HomeMy WebLinkAbout19120082 Structural Analysis520 South Main Street . Suite 2531 . Akron, Ohio 44311 . 330-572-2100 . Fax 330-572-2101 . www.GPDGroup.com
GPD Group, Inc.
3/19/2019
Verizon Wireless Traci Preble
250 East 96th Street, Suite 300 520 South Main St, Suite 2531
Indianapolis, IN 46240 Akron OH, 44311
(612) 242-5658 (317) 299-2996
tpreble@gpdgroup.com
GPD# 2018738.76 Rev. 2
March 19, 2019
REVISED MOUNT ANALYSIS REPORT
VERIZON DESIGNATION: Site Name: GN 465 And North Meridian
ANALYSIS CRITERIA: Codes: TIA-222-G, 2012 IBC, 2014 Indiana Building Code & AISC 360
115-mph Ultimate (3-second gust) with 0" ice
89-mph Nominal (3-second gust) with 0" ice
40-mph Nominal (3-second gust) with 1" ice
SITE DATA: 201 W. 103rd St., Indianapolis, IN 46290, Hamilton County
Latitude 39° 55' 54.82" N, Longitude 86° 09' 45.28" W
(6) Pipe Mounts on Penthouse Wall
Ms. Sarah Hill,
GPD is pleased to submit this Mount Analysis Report with Modification Design to determine the structural integrity of
the aforementioned mount. The purpose of the analysis is to determine the suitability of the mount with the existing
and proposed loading configuration detailed in the analysis report.
Analysis Results
Mount Stress Level with Proposed Equipment: 70.7% Pass
Mount Classification: N/A
Note: In order for the analysis results to be valid for the proposed, existing, and reserved loading in Appendix A, the
modifications referenced in the design drawings by GPD (Project #: 2018738.76, dated 3/1/2018) must be installed.
We at GPD appreciate the opportunity of providing our continuing professional services to you and Verizon Wireless.
If you have any questions or need further assistance on this or any other projects please do not hesitate to call.
Respectfully submitted,
Christopher J. Scheks, P.E.
Indiana #: PE11400062
(6) Pipe Mounts on Penthouse Wall - Structural Evaluation Site Name: GN 465 And North Meridian
3/19/2019 Page 2 of 4
SUMMARY & RESULTS
The purpose of this analysis was to verify whether the existing mounts are capable of carrying the proposed loading
configuration as specified by Verizon Wireless. This report was commissioned by Ms. Sarah Hill of Verizon Wireless.
The analysis has been performed based upon a 115 mph ultimate 3-second gust wind speed converted to a nominal 3-
second gust wind speed of 89 mph per section 1609.3.1 as required for used in the TIA-222-G Standard per Exception
#5 of section 1609.1.1. Risk Category II and Exposure Category C with a Topographic Category 1 were used in this
analysis in accordance with the TIA-222-G Structural Standards for Antenna Supporting Structures and Antennas,
including – Addendum 1, 222-G-1, Dated 2007 and Addendum 2, 222-G-2 Dated 2009 and AISC 360.
In order for the analysis results to be valid for the proposed, existing, and reserved loading in Appendix A, the
modifications referenced in the design drawings by GPD (Project #: 2018738.76, dated 3/1/2018) must be installed.
All proposed equipment is to be located within the wind profile of the existing building and will not increase the wind
loading on the structure. Therefore, in accordance with the 2012 IBC, Section 3403, the existing penthouse can remain
unaltered for the existing and proposed equipment as referenced in Appendix A.
This mount analysis has been revised to include the updated loading shown in the revised RFDS.
MOUNT SUMMARY AND RESULTS
Member Capacity Results
Mount 70.7%Pass
Penthouse Wall Adequate Pass
MOUNT CLASSIFICATION RESULTS
Category Classification
Mount Classification: N/A
ANALYSIS METHOD
RISA-3D (Version 17.0.2), a commercially available analysis software package, and hand calculations were used to
create a three-dimensional model of the mount and calculate member stresses for the proposed loading configuration.
Selected calculations from this analysis are included in Appendix B. The following table details the information
provided to complete this structural analysis. This analysis is based solely on this information.
DOCUMENTS PROVIDED
Document Remarks Source
RF Data Sheet Verizon Wireless RFDS Project ID: 198517, dated 1/9/2019 Verizon Wireless
Construction Drawings GPD Project #: 2013736.05 Rev. 1, dated 3/21/2014 GPD
Previous Structural Analysis GPD Project #: 2018738.76, dated 3/1/2018 GPD
Modification Drawings GPD Project #: 2018738.76, dated 3/1/2018 GPD
(6) Pipe Mounts on Penthouse Wall - Structural Evaluation Site Name: GN 465 And North Meridian
3/19/2019 Page 3 of 4
ASSUMPTIONS
This mount structural analysis is based on the theoretical capacity of the members and is not a condition assessment of
the mount. This analysis is from information supplied, and therefore, its results are based on and are as accurate as that
supplied data. GPD has made no independent determination, nor is it required to, of its accuracy. The following
assumptions were made for this structural analysis.
1. The mount member sizes and shapes are considered accurate as supplied. The material grade is as per data
supplied and/or as assumed and as stated in the materials section.
2. The antenna configuration is as supplied and/or as modeled in the analysis. When information was not
provided, the configuration was modeled based upon past experience with similar loading.
3. Some assumptions are made regarding antennas and mount sizes and their projected areas based on best
interpretation of data supplied and of best knowledge of antenna type and industry practice.
4. The mount has been properly maintained in accordance with TIA Standards and/or with manufacturer’s
specifications.
5. All welds and connections are assumed to develop at least the member capacity unless determined otherwise
and explicitly stated in this report.
6. The final loading configuration has been obtained from the provided RF Data Sheet.
If any of these assumptions are not valid or have been made in error, this analysis may be affected, and GPD should be
allowed to review any new information to determine its effect on the structural integrity of the mount.
