Modification Design by NSI dated September 16, 2013 Tower Mapping Report provided by Hi-Tech Tower Services, Inc. dated September 10, 2013 Previous Structural Analysis prepared by Excell Communications, Inc. Dated March 25, 2011 Previous Structural Analysis provided by Tower Engineering Professionals, Inc. dated March 9, 2011 Tower and foundation drawings provided by UNR-Rohn dated August 27, 1998 Geotechnical Report provided by GeoEngineering, LLC dated June 22, 1998
LOADING INFORMATION: Per the information received by NSI the following existing antenna and feedline equipment is included in the analysis. Existing Loading Data:
*See Assumption 7
Equipment Centerline Elevation
Carrier Item Feedline Mount Mount
Elevation
195’ C Spire Existing
(3) X7C-865-V-02
(6) 1 5/8” (3) Power (3) Fiber
(2) Valmont VFA12-HD
Mounts (Alpha & Gamma) (1) Sector
Mount (Beta)
195’
(3) HBXX-6517DS-A2M (3) HHT465B-PF-2XR (3) RRH FZHJ – 8x20
(3) OVP Boxes (3) RRH 2x40-07L-AT
(3) RRH AHFIG* (2) Fiber Distribution Boxes
189’ - - - (3) Sector Mounts (Empty)
189’
161’ Verizon Existing
(6) NHH-65C-R2B (12) 1 5/8” (Stacked 2 on 5
on 5) (1) Hybrid Fiber
Cable
(3) Sector Mounts
161’ (3) LNX-6515DS-VTM
(3) B66A RRH 4x45 (3) B13 RRH 4x30
(1) OVP Distribution Box
Northside Dr. Structural Analysis 200 Ft Self-Support Tower August 24, 2020 Project Number 13456.027.016 Page 3 of 5
Equipment be Removed:
Equipment Elevation
Carrier Item Feedline Mount Mount
Elevation
125’ T-Mobile(3) TMZXXX-6516-A3M
- - - (3) AHFIB RRUs(3) AHLOA RRUs
Proposed Loading Data:
Equipment Elevation
Carrier Item Feedline Mount Mount
Elevation
125’ T-Mobile(3) AEHC Antennas (1) 1.55” HCS
2.0 Hybrid Cable - -
(3) RRUs AHFIG
Equipment Centerline Elevation
Carrier Item Feedline Mount Mount
Elevation
153’ AT&T
Existing
(3) 800 10121
(12) 1 5/8”(1) 5/16” RETControl Cable(2) 3/8” Fiber
Cables(4) 3/4” Power
Cables
(3) BoomGate
Mounts 153’
(3) TPA-65R-LCUUUU-H8(3) HPA-65R-BUU-H8
(3) RRUS-32(3) RRUS-32 B66
(3) RRUS-11(6) RRUS-12
(3) A2 RRU Modules(3) TT19-08BP111-001 TMAs
(12) 860 10025 RETs(2) DC-48-60-18-8F Fiber Box
135’ Sprint
Existing
(3) APXVERR18-C
(3) 1.4” HybridCables
(3) BoomGate
Mounts 135’
(3) TTTT65AP-1XR(6) RRUS 11 @ 800 MHz
(3) RRUS 31 @ 1900 MHz(3) RRUS 82
(9) ACU-A20-N RETs(9) RRUS 11 @ 1900 MHz
125’ T-MobileExisting
(3) TMZXXX-6516-A3M
(6) 1 5/8”(3) 1.584” HighCapacity HCS
(3) SectorMounts
125’
(3) FFHH-65C-R3(3) ATM1900D-1A20 TMAs
(3) AHFIB RRUs(3) AHLOA RRUs
(3) RNSNDC-7771-PF-48
100’ COJ (1) 800/900 MHz Omni
(1) LMR400 - - (1) Mi. Hub XR Base Unit
35’ - GPS (1) 1/2” - -
Northside Dr. Structural Analysis 200 Ft Self-Support Tower August 24, 2020 Project Number 13456.027.016 Page 4 of 5
Final Loading Data: FOUNDATION ANALYSIS: A full foundation structural analysis was completed and the foundations were found to be capable of supporting the indicated loads. Therefore, foundation modifications are not necessary. ANALYSIS ASSUMPTIONS: The following assumptions have been made for this structural analysis. 1. This evaluation is based on the assumption that the tower has been properly designed, installed, and maintained in accordance with TIA standards and/or with manufacturer’s specifications. The evaluation of antenna connections, mount capacities, and connection components is beyond our scope of service.
2. The antenna configuration is as supplied and/or as modeled in the analysis. It is assumed to be complete and accurate. All antennas, mounts, coax and waveguides are assumed to be properly installed and supported as per manufacturer requirements. 3. Where specific information regarding antenna and mount types/models was not provided, assumed areas and weights were made based on similar and/or typical antenna and mount types. 4. The soil parameters are as per data supplied or as assumed and stated in the calculations. 5. Foundations are properly designed and constructed to resist the original design loads indicated in the documents provided. 6. Any prior structural modifications are assumed to be as per the supplied/available data, and to have been properly installed. 7. The existing C Spire loading shows (3) AHFIGs instead of (3) 4x40s from the previous SA due to the their 4G/5G project which received an NSI PE letter dated August 10, 2020. Any conditions discovered which deviate from the information contained in this letter may invalidate these results and should be presented to NSI for further review. This report has been prepared for the sole purpose of providing structural evaluation of this tower for the loading conditions indicated. It is intended for the exclusive use of T-Mobile and their authorized agents. The information, assumptions, and recommendations contained in this report should not be used by others for any purpose without the express written authorization from NSI. If conditions differ from those contained in this report, NSI should be contacted to evaluate this information.
Equipment Centerline Elevation
Carrier Item Feedline Mount Mount
Elevation
125’ T-Mobile
(3) FFHH-65C-R3 (6) 1 5/8” (3)1.584” High Capacity HCS (1) 1.55” HCS
2.0 Hybrid Cable
(3) Sector Mounts
125’ (3) AEHC Antennas (3) RRUs AHFIG
(3) ATM1900D-1A20 TMAs (3) RNSNDC-7771-PF-48
Northside Dr. Structural Analysis 200 Ft Self-Support Tower August 24, 2020 Project Number 13456.027.016 Page 5 of 5
ATTACHMENTS:
Colocation Application dated 8/12/2020 Tower Elevation Feedline View tnxTower Output Foundation Analysis
City of Jackson New Construction/Colocation Application
THIS APPLICATION IS VALID FOR A PERIOD OF SIX (6) MONTHS FROM THE ACCEPTANCE DATE City Application 10/17/07
RETURN THIS APPLICATION TO: City of Jackson City Site Name: FS 7 2320 Riverside Drive City Site No.: Site 4 Jackson, MS 39205 Date: 08/12/2020 Attn: Telecommunications Phone: (601) 960-1696 Carrier Site Name: Northside Drive Fax: (601) 960-1698 Carrier Site No: 9ME0586A
APPLICANT INFORMATION Company Name: Crafton Communications, Inc. Point of Contact: Cindy Suddith Street Address: 2918 Clairmont Avenue S City: Birmingham State: AL Zip: 35205 Phone Number: 205-305-7534 Fax Number: 205-682-7501 Contract To Be Executed By: Accounts Payable Contact: Are You a Corporation, LLC, or Partnership: Corporation State in Which Your Business Entity was Formed: Delaware Company Name (as appears on lease agreements): Powertel/Memphis, Inc. Address: 10 Inverness Center Parkway, Suite 550 City: Birmingham State: AL Zip: 35242 Brief Description of Purpose of System (Cellular, PCS, Paging, etc.): Cellular
CITY TOWER INFORMATION Latitude: 32 21 22.4” Existing Structure Type: SST Longitude: -90 10’ 31.3” Existing Structure Height: 200’ Site Address: 104 W. Northside Drive, Jackson, MS 39206
SECTOR 1 SECTOR 2 SECTOR 3 SECTOR 4
Desired Rad Center (Feet AGL)
125’ 125’ 125’ N/A
Number of Antennas 2 2 2
TX RX
2496-2690/1695-2360 2496-2690/617-806
2496-2690/1695-2360 2496-2690/617-806
2496-2690/1695-2360 2496-2690/617-806
Antenna Manufacturer/Model#
(Attach spec. sheet)
(1) Nokia AEHC (1) Commscope FFHH-65C-
R3
(1) Nokia AEHC (1) Commscope FFHH-65C-
R3
(1) Nokia AEHC (1) Commscope FFHH-65C-
R3
Total Antenna per Sector 2 2 2
Weight (per antenna) 108lb
127.6 lb 108lb
127.6 lb 108lb
127.6 lb
Antenna Dimensions 38.2” x 21.5” x 5.9” 95.9” x 25.2” x 9.3”
38.2” x 21.5” x 5.9” 95.9” x 25.2” x 9.3”
38.2” x 21.5” x 5.9” 95.9” x 25.2” x 9.3”
ERP (watts) Antenna Gain 24 dBi
17.4 dBi 24 dBi
17.4 dBi 24 dBi
17.4 dBi
Orientation/Azimuth 60 180 300
City of Jackson New Construction/Colocation Application
THIS APPLICATION IS VALID FOR A PERIOD OF SIX (6) MONTHS FROM THE ACCEPTANCE DATE City Application 10/17/07
ADDITIONAL EQUIPMENT Additional equipment to be added (i.e. radioheads, tma’s, distribution boxes) (1) RRU
(1) RRU
(1) RRU
Equipment Manufacturer/Model# (Attach spec. sheet)
Nokia AHFIG Nokia AHFIG Nokia AHFIG
Total Components per Sector
5 5 5
Weight (per component)
79.4lb (RRU) 8.4lb (TMA) 19lb (COVP)
79.4lb (RRU) 8.4lb (TMA) 19lb (COVP)
79.4lb (RRU) 8.4lb (TMA) 19lb (COVP)
Component Dimensions
38.2”x21.5”x5.9” (RRU) 27.6”x13.4”x5.6” (TMA)
38.2”x21.5”x5.9” (RRU) 27.6”x13.4”x5.6” (TMA)
38.2”x21.5”x5.9” (RRU) 27.6”x13.4”x5.6” (TMA)
City of Jackson New Construction/Colocation Application
THIS APPLICATION IS VALID FOR A PERIOD OF SIX (6) MONTHS FROM THE ACCEPTANCE DATE City Application 10/17/07
MOUNTS AND COAX Tower Mount Dimensions
12.5’W x 126” H 12.5’W x 126” H 12.5’W x 126” H
Tower Mount Weight 544.7lb 544.7lb 544.7lb Antenna Dimensions / Weight 95.9”x25.2”x9.3”/
127.6 lb 38.2”x21.5”x5.9”
95.9”x25.2”x9.3”/ 127.6 lb
38.2”x21.5”x5.9”
95.9”x25.2”x9.3”/ 127.6 lb
38.2”x21.5”x5.9”
Transmit Frequency Receive Frequency Number of Coax Cables (PER SECTOR)
2
2
2
Type of Coax (i.e. fiber, power, CDMA)
(1) High Capacity (2) Coax
(1) High Capacity (2) Coax
(1) High Capacity (2) Coax
(1) HCS 2.0
Diameter of Coax Cables (1)1.584” (2) 1-5/8”
(1)1.584” (2) 1-5/8”
(1)1.584” (2) 1-5/8” (1) 1.55”
Tenant RF Contact Name/Number
Doug Howell / doug.howell@t‐mobile.com
City RF Contact Name/Number Sid Holston / 601‐503‐6327
Type of Service (i.e. CELLULAR, CDMA, GSM, TDMA, PAGING): Cellular
GROUND SPACE & POWER REQUIREMENTS Cabinet Manufacturer/Model No Change Shelter Manufacturer N/A Equipment Pad Dimensions No Change Shelter Dimensions N/A AC Power No Change Required Voltage and Total
Amps No Change
Tenant Construction Contact Name/Number: Brandon Gamble / [email protected]
City Construction Contact Name/Number: Sid Holston / 601-503-6327
City of Jackson New Construction/Colocation Application
THIS APPLICATION IS VALID FOR A PERIOD OF SIX (6) MONTHS FROM THE ACCEPTANCE DATE City Application 10/17/07
Summary of work to be performed:
(Please provide quantity and equipment label for each item) Equipment to be added: 1. (3) Nokia AEHC Antennas 2. (3) Nokia AHFIG RRUs 3. (1) 1.55” HCS 2.0 Hybrid Cable 4. 5. Equipment to be removed: 1. (3) Andrew TMZXXX-6516-A3M 2. (3) Nokia AHLOA RRUs 3. (3) Nokia AHFIB RRUs 4. 5. Final Configuration (include all existing and proposed): 1. (3) Nokia AEHC 2. (3) Commscope – FFHH-65C-R3 3. (3) Nokia – AHFIG 3. (3) ATM1900D-1A20 TMAs 4. (3) Raycap RNSNDC-7771-PF-48 COVPs 5. (3) 1.584” High Cap HCS 6. (6) 1-5/8” COAX Cables 7. (1) HCS 2.0 Hybrid fiber with breakout 8. 9.
ATTACH MANUFACTURER’S SPECIFICATIONS OF BASE STATION EQUIPMENT OR SHELTER AND A PRELIMINARY SITE PLAN This application is subject to City of Jackson Telecommunications Approval. Proposed site modifications may also be subject to local zoning approval including building permit.
Submitted By: Signature of person submitting application on behalf of Applicant Company: Crafton Communications Printed Name: Cindy Suddith Title: Property Specialist Date: 08/12/2020
City of Jackson New Construction/Colocation Application
THIS APPLICATION IS VALID FOR A PERIOD OF SIX (6) MONTHS FROM THE ACCEPTANCE DATE City Application 10/17/07
FOR CITY USE ONLY
Approved And Accepted By: SIGNATURES:
Date: _________________
City of Jackson, Manager of Telecommunications
Solutions you can build upon
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite 301
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Job: Northside Dr. (F.S. 7 - Site 4) - T-Mobile Project: 13456.027.016 Client: Crafton Communications, Inc. Drawn by: Brittany Morales App'd:
Code: TIA-222-G Date: 08/13/20 Scale: NTS Path:
M:\13456 Crafton (COJ sites)\027 Northside Dr. (F.S. 7 - Site 4)\2020.08 Analysis\tnxTower\Northside Dr. (T-Mobile).eri
Dwg No. E-1
200.0 ft
180.0 ft
160.0 ft
140.0 ft
120.0 ft
100.0 ft
80.0 ft
60.0 ft
40.0 ft
20.0 ft
0.0 ft
REACTIONS - 95 mph WINDTORQUE 39 kip-ft
76444 lbSHEAR
8412 kip-ftMOMENT
77450 lbAXIAL
30 mph WIND - 0.5000 in ICETORQUE 3 kip-ft
7103 lbSHEAR
814 kip-ftMOMENT
149746 lbAXIAL
SHEAR: 41231 lbUPLIFT: -351963 lb
SHEAR: 47470 lbDOWN: 414356 lb
MAX. CORNER REACTIONS AT BASE:
ARE FACTOREDALL REACTIONS
S
ect
ion
T1
T2
T3
T4
T5
T6
T7
T8
T9
T10
L
eg
sR
OH
N 2
.5 S
TD
RO
HN
3 S
TD
RO
HN
3.5
EH
RO
HN
4 E
HR
OH
N 5
EH
RO
HN
6 E
HR
OH
N 8
EH
SR
OH
N 8
EH
L
eg
Gra
de
A5
72
-50
D
iag
on
als
L1
3/4
x1 3
/4x1
/4L
2x2
x3/1
6L
2 1
/2x2
1/2
x1/4
L3
x3x1
/4L
3x3
x5/1
6L
3 1
/2x3
1/2
x5/1
6L
4x4
x5/1
6L
4x4
x3/8
L4
x4x1
/2
D
iag
on
al G
rad
eA
36
A5
72
-50
T
op
Gir
tsL
1 3
/4x1
3/4
x3/1
6N
.A.
B
ott
om
Gir
tsL
1 3
/4x1
3/4
x3/1
6N
.A.
S
ec.
Ho
rizo
nta
lsN
.A.
L4
x4x5
/16
N.A
.L
4x4
x3/8
N.A
.