(6) Pipe Mounts on Penthouse Wall - Structural Evaluation Site Name: GN 465 And North Meridian
3/19/2019 Page 4 of 4
DISCLAIMER OF WARRANTIES
GPD has not performed a site visit to the mount to verify the member sizes or antenna/coax loading. If the existing
conditions are not as represented on the mount elevation contained in this report, we should be contacted immediately
to evaluate the significance of the discrepancy. This is not a condition assessment of the mount. This report does not
replace a full mount inspection. The mount is assumed to have been properly fabricated, maintained, in good
condition, twist free, and plumb.
The engineering services rendered by GPD in connection with this Mount Analysis are limited to a computer analysis of
the mount structure and theoretical capacity of its main structural members. All mount components have been
assumed to only resist dead loads when no other loads are applied. No allowance was made for any damaged, bent,
missing, loose, or rusted members (above and below ground). No allowance was made for loose bolts or cracked
welds.
This analysis is limited to the designated maximum wind and seismic conditions per the governing mount standards
and code. Wind forces resulting in tower vibrations near the structure’s resonant frequencies were not considered in
this analysis and are outside the scope of this analysis. Lateral loading from any dynamic response was not evaluated
under a time-domain based fatigue analysis.
GPD does not analyze the fabrication of the structure (including welding). It is not possible to have all the very detailed
information needed to perform a thorough analysis of every structural sub-component and connection of an existing
mount. GPD provides a limited scope of service in that we cannot verify the adequacy of every weld, plate connection
detail, etc. The purpose of this report is to assess the feasibility of adding appurtenances usually accompanied by
transmission lines to the structure.
It is the owner’s responsibility to determine the amount of ice accumulation in excess of the specified code
recommended amount, if any, that should be considered in the structural analysis.
The attached sketches are a schematic representation of the analyzed mount. If any material is fabricated from these
sketches, the contractor shall be responsible for field verifying the existing conditions, proper fit, and clearance in the
field. Any mentions of structural modifications are reasonable estimates and should not be used as a precise
construction document. Precise modification drawings are obtainable from GPD, but are beyond the scope of this
report.
Towers are designed to carry gravity, wind, and ice loads. All members, legs, diagonals, struts, and redundant
members provide structural stability to the tower with little redundancy. Absence or removal of a member can trigger
catastrophic failure unless a substitute is provided before any removal. Legs carry axial loads and derive their strength
from shorter unbraced lengths by the presence of redundant members and their connection to the diagonals with bolts
or welds. If the bolts or welds are removed without providing any substitute to the frame, the leg is subjected to a
higher unbraced length that immediately reduces its load carrying capacity. If a diagonal is also removed in addition to
the connection, the unbraced length of the leg is greatly increased, jeopardizing its load carrying capacity. Failure of
one leg can result in a tower collapse because there is no redundancy. Redundant members and diagonals are critical
to the stability of the tower.
GPD makes no warranties, expressed and/or implied, in connection with this report and disclaims any liability arising
from material, fabrication, and erection of this mount. GPD will not be responsible whatsoever for, or on account of,
consequential or incidental damages sustained by any person, firm, or organization as a result of any data or
conclusions contained in this report. The maximum liability of GPD pursuant to this report will be limited to the total
fee received for preparation of this report.
(6) Pipe Mounts on Penthouse Wall – Structural Evaluation Site Name: GN 465 And North Meridian
3/19/2019
APPENDIX A
Mount Analysis Summary Form
Mount Analysis Summary FormGeneral InfoSite NameDate of AnalysisCompany Performing AnalysisStructure Info DateDesign ParametersAnalysis Results (% Maximum Usage)Structure Type (G, SST, MP)Final Loading ConditionStructure Height (top of steel AGL)Mount (%) 70.7%Mount ManufacturerLocation of Structure (County, State)Mount ModelNominal Wind Speed (mph)Mount MappingIce Thickness (in)Previous Mount Analysis 3/1/2018 Structure Classification (I, II, III)Mount Modifcation Drawings 3/1/2018 Exposure Category (B, C, D)Construction Drawings 3/21/2014 Topographic Category (1 to 5)Steel Yield Strength (ksi)Pipes35Angles36Unistrut33Threaded Rods75BoltsA325Final Loading ConfigurationAntenna OwnerMountHeight (ft)Antenna CL (ft)Quantity Type ManufacturerModelAzimuthQuantity ManufacturerVerizon Wireless1041022Panel Commscope NNH4-65C-R60/1206Unknown Pipe Mounts on Penthouse WallVerizon Wireless1041031Panel Commscope NNH4-65C-R6260on the same mountsVerizon Wireless104 1033RRU Ericsson 4449 B13/B5on the same mountsVerizon Wireless104 1033RRU Ericsson 8843 B66/B2on the same mountsVerizon Wireless104 103 2OVP Commscope RC2DC-4750-PF-48on the same mountsVerizon Wireless104 103 6OVP Comsmcope RC2DC-1064-PF-48on the same mountsGN 465 And North MeridianGPDDesign Code Used3/19/2019DescriptionGPD Project #: 2018738.76GPD Project #: 2013736.05 Rev. 1In order for the analysis results to be valid for the proposed, existing, and reserved loading in Appendix A, the modifications referenced in the design drawings by GPD (Project #: 2018738.76, dated 3/1/2018) must be installed.Type1CThe information contained in this summary report is not to be used independently from the PE stamped mount analysis.AntennaN/AN/ABuildingN/AMountTIA-222-G, 2012 IBC,Indiana Buidling Code & AISC 360N/AHamilton, IN89 (3-second gust)GPD Project #: 2018738.76II1.00
(6) Pipe Mounts on Penthouse Wall – Structural Evaluation Site Name: GN 465 And North Meridian
3/19/2019
APPENDIX B
Wind Calculations and RISA-3D Output File
BuildingIBC Edition: 2012Topographic Feature: N/A110 ftTIA/EIA Code: GH (Crest Height) = 99999 ft104 ftNominal Wind Speed (No Ice) = 89 mph (3-s gust)L (Slope Distance) = 99999 ft1.00Nominal Wind Speed (With Ice) = 40 mph (3-s gust)x (Distance from Crest) = 99999 ftIIIce Thickness 1 inYesExposure Category CMember Type Length (in)Side (Longest seeing wind) (in)Other Side (in)Calculated Dc, for ice weight (in)Dc, for ice weight (in)Area Type (Round or Flat)KaUser's Wind MultiplierNormal Ice Wind Force (lb/ft)*Ice Weight (lb/ft)*Angle108.0003.536.34.61Flat1.001.004.1018.78Pipe32.0002.3752.3752.38Round1.001.002.1212.66Pipe84.0002.3752.3752.38Round1.001.002.6012.66Pipe48.0000.750.750.75Round1.001.001.848.20Angle48.0002.52.53.54Flat1.001.002.9215.84Angle48.000445.66Flat1.001.003.6521.65Pipe1261.6253.251.63Round1.001.002.7910.60*All forces are unfactored.Loading Elevation (ft) Height (in) Front Width (in) Side Depth (in) Wt (lbs) Type for AreaFront Shielding (%)Side Shielding (%)Ka and/or block shieldingNormal Wind Force (lbs)*Wt (lbs) (no ice)*Normal Wind Force (lbs) (w/ ice)*Wt (lbs) (only ice)*(1) NNH4-65C-R6 (103')1039619.67.8102.1Flat0%0%1.00418.84 102.1096.17487.55(2) NNH4-65C-R6 (102')1029619.67.8102.1Flat0%0%1.00417.98 102.1095.96486.99(3) 4449 B13/B51031813.29.470Flat0%0%1.0048.5870.0013.66106.47(3) 8843 B66/B21031813.211.375Flat0%0%1.0048.5875.0013.66116.31(2) RC2DC-4750-PF-4810325.610.217.226.9Flat0%0%1.0053.4026.9015.13164.80(6) RC2DC-1064-PF-4810320.810.158.214Flat0%0%1.0043.1614.0012.5495.94*All forces are unfactored.Rooftop/Penthouse Mounted?14.3412.849.25Structure Type:Structure Height:Topographic InputsStructure InformationCode SpecificationsThreaded RodsCD Connection PipePipe MountIce OutputMount ComponentsCD Horizontal AngleAlpha Sector AngleNo IceShieldingAppurtenancesBeta Sector AngleAppurtenance Model3.99TIA-222-G: Mount Analysis Wind Loading 1471809 - GN 465 And North Meridian 2018738.76 Rev. 2Horizontal UnistrutNo IceIce OutputNormal Wind Force (lb/ft)*1.844.595.84z (Mount Centerline) =Gh (Mount Gust Effect Factor) = Risk Category:Section Sets
Y
XZ
Envelope Only Solution
P2StdP2StdP2StdP2StdP2StdP2StdP2StdP2StdP 1 0 0 0 TP1000T
SR 3/4
SR 3/4
P 1 0 0 0 TP1000T
SR 3/4
SR 3/4
L3.5X3X4
S R 3 /4
S R 3 /4
S R 3 /4
S R 3 /4
S R 3 /4
S R 3 /4
S R 3 /4
S R 3 /4
L3.5X3X4P2StdP2StdP2Std
P2StdS R 3 /4
S R 3 /4
S R 3 /4
S R 3 /4
S R 3 /4
L 4 X 4 X 4
S R 3 /4
S R 3 /4
S R 3 /4
L 4 X 4 X 4
L 2 .5 x 2 .5 x 8L2.5 x 2 .5 x8L2.5x2.5x8