F
ace
Wid
th (
ft)
6.6
45
86
.68
75
8.7
18
81
0.7
60
41
2.8
33
31
4.8
54
21
6.8
54
21
92
12
32
5
#
Pa
ne
ls @
(ft
)5
@ 4
4 @
59
@ 6
.66
66
71
0 @
10
W
eig
ht
(lb
)11
09.6
1022
.216
61.4
2159
.930
13.3
3418
.547
47.3
4304
.762
77.0
6789
.43
45
03
.3
Generic Lightning Rod 4' copper 200 10' x 2" Mount Pipe 200 Flash Beacon Lighting 200 Valmont VFA 12-HD (C Spire) 195 Sector Mount [SM 602-1] 195 Valmont VFA 12-HD (C Spire) 195 X7C-865-V-02 w/ mount bracket (C Spire)
195 X7C-865-V-02 w/ mount bracket (C Spire)
195 X7C-865-V-02 w/ mount bracket (C Spire)
195 HBXX-6517DS-A2M w/ mount pipe (C Spire)
195 HBXX-6517DS-A2M w/ mount pipe (C Spire)
195 HBXX-6517DS-A2M w/ mount pipe (C Spire)
195 AHFIG RRH (C Spire) 195 AHFIG RRH (C Spire) 195 AHFIG RRH (C Spire) 195 ALU-RRH2X40-07L-AT (C Spire) 195 ALU-RRH2X40-07L-AT (C Spire) 195 ALU-RRH2X40-07L-AT (C Spire) 195 HHT465B-PF-2XR w. MP (C Spire) 195 HHT465B-PF-2XR w. MP (C Spire) 195 HHT465B-PF-2XR w. MP (C Spire) 195 RRH FZHJ (C Spire) 195 RRH FZHJ (C Spire) 195 RRH FZHJ (C Spire) 195 OVP Box (C Spire) 195 OVP Box (C Spire) 195 OVP Box (C Spire) 195 DS-Raycap TTnTB FnP Box n SSMods v3 (C Spire)
195 DS-Raycap TTnTB FnP Box n SSMods v3 (C Spire)
195 Sector Mount [SM 301-3] (Empty) 189 Sector Mount [SM 601-3] (Verizon) 161 (2) NHH-65C-R2B Antenna w. Mount pipe (Verizon)
161 (2) NHH-65C-R2B Antenna w. Mount pipe (Verizon)
161 (2) NHH-65C-R2B Antenna w. Mount pipe (Verizon)
161 LNX-6515DS-VTM w. mount pipe (Verizon)
161 LNX-6515DS-VTM w. mount pipe (Verizon)
161 LNX-6515DS-VTM w. mount pipe (Verizon)
161 B66A-RRH4x45 (Verizon) 161 B66A-RRH4x45 (Verizon) 161 B66A-RRH4x45 (Verizon) 161 B13RRH 4x30 (Verizon) 161 B13RRH 4x30 (Verizon) 161 B13RRH 4x30 (Verizon) 161 Raycap OVP Distribution Box (Verizon)
161 Sector Mount [SM 601-3] (ATT) 153 800 10121 w/ mount pipe (ATT) 153 800 10121 w/ mount pipe (ATT) 153 800 10121 w/ mount pipe (ATT) 153 HPA-65R-BUU-H8 w. mount pipe (ATT)
153 HPA-65R-BUU-H8 w. mount pipe (ATT)
153 HPA-65R-BUU-H8 w. mount pipe (ATT)
153 TT19-08BP111-001 (ATT) 153 TT19-08BP111-001 (ATT) 153 TT19-08BP111-001 (ATT) 153 RRUS-11 Remote Radio Head (ATT) 153 RRUS-11 Remote Radio Head (ATT) 153 RRUS-11 Remote Radio Head (ATT) 153 RRUS-12-RRU (ATT) 153 RRUS-12-RRU (ATT) 153 RRUS-12-RRU (ATT) 153 Ericsson A2 Module (ATT) 153 Ericsson A2 Module (ATT) 153 Ericsson A2 Module (ATT) 153 DC6-48-60-18-8F (ATT) 153 (4) 860 10025 (ATT) 153 (4) 860 10025 (ATT) 153 (4) 860 10025 (ATT) 153 RRUS 32 (ATT) 153 RRUS 32 (ATT) 153 RRUS 32 (ATT) 153 TPA-65R-LCUUUU-H8-K w. Mount Pipe (ATT)
153 TPA-65R-LCUUUU-H8-K w. Mount Pipe (ATT)
153 TPA-65R-LCUUUU-H8-K w. Mount Pipe (ATT)
153 RRUS 32 B66 (ATT) 153 RRUS 32 B66 (ATT) 153 RRUS 32 B66 (ATT) 153 RRUS 12 (ATT) 153 RRUS 12 (ATT) 153 RRUS 12 (ATT) 153 DC6-48-60-18-8F (ATT) 153 Sector Mount [SM 506-3] (Sprint) 135 RFS APXVERR18-C w. mount pipe (Sprint)
135 RFS APXVERR18-C w. mount pipe (Sprint)
135 RFS APXVERR18-C w. mount pipe (Sprint)
135 (3) Ericsson RRUS-11@ 1900 MHz (Sprint)
135 (3) Ericsson RRUS-11@ 1900 MHz (Sprint)
135 (3) Ericsson RRUS-11@ 1900 MHz (Sprint)
135 Ericsson RRUS-11@ 800 MHz (Sprint) 135 Ericsson RRUS-11@ 800 MHz (Sprint) 135 Ericsson RRUS-11@ 800 MHz (Sprint) 135 (3) RFS ACU-A20-N Ret (Sprint) 135 (3) RFS ACU-A20-N Ret (Sprint) 135 (3) RFS ACU-A20-N Ret (Sprint) 135 TTTT65AP-1XR w. mount pipe (Sprint) 135 TTTT65AP-1XR w. mount pipe (Sprint) 135 TTTT65AP-1XR w. mount pipe (Sprint) 135 RRUS-11 800MHz (Sprint) 135 RRUS-11 800MHz (Sprint) 135 RRUS-11 800MHz (Sprint) 135 RRUS 31 (Sprint) 135 RRUS 31 (Sprint) 135 RRUS 31 (Sprint) 135 RRUS 82 (Sprint) 135 RRUS 82 (Sprint) 135 RRUS 82 (Sprint) 135 Sector Mount [SM 401-3] (T-Mobile) 125 FFHH-65C-R3 w. Mount Pipe (T-Mobile)
125 FFHH-65C-R3 w. Mount Pipe (T-Mobile)
125 FFHH-65C-R3 w. Mount Pipe (T-Mobile)
125 ATM1900D-1A20 TMA (T-Mobile) 125 ATM1900D-1A20 TMA (T-Mobile) 125 ATM1900D-1A20 TMA (T-Mobile) 125 RNSNDC-7771-PF-48 Fiber Box (T-Mobile)
125 RNSNDC-7771-PF-48 Fiber Box (T-Mobile)
125 RNSNDC-7771-PF-48 Fiber Box (T-Mobile)
125 AEHC Antenna w mp (T-Mobile) 125 AEHC Antenna w mp (T-Mobile) 125 AEHC Antenna w mp (T-Mobile) 125 AHFIG RRH (T-Mobile) 125 AHFIG RRH (T-Mobile) 125 AHFIG RRH (T-Mobile) 125 Side Lighting 108 Side Lighting 108 Side Lighting 108 Mi.Hub XR Base Unit (City of Jackson) 100 800/900 MHz Dbi ominDIRECTIONAL (City of Jackson)
100 GPS 35DESIGNED APPURTENANCE LOADINGTYPE TYPEELEVATION ELEVATION
Generic Lightning Rod 4' copper 200
10' x 2" Mount Pipe 200
Flash Beacon Lighting 200
Valmont VFA 12-HD (C Spire) 195
Sector Mount [SM 602-1] 195
Valmont VFA 12-HD (C Spire) 195
X7C-865-V-02 w/ mount bracket (C Spire)
195
X7C-865-V-02 w/ mount bracket (C Spire)
195
X7C-865-V-02 w/ mount bracket (C Spire)
195
HBXX-6517DS-A2M w/ mount pipe (C Spire)
195
HBXX-6517DS-A2M w/ mount pipe (C Spire)
195
HBXX-6517DS-A2M w/ mount pipe (C Spire)
195
AHFIG RRH (C Spire) 195
AHFIG RRH (C Spire) 195
AHFIG RRH (C Spire) 195
ALU-RRH2X40-07L-AT (C Spire) 195
ALU-RRH2X40-07L-AT (C Spire) 195
ALU-RRH2X40-07L-AT (C Spire) 195
HHT465B-PF-2XR w. MP (C Spire) 195
HHT465B-PF-2XR w. MP (C Spire) 195
HHT465B-PF-2XR w. MP (C Spire) 195
RRH FZHJ (C Spire) 195
RRH FZHJ (C Spire) 195
RRH FZHJ (C Spire) 195
OVP Box (C Spire) 195
OVP Box (C Spire) 195
OVP Box (C Spire) 195
DS-Raycap TTnTB FnP Box n SSMods v3 (C Spire)
195
DS-Raycap TTnTB FnP Box n SSMods v3 (C Spire)
195
Sector Mount [SM 301-3] (Empty) 189
Sector Mount [SM 601-3] (Verizon) 161
(2) NHH-65C-R2B Antenna w. Mount pipe (Verizon)
161
(2) NHH-65C-R2B Antenna w. Mount pipe (Verizon)
161
(2) NHH-65C-R2B Antenna w. Mount pipe (Verizon)
161
LNX-6515DS-VTM w. mount pipe (Verizon)
161
LNX-6515DS-VTM w. mount pipe (Verizon)
161
LNX-6515DS-VTM w. mount pipe (Verizon)
161
B66A-RRH4x45 (Verizon) 161
B66A-RRH4x45 (Verizon) 161
B66A-RRH4x45 (Verizon) 161
B13RRH 4x30 (Verizon) 161
B13RRH 4x30 (Verizon) 161
B13RRH 4x30 (Verizon) 161
Raycap OVP Distribution Box (Verizon)
161
Sector Mount [SM 601-3] (ATT) 153
800 10121 w/ mount pipe (ATT) 153
800 10121 w/ mount pipe (ATT) 153
800 10121 w/ mount pipe (ATT) 153
HPA-65R-BUU-H8 w. mount pipe (ATT)
153
HPA-65R-BUU-H8 w. mount pipe (ATT)
153
HPA-65R-BUU-H8 w. mount pipe (ATT)
153
TT19-08BP111-001 (ATT) 153
TT19-08BP111-001 (ATT) 153
TT19-08BP111-001 (ATT) 153
RRUS-11 Remote Radio Head (ATT) 153
RRUS-11 Remote Radio Head (ATT) 153
RRUS-11 Remote Radio Head (ATT) 153
RRUS-12-RRU (ATT) 153
RRUS-12-RRU (ATT) 153
RRUS-12-RRU (ATT) 153
Ericsson A2 Module (ATT) 153
Ericsson A2 Module (ATT) 153
Ericsson A2 Module (ATT) 153
DC6-48-60-18-8F (ATT) 153
(4) 860 10025 (ATT) 153
(4) 860 10025 (ATT) 153
(4) 860 10025 (ATT) 153
RRUS 32 (ATT) 153
RRUS 32 (ATT) 153
RRUS 32 (ATT) 153
TPA-65R-LCUUUU-H8-K w. Mount Pipe (ATT)
153
TPA-65R-LCUUUU-H8-K w. Mount Pipe (ATT)
153
TPA-65R-LCUUUU-H8-K w. Mount Pipe (ATT)
153
RRUS 32 B66 (ATT) 153
RRUS 32 B66 (ATT) 153
RRUS 32 B66 (ATT) 153
RRUS 12 (ATT) 153
RRUS 12 (ATT) 153
RRUS 12 (ATT) 153
DC6-48-60-18-8F (ATT) 153
Sector Mount [SM 506-3] (Sprint) 135
RFS APXVERR18-C w. mount pipe (Sprint)
135
RFS APXVERR18-C w. mount pipe (Sprint)
135
RFS APXVERR18-C w. mount pipe (Sprint)
135
(3) Ericsson RRUS-11@ 1900 MHz (Sprint)
135
(3) Ericsson RRUS-11@ 1900 MHz (Sprint)
135
(3) Ericsson RRUS-11@ 1900 MHz (Sprint)
135
Ericsson RRUS-11@ 800 MHz (Sprint) 135
Ericsson RRUS-11@ 800 MHz (Sprint) 135
Ericsson RRUS-11@ 800 MHz (Sprint) 135
(3) RFS ACU-A20-N Ret (Sprint) 135
(3) RFS ACU-A20-N Ret (Sprint) 135
(3) RFS ACU-A20-N Ret (Sprint) 135
TTTT65AP-1XR w. mount pipe (Sprint) 135
TTTT65AP-1XR w. mount pipe (Sprint) 135
TTTT65AP-1XR w. mount pipe (Sprint) 135
RRUS-11 800MHz (Sprint) 135
RRUS-11 800MHz (Sprint) 135
RRUS-11 800MHz (Sprint) 135
RRUS 31 (Sprint) 135
RRUS 31 (Sprint) 135
RRUS 31 (Sprint) 135
RRUS 82 (Sprint) 135
RRUS 82 (Sprint) 135
RRUS 82 (Sprint) 135
Sector Mount [SM 401-3] (T-Mobile) 125
FFHH-65C-R3 w. Mount Pipe (T-Mobile)
125
FFHH-65C-R3 w. Mount Pipe (T-Mobile)
125
FFHH-65C-R3 w. Mount Pipe (T-Mobile)
125
ATM1900D-1A20 TMA (T-Mobile) 125
ATM1900D-1A20 TMA (T-Mobile) 125
ATM1900D-1A20 TMA (T-Mobile) 125
RNSNDC-7771-PF-48 Fiber Box (T-Mobile)
125
RNSNDC-7771-PF-48 Fiber Box (T-Mobile)
125
RNSNDC-7771-PF-48 Fiber Box (T-Mobile)
125
AEHC Antenna w mp (T-Mobile) 125
AEHC Antenna w mp (T-Mobile) 125
AEHC Antenna w mp (T-Mobile) 125
AHFIG RRH (T-Mobile) 125
AHFIG RRH (T-Mobile) 125
AHFIG RRH (T-Mobile) 125
Side Lighting 108
Side Lighting 108
Side Lighting 108
Mi.Hub XR Base Unit (City of Jackson) 100
800/900 MHz Dbi ominDIRECTIONAL (City of Jackson)
100
GPS 35
MATERIAL STRENGTH
Solutions you can build upon
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite 301
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Job: Northside Dr. (F.S. 7 - Site 4) - T-Mobile Project: 13456.027.016 Client: Crafton Communications, Inc. Drawn by: Brittany Morales App'd:
Code: TIA-222-G Date: 08/13/20 Scale: NTS Path:
M:\13456 Crafton (COJ sites)\027 Northside Dr. (F.S. 7 - Site 4)\2020.08 Analysis\tnxTower\Northside Dr. (T-Mobile).eri
Dwg No. E-1
200.0 ft
180.0 ft
160.0 ft
140.0 ft
120.0 ft
100.0 ft
80.0 ft
60.0 ft
40.0 ft
20.0 ft
0.0 ft
REACTIONS - 95 mph WINDTORQUE 39 kip-ft
76444 lbSHEAR
8412 kip-ftMOMENT
77450 lbAXIAL
30 mph WIND - 0.5000 in ICETORQUE 3 kip-ft
7103 lbSHEAR
814 kip-ftMOMENT
149746 lbAXIAL
SHEAR: 41231 lbUPLIFT: -351963 lb
SHEAR: 47470 lbDOWN: 414356 lb
MAX. CORNER REACTIONS AT BASE:
ARE FACTOREDALL REACTIONS
S
ect
ion
T1
T2
T3
T4
T5
T6
T7
T8
T9
T10
L
eg
sR
OH
N 2
.5 S
TD
RO
HN
3 S
TD
RO
HN
3.5
EH
RO
HN
4 E
HR
OH
N 5
EH
RO
HN
6 E
HR
OH
N 8
EH
SR
OH
N 8
EH
L
eg
Gra
de
A5
72
-50
D
iag
on
als
L1
3/4
x1 3
/4x1
/4L
2x2
x3/1
6L
2 1
/2x2
1/2
x1/4
L3
x3x1
/4L
3x3
x5/1
6L
3 1
/2x3
1/2
x5/1
6L
4x4
x5/1
6L
4x4
x3/8
L4
x4x1
/2
D
iag
on
al G
rad
eA
36
A5
72
-50
T
op
Gir
tsL
1 3
/4x1
3/4
x3/1
6N
.A.
B
ott
om
Gir
tsL
1 3
/4x1
3/4
x3/1
6N
.A.
S
ec.
Ho
rizo
nta
lsN
.A.
L4
x4x5
/16
N.A
.L
4x4
x3/8
N.A
.
F
ace
Wid
th (
ft)
6.6
45
86
.68
75
8.7
18
81
0.7
60
41
2.8
33
31
4.8
54
21
6.8
54
21
92
12
32
5
#
Pa
ne
ls @
(ft
)5
@ 4
4 @
59
@ 6
.66
66
71
0 @
10
W
eig
ht
(lb
)11
09.6
1022
.216
61.4
2159
.930
13.3
3418
.547
47.3
4304
.762
77.0
6789
.43
45
03
.3
MATERIAL STRENGTHGRADE GRADEFy FyFu Fu
A572-50 50 ksi 65 ksi A36 36 ksi 58 ksi
TOWER DESIGN NOTES1. Tower is located in Hinds County, Mississippi.2. Tower designed for Exposure C to the TIA-222-G Standard.3. Tower designed for a 95 mph basic wind in accordance with the TIA-222-G Standard.4. Tower is also designed for a 30 mph basic wind with 0.50 in ice. Ice is considered to increase
in thickness with height.5. Deflections are based upon a 60 mph wind.6. Tower Structure Class II.7. Topographic Category 1 with Crest Height of 0.00 ft8. TOWER RATING: 84.6%
Solutions you can build upon
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite 301
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Job: Northside Dr. (F.S. 7 - Site 4) - T-Mobile Project: 13456.027.016 Client: Crafton Communications, Inc. Drawn by: Brittany Morales App'd:
Code: TIA-222-G Date: 08/13/20 Scale: NTS Path:
M:\13456 Crafton (COJ sites)\027 Northside Dr. (F.S. 7 - Site 4)\2020.08 Analysis\tnxTower\Northside Dr. (T-Mobile).eri
Dwg No. E-7
Feed Line Plan
Round Flat App In Face App Out Face
AB
C
(6) (1-5/8) (C Spire 195')
(12)
(1-5
/8) (
Verizo
n 16
1')
(12)
(1-5
/8) (
AT&T 153
')
Feedli
ne L
adde
r (Af)
Feedline Ladder (Af)
Feedli
ne L
adde
r (Af)
Feedline Ladder (Af)
Feedline Ladder (Af)
(6) (1-5/8) (T-Mobile 125')
Feedline Ladder (Af)
(2) F
iber C
able
3/8"
(AT&T 1
53')
(4) D
C Cab
les 3
/4" (
AT&T 153
')
ret c
able
(AT&T 1
53')
(2) Power Cable 4 AWG (1.19" Dia) (C Spire 195')(2) Fiber Cable (0.28" Dia) (C Spire 195')
(3) High Capacity HCS Cable (T-Mobile 125')
(1/2) (35')
LMR 400 Cable (City of Jackson)
1.43
" Hyb
rid F
iber C
able
(Ver
izon
161')
B41 Fiber Cable (C Spire 195')B41 Power Cable (C Spire 195')
(3) 1.4" Hybrid Cable (Sprint 135')
HCS 2.0 Hybrid (T-Mobile 125')
Solutions you can build upon
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite 301
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Job: Northside Dr. (F.S. 7 - Site 4) - T-Mobile Project: 13456.027.016 Client: Crafton Communications, Inc. Drawn by: Brittany Morales App'd:
Code: TIA-222-G Date: 08/13/20 Scale: NTS Path:
M:\13456 Crafton (COJ sites)\027 Northside Dr. (F.S. 7 - Site 4)\2020.08 Analysis\tnxTower\Northside Dr. (T-Mobile).eri
Dwg No. E-7
Feed Line Distribution Chart0' - 200'
Round Flat App In Face App Out Face Truss Leg
Face A
180.00
160.00
140.00
120.00
100.00
80.00
60.00
40.00
20.00
0.00
200.00
Ele
vati
on
(ft
)
(6)
(1-5
/8)
(C S
pir
e 1
95
')
Fe
ed
line
La
dd
er
(Af)
Fe
ed
line
La
dd
er
(Af)
(2)
Po
we
r C
ab
le 4
AW
G (
1.1
9"
Dia
) (C
Sp
ire
19
5')
(2)
Fib
er
Ca
ble
(0
.28
" D
ia)
(C S
pir
e 1
95
')
LM
R 4
00
Ca
ble
(C
ity o
f Ja
ckso
n)
LM
R 4
00
Ca
ble
(C
ity o
f Ja
ckso
n)
B4
1 F
ibe
r C
ab
le (
C S
pir
e 1
95
')
B4
1 P
ow
er
Ca
ble
(C
Sp
ire
19
5')
Face B
10.00
195.00
10.00
161.00
10.00
153.00
10.00
161.00
10.0010.00
155.00
10.00
170.00
10.00
135.00
10.00
125.00
10.00
125.00
10.00
153.00
10.00
153.00
10.00
153.00
10.00
195.00
10.00
195.00
10.00
125.00
10.00
35.00
10.00
100.00100.00
105.00
10.00
161.00
10.00
195.00
10.00
195.00
10.00
135.00
10.00
125.00
Fe
ed
line
La
dd
er
(Af)
(6)
(1-5
/8)
(T-M
ob
ile 1
25
')
Fe
ed
line
La
dd
er
(Af)
(3)
Hig
h C
ap
aci
ty H
CS
Ca
ble
(T
-Mo
bile
12
5')
(1/2
) (3
5')
(3)
1.4
" H
ybri
d C
ab
le (
Sp
rin
t 1
35
')
HC
S 2
.0 H
ybri
d (
T-M
ob
ile 1
25
')
Face C
180.00
160.00
140.00
120.00
100.00
80.00
60.00
40.00
20.00
0.00
200.00
10.00
195.00
10.00
161.00
10.00
153.00
10.00
161.00
10.0010.00
155.00
10.00
170.00
10.00
135.00
10.00
125.00
10.00
125.00
10.00
153.00
10.00
153.00
10.00
153.00
10.00
195.00
10.00
195.00
10.00
125.00
10.00
35.00
10.00
100.00100.00
105.00
10.00
161.00
10.00
195.00
10.00
195.00
10.00
135.00
10.00
125.00
(12
) (1
-5/8
) (V
eri
zon
16
1')
(12
) (1
-5/8
) (A
T&
T 1
53
')
Fe
ed
line
La
dd
er
(Af)
Fe
ed
line
La
dd
er
(Af)
(2)
Fib
er
Ca
ble
3/8
" (A
T&
T 1
53
')
(4)
DC
Ca
ble
s 3
/4"
(AT
&T
15
3')
ret
cab
le (
AT
&T
15
3')
1.4
3"
Hyb
rid
Fib
er
Ca
ble
(V
eri
zon
16
1')
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
1 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Tower Input Data
The main tower is a 3x free standing tower with an overall height of 200.00 ft above the ground line. The base of the tower is set at an elevation of 0.00 ft above the ground line. The face width of the tower is 6.65 ft at the top and 25.00 ft at the base. This tower is designed using the TIA-222-G standard. The following design criteria apply:
Tower is located in Hinds County, Mississippi. Basic wind speed of 95 mph. Structure Class II. Exposure Category C. Topographic Category 1. Crest Height 0.00 ft. Nominal ice thickness of 0.5000 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 30 mph is used in combination with ice. Deflections calculated using a wind speed of 60 mph. A non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in tower member design is 1. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered.