L2.5x2.5x8
Y
XZ
Envelope Only Solution
-8.09lb/ft
4.67lb/ft
-8.09lb/ft
4.67lb/ft
-8.09lb/ft
4.67lb/ft
-8.09lb/ft
4.67lb/ft
-8.09lb/ft
4.67lb/ft
-8.09lb/ft
4.67lb/ft
-8.09lb/ft
4.67lb/ft-8.09lb/ft
4.67lb/ft
-4.794lb/ft
2.768lb/ft-4.794lb/ft
2.768lb/ft
-1.277lb/ft
.738lb/ft
-1.277lb/ft
.738lb/ft
-4.794lb/ft
2.768lb/ft-4.794lb/ft
2.768lb/ft
-1.277lb/ft
.738lb/ft
-1.277lb/ft
.738lb/ft
-9.934lb/ft
5.736lb/ft
-2.213lb/ft
1.277lb/ft
-2.213lb/ft
1.277lb/ft
-2.213lb/ft
1.277lb/ft
-2.213lb/ft
1.277lb/ft
-2.213lb/ft
1.277lb/ft
-2.213lb/ft
1.277lb/ft
-2.213lb/ft
1.277lb/ft
-2.213lb/ft
1.277lb/ft-9.934lb/ft
5.736lb/ft
-6.363lb/ft
3.674lb/ft
-6.363lb/ft
3.674lb/ft
-6.363lb/ft
3.674lb/ft
-6.363lb/ft
3.674lb/ft
-2.213lb/ft
1.277lb/ft
-2.213lb/ft
1.277lb/ft
-2.213lb/ft
1.277lb/ft
-2.213lb/ft
1.277lb/ft
-2.213lb/ft
1.277lb/ft
-15.405lb/ft
8.894lb/ft
-2.213lb/ft
1.277lb/ft
-2.213lb/ft
1.277lb/ft
-2.213lb/ft
1.277lb/ft
-15.405lb/ft
8.894lb/ft
-11.104lb/ft
6.411lb/ft
-11.104lb/ft
6.411lb/ft
-6.411lb/ft
3.701lb/ft
-6.411lb/ft
3.701lb/ft
-61.26lb
-61.26lb
-251.962lb
145.47lb
-251.962lb
145.47lb
-174lb
-32.28lb-33.6lb
-127.35lb
73.526lb
-86.682lb
50.045lb
-113.901lb
65.76lb
-61.26lb
-61.26lb
-251.962lb
145.47lb
-251.962lb
145.47lb
-174lb
-32.28lb
-33.6lb
-127.35lb
73.526lb
-86.682lb
50.045lb
-113.901lb
65.76lb
-61.26lb
-61.26lb
-157.016lb
90.653lb
-157.016lb
90.653lb
-174lb
-108.95lb
62.902lb-32.28lb
-33.6lb
-86.682lb
50.045lb
-113.901lb
65.76lb
Y
XZ
Loads: LC 12, 1.2 Dead + 1.6 Wind @ 150° - No Ice
Envelope Only Solution
.50.15
NCNC
.15.08.4 1
.15.4 2.15.15.50NCNC
.15
NC
NC
NC
NC.15.50.15.2 8
.2 0
.06
.15.2 8
.2 0
.06
.05.08NC
NC
.09NC
NC
.06
.15.15.06
NC
.15
NC
.05.08.06.2 0
.15.2 0
NCNC
.06
NCNC .06
.15
.03.2 1.05.2 1.05.09.06
.15 NCNC
.15
.06
NC
.15
NC
.05NCNC.09.06
.2 1
.0 6.2 1
.15
.0 6
NC
.06
.01NC
.03.15
NC.05NC
.15
.06
.15
.06
NCNC
.01.03.0 5
.06
.0 5NCNC
.06
.01.06.06.06
.5 6.4 3
.5 8.4 4.1 9
.5 6 .1 8
.4 3.33.5 8
N CNC.33.71.4 4
N C
.71.1 9
N C
.5 6
.25
.66.33.25
.71.1 8
.71.4 3
N CNC
.33.5 8
.25
.29
.25
.29
.71.4 4
.71.1 9
.25
.29
N C.5 6
N C
.25
.29
.66.1 8
N C.4 3
N C.5 8
.29
.66.29
.4 4 N C.1 9
N C
.66.5 6 .1 8
.4 3
.5 8.4 4.1 9
.1 8
.11N C
.3 8
.11.67.3 8
N C
.11.1 8
.3 8.1 8
N C
.67.1 8
N C
.67Y
XZ
Code Check
( Env )
No Calc
> 1.0
.90-1.0
.75-.90
.50-.75
0.-.50
Member Code Checks Displayed (Enveloped)
Envelope Only Solution
.09.09
NCNC
.09.02.1 1
.09.1 1.30.09.09NCNC
.09
NC
NC
NC
NC.30.09.09.0 5
.0 2
.01
.09.0 5
.0 2
.01
.09.02NC
NC
.02NC
NC
.01
.09.30.01
NC
.09
NC
.09.02.01.0 2
.09.0 1
NCNC
.01
NCNC .01
.09
.01.0 1.09.0 1.11.02.01
.09 NCNC
.09
.01
NC
.09
NC
.11NCNC.02.01
.0 1
.0 1.0 1
.09
.0 1
NC
.01
.04NC
.01.09
NC.11NC
.09
.01
.09
.01
NCNC
.04.01.0 1
.01
.0 1NCNC
.01
.04.01.01.01
.0 4.0 6
.0 8.1 3.0 4
.0 4 .0 5
.0 6.09.0 8
N CNC.09.11.1 3
N C
.11.0 4
N C
.0 4
.18
.14.09.18
.11.0 5
.11.0 6
N CNC
.09.0 8
.18
.07
.18
.07
.11.1 3
.11.0 4
.18
.07
N C.0 4
N C
.18
.07
.14.0 5
N C.0 6
N C.0 8
.07
.14.07
.1 3 N C.0 4
N C
.14.0 4 .0 5
.0 6
.0 8.1 3.0 4
.0 5
.03N C
.1 0
.03.13.1 0
N C
.03.0 3
.1 0.0 3
N C
.13.0 3
N C
.13Y
XZ
Shear Check
( Env )
No Calc
> 1.0
.90-1.0
.75-.90
.50-.75
0.-.50
Member Shear Checks Displayed (Enveloped)
Envelope Only Solution
Company : GPD Mar 19, 2019
1:07 PMDesigner : Hlava, Michael
Job Number : 2018738.76 Rev. 1 Checked By:_____
Model Name : 1471809 - GN 465 And North Meridian
Hot Rolled Steel Properties
Label E [ksi] G [ksi] Nu Therm (\1...Density[k/f... Yield[ksi] Ry Fu[ksi] Rt
1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1
2 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2
3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1
4 A500 Gr.B RND 29000 11154 .3 .65 .527 42 1.4 58 1.3
5 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.3
6 A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 60 1.2
7 A1085 29000 11154 .3 .65 .49 50 1.4 65 1.3
8 A615 29000 11154 .3 .65 .49 75 1.5 100 1.2
9 A653 Gr.33 29000 11154 .3 .65 .49 33 1.5 45 1.2
Hot Rolled Steel Section Sets
Label Shape Type Design List Material Design ...A [in2] Iyy [in4]Izz [in4] J [in4]
1 CD Horizontal Angle L3.5X3X4 Beam None A36 Gr.36 Typical 1.58 1.3 1.92 .036
2 CD Connection Pipe P2Std Beam None A53 Gr.B Typical 1.075 .666 .666 1.331
3 Pipe Mount P2Std Beam None A53 Gr.B Typical 1.075 .666 .666 1.331
4 Threaded Rods SR 3/4 Beam None A615 Typical .442 .016 .016 .031
5 Horizontal Unistrut P1000T Beam None A653 Gr.33 Typical 1.105 .917 .469 .007
6 Alpha Sector Angle L2.5x2.5x8 Beam None A36 Gr.36 Typical 2.26 1.22 1.22 .188
7 Beta Sector Angle L4X4X4 Beam None A36 Gr.36 Typical 1.93 3 3 .044
Member Primary Data
Label I Joint J Joint K Joint Rotat... Section/Shape Type Design ... Material Design Rules
1 A_ANT...N47 N49 Pipe Mount Beam None A53 Gr.B Typical
2 A_RRU N102 N104 Pipe Mount Beam None A53 Gr.B Typical
3 B_ANT...N165A N166A Pipe Mount Beam None A53 Gr.B Typical
4 B_RRU N167B N168B Pipe Mount Beam None A53 Gr.B Typical
5 C_ANT...N191 N195 Pipe Mount Beam None A53 Gr.B Typical
6 C_RRU N192 N196 Pipe Mount Beam None A53 Gr.B Typical
7 D_ANT...N194 N198 Pipe Mount Beam None A53 Gr.B Typical
8 D_RRU N193 N197 Pipe Mount Beam None A53 Gr.B Typical
9 M1 N1 N2 Horizontal Unistrut Beam None A653 Gr.33 Typical
10 M2 N3 N4 Horizontal Unistrut Beam None A653 Gr.33 Typical
11 M5 N17 N18 Threaded Rods Beam None A615 Typical
12 M6 N19 N20 Threaded Rods Beam None A615 Typical
13 M13 N17 N19 RIGID None None RIGID Typical
14 M17 N51 N52 Horizontal Unistrut Beam None A653 Gr.33 Typical
15 M18 N53 N54 Horizontal Unistrut Beam None A653 Gr.33 Typical
16 M21 N67 N68 Threaded Rods Beam None A615 Typical
17 M22 N69 N70 Threaded Rods Beam None A615 Typical
18 M29 N67 N69 RIGID None None RIGID Typical
19 M31 N18 N20 RIGID None None RIGID Typical
20 M32 N68 N70 RIGID None None RIGID Typical
21 M37 N106 N105 180 CD Horizontal Angle Beam None A36 Gr.36 Typical
22 M38 N115 N116 Threaded Rods Beam None A615 Typical
23 M39 N117 N118 Threaded Rods Beam None A615 Typical
24 M40 N119 N120 Threaded Rods Beam None A615 Typical
25 M41 N121 N122 Threaded Rods Beam None A615 Typical
26 M42 N123 N124 Threaded Rods Beam None A615 Typical
27 M43 N125 N126 Threaded Rods Beam None A615 Typical
28 M44 N127 N128 Threaded Rods Beam None A615 Typical
29 M45 N129 N130 Threaded Rods Beam None A615 Typical
30 M46 N115 N117 RIGID None None RIGID Typical
31 M47 N119 N121 RIGID None None RIGID Typical
RISA-3D Version 17.0.2 Page 1 [C:\...\...\...\...\...\GN 465 and North Meridian Mount.Loaded.r3d]
Company : GPD Mar 19, 2019
1:07 PMDesigner : Hlava, Michael
Job Number : 2018738.76 Rev. 1 Checked By:_____
Model Name : 1471809 - GN 465 And North Meridian
Member Primary Data (Continued)
Label I Joint J Joint K Joint Rotat... Section/Shape Type Design ... Material Design Rules
32 M48 N123 N125 RIGID None None RIGID Typical
33 M49 N127 N129 RIGID None None RIGID Typical
34 M50 N144 N145 CD Horizontal Angle Beam None A36 Gr.36 Typical
35 M51 N140 N159 CD Connection Pipe Beam None A53 Gr.B Typical
36 M52 N141 N160 CD Connection Pipe Beam None A53 Gr.B Typical
37 M53 N142 N161 CD Connection Pipe Beam None A53 Gr.B Typical
38 M54 N143 N162 CD Connection Pipe Beam None A53 Gr.B Typical
39 M55 N116 N118 RIGID None None RIGID Typical
40 M56 N120 N122 RIGID None None RIGID Typical
41 M57 N124 N126 RIGID None None RIGID Typical
42 M58 N128 N130 RIGID None None RIGID Typical
43 M59 N167 N168 Threaded Rods Beam None A615 Typical
44 M60 N169 N170 Threaded Rods Beam None A615 Typical
45 M61 N171 N172 Threaded Rods Beam None A615 Typical
46 M62 N173 N174 Threaded Rods Beam None A615 Typical
47 M63 N175 N176 Threaded Rods Beam None A615 Typical
48 M63A N153A N154A 90 Beta Sector Angle Beam None A36 Gr.36 Typical
49 M64 N177 N178 Threaded Rods Beam None A615 Typical
50 M64A N153A N155A RIGID None None RIGID Typical
51 M65 N179 N180 Threaded Rods Beam None A615 Typical
52 M65A N154A N156A RIGID None None RIGID Typical
53 M66 N181 N182 Threaded Rods Beam None A615 Typical
54 M66A N159A N160A 90 Beta Sector Angle Beam None A36 Gr.36 Typical
55 M67 N167 N169 RIGID None None RIGID Typical
56 M67A N159A N161A RIGID None None RIGID Typical
57 M68 N171 N173 RIGID None None RIGID Typical
58 M68A N160A N162A RIGID None None RIGID Typical
59 M69 N175 N177 RIGID None None RIGID Typical
60 M70 N168 N170 RIGID None None RIGID Typical
61 M71 N172 N174 RIGID None None RIGID Typical
62 M71A N167A N168A 180 Alpha Sector Angle Beam None A36 Gr.36 Typical
63 M72 N176 N178 RIGID None None RIGID Typical
64 M72A N169A N170A 90 Alpha Sector Angle Beam None A36 Gr.36 Typical
65 M73 N180 N182 RIGID None None RIGID Typical
66 M73A N175A N176A 270 Alpha Sector Angle Beam None A36 Gr.36 Typical
67 M74 N179 N181 RIGID None None RIGID Typical