Options
Consider Moments - Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments - Horizontals Assume Legs Pinned √ Calculate Redundant Bracing Forces Consider Moments - Diagonals √ Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification √ Use Clear Spans For Wind Area √ SR Leg Bolts Resist Compression √ Use Code Stress Ratios √ Use Clear Spans For KL/r √ All Leg Panels Have Same Allowable √ Use Code Safety Factors - Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice √ Bypass Mast Stability Checks √ Consider Feed Line Torque Always Use Max Kz √ Use Azimuth Dish Coefficients √ Include Angle Block Shear Check Use Special Wind Profile √ Project Wind Area of Appurt. Use TIA-222-G Bracing Resist. Exemption √ Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-G Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC .6D+W Combination Poles √ Secondary Horizontal Braces Leg √ Sort Capacity Reports By Component Include Shear-Torsion Interaction Use Diamond Inner Bracing (4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow √ SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KL/ry For 60 Deg. Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are
Known
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
2 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Leg B Leg C
Leg A
Face
A Face B
Face C
Triangular To wer
Wind Norma l
Wind 90
Wind 180
Z
X
Tower Section Geometry
Tower Section
Tower Elevation
ft
Assembly Database
Description Section Width
ft
Number of
Sections
Section Length
ft
T1 200.00-180.00 6.65 1 20.00 T2 180.00-160.00 6.69 1 20.00 T3 160.00-140.00 8.72 1 20.00 T4 140.00-120.00 10.76 1 20.00 T5 120.00-100.00 12.83 1 20.00 T6 100.00-80.00 14.85 1 20.00 T7 80.00-60.00 16.85 1 20.00 T8 60.00-40.00 19.00 1 20.00 T9 40.00-20.00 21.00 1 20.00
T10 20.00-0.00 23.00 1 20.00
Tower Section Geometry (cont’d)
Tower Section
Tower Elevation
ft
Diagonal Spacing
ft
Bracing Type
Has K Brace
End Panels
Has Horizontals
Top Girt Offset
in
Bottom Girt Offset
in
T1 200.00-180.00 4.00 X Brace No No 0.0000 0.0000 T2 180.00-160.00 5.00 X Brace No No 0.0000 0.0000 T3 160.00-140.00 6.67 X Brace No No 0.0000 0.0000 T4 140.00-120.00 6.67 X Brace No No 0.0000 0.0000 T5 120.00-100.00 6.67 X Brace No No 0.0000 0.0000
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
3 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Tower Section
Tower Elevation
ft
Diagonal Spacing
ft
Bracing Type
Has K Brace
End Panels
Has Horizontals
Top Girt Offset
in
Bottom Girt Offset
in
T6 100.00-80.00 10.00 X Brace No No 0.0000 0.0000 T7 80.00-60.00 10.00 X Brace No Yes 0.0000 0.0000 T8 60.00-40.00 10.00 X Brace No No 0.0000 0.0000 T9 40.00-20.00 10.00 X Brace No Yes 0.0000 0.0000
T10 20.00-0.00 10.00 X Brace No No 0.0000 0.0000
Tower Section Geometry (cont’d)
Tower Elevation
ft
Leg Type
Leg Size
Leg Grade
Diagonal Type
Diagonal Size
Diagonal Grade
T1 200.00-180.00 Pipe ROHN 2.5 STD A572-50 (50 ksi)
Single Angle L1 3/4x1 3/4x1/4 A36 (36 ksi)
T2 180.00-160.00 Pipe ROHN 3 STD A572-50 (50 ksi)
Single Angle L2x2x3/16 A36 (36 ksi)
T3 160.00-140.00 Pipe ROHN 3.5 EH A572-50 (50 ksi)
Single Angle L2 1/2x2 1/2x1/4 A36 (36 ksi)
T4 140.00-120.00 Pipe ROHN 4 EH A572-50 (50 ksi)
Single Angle L3x3x1/4 A572-50 (50 ksi)
T5 120.00-100.00 Pipe ROHN 5 EH A572-50 (50 ksi)
Single Angle L3x3x5/16 A572-50 (50 ksi)
T6 100.00-80.00 Pipe ROHN 6 EH A572-50 (50 ksi)
Single Angle L3 1/2x3 1/2x5/16 A572-50 (50 ksi)
T7 80.00-60.00 Pipe ROHN 6 EH A572-50 (50 ksi)
Single Angle L4x4x5/16 A572-50 (50 ksi)
T8 60.00-40.00 Pipe ROHN 8 EHS A572-50 (50 ksi)
Single Angle L4x4x5/16 A572-50 (50 ksi)
T9 40.00-20.00 Pipe ROHN 8 EHS A572-50 (50 ksi)
Single Angle L4x4x3/8 A572-50 (50 ksi)
T10 20.00-0.00 Pipe ROHN 8 EH A572-50 (50 ksi)
Single Angle L4x4x1/2 A572-50 (50 ksi)
Tower Section Geometry (cont’d)
Tower Elevation
ft
Top Girt Type
Top Girt Size
Top Girt Grade
Bottom Girt Type
Bottom Girt Size
Bottom Girt Grade
T1 200.00-180.00 Single Angle L1 3/4x1 3/4x3/16 A36 (36 ksi)
Single Angle L1 3/4x1 3/4x3/16 A36 (36 ksi)
Tower Section Geometry (cont’d)
Tower Elevation
ft
Secondary Horizontal Type
Secondary Horizontal Size
Secondary Horizontal
Grade
Inner Bracing Type
Inner Bracing Size
Inner Bracing Grade
T7 80.00-60.00 Single Angle L4x4x5/16 A36 Solid Round A36
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
4 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Tower Elevation
ft
Secondary Horizontal Type
Secondary Horizontal Size
Secondary Horizontal
Grade
Inner Bracing Type
Inner Bracing Size
Inner Bracing Grade
(36 ksi) (36 ksi) T9 40.00-20.00 Single Angle L4x4x3/8 A36
(36 ksi) Solid Round A36
(36 ksi)
Tower Section Geometry (cont’d)
Tower Elevation
ft
Gusset Area
(per face)
ft2
Gusset Thickness
in
Gusset Grade Adjust. Factor Af
Adjust. Factor
Ar
Weight Mult.
Double Angle Stitch Bolt Spacing
Diagonals in
Double Angle Stitch Bolt Spacing
Horizontals in
Double Angle Stitch Bolt Spacing
Redundants in
T1 200.00-180.00
0.00 0.0000 A36 (36 ksi)
1.03 1 1.03 36.0000 36.0000 36.0000
T2 180.00-160.00
0.00 0.0000 A36 (36 ksi)
1.03 1 1.03 36.0000 36.0000 36.0000
T3 160.00-140.00
0.00 0.0000 A36 (36 ksi)
1.03 1 1.03 36.0000 36.0000 36.0000
T4 140.00-120.00
0.00 0.0000 A36 (36 ksi)
1.03 1 1.03 36.0000 36.0000 36.0000
T5 120.00-100.00
0.00 0.0000 A36 (36 ksi)
1.03 1 1.03 36.0000 36.0000 36.0000
T6 100.00-80.00
0.00 0.0000 A36 (36 ksi)
1.03 1 1.03 36.0000 36.0000 36.0000
T7 80.00-60.00 0.00 0.0000 A36 (36 ksi)
1.03 1 1.03 36.0000 36.0000 36.0000
T8 60.00-40.00 0.00 0.0000 A36 (36 ksi)
1.03 1 1.03 36.0000 36.0000 36.0000
T9 40.00-20.00 0.00 0.0000 A36 (36 ksi)
1.03 1 1.03 36.0000 36.0000 36.0000
T10 20.00-0.00 0.00 0.0000 A36 (36 ksi)
1.03 1 1.03 36.0000 36.0000 36.0000
Tower Section Geometry (cont’d)
K Factors1
Tower Elevation
ft
Calc K
Single Angles
Calc K
Solid Rounds
Legs X Brace Diags
X Y
K Brace Diags
X Y
Single Diags
X Y
Girts
X Y
Horiz.
X Y
Sec. Horiz.
X Y
Inner Brace
X Y
T1 200.00-180.00
Yes Yes 1 1 1
1 1
1 1
1 1
1 1
1 1
1 1
T2 180.00-160.00
Yes Yes 1 1 1
1 1
1 1
1 1
1 1
1 1
1 1
T3 160.00-140.00
Yes Yes 1 1 1
1 1
1 1
1 1
1 1
1 1
1 1
T4 140.00-120.00
Yes Yes 1 1 1
1 1
1 1
1 1
1 1
1 1
1 1
T5 120.00-100.00
Yes Yes 1 1 1
1 1
1 1
1 1
1 1
1 1
1 1
T6 100.00-80.00
Yes Yes 1 1 1
1 1
1 1
1 1
1 1
1 1
1 1
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
5 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
K Factors1
Tower Elevation
ft
Calc K
Single Angles
Calc K
Solid Rounds
Legs X Brace Diags
X Y
K Brace Diags
X Y
Single Diags
X Y
Girts
X Y
Horiz.
X Y
Sec. Horiz.
X Y
Inner Brace
X Y
T7 80.00-60.00
Yes Yes 1 1 1
1 1
1 1
1 1
1 1
1 1
1 1
T8 60.00-40.00
Yes Yes 1 1 1
1 1
1 1
1 1
1 1
1 1
1 1
T9 40.00-20.00
Yes Yes 1 1 1
1 1
1 1
1 1
1 1
1 1
1 1
T10 20.00-0.00
Yes Yes 1 1 1
1 1
1 1
1 1
1 1
1 1
1 1
1Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length.
Tower Section Geometry (cont’d)
Tower Elevation
ft
Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal
Net Width Deduct
in
U
Net Width Deduct
in
U
Net Width Deduct
in
U
Net Width
Deduct in
U
Net Width
Deduct in
U
Net Width
Deduct in
U
Net Width
Deduct in
U
T1 200.00-180.00
0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 0.0000 1 0.0000 0.75
T2 180.00-160.00
0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 0.0000 1 0.0000 0.75
T3 160.00-140.00
0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 0.0000 1 0.0000 0.75
T4 140.00-120.00
0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 0.0000 1 0.0000 0.75
T5 120.00-100.00
0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 0.0000 1 0.0000 0.75
T6 100.00-80.00
0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 0.0000 1 0.0000 0.75
T7 80.00-60.00 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 0.0000 1 0.0000 0.75 T8 60.00-40.00 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 0.0000 1 0.0000 0.75 T9 40.00-20.00 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 0.0000 1 0.0000 0.75 T10 20.00-0.00 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75 0.0000 1 0.0000 0.75
Tower Section Geometry (cont’d)
Tower Elevation
ft
Leg Connection
Type
Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal
Bolt Size in
No. Bolt Size in
No. Bolt Size in
No. Bolt Size in
No. Bolt Size in
No. Bolt Size in
No. Bolt Size in
No.
T1 200.00-180.00
Flange 0.7500 A325N
4 0.6250 A325N
1 0.6250 A325N
1 0.6250 A325N
0 0.6250 A325N
0 0.6250 A325N
0 0.6250 A325N
0
T2 180.00-160.00
Flange 0.8750 A325N
4 0.6250 A325N
1 0.6250 A325N
0 0.6250 A325N
0 0.6250 A325N
0 0.6250 A325N
0 0.6250 A325N
0
T3 160.00-140.00
Flange 0.8750 A325N
4 0.7500 A325N
1 0.6250 A325N
0 0.6250 A325N
0 0.6250 A325N
0 0.6250 A325N
0 0.6250 A325N
0
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
6 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Tower Elevation
ft
Leg Connection
Type
Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal
Bolt Size in
No. Bolt Size in
No. Bolt Size in
No. Bolt Size in
No. Bolt Size in
No. Bolt Size in
No. Bolt Size in
No.
T4 140.00-120.00
Flange 1.0000 A325N
4 0.7500 A325N
1 0.6250 A325N
0 0.6250 A325N
0 0.6250 A325N
0 0.6250 A325N
0 0.6250 A325N
0
T5 120.00-100.00
Flange 1.0000 A325N
6 0.7500 A325N
1 0.6250 A325N
0 0.6250 A325N
0 0.6250 A325N
0 0.6250 A325N
0 0.6250 A325N
0
T6 100.00-80.00
Flange 1.0000 A325N
6 0.7500 A325N
1 0.6250 A325N
0 0.6250 A325N
0 0.6250 A325N
0 0.6250 A325N
0 0.6250 A325N
0
T7 80.00-60.00 Flange 1.0000 A325N
8 0.7500 A325N
1 0.6250 A325N
0 0.6250 A325N
0 0.6250 A325N
0 0.6250 A325N
0 0.6250 A325N
0
T8 60.00-40.00 Flange 1.0000 A325N
8 0.7500 A325N
1 0.6250 A325N
0 0.6250 A325N
0 0.6250 A325N
0 0.6250 A325N
0 0.6250 A325N
0
T9 40.00-20.00 Flange 1.0000 A325N
8 0.7500 A490N
1 0.6250 A325N
0 0.6250 A325N
0 0.6250 A325N
0 0.6250 A325N
0 0.6250 A325N
0
T10 20.00-0.00 Flange 1.0000 A325N
10 0.7500 A490N
1 0.6250 A325N
0 0.6250 A325N
0 0.6250 A325N
0 0.6250 A325N
0 0.6250 A325N
0
Feed Line/Linear Appurtenances - Entered As Round Or Flat
Description Face or
Leg
Allow Shield
Exclude From
Torque Calculation
Component Type
Placement
ft
Face Offset
in
Lateral Offset
(Frac FW)
# # Per Row
Clear Spacing
in
Width or Diameter
in
Perimeter
in
Weight
plf
(1-5/8) (C Spire 195')
A No No Ar (CaAa) 195.00 - 10.00
0.0000 0.1 6 6 0.5000 1.9800
1.9800 0.83
(1-5/8) (Verizon 161')
C No No Ar (CaAa) 161.00 - 10.00
0.0000 0.4 12 5 0.5000 1.9800 0.83
(1-5/8) (AT&T 153')
C No No Ar (CaAa) 153.00 - 10.00
0.0000 -0.4 12 6 0.5000 1.9800 0.83
Feedline Ladder (Af)
C No No Af (CaAa) 161.00 - 10.00
0.0000 0.45 1 1 3.0000 3.0000 8.40
Feedline Ladder (Af)
A No No Af (CaAa) 200.00 - 10.00
0.0000 0.15 1 1 3.0000 3.0000 8.40
Feedline Ladder (Af)
C No No Af (CaAa) 155.00 - 10.00
0.0000 -0.45 1 1 3.0000 3.0000 8.40
Feedline Ladder (Af)
A No No Af (CaAa) 170.00 - 10.00
0.0000 -0.25 1 1 3.0000 3.0000 8.40
Feedline Ladder (Af)
B No No Af (CaAa) 135.00 - 10.00
0.0000 -0.4 1 1 3.0000 3.0000 8.40
(1-5/8) (T-Mobile
125')
B No No Ar (CaAa) 125.00 - 10.00
0.0000 0.4 6 6 0.5000 1.9800 0.83
Feedline Ladder (Af)
B No No Af (CaAa) 125.00 - 10.00
0.0000 0.35 1 1 3.0000 3.0000 8.40
Fiber Cable 3/8''
(AT&T 153')
C No No Ar (CaAa) 153.00 - 10.00
0.0000 -0.31 2 2 0.3750 0.3750 0.06
DC Cables 3/4''
(AT&T 153')
C No No Ar (CaAa) 153.00 - 10.00
0.0000 -0.33 4 4 0.5000 0.7500
0.7500 0.59
ret cable (AT&T 153')
C No No Ar (CaAa) 153.00 - 10.00
0.0000 -0.29 1 1 0.4400 0.4400 0.08
Power Cable 4 AWG (1.19''
Dia) (C Spire 195')
A No No Ar (CaAa) 195.00 - 10.00
0.0000 0.05 2 1 0.5000 1.1900 1.11
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
7 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Description Face or
Leg
Allow Shield
Exclude From
Torque Calculation
Component Type
Placement
ft
Face Offset
in
Lateral Offset
(Frac FW)
# # Per Row
Clear Spacing
in
Width or Diameter
in
Perimeter
in
Weight
plf
Fiber Cable (0.28'' Dia)
(C Spire 195')
A No No Ar (CaAa) 195.00 - 10.00
1.2500 0.05 2 1 0.5000 2.0000
0.2800 0.03
************************************
**********
High Capacity HCS Cable (T-Mobile
125')
B No No Ar (CaAa) 125.00 - 10.00
0.0000 0.3 3 3 0.5000 1.5840
1.5840 1.50
************************************
****
(1/2) (35')
B No No Ar (CaAa) 35.00 - 10.00
0.0000 -0.3 1 1 0.5800 0.5800 0.25
LMR 400 Cable
(City of Jackson)
A No No Ar (CaAa) 100.00 - 10.00
0.0000 0.45 1 1 0.4000 0.4000 0.07
LMR 400 Cable
(City of Jackson)
A No No Ar (CaAa) 105.00 - 100.00
0.0000 0.45 1 1 0.4000 0.4000 0.07
1.43'' Hybrid Fiber Cable
(Verizon 161')
C No No Ar (CaAa) 161.00 - 10.00
0.0000 0.35 1 1 1.4300 1.4300 1.63
********** B41 Fiber
Cable (C Spire 195')
A No No Ar (CaAa) 195.00 - 10.00
2.0000 0.02 1 1 0.6600 0.6600 0.10
B41 Power Cable
(C Spire 195')
A No No Ar (CaAa) 195.00 - 10.00
0.0000 0.02 1 1 1.2400 1.2400 1.40
1.4'' Hybrid Cable
(Sprint 135')
B No No Ar (CaAa) 135.00 - 10.00
0.0000 -0.43 3 3 0.5000 1.5400
1.5400 1.30
HCS 2.0 Hybrid
(T-Mobile 125')
B No No Ar (CaAa) 125.00 - 10.00
0.0000 0.28 1 1 1.5500 1.5500 1.71
Feed Line/Linear Appurtenances Section Areas Tower Section
Tower Elevation
ft
Face AR
ft2
AF
ft2
CAAA
In Face ft2
CAAA
Out Face ft2
Weight
lb T1 200.00-180.00 A
B C
0.000 0.000 0.000
0.000 0.000 0.000
35.080 0.000 0.000
0.000 0.000 0.000
299.43 0.00 0.00
T2 180.00-160.00 A B C
0.000 0.000 0.000
0.000 0.000 0.000
48.440 0.000 3.019
0.000 0.000 0.000
427.24 0.00 19.99
T3 160.00-140.00 A B
0.000 0.000
0.000 0.000
53.440 0.000
0.000 0.000
511.24 0.00
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
8 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Tower Section
Tower Elevation
ft
Face AR
ft2
AF
ft2
CAAA
In Face ft2
CAAA
Out Face ft2
Weight
lb C 0.000 0.000 104.215 0.000 688.60
T4 140.00-120.00 A B C
0.000 0.000 0.000
0.000 0.000 0.000
53.440 26.021 126.280
0.000 0.000 0.000
511.24 282.45 818.30
T5 120.00-100.00 A B C
0.000 0.000 0.000
0.000 0.000 0.000
53.640 65.604 126.280
0.000 0.000 0.000
511.58 637.80 818.30
T6 100.00-80.00 A B C
0.000 0.000 0.000
0.000 0.000 0.000
54.240 65.604 126.280
0.000 0.000 0.000
512.60 637.80 818.30
T7 80.00-60.00 A B C
0.000 0.000 0.000
0.000 0.000 0.000
54.240 65.604 126.280
0.000 0.000 0.000
512.60 637.80 818.30
T8 60.00-40.00 A B C
0.000 0.000 0.000
0.000 0.000 0.000
54.240 65.604 126.280
0.000 0.000 0.000
512.60 637.80 818.30
T9 40.00-20.00 A B C
0.000 0.000 0.000
0.000 0.000 0.000
54.240 66.474 126.280
0.000 0.000 0.000
512.60 641.55 818.30
T10 20.00-0.00 A B C
0.000 0.000 0.000
0.000 0.000 0.000
27.120 33.382 63.140
0.000 0.000 0.000
256.30 321.40 409.15
Feed Line/Linear Appurtenances Section Areas - With Ice Tower Section
Tower Elevation
ft
Face or
Leg
Ice Thickness
in
AR
ft2
AF
ft2
CAAA
In Face ft2
CAAA
Out Face ft2
Weight
lb T1 200.00-180.00 A
B C
1.191 0.000 0.000 0.000
0.000 0.000 0.000
79.693 0.000 0.000
0.000 0.000 0.000
1009.11 0.00 0.00
T2 180.00-160.00 A B C
1.178 0.000 0.000 0.000
0.000 0.000 0.000
108.273 0.000 3.242
0.000 0.000 0.000
1385.68 0.00 59.32
T3 160.00-140.00 A B C
1.163 0.000 0.000 0.000
0.000 0.000 0.000
115.104 0.000
127.798
0.000 0.000 0.000
1529.19 0.00
2099.01 T4 140.00-120.00 A
B C
1.147 0.000 0.000 0.000
0.000 0.000 0.000
114.513 49.338 158.853
0.000 0.000 0.000
1511.38 711.04 2523.96
T5 120.00-100.00 A B C
1.128 0.000 0.000 0.000
0.000 0.000 0.000
115.122 123.612 158.035
0.000 0.000 0.000
1501.93 1705.10 2498.31
T6 100.00-80.00 A B C
1.106 0.000 0.000 0.000
0.000 0.000 0.000
118.253 122.908 157.071
0.000 0.000 0.000
1509.35 1682.24 2468.25
T7 80.00-60.00 A B C
1.078 0.000 0.000 0.000
0.000 0.000 0.000
117.163 122.046 155.891
0.000 0.000 0.000
1478.85 1654.46 2431.72
T8 60.00-40.00 A B C
1.042 0.000 0.000 0.000
0.000 0.000 0.000
115.746 120.927 154.357
0.000 0.000 0.000
1439.78 1618.69 2384.69
T9 40.00-20.00 A B C
0.991 0.000 0.000 0.000
0.000 0.000 0.000
113.686 123.142 152.126
0.000 0.000 0.000
1384.08 1599.62 2317.17
T10 20.00-0.00 A B C
0.887 0.000 0.000 0.000
0.000 0.000 0.000
54.802 60.395 73.852
0.000 0.000 0.000
638.78 752.39 1093.20
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
9 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Feed Line Center of Pressure
Section Elevation
ft
CPX
in
CPZ
in
CPX
Ice in
CPZ
Ice in
T1 200.00-180.00 -3.8529 -5.6584 -5.4389 -6.2877 T2 180.00-160.00 -6.7401 -6.4638 -8.8314 -7.3604 T3 160.00-140.00 -6.2264 2.9115 -7.0896 2.9181 T4 140.00-120.00 -0.5331 1.0940 -1.0936 1.1058 T5 120.00-100.00 4.4428 2.8493 4.3909 2.4519 T6 100.00-80.00 5.0691 3.0192 4.9353 1.9139 T7 80.00-60.00 4.6502 2.7840 4.8164 1.8723 T8 60.00-40.00 5.6003 3.3069 5.6083 2.1518 T9 40.00-20.00 5.1883 2.8111 5.5122 1.3495
T10 20.00-0.00 3.9755 2.0801 4.2698 0.8992
Shielding Factor Ka
Tower Section
Feed Line Record No.