68 M74A N177A N178A Alpha Sector Angle Beam None A36 Gr.36 Typical
69 M75 N175A N177A RIGID None None RIGID Typical
70 M76 N176A N178A RIGID None None RIGID Typical
Joint Boundary Conditions
Joint Label X [k/in] Y [k/in] Z [k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad]
1 N9 Reaction Reaction Reaction Reaction Reaction Reaction
2 N10 Reaction Reaction Reaction Reaction Reaction Reaction
3 N11 Reaction Reaction Reaction Reaction Reaction Reaction
4 N12 Reaction Reaction Reaction Reaction Reaction Reaction
5 N59 Reaction Reaction Reaction Reaction Reaction Reaction
6 N60 Reaction Reaction Reaction Reaction Reaction Reaction
7 N61 Reaction Reaction Reaction Reaction Reaction Reaction
8 N62 Reaction Reaction Reaction Reaction Reaction Reaction
9 N107
10 N108
11 N109
12 N110
13 N111
RISA-3D Version 17.0.2 Page 2 [C:\...\...\...\...\...\GN 465 and North Meridian Mount.Loaded.r3d]
Company : GPD Mar 19, 2019
1:07 PMDesigner : Hlava, Michael
Job Number : 2018738.76 Rev. 1 Checked By:_____
Model Name : 1471809 - GN 465 And North Meridian
Joint Boundary Conditions (Continued)
Joint Label X [k/in] Y [k/in] Z [k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad]
14 N112
15 N113
16 N114
17 N135 Reaction Reaction Reaction
18 N136 Reaction Reaction Reaction
19 N137 Reaction Reaction Reaction
20 N138 Reaction Reaction Reaction
21 N139 Reaction Reaction Reaction
22 N146 Reaction Reaction Reaction Reaction Reaction Reaction
23 N147 Reaction Reaction Reaction Reaction Reaction Reaction
24 N148 Reaction Reaction Reaction Reaction Reaction Reaction
25 N149 Reaction Reaction Reaction Reaction Reaction Reaction
26 N150 Reaction Reaction Reaction Reaction Reaction Reaction
27 N151 Reaction Reaction Reaction Reaction Reaction Reaction
28 N152 Reaction Reaction Reaction Reaction Reaction Reaction
29 N153 Reaction Reaction Reaction Reaction Reaction Reaction
30 N154
31 N155
32 N156
33 N157
34 N158
35 N171A Reaction Reaction Reaction Reaction Reaction Reaction
36 N172A Reaction Reaction Reaction Reaction Reaction Reaction
37 N173A Reaction Reaction Reaction Reaction Reaction Reaction
38 N174A Reaction Reaction Reaction Reaction Reaction Reaction
39 N157A Reaction Reaction Reaction Reaction Reaction Reaction
40 N158A Reaction Reaction Reaction Reaction Reaction Reaction
41 N163A Reaction Reaction Reaction Reaction Reaction Reaction
42 N164A Reaction Reaction Reaction Reaction Reaction Reaction
Load Combinations
Description Sol...PDelta SR... B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...
1 1.4 Dead Yes Y 1 1.4 0 0 0 0 0 0 0
2 1.2 Dead + 1.6 Wind @ 0° - No Ice Yes Y 1 1.2 2 1.6 0 0 0 0 0 0
3 0.9 Dead + 1.6 Wind @ 0° - No Ice Yes Y 1 .9 2 1.6 0 0 0 0 0 0
4 1.2 Dead + 1.6 Wind @ 30° - No ...Yes Y 1 1.2 3 1.6 0 0 0 0 0 0
5 0.9 Dead + 1.6 Wind @ 30° - No ...Yes Y 1 .9 3 1.6 0 0 0 0 0 0
6 1.2 Dead + 1.6 Wind @ 60° - No ...Yes Y 1 1.2 4 1.6 0 0 0 0 0 0
7 0.9 Dead + 1.6 Wind @ 60° - No ...Yes Y 1 .9 4 1.6 0 0 0 0 0 0
8 1.2 Dead + 1.6 Wind @ 90° - No ...Yes Y 1 1.2 5 1.6 0 0 0 0 0 0
9 0.9 Dead + 1.6 Wind @ 90° - No ...Yes Y 1 .9 5 1.6 0 0 0 0 0 0
10 1.2 Dead + 1.6 Wind @ 120° - N...Yes Y 1 1.2 6 1.6 0 0 0 0 0 0
11 0.9 Dead + 1.6 Wind @ 120° - N...Yes Y 1 .9 6 1.6 0 0 0 0 0 0
12 1.2 Dead + 1.6 Wind @ 150° - N...Yes Y 1 1.2 7 1.6 0 0 0 0 0 0
13 0.9 Dead + 1.6 Wind @ 150° - N...Yes Y 1 .9 7 1.6 0 0 0 0 0 0
14 1.2 Dead + 1.6 Wind @ 180° - N...Yes Y 1 1.2 8 1.6 0 0 0 0 0 0
15 0.9 Dead + 1.6 Wind @ 180° - N...Yes Y 1 .9 8 1.6 0 0 0 0 0 0
16 1.2 Dead + 1.6 Wind @ 210° - N...Yes Y 1 1.2 9 1.6 0 0 0 0 0 0
17 0.9 Dead + 1.6 Wind @ 210° - N...Yes Y 1 .9 9 1.6 0 0 0 0 0 0
18 1.2 Dead + 1.6 Wind @ 240° - N...Yes Y 1 1.2 10 1.6 0 0 0 0 0 0
19 0.9 Dead + 1.6 Wind @ 240° - N...Yes Y 1 .9 10 1.6 0 0 0 0 0 0
20 1.2 Dead + 1.6 Wind @ 270° - N...Yes Y 1 1.2 11 1.6 0 0 0 0 0 0
21 0.9 Dead + 1.6 Wind @ 270° - N...Yes Y 1 .9 11 1.6 0 0 0 0 0 0
22 1.2 Dead + 1.6 Wind @ 300° - N...Yes Y 1 1.2 12 1.6 0 0 0 0 0 0
23 0.9 Dead + 1.6 Wind @ 300° - N...Yes Y 1 .9 12 1.6 0 0 0 0 0 0
RISA-3D Version 17.0.2 Page 3 [C:\...\...\...\...\...\GN 465 and North Meridian Mount.Loaded.r3d]
Company : GPD Mar 19, 2019
1:07 PMDesigner : Hlava, Michael
Job Number : 2018738.76 Rev. 1 Checked By:_____
Model Name : 1471809 - GN 465 And North Meridian
Load Combinations (Continued)
Description Sol...PDelta SR... B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...
24 1.2 Dead + 1.6 Wind @ 330° - N...Yes Y 1 1.2 13 1.6 0 0 0 0 0 0
25 0.9 Dead + 1.6 Wind @ 330° - N...Yes Y 1 .9 13 1.6 0 0 0 0 0 0
26 1.2 Dead + 1.0 Ice Wind @ 0°+ 1...Yes Y 1 1.2 15 1 14 1 1 0 0 0 0
27 1.2 Dead + 1.0 Ice Wind @ 30°+ ...Yes Y 1 1.2 16 1 14 1 1 0 0 0 0
28 1.2 Dead + 1.0 Ice Wind @ 60°+ ...Yes Y 1 1.2 17 1 14 1 1 0 0 0 0
29 1.2 Dead + 1.0 Ice Wind @ 90°+ ...Yes Y 1 1.2 18 1 14 1 1 0 0 0 0
30 1.2 Dead + 1.0 Ice Wind @ 120°...Yes Y 1 1.2 19 1 14 1 1 0 0 0 0
31 1.2 Dead + 1.0 Ice Wind @ 150°...Yes Y 1 1.2 20 1 14 1 1 0 0 0 0
32 1.2 Dead + 1.0 Ice Wind @ 180°...Yes Y 1 1.2 21 1 14 1 1 0 0 0 0
33 1.2 Dead + 1.0 Ice Wind @ 210°...Yes Y 1 1.2 22 1 14 1 1 0 0 0 0
34 1.2 Dead + 1.0 Ice Wind @ 240°...Yes Y 1 1.2 23 1 14 1 1 0 0 0 0
35 1.2 Dead + 1.0 Ice Wind @ 270°...Yes Y 1 1.2 24 1 14 1 1 0 0 0 0
36 1.2 Dead + 1.0 Ice Wind @ 300°...Yes Y 1 1.2 25 1 14 1 1 0 0 0 0
37 1.2 Dead + 1.0 Ice Wind @ 330°...Yes Y 1 1.2 26 1 14 1 1 0 0 0 0
Basic Load Cases
BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distribut... Area(Me...Surface(...
1 Dead DL -1 24
2 No Ice Wind 0 deg None 24 36
3 No Ice Wind 30 deg None 48 88
4 No Ice Wind 60 deg None 48 88
5 No Ice Wind 90 deg None 24 20
6 No Ice Wind 120 deg None 48 88
7 No Ice Wind 150 deg None 48 88
8 No Ice Wind 180 deg None 24 36
9 No Ice Wind 210 deg None 48 88
10 No Ice Wind 240 deg None 48 88
11 No Ice Wind 270 deg None 24 20
12 No Ice Wind 300 deg None 48 88
13 No Ice Wind 330 deg None 48 88
14 Ice Weight None 24 44
15 Ice Wind 0 deg None 24 36
16 Ice Wind 30 deg None 48 88
17 Ice Wind 60 deg None 48 88
18 Ice Wind 90 deg None 24 20
19 Ice Wind 120 deg None 48 88
20 Ice Wind 150 deg None 48 88
21 Ice Wind 180 deg None 24 36
22 Ice Wind 210 deg None 48 88
23 Ice Wind 240 deg None 48 88
24 Ice Wind 270 deg None 24 20
25 Ice Wind 300 deg None 48 88
26 Ice Wind 330 deg None 48 88
Envelope Joint Reactions
Joint X [lb] LC Y [lb] LC Z [lb] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC
1 N9 m...44.656 10 147.278 31 115.219 9 .005 3 .079 4 .001 14
2 min -26.363 23 5.032 25 -115.322 21 -.272 31 -.038 17 0 3
3 N10 m...44.656 18 147.278 33 115.322 9 .272 33 .038 13 .001 14
4 min -26.364 7 5.032 5 -115.219 21 -.005 3 -.079 24 0 3
5 N11 m...36.805 18 152.178 26 81.139 22 .285 26 .037 15 0 15
6 min -18.455 7 8.041 15 -81.14 6 .002 15 -.076 2 -.001 2
7 N12 m...36.805 10 152.178 26 81.14 22 -.002 15 .076 2 0 15
8 min -18.455 23 8.041 15 -81.139 6 -.285 26 -.037 15 -.001 2
RISA-3D Version 17.0.2 Page 4 [C:\...\...\...\...\...\GN 465 and North Meridian Mount.Loaded.r3d]
Company : GPD Mar 19, 2019
1:07 PMDesigner : Hlava, Michael
Job Number : 2018738.76 Rev. 1 Checked By:_____
Model Name : 1471809 - GN 465 And North Meridian
Envelope Joint Reactions (Continued)
Joint X [lb] LC Y [lb] LC Z [lb] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC
9 N59 m...212.698 15 144.613 31 145.307 23 -.017 25 .472 15 0 31
10 min -223.099 2 11.65 25 -145.322 7 -.266 31 -.497 2 0 3
11 N60 m...212.698 15 144.613 33 145.322 23 .266 33 .497 2 0 33
12 min -223.099 2 11.65 5 -145.308 7 .017 5 -.472 15 0 3
13 N61 m...211.696 15 150.809 26 31.543 9 .281 26 .495 2 0 15
14 min -222.261 2 11.889 15 -31.539 21 .011 15 -.47 15 -.001 2
15 N62 m...211.696 15 150.809 26 31.539 9 -.011 15 .47 15 0 15
16 min -222.261 2 11.889 15 -31.543 21 -.281 26 -.495 2 -.001 2
17 N135 m...19.572 12 62.853 32 29.421 18 0 37 0 37 0 37
18 min -19.423 25 3.494 25 -18.789 7 0 1 0 1 0 1
19 N136 m...131.177 12 257.581 35 229.853 18 0 37 0 37 0 37
20 min -130.681 25 -33.117 9 -176.287 7 0 1 0 1 0 1
21 N137 m...86.717 17 179.237 36 181.18 22 0 37 0 37 0 37
22 min -86.926 4 -20.325 11 -127.998 11 0 1 0 1 0 1
23 N138 m...44.208 13 357.761 34 291.758 34 0 37 0 37 0 37
24 min -45.579 24 40.442 7 -24.528 7 0 1 0 1 0 1
25 N139 m...30.602 3 223.062 37 207.596 37 0 37 0 37 0 37
26 min -30.92 15 26.875 13 -27.982 17 0 1 0 1 0 1
27 N146 m...166.911 17 150.835 32 341.507 23 .005 20 .113 10 .052 28
28 min -166.648 5 -25.148 5 -375.105 10 -.005 9 -.101 23 .003 19