Description Feed Line Segment Elev.
Ka No Ice
Ka Ice
T1 1 (1-5/8) 180.00 - 195.00
0.6000 0.6000
T1 5 Feedline Ladder (Af) 180.00 - 200.00
0.6000 0.6000
T1 15 Power Cable 4 AWG (1.19" Dia)
180.00 - 195.00
0.6000 0.6000
T1 16 Fiber Cable (0.28" Dia) 180.00 - 195.00
0.6000 0.6000
T1 28 B41 Fiber Cable 180.00 - 195.00
0.6000 0.6000
T1 29 B41 Power Cable 180.00 - 195.00
0.6000 0.6000
T2 1 (1-5/8) 160.00 - 180.00
0.6000 0.6000
T2 2 (1-5/8) 160.00 - 161.00
0.6000 0.6000
T2 4 Feedline Ladder (Af) 160.00 - 161.00
0.6000 0.6000
T2 5 Feedline Ladder (Af) 160.00 - 180.00
0.6000 0.6000
T2 7 Feedline Ladder (Af) 160.00 - 170.00
0.6000 0.6000
T2 15 Power Cable 4 AWG (1.19" Dia)
160.00 - 180.00
0.6000 0.6000
T2 16 Fiber Cable (0.28" Dia) 160.00 - 180.00
0.6000 0.6000
T2 26 1.43" Hybrid Fiber Cable 160.00 - 161.00
0.6000 0.6000
T2 28 B41 Fiber Cable 160.00 - 180.00
0.6000 0.6000
T2 29 B41 Power Cable 160.00 - 180.00
0.6000 0.6000
T3 1 (1-5/8) 140.00 - 0.6000 0.6000
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
10 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Tower Section
Feed Line Record No.
Description Feed Line Segment Elev.
Ka No Ice
Ka Ice
160.00 T3 2 (1-5/8) 140.00 -
160.00 0.6000 0.6000
T3 3 (1-5/8) 140.00 - 153.00
0.6000 0.6000
T3 4 Feedline Ladder (Af) 140.00 - 160.00
0.6000 0.6000
T3 5 Feedline Ladder (Af) 140.00 - 160.00
0.6000 0.6000
T3 6 Feedline Ladder (Af) 140.00 - 155.00
0.6000 0.6000
T3 7 Feedline Ladder (Af) 140.00 - 160.00
0.6000 0.6000
T3 12 Fiber Cable 3/8" 140.00 - 153.00
0.6000 0.6000
T3 13 DC Cables 3/4" 140.00 - 153.00
0.6000 0.6000
T3 14 ret cable 140.00 - 153.00
0.6000 0.6000
T3 15 Power Cable 4 AWG (1.19" Dia)
140.00 - 160.00
0.6000 0.6000
T3 16 Fiber Cable (0.28" Dia) 140.00 - 160.00
0.6000 0.6000
T3 26 1.43" Hybrid Fiber Cable 140.00 - 160.00
0.6000 0.6000
T3 28 B41 Fiber Cable 140.00 - 160.00
0.6000 0.6000
T3 29 B41 Power Cable 140.00 - 160.00
0.6000 0.6000
T4 1 (1-5/8) 120.00 - 140.00
0.6000 0.6000
T4 2 (1-5/8) 120.00 - 140.00
0.6000 0.6000
T4 3 (1-5/8) 120.00 - 140.00
0.6000 0.6000
T4 4 Feedline Ladder (Af) 120.00 - 140.00
0.6000 0.6000
T4 5 Feedline Ladder (Af) 120.00 - 140.00
0.6000 0.6000
T4 6 Feedline Ladder (Af) 120.00 - 140.00
0.6000 0.6000
T4 7 Feedline Ladder (Af) 120.00 - 140.00
0.6000 0.6000
T4 9 Feedline Ladder (Af) 120.00 - 135.00
0.6000 0.6000
T4 10 (1-5/8) 120.00 - 125.00
0.6000 0.6000
T4 11 Feedline Ladder (Af) 120.00 - 125.00
0.6000 0.6000
T4 12 Fiber Cable 3/8" 120.00 - 140.00
0.6000 0.6000
T4 13 DC Cables 3/4" 120.00 - 140.00
0.6000 0.6000
T4 14 ret cable 120.00 - 140.00
0.6000 0.6000
T4 15 Power Cable 4 AWG (1.19" Dia)
120.00 - 140.00
0.6000 0.6000
T4 16 Fiber Cable (0.28" Dia) 120.00 - 140.00
0.6000 0.6000
T4 18 High Capacity HCS Cable 120.00 - 125.00
0.6000 0.6000
T4 26 1.43" Hybrid Fiber Cable 120.00 - 0.6000 0.6000
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
11 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Tower Section
Feed Line Record No.
Description Feed Line Segment Elev.
Ka No Ice
Ka Ice
140.00 T4 28 B41 Fiber Cable 120.00 -
140.00 0.6000 0.6000
T4 29 B41 Power Cable 120.00 - 140.00
0.6000 0.6000
T4 30 1.4" Hybrid Cable 120.00 - 135.00
0.6000 0.6000
T4 31 HCS 2.0 Hybrid 120.00 - 125.00
0.6000 0.6000
T5 1 (1-5/8) 100.00 - 120.00
0.6000 0.6000
T5 2 (1-5/8) 100.00 - 120.00
0.6000 0.6000
T5 3 (1-5/8) 100.00 - 120.00
0.6000 0.6000
T5 4 Feedline Ladder (Af) 100.00 - 120.00
0.6000 0.6000
T5 5 Feedline Ladder (Af) 100.00 - 120.00
0.6000 0.6000
T5 6 Feedline Ladder (Af) 100.00 - 120.00
0.6000 0.6000
T5 7 Feedline Ladder (Af) 100.00 - 120.00
0.6000 0.6000
T5 9 Feedline Ladder (Af) 100.00 - 120.00
0.6000 0.6000
T5 10 (1-5/8) 100.00 - 120.00
0.6000 0.6000
T5 11 Feedline Ladder (Af) 100.00 - 120.00
0.6000 0.6000
T5 12 Fiber Cable 3/8" 100.00 - 120.00
0.6000 0.6000
T5 13 DC Cables 3/4" 100.00 - 120.00
0.6000 0.6000
T5 14 ret cable 100.00 - 120.00
0.6000 0.6000
T5 15 Power Cable 4 AWG (1.19" Dia)
100.00 - 120.00
0.6000 0.6000
T5 16 Fiber Cable (0.28" Dia) 100.00 - 120.00
0.6000 0.6000
T5 18 High Capacity HCS Cable 100.00 - 120.00
0.6000 0.6000
T5 25 LMR 400 Cable 100.00 - 105.00
0.6000 0.6000
T5 26 1.43" Hybrid Fiber Cable 100.00 - 120.00
0.6000 0.6000
T5 28 B41 Fiber Cable 100.00 - 120.00
0.6000 0.6000
T5 29 B41 Power Cable 100.00 - 120.00
0.6000 0.6000
T5 30 1.4" Hybrid Cable 100.00 - 120.00
0.6000 0.6000
T5 31 HCS 2.0 Hybrid 100.00 - 120.00
0.6000 0.6000
T6 1 (1-5/8) 80.00 - 100.00 0.6000 0.6000 T6 2 (1-5/8) 80.00 - 100.00 0.6000 0.6000 T6 3 (1-5/8) 80.00 - 100.00 0.6000 0.6000 T6 4 Feedline Ladder (Af) 80.00 - 100.00 0.6000 0.6000 T6 5 Feedline Ladder (Af) 80.00 - 100.00 0.6000 0.6000 T6 6 Feedline Ladder (Af) 80.00 - 100.00 0.6000 0.6000 T6 7 Feedline Ladder (Af) 80.00 - 100.00 0.6000 0.6000 T6 9 Feedline Ladder (Af) 80.00 - 100.00 0.6000 0.6000 T6 10 (1-5/8) 80.00 - 100.00 0.6000 0.6000
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
12 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Tower Section
Feed Line Record No.
Description Feed Line Segment Elev.
Ka No Ice
Ka Ice
T6 11 Feedline Ladder (Af) 80.00 - 100.00 0.6000 0.6000 T6 12 Fiber Cable 3/8" 80.00 - 100.00 0.6000 0.6000 T6 13 DC Cables 3/4" 80.00 - 100.00 0.6000 0.6000 T6 14 ret cable 80.00 - 100.00 0.6000 0.6000 T6 15 Power Cable 4 AWG (1.19"
Dia) 80.00 - 100.00 0.6000 0.6000
T6 16 Fiber Cable (0.28" Dia) 80.00 - 100.00 0.6000 0.6000 T6 18 High Capacity HCS Cable 80.00 - 100.00 0.6000 0.6000 T6 24 LMR 400 Cable 80.00 - 100.00 0.6000 0.6000 T6 26 1.43" Hybrid Fiber Cable 80.00 - 100.00 0.6000 0.6000 T6 28 B41 Fiber Cable 80.00 - 100.00 0.6000 0.6000 T6 29 B41 Power Cable 80.00 - 100.00 0.6000 0.6000 T6 30 1.4" Hybrid Cable 80.00 - 100.00 0.6000 0.6000 T6 31 HCS 2.0 Hybrid 80.00 - 100.00 0.6000 0.6000 T7 1 (1-5/8) 60.00 - 80.00 0.6000 0.6000 T7 2 (1-5/8) 60.00 - 80.00 0.6000 0.6000 T7 3 (1-5/8) 60.00 - 80.00 0.6000 0.6000 T7 4 Feedline Ladder (Af) 60.00 - 80.00 0.6000 0.6000 T7 5 Feedline Ladder (Af) 60.00 - 80.00 0.6000 0.6000 T7 6 Feedline Ladder (Af) 60.00 - 80.00 0.6000 0.6000 T7 7 Feedline Ladder (Af) 60.00 - 80.00 0.6000 0.6000 T7 9 Feedline Ladder (Af) 60.00 - 80.00 0.6000 0.6000 T7 10 (1-5/8) 60.00 - 80.00 0.6000 0.6000 T7 11 Feedline Ladder (Af) 60.00 - 80.00 0.6000 0.6000 T7 12 Fiber Cable 3/8" 60.00 - 80.00 0.6000 0.6000 T7 13 DC Cables 3/4" 60.00 - 80.00 0.6000 0.6000 T7 14 ret cable 60.00 - 80.00 0.6000 0.6000 T7 15 Power Cable 4 AWG (1.19"
Dia) 60.00 - 80.00 0.6000 0.6000
T7 16 Fiber Cable (0.28" Dia) 60.00 - 80.00 0.6000 0.6000 T7 18 High Capacity HCS Cable 60.00 - 80.00 0.6000 0.6000 T7 24 LMR 400 Cable 60.00 - 80.00 0.6000 0.6000 T7 26 1.43" Hybrid Fiber Cable 60.00 - 80.00 0.6000 0.6000 T7 28 B41 Fiber Cable 60.00 - 80.00 0.6000 0.6000 T7 29 B41 Power Cable 60.00 - 80.00 0.6000 0.6000 T7 30 1.4" Hybrid Cable 60.00 - 80.00 0.6000 0.6000 T7 31 HCS 2.0 Hybrid 60.00 - 80.00 0.6000 0.6000 T8 1 (1-5/8) 40.00 - 60.00 0.6000 0.6000 T8 2 (1-5/8) 40.00 - 60.00 0.6000 0.6000 T8 3 (1-5/8) 40.00 - 60.00 0.6000 0.6000 T8 4 Feedline Ladder (Af) 40.00 - 60.00 0.6000 0.6000 T8 5 Feedline Ladder (Af) 40.00 - 60.00 0.6000 0.6000 T8 6 Feedline Ladder (Af) 40.00 - 60.00 0.6000 0.6000 T8 7 Feedline Ladder (Af) 40.00 - 60.00 0.6000 0.6000 T8 9 Feedline Ladder (Af) 40.00 - 60.00 0.6000 0.6000 T8 10 (1-5/8) 40.00 - 60.00 0.6000 0.6000 T8 11 Feedline Ladder (Af) 40.00 - 60.00 0.6000 0.6000 T8 12 Fiber Cable 3/8" 40.00 - 60.00 0.6000 0.6000 T8 13 DC Cables 3/4" 40.00 - 60.00 0.6000 0.6000 T8 14 ret cable 40.00 - 60.00 0.6000 0.6000 T8 15 Power Cable 4 AWG (1.19"
Dia) 40.00 - 60.00 0.6000 0.6000
T8 16 Fiber Cable (0.28" Dia) 40.00 - 60.00 0.6000 0.6000 T8 18 High Capacity HCS Cable 40.00 - 60.00 0.6000 0.6000 T8 24 LMR 400 Cable 40.00 - 60.00 0.6000 0.6000 T8 26 1.43" Hybrid Fiber Cable 40.00 - 60.00 0.6000 0.6000 T8 28 B41 Fiber Cable 40.00 - 60.00 0.6000 0.6000 T8 29 B41 Power Cable 40.00 - 60.00 0.6000 0.6000 T8 30 1.4" Hybrid Cable 40.00 - 60.00 0.6000 0.6000 T8 31 HCS 2.0 Hybrid 40.00 - 60.00 0.6000 0.6000 T9 1 (1-5/8) 20.00 - 40.00 0.6000 0.6000 T9 2 (1-5/8) 20.00 - 40.00 0.6000 0.6000
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
13 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Tower Section
Feed Line Record No.
Description Feed Line Segment Elev.
Ka No Ice
Ka Ice
T9 3 (1-5/8) 20.00 - 40.00 0.6000 0.6000 T9 4 Feedline Ladder (Af) 20.00 - 40.00 0.6000 0.6000 T9 5 Feedline Ladder (Af) 20.00 - 40.00 0.6000 0.6000 T9 6 Feedline Ladder (Af) 20.00 - 40.00 0.6000 0.6000 T9 7 Feedline Ladder (Af) 20.00 - 40.00 0.6000 0.6000 T9 9 Feedline Ladder (Af) 20.00 - 40.00 0.6000 0.6000 T9 10 (1-5/8) 20.00 - 40.00 0.6000 0.6000 T9 11 Feedline Ladder (Af) 20.00 - 40.00 0.6000 0.6000 T9 12 Fiber Cable 3/8" 20.00 - 40.00 0.6000 0.6000 T9 13 DC Cables 3/4" 20.00 - 40.00 0.6000 0.6000 T9 14 ret cable 20.00 - 40.00 0.6000 0.6000 T9 15 Power Cable 4 AWG (1.19"
Dia) 20.00 - 40.00 0.6000 0.6000
T9 16 Fiber Cable (0.28" Dia) 20.00 - 40.00 0.6000 0.6000 T9 18 High Capacity HCS Cable 20.00 - 40.00 0.6000 0.6000 T9 23 (1/2) 20.00 - 35.00 0.6000 0.6000 T9 24 LMR 400 Cable 20.00 - 40.00 0.6000 0.6000 T9 26 1.43" Hybrid Fiber Cable 20.00 - 40.00 0.6000 0.6000 T9 28 B41 Fiber Cable 20.00 - 40.00 0.6000 0.6000 T9 29 B41 Power Cable 20.00 - 40.00 0.6000 0.6000 T9 30 1.4" Hybrid Cable 20.00 - 40.00 0.6000 0.6000 T9 31 HCS 2.0 Hybrid 20.00 - 40.00 0.6000 0.6000
T10 1 (1-5/8) 10.00 - 20.00 0.6000 0.6000 T10 2 (1-5/8) 10.00 - 20.00 0.6000 0.6000 T10 3 (1-5/8) 10.00 - 20.00 0.6000 0.6000 T10 4 Feedline Ladder (Af) 10.00 - 20.00 0.6000 0.6000 T10 5 Feedline Ladder (Af) 10.00 - 20.00 0.6000 0.6000 T10 6 Feedline Ladder (Af) 10.00 - 20.00 0.6000 0.6000 T10 7 Feedline Ladder (Af) 10.00 - 20.00 0.6000 0.6000 T10 9 Feedline Ladder (Af) 10.00 - 20.00 0.6000 0.6000 T10 10 (1-5/8) 10.00 - 20.00 0.6000 0.6000 T10 11 Feedline Ladder (Af) 10.00 - 20.00 0.6000 0.6000 T10 12 Fiber Cable 3/8" 10.00 - 20.00 0.6000 0.6000 T10 13 DC Cables 3/4" 10.00 - 20.00 0.6000 0.6000 T10 14 ret cable 10.00 - 20.00 0.6000 0.6000 T10 15 Power Cable 4 AWG (1.19"
Dia) 10.00 - 20.00 0.6000 0.6000
T10 16 Fiber Cable (0.28" Dia) 10.00 - 20.00 0.6000 0.6000 T10 18 High Capacity HCS Cable 10.00 - 20.00 0.6000 0.6000 T10 23 (1/2) 10.00 - 20.00 0.6000 0.6000 T10 24 LMR 400 Cable 10.00 - 20.00 0.6000 0.6000 T10 26 1.43" Hybrid Fiber Cable 10.00 - 20.00 0.6000 0.6000 T10 28 B41 Fiber Cable 10.00 - 20.00 0.6000 0.6000 T10 29 B41 Power Cable 10.00 - 20.00 0.6000 0.6000 T10 30 1.4" Hybrid Cable 10.00 - 20.00 0.6000 0.6000 T10 31 HCS 2.0 Hybrid 10.00 - 20.00 0.6000 0.6000
Discrete Tower Loads
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
14 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Description Face or
Leg
Offset Type
Offsets: Horz
Lateral Vert
ft ft ft
Azimuth Adjustment
°
Placement
ft
CAAA Front
ft2
CAAA Side
ft2
Weight
lb
Generic Lightning Rod 4' copper
C From Leg 0.00 0.00 12.00
0.0000 200.00 No Ice 1/2'' Ice
0.50 1.00
0.50 1.00
0.00 0.00
10' x 2'' Mount Pipe C From Leg 0.00 0.00 5.00
0.0000 200.00 No Ice 1/2'' Ice
2.00 3.02
2.00 3.02
80.00 95.50
Flash Beacon Lighting B From Leg 0.00 0.00 0.00
0.0000 200.00 No Ice 1/2'' Ice
2.70 3.10
2.70 3.10
50.00 70.00
************************************************
******
Valmont VFA 12-HD (C Spire)
A From Leg 0.00 0.00 0.00
0.0000 195.00 No Ice 1/2'' Ice
13.07 18.54
9.57 13.58
630.79 800.53
Sector Mount [SM 602-1] B From Leg 0.00 0.00 0.00
0.0000 195.00 No Ice 1/2'' Ice
18.81 24.75
10.62 15.16
513.50 719.59
Valmont VFA 12-HD (C Spire)
C From Leg 0.00 0.00 0.00
0.0000 195.00 No Ice 1/2'' Ice
13.07 18.54
9.57 13.58
630.79 800.53
X7C-865-V-02 w/ mount bracket
(C Spire)
B From Leg 4.00 0.00 0.00
0.0000 195.00 No Ice 1/2'' Ice
11.86 12.47
7.66 8.25
58.20 125.83
X7C-865-V-02 w/ mount bracket
(C Spire)
A From Leg 4.00 0.00 0.00
0.0000 195.00 No Ice 1/2'' Ice
11.86 12.47
7.66 8.25
58.20 125.83
X7C-865-V-02 w/ mount bracket
(C Spire)
C From Leg 4.00 0.00 0.00
0.0000 195.00 No Ice 1/2'' Ice
11.86 12.47
7.66 8.25
58.20 125.83
HBXX-6517DS-A2M w/ mount pipe (C Spire)
A From Leg 4.00 0.00 0.00
0.0000 195.00 No Ice 1/2'' Ice
9.24 9.99
7.54 8.84
87.12 159.92
HBXX-6517DS-A2M w/ mount pipe (C Spire)
B From Leg 4.00 0.00 0.00
0.0000 195.00 No Ice 1/2'' Ice
9.24 9.99
7.54 8.84
87.12 159.92
HBXX-6517DS-A2M w/ mount pipe (C Spire)
C From Leg 4.00 0.00 0.00
0.0000 195.00 No Ice 1/2'' Ice
9.24 9.99
7.54 8.84
87.12 159.92
AHFIG RRH (C Spire)
A From Leg 4.00 0.00 0.00
0.0000 195.00 No Ice 1/2'' Ice
3.08 3.32
1.47 1.66
71.00 92.09
AHFIG RRH (C Spire)
B From Leg 4.00 0.00 0.00
0.0000 195.00 No Ice 1/2'' Ice
3.08 3.32
1.47 1.66
71.00 92.09
AHFIG RRH (C Spire)
C From Leg 4.00 0.00 0.00
0.0000 195.00 No Ice 1/2'' Ice
3.08 3.32
1.47 1.66
71.00 92.09
ALU-RRH2X40-07L-AT (C Spire)
A From Leg 4.00 0.00 0.00
0.0000 195.00 No Ice 1/2'' Ice
1.93 2.10
1.05 1.19
50.00 66.85
ALU-RRH2X40-07L-AT (C Spire)
B From Leg 4.00 0.00 0.00
0.0000 195.00 No Ice 1/2'' Ice
1.93 2.10
1.05 1.19
50.00 66.85
ALU-RRH2X40-07L-AT (C Spire)
C From Leg 4.00 0.00 0.00
0.0000 195.00 No Ice 1/2'' Ice
1.93 2.10
1.05 1.19
50.00 66.85
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
15 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Description Face or
Leg
Offset Type
Offsets: Horz
Lateral Vert
ft ft ft
Azimuth Adjustment
°
Placement
ft
CAAA Front
ft2
CAAA Side
ft2
Weight
lb
HHT465B-PF-2XR w. MP (C Spire)
A From Leg 4.00 0.00 0.00
0.0000 195.00 No Ice 1/2'' Ice
9.36 10.23
7.45 8.93
89.50 166.31
HHT465B-PF-2XR w. MP (C Spire)
B From Leg 4.00 0.00 0.00
0.0000 195.00 No Ice 1/2'' Ice
9.36 10.23
7.45 8.93
89.50 166.31
HHT465B-PF-2XR w. MP (C Spire)
C From Leg 4.00 0.00 0.00
0.0000 195.00 No Ice 1/2'' Ice
9.36 10.23
7.45 8.93
89.50 166.31
RRH FZHJ (C Spire)
A From Leg 4.00 0.00 0.00
0.0000 195.00 No Ice 1/2'' Ice
2.02 2.20
0.93 1.06
51.80 69.08
RRH FZHJ (C Spire)
B From Leg 4.00 0.00 0.00
0.0000 195.00 No Ice 1/2'' Ice
2.02 2.20
0.93 1.06
51.80 69.08
RRH FZHJ (C Spire)
C From Leg 4.00 0.00 0.00
0.0000 195.00 No Ice 1/2'' Ice
2.02 2.20
0.93 1.06
51.80 69.08
OVP Box (C Spire)
A From Leg 4.00 0.00 0.00
0.0000 195.00 No Ice 1/2'' Ice
0.58 0.68
0.42 0.50
7.50 13.66
OVP Box (C Spire)
B From Leg 4.00 0.00 0.00
0.0000 195.00 No Ice 1/2'' Ice
0.58 0.68
0.42 0.50
7.50 13.66
OVP Box (C Spire)
C From Leg 4.00 0.00 0.00
0.0000 195.00 No Ice 1/2'' Ice
0.58 0.68
0.42 0.50
7.50 13.66
DS-Raycap TTnTB FnP Box n SSMods v3
(C Spire)
B From Leg 1.00 0.00 0.00
0.0000 195.00 No Ice 1/2'' Ice
2.53 2.73
0.90 1.04
18.00 35.49
DS-Raycap TTnTB FnP Box n SSMods v3
(C Spire)
B From Leg 1.00 0.00 0.00
0.0000 195.00 No Ice 1/2'' Ice
2.53 2.73
0.90 1.04
18.00 35.49
************************************************
******
************************************************
******
Sector Mount [SM 301-3] (Empty)
C None 0.0000 189.00 No Ice 1/2'' Ice
29.61 39.80
29.61 39.80
1302.00 1842.74
************************************************
******
Sector Mount [SM 601-3] (Verizon)
C None 0.0000 161.00 No Ice 1/2'' Ice
30.27 41.24
30.27 41.24
1422.90 1989.55
(2) NHH-65C-R2B Antenna w. Mount pipe
(Verizon)
A From Leg 4.00 0.00 0.00
0.0000 161.00 No Ice 1/2'' Ice
11.39 12.01
9.56 10.97
80.80 167.51
(2) NHH-65C-R2B Antenna w. Mount pipe
(Verizon)
B From Leg 4.00 0.00 0.00
0.0000 161.00 No Ice 1/2'' Ice
11.39 12.01
9.56 10.97
80.80 167.51
(2) NHH-65C-R2B Antenna w. Mount pipe
(Verizon)
C From Leg 4.00 0.00 0.00
0.0000 161.00 No Ice 1/2'' Ice
11.39 12.01
9.56 10.97
80.80 167.51
LNX-6515DS-VTM w. mount pipe
A From Leg 4.00 0.00
0.0000 161.00 No Ice 1/2'' Ice
11.45 12.06
9.60 11.02
79.00 162.74
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
16 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Description Face or
Leg
Offset Type
Offsets: Horz
Lateral Vert
ft ft ft
Azimuth Adjustment
°
Placement
ft
CAAA Front
ft2
CAAA Side
ft2
Weight
lb
(Verizon) 0.00 LNX-6515DS-VTM w.
mount pipe (Verizon)
B From Leg 4.00 0.00 0.00
0.0000 161.00 No Ice 1/2'' Ice
11.45 12.06
9.60 11.02
79.00 162.74
LNX-6515DS-VTM w. mount pipe (Verizon)
C From Leg 4.00 0.00 0.00
0.0000 161.00 No Ice 1/2'' Ice
11.45 12.06
9.60 11.02
79.00 162.74
B66A-RRH4x45 (Verizon)
A From Leg 4.00 0.00 0.00
0.0000 161.00 No Ice 1/2'' Ice
2.58 2.79
1.63 1.81
58.00 78.47
B66A-RRH4x45 (Verizon)
B From Leg 4.00 0.00 0.00
0.0000 161.00 No Ice 1/2'' Ice
2.58 2.79
1.63 1.81
58.00 78.47
B66A-RRH4x45 (Verizon)
C From Leg 4.00 0.00 0.00
0.0000 161.00 No Ice 1/2'' Ice
2.58 2.79
1.63 1.81
58.00 78.47
B13RRH 4x30 (Verizon)
A From Leg 4.00 0.00 0.00
0.0000 161.00 No Ice 1/2'' Ice
2.16 2.35
1.62 1.79
58.00 77.61
B13RRH 4x30 (Verizon)
B From Leg 4.00 0.00 0.00
0.0000 161.00 No Ice 1/2'' Ice
2.16 2.35
1.62 1.79
58.00 77.61
B13RRH 4x30 (Verizon)
C From Leg 4.00 0.00 0.00
0.0000 161.00 No Ice 1/2'' Ice
2.16 2.35
1.62 1.79
58.00 77.61
Raycap OVP Distribution Box
(Verizon)
A From Leg 1.00 0.00 0.00
0.0000 161.00 No Ice 1/2'' Ice
3.79 4.04
2.51 2.72
32.00 63.47
************************************************
******
Sector Mount [SM 601-3] (AT&T)
C None 0.0000 153.00 No Ice 1/2'' Ice
30.27 41.24
30.27 41.24
1422.90 1989.55
800 10121 w/ mount pipe (AT&T)
A From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
5.69 6.18
4.60 5.35
70.00 110.00
800 10121 w/ mount pipe (AT&T)
B From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
5.69 6.18
4.60 5.35
70.00 110.00
800 10121 w/ mount pipe (AT&T)
C From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
5.69 6.18
4.60 5.35
70.00 110.00
HPA-65R-BUU-H8 w. mount pipe
(AT&T)
A From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
13.77 14.60
10.95 12.62
143.80 255.21
HPA-65R-BUU-H8 w. mount pipe
(AT&T)
B From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
13.77 14.60
10.95 12.62
143.80 255.21
HPA-65R-BUU-H8 w. mount pipe
(AT&T)
C From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
13.77 14.60
10.95 12.62
143.80 255.21
TT19-08BP111-001 (AT&T)
A From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
0.55 0.65
0.45 0.53
16.00 21.80
TT19-08BP111-001 (AT&T)
B From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
0.55 0.65
0.45 0.53
16.00 21.80
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
17 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Description Face or
Leg
Offset Type
Offsets: Horz
Lateral Vert
ft ft ft
Azimuth Adjustment
°
Placement
ft
CAAA Front
ft2
CAAA Side
ft2
Weight
lb
TT19-08BP111-001 (AT&T)
C From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
0.55 0.65
0.45 0.53
16.00 21.80
RRUS-11 Remote Radio Head
(AT&T)
A From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
3.79 4.04
1.46 1.63
55.00 80.77
RRUS-11 Remote Radio Head
(AT&T)
B From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
3.79 4.04
1.46 1.63
55.00 80.77
RRUS-11 Remote Radio Head
(AT&T)
C From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
3.79 4.04
1.46 1.63
55.00 80.77
RRUS-12-RRU (AT&T)
A From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
3.08 3.30
1.26 1.41
49.00 71.87
RRUS-12-RRU (AT&T)
B From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
3.08 3.30
1.26 1.41
49.00 71.87
RRUS-12-RRU (AT&T)
C From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
3.08 3.30
1.26 1.41
49.00 71.87
Ericsson A2 Module (AT&T)
A From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
1.87 2.05
0.42 0.53
21.20 31.53
Ericsson A2 Module (AT&T)
B From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
1.87 2.05
0.42 0.53
21.20 31.53
Ericsson A2 Module (AT&T)
C From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
1.87 2.05
0.42 0.53
21.20 31.53
DC6-48-60-18-8F (AT&T)
A From Leg 0.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
2.20 2.40
2.20 2.40
18.90 41.46
(4) 860 10025 (AT&T)
A From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
0.09 0.13
0.10 0.15
1.16 2.39
(4) 860 10025 (AT&T)
B From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
0.09 0.13
0.10 0.15
1.16 2.39
(4) 860 10025 (AT&T)
C From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
0.09 0.13
0.10 0.15
1.16 2.39
RRUS 32 (AT&T)
A From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
3.79 4.04
1.46 1.63
55.00 80.77
RRUS 32 (AT&T)
B From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
3.79 4.04
1.46 1.63
55.00 80.77
RRUS 32 (AT&T)
C From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
3.79 4.04
1.46 1.63
55.00 80.77
TPA-65R-LCUUUU-H8-K w. Mount Pipe
(AT&T)
A From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
13.77 14.58
11.20 12.82
111.50 217.27
TPA-65R-LCUUUU-H8-K w. Mount Pipe
(AT&T)
B From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
13.77 14.58
11.20 12.82
111.50 217.27
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
18 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Description Face or
Leg
Offset Type
Offsets: Horz
Lateral Vert
ft ft ft
Azimuth Adjustment
°
Placement
ft
CAAA Front
ft2
CAAA Side
ft2
Weight
lb
TPA-65R-LCUUUU-H8-K w. Mount Pipe
(AT&T)
C From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
13.77 14.58
11.20 12.82
111.50 217.27
RRUS 32 B66 (AT&T)
A From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
2.74 2.96
1.67 1.86
53.00 74.11
RRUS 32 B66 (AT&T)
B From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
2.74 2.96
1.67 1.86
53.00 74.11
RRUS 32 B66 (AT&T)
C From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
2.74 2.96
1.67 1.86
53.00 74.11
RRUS 12 (AT&T)
A From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
1.57 1.74
0.75 0.88
22.05 33.69
RRUS 12 (AT&T)
B From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
1.57 1.74
0.75 0.88
22.05 33.69
RRUS 12 (AT&T)
C From Leg 4.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
1.57 1.74
0.75 0.88
22.05 33.69
DC6-48-60-18-8F (AT&T)
A From Leg 0.00 0.00 0.00
0.0000 153.00 No Ice 1/2'' Ice
2.20 2.40
2.20 2.40
18.90 41.46
************************************************
******
Sector Mount [SM 506-3] (Sprint)
C None 0.0000 135.00 No Ice 1/2'' Ice
35.47 50.60
35.47 50.60
1742.40 2347.80
RFS APXVERR18-C w. mount pipe
(Sprint)
A From Leg 4.00 0.00 0.00
0.0000 135.00 No Ice 1/2'' Ice
9.17 10.04
8.16 9.64
107.90 188.43
RFS APXVERR18-C w. mount pipe
(Sprint)
B From Leg 4.00 0.00 0.00
0.0000 135.00 No Ice 1/2'' Ice
9.17 10.04
8.16 9.64
107.90 188.43
RFS APXVERR18-C w. mount pipe
(Sprint)
C From Leg 4.00 0.00 0.00
0.0000 135.00 No Ice 1/2'' Ice
9.17 10.04
8.16 9.64
107.90 188.43
(3) Ericsson RRUS-11@ 1900 MHz
(Sprint)
A From Leg 4.00 0.00 0.00
0.0000 135.00 No Ice 1/2'' Ice
2.94 3.17
1.25 1.41
44.00 63.32
(3) Ericsson RRUS-11@ 1900 MHz
(Sprint)
B From Leg 4.00 0.00 0.00
0.0000 135.00 No Ice 1/2'' Ice
2.94 3.17
1.25 1.41
44.00 63.32
(3) Ericsson RRUS-11@ 1900 MHz
(Sprint)
C From Leg 4.00 0.00 0.00
0.0000 135.00 No Ice 1/2'' Ice
2.94 3.17
1.25 1.41
44.00 63.32
Ericsson RRUS-11@ 800 MHz
(Sprint)
A From Leg 4.00 0.00 0.00
0.0000 135.00 No Ice 1/2'' Ice
2.94 3.17
1.59 1.77
54.00 75.64
Ericsson RRUS-11@ 800 MHz
(Sprint)
B From Leg 4.00 0.00 0.00
0.0000 135.00 No Ice 1/2'' Ice
2.94 3.17
1.59 1.77
54.00 75.64
Ericsson RRUS-11@ 800 MHz
(Sprint)
C From Leg 4.00 0.00 0.00
0.0000 135.00 No Ice 1/2'' Ice
2.94 3.17
1.59 1.77
54.00 75.64
(3) RFS ACU-A20-N Ret A From Leg 4.00 0.0000 135.00 No Ice 0.07 0.12 1.04
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
19 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Description Face or
Leg
Offset Type
Offsets: Horz
Lateral Vert
ft ft ft
Azimuth Adjustment
°
Placement
ft
CAAA Front
ft2
CAAA Side
ft2
Weight
lb
(Sprint) 0.00 0.00
1/2'' Ice 0.10 0.16 2.32
(3) RFS ACU-A20-N Ret (Sprint)
B From Leg 4.00 0.00 0.00
0.0000 135.00 No Ice 1/2'' Ice
0.07 0.10
0.12 0.16
1.04 2.32
(3) RFS ACU-A20-N Ret (Sprint)
C From Leg 4.00 0.00 0.00
0.0000 135.00 No Ice 1/2'' Ice
0.07 0.10
0.12 0.16
1.04 2.32
TTTT65AP-1XR w. mount pipe
(Sprint)
A From Leg 4.00 0.00 0.00
0.0000 135.00 No Ice 1/2'' Ice
7.15 7.62
4.71 5.60
54.90 109.25
TTTT65AP-1XR w. mount pipe
(Sprint)
B From Leg 4.00 0.00 0.00
0.0000 135.00 No Ice 1/2'' Ice
7.15 7.62
4.71 5.60
54.90 109.25
TTTT65AP-1XR w. mount pipe
(Sprint)
C From Leg 4.00 0.00 0.00
0.0000 135.00 No Ice 1/2'' Ice
7.15 7.62
4.71 5.60
54.90 109.25
RRUS-11 800MHz (Sprint)
A From Leg 4.00 0.00 0.00
0.0000 135.00 No Ice 1/2'' Ice
2.52 2.72
1.30 1.45
54.00 75.64
RRUS-11 800MHz (Sprint)
A From Leg 4.00 0.00 0.00
0.0000 135.00 No Ice 1/2'' Ice
2.52 2.72
1.30 1.45
54.00 75.64
RRUS-11 800MHz (Sprint)
A From Leg 4.00 0.00 0.00
0.0000 135.00 No Ice 1/2'' Ice
2.52 2.72
1.30 1.45
54.00 75.64
RRUS 31 (Sprint)
A From Leg 4.00 0.00 0.00
0.0000 135.00 No Ice 1/2'' Ice
1.62 1.78
1.28 1.43
56.10 72.19
RRUS 31 (Sprint)
A From Leg 4.00 0.00 0.00
0.0000 135.00 No Ice 1/2'' Ice
1.62 1.78
1.28 1.43
56.10 72.19
RRUS 31 (Sprint)
A From Leg 4.00 0.00 0.00
0.0000 135.00 No Ice 1/2'' Ice
1.62 1.78
1.28 1.43
56.10 72.19
RRUS 82 (Sprint)
A From Leg 4.00 0.00 0.00
0.0000 135.00 No Ice 1/2'' Ice
2.16 2.34
0.94 1.08
58.90 74.89
RRUS 82 (Sprint)
A From Leg 4.00 0.00 0.00
0.0000 135.00 No Ice 1/2'' Ice
2.16 2.34
0.94 1.08
58.90 74.89
RRUS 82 (Sprint)
A From Leg 4.00 0.00 0.00
0.0000 135.00 No Ice 1/2'' Ice
2.16 2.34
0.94 1.08
58.90 74.89
************************************************
******
Sector Mount [SM 401-3] (T-Mobile)
C None 0.0000 125.00 No Ice 1/2'' Ice
17.87 25.31
17.87 25.31
804.48 1164.57
FFHH-65C-R3 w. Mount Pipe
(T-Mobile)
A From Leg 4.00 0.00 0.00
0.0000 125.00 No Ice 1/2'' Ice
21.59 22.45
11.73 13.36
164.10 309.49
FFHH-65C-R3 w. Mount Pipe
(T-Mobile)
B From Leg 4.00 0.00 0.00
0.0000 125.00 No Ice 1/2'' Ice
21.59 22.45
11.73 13.36
164.10 309.49
FFHH-65C-R3 w. Mount Pipe
C From Leg 4.00 0.00
0.0000 125.00 No Ice 1/2'' Ice
21.59 22.45
11.73 13.36
164.10 309.49
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
20 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Description Face or
Leg
Offset Type
Offsets: Horz
Lateral Vert
ft ft ft
Azimuth Adjustment
°
Placement
ft
CAAA Front
ft2
CAAA Side
ft2
Weight
lb
(T-Mobile) 0.00 ATM1900D-1A20 TMA
(T-Mobile) A From Leg 4.00
0.00 0.00
0.0000 125.00 No Ice 1/2'' Ice
0.73 0.84
0.25 0.32
8.40 13.69
ATM1900D-1A20 TMA (T-Mobile)
B From Leg 4.00 0.00 0.00
0.0000 125.00 No Ice 1/2'' Ice
0.73 0.84
0.25 0.32
8.40 13.69
ATM1900D-1A20 TMA (T-Mobile)
C From Leg 4.00 0.00 0.00
0.0000 125.00 No Ice 1/2'' Ice
0.73 0.84
0.25 0.32
8.40 13.69
RNSNDC-7771-PF-48 Fiber Box
(T-Mobile)
A From Leg 4.00 0.00 0.00
0.0000 125.00 No Ice 1/2'' Ice
2.73 2.94
1.03 1.17
15.00 33.91
RNSNDC-7771-PF-48 Fiber Box
(T-Mobile)
B From Leg 4.00 0.00 0.00
0.0000 125.00 No Ice 1/2'' Ice
2.73 2.94
1.03 1.17
15.00 33.91
RNSNDC-7771-PF-48 Fiber Box
(T-Mobile)
C From Leg 4.00 0.00 0.00
0.0000 125.00 No Ice 1/2'' Ice
2.73 2.94
1.03 1.17
15.00 33.91
AEHC Antenna w mp (T-Mobile)
A From Leg 4.00 0.00 0.00
0.0000 125.00 No Ice 1/2'' Ice
8.45 9.48
4.53 5.80
144.50 210.93
AEHC Antenna w mp (T-Mobile)
B From Leg 4.00 0.00 0.00
0.0000 125.00 No Ice 1/2'' Ice
8.45 9.48
4.53 5.80
144.50 210.93
AEHC Antenna w mp (T-Mobile)
C From Leg 4.00 0.00 0.00
0.0000 125.00 No Ice 1/2'' Ice
8.45 9.48
4.53 5.80
144.50 210.93
AHFIG RRH (T-Mobile)
A From Leg 4.00 0.00 0.00
0.0000 125.00 No Ice 1/2'' Ice
3.08 3.32
1.47 1.66
71.00 92.09
AHFIG RRH (T-Mobile)
B From Leg 4.00 0.00 0.00
0.0000 125.00 No Ice 1/2'' Ice
3.08 3.32
1.47 1.66
71.00 92.09
AHFIG RRH (T-Mobile)
C From Leg 4.00 0.00 0.00
0.0000 125.00 No Ice 1/2'' Ice
3.08 3.32
1.47 1.66
71.00 92.09
*********************************************
Side Lighting A From Leg 1.00 0.00 0.00
0.0000 108.00 No Ice 1/2'' Ice
0.13 0.19
0.13 0.19
5.00 7.00
Side Lighting B From Leg 1.00 0.00 0.00
0.0000 108.00 No Ice 1/2'' Ice
0.13 0.19
0.13 0.19
5.00 7.00
Side Lighting C From Leg 1.00 0.00 0.00
0.0000 108.00 No Ice 1/2'' Ice
0.13 0.19
0.13 0.19
5.00 7.00
************************************************
**
Mi.Hub XR Base Unit (City of Jackson)
B From Leg 0.50 0.00 0.00
0.0000 100.00 No Ice 1/2'' Ice
1.09 1.23
0.55 0.65
25.00 34.11
800/900 MHz Dbi ominDIRECTIONAL
(City of Jackson)
B From Leg 1.00 0.00 0.00
0.0000 100.00 No Ice 1/2'' Ice
0.15 0.29
0.15 0.29
6.00 7.61
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
21 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Description Face or
Leg
Offset Type
Offsets: Horz
Lateral Vert
ft ft ft
Azimuth Adjustment
°
Placement
ft
CAAA Front
ft2
CAAA Side
ft2
Weight
lb
GPS A From Leg 1.00 0.00 0.00
0.0000 35.00 No Ice 1/2'' Ice
0.13 0.19
0.13 0.19
5.00 7.00
Load Combinations Comb.
No. Description
1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg - No Ice 3 0.9 Dead+1.6 Wind 0 deg - No Ice 4 1.2 Dead+1.6 Wind 30 deg - No Ice 5 0.9 Dead+1.6 Wind 30 deg - No Ice 6 1.2 Dead+1.6 Wind 60 deg - No Ice 7 0.9 Dead+1.6 Wind 60 deg - No Ice 8 1.2 Dead+1.6 Wind 90 deg - No Ice 9 0.9 Dead+1.6 Wind 90 deg - No Ice 10 1.2 Dead+1.6 Wind 120 deg - No Ice 11 0.9 Dead+1.6 Wind 120 deg - No Ice 12 1.2 Dead+1.6 Wind 150 deg - No Ice 13 0.9 Dead+1.6 Wind 150 deg - No Ice 14 1.2 Dead+1.6 Wind 180 deg - No Ice 15 0.9 Dead+1.6 Wind 180 deg - No Ice 16 1.2 Dead+1.6 Wind 210 deg - No Ice 17 0.9 Dead+1.6 Wind 210 deg - No Ice 18 1.2 Dead+1.6 Wind 240 deg - No Ice 19 0.9 Dead+1.6 Wind 240 deg - No Ice 20 1.2 Dead+1.6 Wind 270 deg - No Ice 21 0.9 Dead+1.6 Wind 270 deg - No Ice 22 1.2 Dead+1.6 Wind 300 deg - No Ice 23 0.9 Dead+1.6 Wind 300 deg - No Ice 24 1.2 Dead+1.6 Wind 330 deg - No Ice 25 0.9 Dead+1.6 Wind 330 deg - No Ice 26 1.2 Dead+1.0 Ice 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice 39 Dead+Wind 0 deg - Service 40 Dead+Wind 30 deg - Service 41 Dead+Wind 60 deg - Service 42 Dead+Wind 90 deg - Service 43 Dead+Wind 120 deg - Service
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
22 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Comb. No.
Description
44 Dead+Wind 150 deg - Service 45 Dead+Wind 180 deg - Service 46 Dead+Wind 210 deg - Service 47 Dead+Wind 240 deg - Service 48 Dead+Wind 270 deg - Service 49 Dead+Wind 300 deg - Service 50 Dead+Wind 330 deg - Service
Maximum Member Forces Section
No. Elevation
ft Component
Type Condition Gov.
Load Comb.
Axial
lb
Major Axis Moment
kip-ft
Minor Axis Moment
kip-ft T1 200 - 180 Leg Max Tension 23 14732.41 -0.00 -0.00
Max. Compression 10 -18748.71 0.11 0.00 Max. Mx 22 1373.01 0.80 -0.00 Max. My 24 -1546.71 -0.00 -0.81 Max. Vy 10 1261.42 0.46 0.00 Max. Vx 8 1195.15 -0.01 0.38 Diagonal Max Tension 24 3215.65 0.00 0.00 Max. Compression 12 -3281.99 0.00 0.00 Max. Mx 38 115.92 0.02 0.00 Max. My 20 -1780.10 0.00 0.00 Max. Vy 27 -19.44 0.02 -0.00 Max. Vx 20 -0.67 0.00 0.00 Top Girt Max Tension 23 417.26 0.00 0.00 Max. Compression 10 -428.34 0.00 0.00 Max. Mx 26 -18.54 -0.04 0.00 Max. My 38 -19.36 0.00 0.00 Max. Vy 26 -26.41 0.00 0.00 Max. Vx 38 -0.02 0.00 0.00 Bottom Girt Max Tension 23 27.80 0.00 0.00 Max. Compression 10 -42.20 0.00 0.00 Max. Mx 26 -7.92 -0.04 0.00 Max. My 38 -7.87 0.00 0.00 Max. Vy 26 -26.58 0.00 0.00 Max. Vx 38 -0.02 0.00 0.00
T2 180 - 160 Leg Max Tension 23 36656.82 -0.32 -0.01 Max. Compression 10 -43565.74 0.68 0.00 Max. Mx 14 33081.95 -0.71 -0.02 Max. My 20 -4545.03 -0.02 -0.73 Max. Vy 14 1359.09 -0.71 -0.02 Max. Vx 8 -1346.42 -0.02 0.73 Diagonal Max Tension 12 3180.48 0.00 0.00 Max. Compression 12 -3198.15 0.00 0.00 Max. Mx 27 270.47 0.03 0.00 Max. My 16 -2789.85 -0.00 -0.00 Max. Vy 37 23.83 0.02 0.00 Max. Vx 35 1.32 0.00 0.00
T3 160 - 140 Leg Max Tension 23 68315.80 -0.21 0.04 Max. Compression 10 -80934.64 0.50 0.01 Max. Mx 14 40300.95 -0.71 -0.02 Max. My 20 -4702.90 -0.02 -0.73 Max. Vy 6 -1762.70 -0.28 -0.00 Max. Vx 20 -1704.19 -0.01 -0.17 Diagonal Max Tension 4 7079.89 0.00 0.00 Max. Compression 4 -7154.15 0.00 0.00 Max. Mx 35 564.97 0.05 -0.01 Max. My 14 -6111.36 0.01 -0.01
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
23 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Section No.
Elevation ft
Component Type
Condition Gov. Load
Comb.
Axial
lb
Major Axis Moment
kip-ft
Minor Axis Moment
kip-ft Max. Vy 37 39.00 0.05 -0.01 Max. Vx 27 -2.22 0.00 0.00
T4 140 - 120 Leg Max Tension 23 108341.08 -0.54 0.04 Max. Compression 10 -127623.66 0.88 -0.01 Max. Mx 14 75077.61 1.06 0.00 Max. My 8 -7804.31 -0.04 -1.11 Max. Vy 14 1174.90 -0.87 0.00 Max. Vx 8 -1134.71 -0.04 0.76 Diagonal Max Tension 16 9536.35 0.00 0.00 Max. Compression 16 -9696.79 0.00 0.00 Max. Mx 10 8197.14 0.09 0.00 Max. My 6 -7478.24 0.01 0.01 Max. Vy 37 54.31 0.08 0.01 Max. Vx 27 -2.98 0.00 0.00
T5 120 - 100 Leg Max Tension 23 152030.65 -0.48 0.01 Max. Compression 2 -177474.21 0.80 -0.02 Max. Mx 22 120878.94 -0.88 0.01 Max. My 12 -9836.20 -0.01 -0.78 Max. Vy 3 150.68 0.88 -0.00 Max. Vx 4 169.37 0.00 -0.77 Diagonal Max Tension 12 10264.60 0.00 0.00 Max. Compression 12 -10395.71 0.00 0.00 Max. Mx 35 971.59 0.11 -0.01 Max. My 32 -374.32 0.11 -0.01 Max. Vy 37 68.62 0.11 -0.01 Max. Vx 32 -3.56 0.00 0.00
T6 100 - 80 Leg Max Tension 15 190201.89 -1.00 0.05 Max. Compression 2 -221597.68 0.00 -0.03 Max. Mx 22 166215.27 -1.03 0.02 Max. My 16 -14071.38 -0.05 1.16 Max. Vy 3 216.48 1.00 -0.05 Max. Vx 16 -213.28 -0.06 1.13 Diagonal Max Tension 12 11746.05 0.00 0.00 Max. Compression 12 -12011.41 0.00 0.00 Max. Mx 35 1063.25 0.18 0.02 Max. My 31 98.25 0.17 -0.02 Max. Vy 33 89.31 0.18 0.02 Max. Vx 31 -4.80 0.00 0.00
T7 80 - 60 Leg Max Tension 15 229202.82 1.77 0.02 Max. Compression 2 -266873.64 -0.68 -0.03 Max. Mx 2 -266771.76 3.81 0.00 Max. My 24 -15429.24 -0.36 2.18 Max. Vy 2 -1363.45 3.81 0.00 Max. Vx 16 608.61 -0.36 2.12 Diagonal Max Tension 9 11902.90 0.18 0.00 Max. Compression 8 -12462.58 0.00 0.00 Max. Mx 2 10223.68 0.25 -0.03 Max. My 18 -11818.99 -0.00 0.03 Max. Vy 33 112.15 0.24 0.03 Max. Vx 35 5.77 0.00 0.00 Secondary
Horizontal Max Tension 2 4629.03 0.00 0.00
Max. Compression 2 -4629.03 0.10 -0.00 Max. Mx 27 385.43 0.20 0.03 Max. My 12 -1212.12 0.10 0.04 Max. Vy 27 -109.49 0.20 0.03 Max. Vx 34 -6.75 0.00 0.00
T8 60 - 40 Leg Max Tension 15 268812.86 -2.34 0.04 Max. Compression 2 -313042.71 -0.12 -0.04 Max. Mx 3 -307580.19 2.44 -0.04 Max. My 16 -19678.04 -0.06 2.22
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
24 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Section No.
Elevation ft
Component Type
Condition Gov. Load
Comb.
Axial
lb
Major Axis Moment
kip-ft
Minor Axis Moment
kip-ft Max. Vy 2 -441.87 2.43 -0.04 Max. Vx 17 -242.47 -0.04 2.21 Diagonal Max Tension 8 13239.71 0.00 0.00 Max. Compression 8 -13661.71 0.00 0.00 Max. Mx 31 1199.31 0.28 0.04 Max. My 35 -369.27 0.28 0.04 Max. Vy 33 122.10 0.28 0.04 Max. Vx 35 6.24 0.00 0.00
T9 40 - 20 Leg Max Tension 15 306267.36 2.87 0.03 Max. Compression 2 -358112.50 0.25 -0.03 Max. Mx 2 -335223.37 6.50 0.01 Max. My 12 -21337.14 -0.67 -3.73 Max. Vy 2 -2229.39 6.28 0.01 Max. Vx 16 -879.33 -0.68 3.65 Diagonal Max Tension 21 14040.13 0.24 -0.01 Max. Compression 2 -15410.63 0.00 0.00 Max. Mx 33 420.47 0.36 -0.04 Max. My 34 -1821.02 0.34 0.04 Max. Vy 33 144.00 0.36 -0.04 Max. Vx 34 6.79 0.00 0.00 Secondary
Horizontal Max Tension 2 6210.43 0.00 0.00
Max. Compression 2 -6210.43 0.19 0.01 Max. Mx 35 -509.62 0.32 0.05 Max. My 32 267.80 0.32 0.05 Max. Vy 35 -141.27 0.32 0.05 Max. Vx 34 -7.64 0.00 0.00
T10 20 - 0 Leg Max Tension 15 343220.97 -1.95 0.02 Max. Compression 2 -403311.49 0.00 -0.00 Max. Mx 14 320385.79 -1.99 0.02 Max. My 12 -24568.64 -0.18 -3.32 Max. Vy 14 -310.18 -1.99 0.02 Max. Vx 16 449.16 -0.17 3.27 Diagonal Max Tension 20 14506.86 0.00 0.00 Max. Compression 2 -15418.12 0.00 0.00 Max. Mx 32 499.34 0.49 -0.06 Max. My 35 284.87 0.48 0.06 Max. Vy 32 178.86 0.49 -0.06 Max. Vx 35 8.95 0.00 0.00
Maximum Reactions
Location Condition Gov. Load
Comb.
Vertical lb
Horizontal, X lb
Horizontal, Z lb
Leg C Max. Vert 18 402699.25 40085.86 -22573.83 Max. Hx 18 402699.25 40085.86 -22573.83 Max. Hz 7 -339452.10 -34655.13 19433.10 Min. Vert 7 -339452.10 -34655.13 19433.10 Min. Hx 7 -339452.10 -34655.13 19433.10 Min. Hz 18 402699.25 40085.86 -22573.83
Leg B Max. Vert 10 406897.78 -40035.45 -22854.27 Max. Hx 23 -343419.93 34598.67 19717.82 Max. Hz 25 -306101.08 29805.82 19813.94 Min. Vert 23 -343419.93 34598.67 19717.82 Min. Hx 10 406897.78 -40035.45 -22854.27 Min. Hz 10 406897.78 -40035.45 -22854.27
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
25 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Location Condition Gov. Load
Comb.
Vertical lb
Horizontal, X lb
Horizontal, Z lb
Leg A Max. Vert 2 414356.23 250.07 47469.49 Max. Hx 21 20154.14 5056.33 1712.05 Max. Hz 2 414356.23 250.07 47469.49 Min. Vert 15 -351962.82 -256.65 -41230.24 Min. Hx 9 18014.10 -5053.74 1549.72 Min. Hz 15 -351962.82 -256.65 -41230.24
Tower Mast Reaction Summary
Load Combination
Vertical
lb
Shearx
lb
Shearz
lb
Overturning Moment, Mx
kip-ft
Overturning Moment, Mz
kip-ft
Torque
kip-ft Dead Only 64541.89 -0.00 -0.00 6.73 -1.35 0.00 1.2 Dead+1.6 Wind 0 deg - No Ice
77450.22 -120.59 -76444.18 -8412.13 21.63 10.95
0.9 Dead+1.6 Wind 0 deg - No Ice
58087.70 -122.10 -76444.12 -8403.37 21.97 10.96
1.2 Dead+1.6 Wind 30 deg - No Ice
77450.27 35955.23 -62525.43 -6907.08 -3974.01 38.72
0.9 Dead+1.6 Wind 30 deg - No Ice
58087.70 35955.22 -62525.43 -6900.23 -3968.53 38.72
1.2 Dead+1.6 Wind 60 deg - No Ice
77450.27 60238.62 -34781.64 -3877.22 -6742.70 21.68
0.9 Dead+1.6 Wind 60 deg - No Ice
58087.70 60238.62 -34781.64 -3874.22 -6733.58 21.68
1.2 Dead+1.6 Wind 90 deg - No Ice
77450.27 70942.73 122.10 31.26 -7954.39 2.93
0.9 Dead+1.6 Wind 90 deg - No Ice
58087.70 70942.73 122.10 29.20 -7943.69 2.94
1.2 Dead+1.6 Wind 120 deg - No Ice
77448.51 63982.28 37084.13 4145.83 -7133.45 9.95
0.9 Dead+1.6 Wind 120 deg - No Ice
58087.70 63982.18 37083.98 4138.46 -7123.83 9.95
1.2 Dead+1.6 Wind 150 deg - No Ice
77450.27 36234.28 62764.57 7062.02 -4080.77 16.02
0.9 Dead+1.6 Wind 150 deg - No Ice
58087.70 36234.28 62764.57 7050.87 -4075.07 16.00
1.2 Dead+1.6 Wind 180 deg - No Ice
77450.27 122.10 72088.36 8051.81 -24.80 -10.95
0.9 Dead+1.6 Wind 180 deg - No Ice
58087.70 122.10 72088.36 8039.43 -24.37 -10.96
1.2 Dead+1.6 Wind 210 deg - No Ice
77450.27 -35955.22 62525.44 6923.31 3970.68 -38.72
0.9 Dead+1.6 Wind 210 deg - No Ice
58087.70 -35955.22 62525.44 6912.42 3965.98 -38.72
1.2 Dead+1.6 Wind 240 deg - No Ice
77450.27 -64010.83 36959.53 4081.66 7065.52 -21.68
0.9 Dead+1.6 Wind 240 deg - No Ice
58087.70 -64010.82 36959.52 4074.41 7056.83 -21.69
1.2 Dead+1.6 Wind 270 deg - No Ice
77450.27 -70942.73 -122.11 -15.16 7951.22 -2.93
0.9 Dead+1.6 Wind 270 deg - No Ice
58087.70 -70942.73 -122.11 -17.14 7941.29 -2.94
1.2 Dead+1.6 Wind 300 deg - No Ice
77450.27 -60209.98 -34906.10 -3941.41 6804.27 -9.95
0.9 Dead+1.6 Wind 300 deg - No Ice
58087.70 -60209.98 -34906.10 -3938.28 6795.79 -9.94
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
26 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Load Combination
Vertical
lb
Shearx
lb
Shearz
lb
Overturning Moment, Mx
kip-ft
Overturning Moment, Mz
kip-ft
Torque
kip-ft 1.2 Dead+1.6 Wind 330 deg - No Ice
77450.27 -36234.29 -62764.57 -7045.81 4077.71 -16.01
0.9 Dead+1.6 Wind 330 deg - No Ice
58087.70 -36234.29 -62764.57 -7038.69 4072.80 -16.00
1.2 Dead+1.0 Ice 149746.18 -0.00 -0.00 32.34 -10.87 0.00 1.2 Dead+1.0 Wind 0 deg+1.0 Ice
149746.18 -7.88 -7102.92 -762.14 -9.31 0.83
1.2 Dead+1.0 Wind 30 deg+1.0 Ice
149746.18 3451.35 -5994.82 -638.55 -396.83 2.65
1.2 Dead+1.0 Wind 60 deg+1.0 Ice
149746.18 5879.36 -3395.11 -348.72 -671.74 1.69
1.2 Dead+1.0 Wind 90 deg+1.0 Ice
149746.18 6785.29 7.88 34.05 -777.90 0.06
1.2 Dead+1.0 Wind 120 deg+1.0 Ice
149746.18 6032.72 3492.76 427.32 -692.27 0.47
1.2 Dead+1.0 Wind 150 deg+1.0 Ice
149746.18 3426.18 5935.47 706.05 -400.07 0.98
1.2 Dead+1.0 Wind 180 deg+1.0 Ice
149746.18 7.88 6857.30 806.28 -12.32 -0.83
1.2 Dead+1.0 Wind 210 deg+1.0 Ice
149746.18 -3451.35 5994.82 703.59 375.29 -2.65
1.2 Dead+1.0 Wind 240 deg+1.0 Ice
149746.18 -6092.07 3517.92 424.16 668.19 -1.69
1.2 Dead+1.0 Wind 270 deg+1.0 Ice
149746.18 -6785.29 -7.88 31.04 756.27 -0.06
1.2 Dead+1.0 Wind 300 deg+1.0 Ice
149746.18 -5820.01 -3369.95 -351.87 652.57 -0.47
1.2 Dead+1.0 Wind 330 deg+1.0 Ice
149746.18 -3426.18 -5935.47 -641.01 378.36 -0.98
Dead+Wind 0 deg - Service 64541.89 -30.44 -19058.09 -2090.76 4.46 2.73 Dead+Wind 30 deg - Service 64541.89 8963.91 -15588.06 -1715.85 -990.84 9.65 Dead+Wind 60 deg - Service 64541.89 15017.94 -8671.32 -961.10 -1680.52 5.41 Dead+Wind 90 deg - Service 64541.89 17686.55 30.44 12.51 -1982.35 0.73 Dead+Wind 120 deg - Service 64541.89 15951.24 9245.31 1037.43 -1777.87 2.48 Dead+Wind 150 deg - Service 64541.89 9033.48 15647.68 1763.85 -1017.45 3.99 Dead+Wind 180 deg - Service 64541.89 30.44 17972.17 2010.42 -7.11 -2.73 Dead+Wind 210 deg - Service 64541.89 -8963.91 15588.06 1729.31 988.18 -9.65 Dead+Wind 240 deg - Service 64541.89 -15958.38 9214.29 1021.45 1759.09 -5.41 Dead+Wind 270 deg - Service 64541.89 -17686.55 -30.44 0.94 1979.70 -0.73 Dead+Wind 300 deg - Service 64541.89 -15010.80 -8702.35 -977.08 1693.99 -2.48 Dead+Wind 330 deg - Service 64541.89 -9033.48 -15647.68 -1750.39 1014.81 -3.99
Solution Summary
Load Comb.
Sum of Applied Forces Sum of Reactions % Error PX
lb PY lb
PZ lb
PX lb
PY lb
PZ lb
1 -0.00 -64541.89 -0.00 0.00 64541.89 0.00 0.000% 2 -122.10 -77450.27 -76444.12 120.59 77450.22 76444.18 0.001% 3 -122.10 -58087.70 -76444.12 122.10 58087.70 76444.12 0.000% 4 35955.23 -77450.27 -62525.43 -35955.23 77450.27 62525.43 0.000% 5 35955.23 -58087.70 -62525.43 -35955.22 58087.70 62525.43 0.000% 6 60238.62 -77450.27 -34781.64 -60238.62 77450.27 34781.64 0.000% 7 60238.62 -58087.70 -34781.64 -60238.62 58087.70 34781.64 0.000% 8 70942.73 -77450.27 122.10 -70942.73 77450.27 -122.10 0.000% 9 70942.73 -58087.70 122.10 -70942.73 58087.70 -122.10 0.000% 10 63982.18 -77450.27 37083.98 -63982.28 77448.51 -37084.13 0.002% 11 63982.18 -58087.70 37083.98 -63982.18 58087.70 -37083.98 0.000%
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
27 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Load
Comb.
Sum of Applied Forces Sum of Reactions % Error PX
lb PY lb
PZ lb
PX lb
PY lb
PZ lb
12 36234.28 -77450.27 62764.57 -36234.28 77450.27 -62764.57 0.000% 13 36234.28 -58087.70 62764.57 -36234.28 58087.70 -62764.57 0.000% 14 122.10 -77450.27 72088.35 -122.10 77450.27 -72088.36 0.000% 15 122.10 -58087.70 72088.35 -122.10 58087.70 -72088.36 0.000% 16 -35955.23 -77450.27 62525.43 35955.22 77450.27 -62525.44 0.000% 17 -35955.23 -58087.70 62525.43 35955.22 58087.70 -62525.44 0.000% 18 -64010.82 -77450.27 36959.52 64010.83 77450.27 -36959.53 0.000% 19 -64010.82 -58087.70 36959.52 64010.82 58087.70 -36959.52 0.000% 20 -70942.73 -77450.27 -122.10 70942.73 77450.27 122.11 0.000% 21 -70942.73 -58087.70 -122.10 70942.73 58087.70 122.11 0.000% 22 -60209.98 -77450.27 -34906.10 60209.98 77450.27 34906.10 0.000% 23 -60209.98 -58087.70 -34906.10 60209.98 58087.70 34906.10 0.000% 24 -36234.28 -77450.27 -62764.57 36234.29 77450.27 62764.57 0.000% 25 -36234.28 -58087.70 -62764.57 36234.29 58087.70 62764.57 0.000% 26 -0.00 -149746.18 -0.00 0.00 149746.18 0.00 0.000% 27 -7.88 -149746.18 -7102.92 7.88 149746.18 7102.92 0.000% 28 3451.35 -149746.18 -5994.82 -3451.35 149746.18 5994.82 0.000% 29 5879.36 -149746.18 -3395.11 -5879.36 149746.18 3395.11 0.000% 30 6785.29 -149746.18 7.88 -6785.29 149746.18 -7.88 0.000% 31 6032.72 -149746.18 3492.76 -6032.72 149746.18 -3492.76 0.000% 32 3426.18 -149746.18 5935.47 -3426.18 149746.18 -5935.47 0.000% 33 7.88 -149746.18 6857.30 -7.88 149746.18 -6857.30 0.000% 34 -3451.35 -149746.18 5994.82 3451.35 149746.18 -5994.82 0.000% 35 -6092.07 -149746.18 3517.92 6092.07 149746.18 -3517.92 0.000% 36 -6785.29 -149746.18 -7.88 6785.29 149746.18 7.88 0.000% 37 -5820.01 -149746.18 -3369.95 5820.01 149746.18 3369.95 0.000% 38 -3426.18 -149746.18 -5935.47 3426.18 149746.18 5935.47 0.000% 39 -30.44 -64541.89 -19058.09 30.44 64541.89 19058.09 0.000% 40 8963.91 -64541.89 -15588.06 -8963.91 64541.89 15588.06 0.000% 41 15017.94 -64541.89 -8671.32 -15017.94 64541.89 8671.32 0.000% 42 17686.55 -64541.89 30.44 -17686.55 64541.89 -30.44 0.000% 43 15951.24 -64541.89 9245.31 -15951.24 64541.89 -9245.31 0.000% 44 9033.48 -64541.89 15647.68 -9033.48 64541.89 -15647.68 0.000% 45 30.44 -64541.89 17972.17 -30.44 64541.89 -17972.17 0.000% 46 -8963.91 -64541.89 15588.06 8963.91 64541.89 -15588.06 0.000% 47 -15958.38 -64541.89 9214.29 15958.38 64541.89 -9214.29 0.000% 48 -17686.55 -64541.89 -30.44 17686.55 64541.89 30.44 0.000% 49 -15010.80 -64541.89 -8702.35 15010.80 64541.89 8702.35 0.000% 50 -9033.48 -64541.89 -15647.68 9033.48 64541.89 15647.68 0.000%
Non-Linear Convergence Results
Load Combination
Converged? Number of Cycles
Displacement Tolerance
Force Tolerance
1 Yes 4 0.00000001 0.00000001 2 Yes 4 0.00000001 0.00000116 3 Yes 4 0.00000001 0.00000001 4 Yes 4 0.00000001 0.00000061 5 Yes 4 0.00000001 0.00000161 6 Yes 4 0.00000001 0.00000062 7 Yes 4 0.00000001 0.00000001 8 Yes 4 0.00000001 0.00000058 9 Yes 4 0.00000001 0.00000001 10 Yes 4 0.00000001 0.00000148 11 Yes 4 0.00000001 0.00000001 12 Yes 4 0.00000001 0.00000063
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
28 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
13 Yes 4 0.00000001 0.00000053 14 Yes 4 0.00000001 0.00000065 15 Yes 4 0.00000001 0.00000001 16 Yes 4 0.00000001 0.00000061 17 Yes 4 0.00000001 0.00000001 18 Yes 4 0.00000001 0.00000001 19 Yes 4 0.00000001 0.00000001 20 Yes 4 0.00000001 0.00000058 21 Yes 4 0.00000001 0.00000131 22 Yes 4 0.00000001 0.00000063 23 Yes 4 0.00000001 0.00000001 24 Yes 4 0.00000001 0.00000062 25 Yes 4 0.00000001 0.00000053 26 Yes 4 0.00000001 0.00000001 27 Yes 4 0.00000001 0.00000001 28 Yes 4 0.00000001 0.00000001 29 Yes 4 0.00000001 0.00000001 30 Yes 4 0.00000001 0.00000001 31 Yes 4 0.00000001 0.00000001 32 Yes 4 0.00000001 0.00000001 33 Yes 4 0.00000001 0.00000001 34 Yes 4 0.00000001 0.00000001 35 Yes 4 0.00000001 0.00000001 36 Yes 4 0.00000001 0.00000001 37 Yes 4 0.00000001 0.00000001 38 Yes 4 0.00000001 0.00000001 39 Yes 4 0.00000001 0.00000001 40 Yes 4 0.00000001 0.00000001 41 Yes 4 0.00000001 0.00000001 42 Yes 4 0.00000001 0.00000001 43 Yes 4 0.00000001 0.00000001 44 Yes 4 0.00000001 0.00000001 45 Yes 4 0.00000001 0.00000001 46 Yes 4 0.00000001 0.00000001 47 Yes 4 0.00000001 0.00000001 48 Yes 4 0.00000001 0.00000001 49 Yes 4 0.00000001 0.00000001 50 Yes 4 0.00000001 0.00000001
Bolt Design Data
Section No.
Elevation
ft
Component Type
Bolt Grade
Bolt Size
in
Number Of
Bolts
Maximum Load
per Bolt lb
Allowable Load
per Bolt lb
Ratio Load
Allowable
Allowable Ratio
Criteria
T1 200 Leg A325N 0.7500 4 3683.10 29820.60 0.124
1 Bolt Tension
Diagonal A325N 0.6250 1 3215.65 7748.44 0.415
1 Member Block Shear
Top Girt A325N 0.6250 1 417.26 5811.33 0.072
1 Member Block Shear
T2 180 Leg A325N 0.8750 4 9164.20 40589.10 0.226
1 Bolt Tension
Diagonal A325N 0.6250 1 3180.48 6830.86 0.466
1 Member Block Shear
T3 160 Leg A325N 0.8750 4 17078.90 40589.10 0.421
1 Bolt Tension
Diagonal A325N 0.7500 1 7079.89 11962.50 0.592
1 Member Block Shear
T4 140 Leg A325N 1.0000 4 27085.30 53014.40 0.511
1 Bolt Tension
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
29 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Section No.
Elevation
ft
Component Type
Bolt Grade
Bolt Size
in
Number Of
Bolts
Maximum Load
per Bolt lb
Allowable Load
per Bolt lb
Ratio Load
Allowable
Allowable Ratio
Criteria
Diagonal A325N 0.7500 1 9536.35 14137.50 0.675
1 Member Bearing
T5 120 Leg A325N 1.0000 6 25338.40 53014.40 0.478
1 Bolt Tension
Diagonal A325N 0.7500 1 10395.70 17892.40 0.581
1 Bolt Shear
T6 100 Leg A325N 1.0000 6 31700.30 53014.40 0.598
1 Bolt Tension
Diagonal A325N 0.7500 1 12011.40 17892.40 0.671
1 Bolt Shear
T7 80 Leg A325N 1.0000 8 28616.40 53014.40 0.540
1 Bolt Tension
Diagonal A325N 0.7500 1 12462.60 17892.40 0.697
1 Bolt Shear
T8 60 Leg A325N 1.0000 8 33601.60 53014.40 0.634
1 Bolt Tension
Diagonal A325N 0.7500 1 13661.70 17892.40 0.764
1 Bolt Shear
T9 40 Leg A325N 1.0000 8 38237.90 53014.40 0.721
1 Bolt Tension
Diagonal A490N 0.7500 1 15410.60 22365.40 0.689
1 Bolt Shear
T10 20 Leg A325N 1.0000 10 34322.10 53014.40 0.647
1 Bolt Tension
Diagonal A490N 0.7500 1 15418.10 22365.40 0.689
1 Bolt Shear
Compression Checks
Leg Design Data (Compression) Section
No. Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
lb
Pn
lb
Ratio Pu
Pn T1 200 - 180 ROHN 2.5 STD 20.00 4.00 50.7
K=1.00 1.7040 -18748.70 63560.30 0.295 1
T2 180 - 160 ROHN 3 STD 20.03 5.01 51.7
K=1.00 2.2285 -43565.70 82507.90 0.528 1
T3 160 - 140 ROHN 3.5 EH 20.03 6.68 61.3
K=1.00 3.6784 -80934.60 125726.00 0.644 1
T4 140 - 120 ROHN 4 EH 20.04 6.68 54.3
K=1.00 4.4074 -127624.00 159905.00 0.798 1
T5 120 - 100 ROHN 5 EH 20.03 6.68 43.6
K=1.00 6.1120 -177474.00 239386.00 0.741 1
T6 100 - 80 ROHN 6 EH 20.03 10.02 54.8
K=1.00 8.4049 -221598.00 303748.00 0.730 1
T7 80 - 60 ROHN 6 EH 20.04 5.16 28.2
K=1.00 8.4049 -266874.00 356808.00 0.748 1
T8 60 - 40 ROHN 8 EHS 20.03 10.02 41.2
K=1.00 9.7193 -313043.00 386397.00 0.810 1
T9 40 - 20 ROHN 8 EHS 20.03 5.12 21.1
K=1.00 9.7193 -358113.00 423410.00 0.846 1
T10 20 - 0 ROHN 8 EH 20.03 10.02 41.8
K=1.00 12.7627 -403312.00 505555.00 0.798 1
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
30 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
1 P u / Pn controls
Diagonal Design Data (Compression) Section
No. Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
lb
Pn
lb
Ratio Pu
Pn T1 200 - 180 L1 3/4x1 3/4x1/4 7.79 3.64 127.9
K=1.00 0.8125 -3281.99 11130.90 0.295 1
T2 180 - 160 L2x2x3/16 9.83 4.77 145.4
K=1.00 0.7150 -3198.15 7638.71 0.419 1
T3 160 - 140 L2 1/2x2 1/2x1/4 12.37 6.05 148.0
K=1.00 1.1900 -7154.15 12277.50 0.583 1
T4 140 - 120 L3x3x1/4 14.16 6.93 140.4
K=1.00 1.4400 -9696.79 16502.50 0.588 1
T5 120 - 100 L3x3x5/16 15.98 7.78 158.6
K=1.00 1.7800 -10395.70 15993.50 0.650 1
T6 100 - 80 L3 1/2x3 1/2x5/16 19.17 9.42 163.8
K=1.00 2.0900 -12011.40 17592.90 0.683 1
T7 80 - 60 L4x4x5/16 21.00 10.36 157.1
K=1.00 2.4000 -12462.60 21967.50 0.567 1
T8 60 - 40 L4x4x5/16 22.81 11.15 169.1 K=1.00
2.4000 -13661.70 18954.90 0.721 1
T9 40 - 20 L4x4x3/8 24.62 12.06 183.6
K=1.00 2.8600 -15410.60 19165.90 0.804 1
T10 20 - 0 L4x4x1/2 26.46 12.98 199.2
K=1.00 3.7500 -15418.10 21359.00 0.722 1
1 P u / Pn controls
Secondary Horizontal Design Data (Compression) Section
No. Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
lb
Pn
lb
Ratio Pu
Pn T7 80 - 60 L4x4x5/16 18.45 17.90 152.7
K=0.88 2.4000 -4629.03 23249.80 0.199 1
T9 40 - 20 L4x4x3/8 22.49 21.77 176.8
K=0.83 2.8600 -6210.43 20665.20 0.301 1
1 P u / Pn controls
Top Girt Design Data (Compression) Section
No. Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
lb
Pn
lb
Ratio Pu
Pn
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
31 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Section No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
lb
Pn
lb
Ratio Pu
Pn T1 200 - 180 L1 3/4x1 3/4x3/16 6.65 6.17 215.5
K=1.00 0.6211 -428.34 3022.47 0.142 1
KL/R > 200 (C) - 6
1 P u / Pn controls
Bottom Girt Design Data (Compression) Section
No. Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
lb
Pn
lb
Ratio Pu
Pn T1 200 - 180 L1 3/4x1 3/4x3/16 6.69 6.45 184.8
K=0.82 0.6211 -42.20 4110.71 0.010 1
1 P u / Pn controls
Tension Checks
Leg Design Data (Tension) Section
No. Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
lb
Pn
lb
Ratio Pu
Pn T1 200 - 180 ROHN 2.5 STD 20.00 4.00 50.7 1.7040 14732.40 76682.30 0.192 1
T2 180 - 160 ROHN 3 STD 20.03 5.01 51.7 2.2285 36656.80 100281.00 0.366 1
T3 160 - 140 ROHN 3.5 EH 20.03 6.68 61.3 3.6784 68315.80 165529.00 0.413 1
T4 140 - 120 ROHN 4 EH 20.04 6.68 54.3 4.4074 108341.00 198335.00 0.546 1
T5 120 - 100 ROHN 5 EH 20.03 6.68 43.6 6.1120 152031.00 275039.00 0.553 1
T6 100 - 80 ROHN 6 EH 20.03 10.02 54.8 8.4049 190202.00 378222.00 0.503 1
T7 80 - 60 ROHN 6 EH 20.04 5.16 28.2 8.4049 229203.00 378222.00 0.606 1
T8 60 - 40 ROHN 8 EHS 20.03 10.02 41.2 9.7193 268813.00 437369.00 0.615 1
T9 40 - 20 ROHN 8 EHS 20.03 5.12 21.1 9.7193 306267.00 437369.00 0.700 1
T10 20 - 0 ROHN 8 EH 20.03 10.02 41.8 12.7627 343221.00 574322.00 0.598 1
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
32 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
1 P u / Pn controls
Diagonal Design Data (Tension) Section
No. Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
lb
Pn
lb
Ratio Pu
Pn T1 200 - 180 L1 3/4x1 3/4x1/4 7.79 3.64 85.3 0.8125 3215.65 26325.00 0.122 1
T2 180 - 160 L2x2x3/16 9.83 4.77 95.2 0.7150 3180.48 23166.00 0.137 1
T3 160 - 140 L2 1/2x2 1/2x1/4 12.37 6.05 96.6 1.1900 7079.89 38556.00 0.184 1
T4 140 - 120 L3x3x1/4 14.16 6.93 91.1 1.2213 9536.35 59535.90 0.160 1
T5 120 - 100 L3x3x5/16 15.98 7.78 103.1 1.5066 10264.60 73444.90 0.140 1
T6 100 - 80 L3 1/2x3 1/2x5/16 19.17 9.42 106.2 1.8166 11746.10 88557.40 0.133 1
T7 80 - 60 L4x4x5/16 21.00 10.36 101.5 2.1266 11902.90 103670.00 0.115 1
T8 60 - 40 L4x4x5/16 22.81 11.15 109.2 2.1266 13239.70 103670.00 0.128 1
T9 40 - 20 L4x4x3/8 24.62 12.06 118.9 2.5319 14040.10 123429.00 0.114 1
T10 20 - 0 L4x4x1/2 26.46 12.98 129.0 3.3125 14506.90 161484.00 0.090 1
1 P u / Pn controls
Secondary Horizontal Design Data (Tension) Section
No. Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
lb
Pn
lb
Ratio Pu
Pn T7 80 - 60 L4x4x5/16 18.45 17.90 173.2 2.4000 4629.03 77760.00 0.060 1
T9 40 - 20 L4x4x3/8 22.49 21.77 212.4 2.8600 6210.43 92664.00 0.067 1
1 P u / Pn controls
Top Girt Design Data (Tension) Section
No. Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
lb
Pn
lb
Ratio Pu
Pn T1 200 - 180 L1 3/4x1 3/4x3/16 6.65 6.17 143.2 0.6211 417.26 20123.40 0.021 1
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
33 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Section No.
Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
lb
Pn
lb
Ratio Pu
Pn
1 P u / Pn controls
Bottom Girt Design Data (Tension) Section
No. Elevation
ft
Size
L
ft
Lu
ft
Kl/r
A
in2
Pu
lb
Pn
lb
Ratio Pu
Pn T1 200 - 180 L1 3/4x1 3/4x3/16 6.69 6.45 144.1 0.6211 27.80 20123.40 0.001 1
1 P u / Pn controls
Section Capacity Table
Section No.
Elevation ft
Component Type
Size Critical Element
P lb
øPallow
lb %
Capacity Pass Fail
T1 200 - 180 Leg ROHN 2.5 STD 2 -18748.70 63560.30 29.5 Pass T2 180 - 160 Leg ROHN 3 STD 41 -43565.70 82507.90 52.8 Pass T3 160 - 140 Leg ROHN 3.5 EH 68 -80934.60 125726.00 64.4 Pass T4 140 - 120 Leg ROHN 4 EH 89 -127624.00 159905.00 79.8 Pass T5 120 - 100 Leg ROHN 5 EH 111 -177474.00 239386.00 74.1 Pass T6 100 - 80 Leg ROHN 6 EH 132 -221598.00 303748.00 73.0 Pass T7 80 - 60 Leg ROHN 6 EH 147 -266874.00 356808.00 74.8 Pass T8 60 - 40 Leg ROHN 8 EHS 168 -313043.00 386397.00 81.0 Pass T9 40 - 20 Leg ROHN 8 EHS 183 -358113.00 423410.00 84.6 Pass T10 20 - 0 Leg ROHN 8 EH 204 -403312.00 505555.00 79.8 Pass T1 200 - 180 Diagonal L1 3/4x1 3/4x1/4 12 -3281.99 11130.90 29.5
41.5 (b) Pass
T2 180 - 160 Diagonal L2x2x3/16 45 -3198.15 7638.71 41.9 46.6 (b)
Pass
T3 160 - 140 Diagonal L2 1/2x2 1/2x1/4 74 -7154.15 12277.50 58.3 59.2 (b)
Pass
T4 140 - 120 Diagonal L3x3x1/4 96 -9696.79 16502.50 58.8 67.5 (b)
Pass
T5 120 - 100 Diagonal L3x3x5/16 114 -10395.70 15993.50 65.0 Pass T6 100 - 80 Diagonal L3 1/2x3 1/2x5/16 135 -12011.40 17592.90 68.3 Pass T7 80 - 60 Diagonal L4x4x5/16 149 -12462.60 21967.50 56.7
69.7 (b) Pass
T8 60 - 40 Diagonal L4x4x5/16 170 -13661.70 18954.90 72.1 76.4 (b)
Pass
T9 40 - 20 Diagonal L4x4x3/8 187 -15410.60 19165.90 80.4 Pass T10 20 - 0 Diagonal L4x4x1/2 208 -15418.10 21359.00 72.2 Pass T7 80 - 60 Secondary Horizontal L4x4x5/16 156 -4629.03 23249.80 19.9 Pass T9 40 - 20 Secondary Horizontal L4x4x3/8 191 -6210.43 20665.20 30.1 Pass T1 200 - 180 Top Girt L1 3/4x1 3/4x3/16 6 -428.34 3022.47 14.2 Pass T1 200 - 180 Bottom Girt L1 3/4x1 3/4x3/16 9 -42.20 4110.71 1.0 Pass
Summary Leg (T9) 84.6 Pass Diagonal 80.4 Pass
ttnnxxTToowweerr Job
Northside Dr. (F.S. 7 - Site 4) - T-Mobile
Page
34 of 34
Neel-Schaffer, Inc. 1022 Highland Colony Parkway, Suite
301
Project
13456.027.016 Date
17:18:29 08/13/20
Ridgeland, MS 39157 Phone: 601-898-3358 FAX: 601-898-8485
Client Crafton Communications, Inc.
Designed by
Brittany Morales
Section No.
Elevation ft
Component Type
Size Critical Element
P lb
øPallow
lb %
Capacity Pass Fail
(T9) Secondary
Horizontal (T9)
30.1 Pass
Top Girt (T1)
14.2 Pass
Bottom Girt (T1)
1.0 Pass
Bolt Checks 76.4 Pass RATING = 84.6 Pass
Program Version 8.0.7.4 - 5/11/2020 File:M:/13456 Crafton (COJ sites)/027 Northside Dr. (F.S. 7 - Site 4)/2020.08 Analysis/tnxTower/Northside Dr. (T-Mobile).eri
General FootingLicensee : Neel-SchafferLic. # : KW-06008991
Description : Pad Design - Down
Northside Drive (T-Mobile)(Firestation #7 site 4)
Code ReferencesCalculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10Load Combinations Used : IBC 2012General InformationMaterial Properties Soil Design Values
9.0
Analysis Settings
250.0ksiNo
ksfAllowable Soil Bearing ==
3.060.0
3,122.0145.0 = 0.30
Flexure = 0.90Shear =
Values
0.00180
14.50
Soil Passive Resistance (for Sliding)
1.0=
Increases based on footing plan dimension
Add Pedestal Wt for Soil Pressure Yes:Use Pedestal wt for stability, mom & shear Yes:
Allowable pressure increase per foot of depth= ksf
when max. length or width is greater than= ft
:
=
Add Ftg Wt for Soil Pressure YesYes:Use ftg wt for stability, moments & shears
when footing base is below ft
pcf
Increase Bearing By Footing Weight= pcf
Min. Overturning Safety Factor=
: 1
Increases based on footing Depth0.750=
Soil/Concrete Friction Coeff.Ec : Concrete Elastic Modulus
=
=Footing base depth below soil surface ft
=Allow press. increase per foot of depth ksf
=
: 11.0Min. Sliding Safety Factor =
=
Concrete Density
=
Min Allow % Temp Reinf.
ksif'c : Concrete 28 day strengthfy : Rebar Yield ksi
Min Steel % Bending Reinf.
#
DimensionsWidth parallel to X-X Axis 16.50 ftLength parallel to Z-Z Axis
=16.50 ft
=Pedestal dimensions...
px : parallel to X-X Axis 48.0 inpz : parallel to Z-Z Axis 48.0 inHeight =
=150.0 in
Footing Thickness=
30.0 in=
Rebar Centerline to Edge of Concrete...= inat Bottom of footing 3.0
Reinforcing
#
Bars parallel to X-X Axis
Reinforcing Bar Size=
7Number of Bars
=18.0
Bars parallel to Z-Z Axis
Reinforcing Bar Size = 7Number of Bars = 18.0
Bandwidth Distribution Check (ACI 15.4.4.2)Direction Requiring Closer Separation
n/a# Bars required within zone n/a# Bars required on each side of zone n/a
Applied Loads
25.810 388.50D Lr
ksf
L SP : Column LoadOB : Overburden =
kW E
M-zzV-x
== k47.50
V-z k47.50
M-xx =k-ft=k-ft
H=
General FootingLicensee : Neel-SchafferLic. # : KW-06008991
Description : Pad Design - Down
Northside Drive (T-Mobile)(Firestation #7 site 4)
PASS 8.533 Sliding - X-X 47.50 k 405.328 k +D+WPASS 8.533 Sliding - Z-Z 47.50 k 405.328 k +D+W
DESIGN SUMMARY Design OKGoverning Load CombinationMin. Ratio Item Applied Capacity
PASS 0.4702 Soil Bearing 4.232 ksf 9.0 ksf +D+W about Z-Z axisPASS 10.370 Overturning - X-X 712.50 k-ft 7,388.91 k-ft +D+WPASS 10.370 Overturning - Z-Z 712.50 k-ft 7,388.91 k-ft +D+W
PASS n/a Uplift 0.0 k 0.0 k No UpliftPASS 0.5682 Z Flexure (+X) 44.111 k-ft/ft 77.637 k-ft/ft +D+WPASS 0.2103 Z Flexure (-X) 16.327 k-ft/ft 77.637 k-ft/ft +D+WPASS 0.5682 X Flexure (+Z) 44.111 k-ft/ft 77.637 k-ft/ft +D+WPASS 0.2103 X Flexure (-Z) 16.327 k-ft/ft 77.637 k-ft/ft +D+WPASS 0.3378 1-way Shear (+X) 27.750 psi 82.158 psi +D+WPASS 0.1226 1-way Shear (-X) 10.071 psi 82.158 psi +D+WPASS 0.3378 1-way Shear (+Z) 27.750 psi 82.158 psi +D+WPASS 0.1226 1-way Shear (-Z) 10.071 psi 82.158 psi +D+WPASS 0.2708 2-way Punching 44.494 psi 164.317 psi +D+W
Detailed Results
Rotation Axis & ZeccXecc Actual Soil Bearing Stress @ Location Actual / AllowSoil Bearing
(in)Gross Allowable Bottom, -Z Top, +Z Left, -X Right, +X RatioLoad Combination...X-X, +D+W 9.0 n/a2.348 4.232 n/a 0.4709.546n/aZ-Z, +D+W 9.0 2.348n/a n/a 4.232 0.470n/a9.546
Rotation Axis &Overturning Stability
Load Combination... StatusOverturning Moment Resisting Moment Stability RatioX-X, +D+W 712.50 k-ft 7,388.91 k-ft 10.370 OKZ-Z, +D+W 712.50 k-ft 7,388.91 k-ft 10.370 OK
Force Application AxisSliding Stability All units k
Load Combination... StatusSliding Force Resisting Force Stability RatioX-X, +D+W 47.50 k 405.328 k 8.533 OKZ-Z, +D+W 47.50 k 405.328 k 8.533 OK
Flexure Axis & Load Combination in^2 in^2 in^2 k-ftAs Req'd
Footing FlexureTension
k-ftActual As StatusMu Side
SurfaceGvrn. As Phi*Mn
X-X, +D+W 44.111 +Z Bottom 0.6480 Min Temp % 0.6545 77.637 OKX-X, +D+W 16.327 -Z Bottom 0.6480 Min Temp % 0.6545 77.637 OKZ-Z, +D+W 16.327 -X Bottom 0.6480 Min Temp % 0.6545 77.637 OKZ-Z, +D+W 44.111 +X Bottom 0.6480 Min Temp % 0.6545 77.637 OKOne Way Shear
Vu @ +XLoad Combination... Vu @ -X Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status+D+W 10.07 27.75 10.07 27.75 27.75 82.16 0.34psipsipsipsipsipsi OK
Vu / Phi*VnTwo-Way "Punching" Shear All units k
StatusVu Phi*VnLoad Combination...+D+W 44.49 164.32 0.2708 OKpsipsi
General FootingLicensee : Neel-SchafferLic. # : KW-06008991
Description : Pad Design - Uplift
Northside Drive (T-Mobile)(Firestation #7 site 4)
Code ReferencesCalculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10Load Combinations Used : IBC 2012General InformationMaterial Properties Soil Design Values
9.0
Analysis Settings
250.0ksiNo
ksfAllowable Soil Bearing ==
3.060.0
3,122.0145.0 = 0.30
Flexure = 0.90Shear =
Values
0.00180
14.50
Soil Passive Resistance (for Sliding)
1.0=
Increases based on footing plan dimension
Add Pedestal Wt for Soil Pressure Yes:Use Pedestal wt for stability, mom & shear Yes:
Allowable pressure increase per foot of depth= ksf
when max. length or width is greater than= ft
:
=
Add Ftg Wt for Soil Pressure YesYes:Use ftg wt for stability, moments & shears
when footing base is below ft
pcf
Increase Bearing By Footing Weight= pcf
Min. Overturning Safety Factor=
: 1
Increases based on footing Depth0.750=
Soil/Concrete Friction Coeff.Ec : Concrete Elastic Modulus
=
=Footing base depth below soil surface ft
=Allow press. increase per foot of depth ksf
=
: 11.0Min. Sliding Safety Factor =
=
Concrete Density
=
Min Allow % Temp Reinf.
ksif'c : Concrete 28 day strengthfy : Rebar Yield ksi
Min Steel % Bending Reinf.
#
DimensionsWidth parallel to X-X Axis 16.50 ftLength parallel to Z-Z Axis
=16.50 ft
=Pedestal dimensions...
px : parallel to X-X Axis 48.0 inpz : parallel to Z-Z Axis 48.0 inHeight =
=150.0 in
Footing Thickness=
30.0 in=
Rebar Centerline to Edge of Concrete...= inat Bottom of footing 3.0
Reinforcing
#
Bars parallel to X-X Axis
Reinforcing Bar Size=
7Number of Bars
=18.0
Bars parallel to Z-Z Axis
Reinforcing Bar Size = 7Number of Bars = 18.0
Bandwidth Distribution Check (ACI 15.4.4.2)Direction Requiring Closer Separation
n/a# Bars required within zone n/a# Bars required on each side of zone n/a
Applied Loads
19.40 -371.30D Lr
ksf
L SP : Column LoadOB : Overburden =
kW E
M-zzV-x
== k41.20
V-z k41.20
M-xx =k-ft=k-ft
H=
General FootingLicensee : Neel-SchafferLic. # : KW-06008991
Description : Pad Design - Uplift
Northside Drive (T-Mobile)(Firestation #7 site 4)
PASS 4.259 Sliding - X-X 41.20 k 175.465 k +D+WPASS 4.259 Sliding - Z-Z 41.20 k 175.465 k +D+W
DESIGN SUMMARY Design OKGoverning Load CombinationMin. Ratio Item Applied Capacity
PASS 0.1659 Soil Bearing 1.493 ksf 9.0 ksf +D+W about Z-Z axisPASS 1.122 Overturning - X-X 3,681.23 k-ft 4,130.90 k-ft +D+WPASS 1.122 Overturning - Z-Z 3,681.23 k-ft 4,130.90 k-ft +D+W
PASS 1.349 Uplift -371.30 k 500.72 k +D+WPASS 0.1355 Z Flexure (+X) 10.517 k-ft/ft 77.637 k-ft/ft +D+WPASS 0.4384 Z Flexure (-X) 34.033 k-ft/ft 77.637 k-ft/ft +D+WPASS 0.1355 X Flexure (+Z) 10.517 k-ft/ft 77.637 k-ft/ft +D+WPASS 0.4384 X Flexure (-Z) 34.033 k-ft/ft 77.637 k-ft/ft +D+WPASS 0.07788 1-way Shear (+X) 6.398 psi 82.158 psi +D+WPASS 0.2592 1-way Shear (-X) 21.297 psi 82.158 psi +D+WPASS 0.07788 1-way Shear (+Z) 6.398 psi 82.158 psi +D+WPASS 0.2592 1-way Shear (-Z) 21.297 psi 82.158 psi +D+WPASS 0.2173 2-way Punching 35.708 psi 164.317 psi +D+W
Detailed Results
Rotation Axis & ZeccXecc Actual Soil Bearing Stress @ Location Actual / AllowSoil Bearing
(in)Gross Allowable Bottom, -Z Top, +Z Left, -X Right, +X RatioLoad Combination...X-X, +D+W 9.0 n/a0.0 1.493 n/a 0.16657.304n/aZ-Z, +D+W 9.0 0.0n/a n/a 1.493 0.166n/a57.304
Rotation Axis &Overturning Stability
Load Combination... StatusOverturning Moment Resisting Moment Stability RatioX-X, +D+W 3,681.23 k-ft 4,130.90 k-ft 1.122 OKZ-Z, +D+W 3,681.23 k-ft 4,130.90 k-ft 1.122 OK
Force Application AxisSliding Stability All units k
Load Combination... StatusSliding Force Resisting Force Stability RatioX-X, +D+W 41.20 k 175.465 k 4.259 OKZ-Z, +D+W 41.20 k 175.465 k 4.259 OK
Flexure Axis & Load Combination in^2 in^2 in^2 k-ftAs Req'd
Footing FlexureTension
k-ftActual As StatusMu Side
SurfaceGvrn. As Phi*Mn
X-X, +D+W 10.517 +Z Top 0.6480 Min Temp % 0.6545 77.637 OKX-X, +D+W 34.033 -Z Top 0.6480 Min Temp % 0.6545 77.637 OKZ-Z, +D+W 34.033 -X Top 0.6480 Min Temp % 0.6545 77.637 OKZ-Z, +D+W 10.517 +X Top 0.6480 Min Temp % 0.6545 77.637 OKOne Way Shear
Vu @ +XLoad Combination... Vu @ -X Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status+D+W 21.30 6.40 21.30 6.40 21.30 82.16 0.26psipsipsipsipsipsi OK
Vu / Phi*VnTwo-Way "Punching" Shear All units k
StatusVu Phi*VnLoad Combination...+D+W 35.71 164.32 0.2173 OKpsipsi
Concrete ColumnLicensee : Neel-SchafferLic. # : KW-06008991
Description : Pier
Northside Drive (T-Mobile)(Firestation #7 site 4)
.Code ReferencesCalculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10Load Combinations Used : IBC 2012
ASTM A615 Bars Used
3.0 ksi
fy - Main Rebar 60.0 ksi
Density = 145.0 pcf
E - Main Rebar 29,000.0
=
ksi
0.850
ksi
Min. Reinf. 0.960 %=Max. Reinf. 8.0 %
12.50
Allow. Reinforcing Limits
3,122.0E =Overall Column Height ft=
General Information=
=
f'c : Concrete 28 day strengthEnd Fixity Top Free, Bottom Fixed=
==
Y-Y (depth) axis :
X-X (width) axis :
Fully braced against buckling about Y-Y Axis
Fully braced against buckling about X-X Axis
Brace condition for deflection (buckling) along columns :
..
48.0in Diameter, Column Edge to RebarEdge Cover = 4.0in
Column Reinforcing :
Column Dimensions :
14.0 - #10 bars
Column Cross Section
.Applied Loads Entered loads are factored per load combinations specified by user.
Column self weight not internally calculatedAXIAL LOADS . . .
Axial Load at 12.50 ft above base, D = 21.510, W = 242.840 kBENDING LOADS . . .
Max Wind: Lat. Point Load at 12.50 ft creating Mx-x, W = 35.354 k.DESIGN SUMMARY
Maximum Stress Ratio =Location of max.above base 12.416 ft
Pu = 414.356 k * Pn = 1,143.52 k
Mu-x = -707.08 k-ft
Load Combination +1.20D+1.60W
0.0 k-ft
General Section Information . . .
: 10.360Ratio = (Pu^2+Mu^2)^.5 / (PhiPn^2+PhiMn^2)^.5
* Mn-x = 1,960.93 k-ft* Mn-y =Mu-y = 0.0 k-ft
Maximum SERVICE Load Reactions . .Top along Y-Y 0.0 k Bottom along Y-Y 0.0 kTop along X-X 0.0 k Bottom along X-X 0.0 k
Maximum SERVICE Load Deflections . . .Along Y-Y 0.0 in at 0.0 ft above base
for load combination :Along X-X 0.0 in at 0.0 ft
Column Capacities . . .
above base180.0 degMu Angle =for load combination :k-ft
Pn & Mn values located at Pu-Mu vector intersection with capacity curveMu at Angle =
0.850
k-ft1,964.0Mn at Angle =707.08
0.9826 % Rebar % Ok0.650
1,809.56 in^217.780 in^2
k5,635.83
Pn, max : Usable Compressive Axial Capacity
Pnmax : Nominal Max. Compressive Axial Capacityk
: % Reinforcing=
Pnmin : Nominal Min. Tension Axial Capacity2,930.63 k
Pn, min : Usable Tension Axial Capacity kConcrete Area
0.80
Reinforcing Area
==
.Governing Load Combination Results
Load CombinationDist. from Axial Load
kk-ftMomentGoverning Factored Bending Analysis
Utilizationbase ftY-Y Pu * Pn x * Mux MuAlpha (deg)x yX-X Mn Ratioy * Muy
+1.20D+1.60W 414.3612.42 1,143.51 -707.08 1,964.00 0.360180.000Actual 707.081.000
Concrete ColumnLicensee : Neel-SchafferLic. # : KW-06008991
Description : Pier
Northside Drive (T-Mobile)(Firestation #7 site 4)
.k k-ft
Note: Only non-zero reactions are listed.
Load CombinationX-X Axis Reaction Y-Y Axis Reaction Axial Reaction
@ Base @ Top @ Base@ Base @ Top
Maximum Reactions
@ Base @ Base@ Top @ TopMy - End Moments Mx - End Moments
Note: Only non-zero reactions are listed.
Load CombinationMoment About X-X Axis Moment About Y-Y Axis
@ Base @ Top@ Base @ Top
Maximum Moment Reactions
.Maximum Deflections for Load CombinationsMax. X-X Deflection Max. Y-Y Deflection DistanceLoad Combination Distance
.Sketches
.Interaction Diagrams
Concrete ColumnLicensee : Neel-SchafferLic. # : KW-06008991
Description : Pier
Northside Drive (T-Mobile)(Firestation #7 site 4)