29 N147 m...384.491 17 436.38 27 685.432 19 .013 20 .138 23 .032 5
30 min -383.878 5 4.35 17 -774.278 6 -.012 9 -.158 10 -.095 33
31 N148 m...113.206 16 303.92 30 139.564 23 .003 20 .053 6 .063 27
32 min -112.05 5 50.27 21 -251.236 10 -.003 9 -.029 19 -.004 17
33 N149 m...55.613 16 118.88 27 110.232 17 .001 20 .027 17 -.004 19
34 min -55.118 5 .278 17 -144.874 4 -.001 9 -.04 4 -.033 28
35 N150 m...60.908 17 197.621 31 146.725 25 .002 20 .038 31 .055 29
36 min -61.182 4 -24.215 23 -175.151 12 -.002 9 -.027 25 -.005 21
37 N151 m...75.827 17 269.95 29 151.307 17 .003 20 .019 21 .012 23
38 min -76.186 4 -17.193 21 -192.387 4 -.002 9 -.043 29 -.069 31
39 N152 m...60.736 17 136.143 31 84.274 23 .001 20 .018 6 .024 26
40 min -60.862 4 11.095 3 -100.647 10 -.001 9 -.015 19 -.003 15
41 N153 m...28.159 17 53.41 26 48.852 17 0 20 .013 17 -.002 19
42 min -28.213 4 -1.197 15 -54.192 4 0 9 -.015 4 -.016 28
43 N171A m...272.149 32 512.219 31 448.172 18 .15 25 .631 32 .018 15
44 min -164.706 3 -62.716 25 -446.637 11 -1.083 31 -.313 3 -.021 2
45 N172A m...272.149 32 512.219 33 446.637 19 1.083 33 .313 3 .018 15
46 min -164.706 3 -62.716 5 -448.172 10 -.15 5 -.631 32 -.021 2
47 N173A m...152.699 15 498.238 26 44.192 21 1.055 26 .619 26 .018 15
48 min -270.928 2 -21.703 15 -46.314 8 -.086 15 -.285 15 -.022 2
49 N174A m...152.699 15 498.237 26 46.314 20 .086 15 .285 15 .018 15
50 min -270.928 2 -21.703 15 -44.192 9 -1.055 26 -.619 26 -.022 2
51 N157A m...954.194 13 528.785 8 858.045 20 .529 13 1.362 13 .018 13
52 min -954.456 25 -363.973 21 -785.897 9 -.691 24 -1.364 25 -.018 25
53 N158A m...208.017 15 535.664 35 146.348 23 .452 26 .241 3 0 15
54 min -208.02 3 76.152 7 -237.263 10 .076 15 -.241 15 0 3
55 N163A m...324.678 25 528.854 20 129.289 9 .381 9 .432 25 .002 25
56 min -324.416 13 -363.702 9 -216.843 35 -.541 20 -.431 13 -.002 13
57 N164A m...313.6 14 540.937 29 345.904 18 .464 27 .361 2 0 25
58 min -313.597 2 76.401 19 -255.044 7 .012 17 -.361 15 0 12
59 Totals:m...3777.156 14 7657.358 32 3785.988 20
60 min -3777.155 3 1526.963 3 -3785.988 8
RISA-3D Version 17.0.2 Page 5 [C:\...\...\...\...\...\GN 465 and North Meridian Mount.Loaded.r3d]
Company : GPD Mar 19, 2019
1:07 PMDesigner : Hlava, Michael
Job Number : 2018738.76 Rev. 1 Checked By:_____
Model Name : 1471809 - GN 465 And North Meridian
Envelope AISC 14th(360-10): LRFD Steel Code Checks
Member Shape Code CheckLoc[in] LC Shear ... Loc[in] Dir LC phi*Pnc...phi*P... phi*M...phi*M...... Eqn
1 M21 SR 3/4 .707 0 12 .113 17.392 18 1817.541 29820....373 .373 ...H1-1a
2 M22 SR 3/4 .707 0 16 .113 17.392 10 1817.541 29820....373 .373 ...H1-1a
3 B_ANTENNA P2Std .675 39 11 .130 39 24 15814.7...33862...1.998 1.998 ...H1-1b
4 A_ANTENNA P2Std .658 28.8...15 .137 28 16 18904.23 33862...1.998 1.998 ...H1-1b
5 M17 P1000T .581 6.562 14 .083 64.312 y 11 3721.641 32804....884 1.688 ...H1-1b
6 M18 P1000T .564 63 2 .036 44.625 z 2 3721.641 32804....884 1.688 ...H1-1b
7 C_ANTENNA P2Std .504 30 21 .088 30 4 22066.0...33862...1.998 1.998 ...H1-1b
8 M71A L2.5x2.5x8 .441 6.562 31 .135 64.312 z 11 7440.418 73224 1.865 4.392 ...H2-1
9 M72A L2.5x2.5x8 .428 6.562 26 .062 64.312 y 19 7440.418 73224 1.865 4.392 ...H2-1
10 M60 SR 3/4 .418 13.0...5 .108 13.063 16 17512.1...29820....373 .373 ...H1-1b
11 M59 SR 3/4 .413 13.0...4 .108 13.063 4 17512.1...29820....373 .373 ...H1-1b
12 M63A L4X4X4 .384 26.5...12 .101 26.546 y 25 49007.6...62532 3.138 6.715 ...H2-1
13 A_RRU P2Std .331 19.5 14 .093 19.5 16 30424.2...33862...1.998 1.998 ...H1-1b
14 M5 SR 3/4 .287 0 23 .073 0 18 1817.541 29820....373 .373 ...H1-1b
15 M6 SR 3/4 .287 0 7 .073 0 10 1817.541 29820....373 .373 ...H1-1b
16 M38 SR 3/4 .281 13.0...28 .047 13.063 4 17512.1...29820....373 .373 ...H1-1b
17 M39 SR 3/4 .280 13.0...30 .045 0 4 17512.1...29820....373 .373 ...H1-1b
18 M74A L2.5x2.5x8 .252 0 6 .185 17.392 y 10 47193.2...73224 1.865 4.392 ...H2-1
19 M73A L2.5x2.5x8 .252 0 22 .185 17.392 z 18 47193.2...73224 1.865 4.392 ...H2-1
20 M64 SR 3/4 .210 13.0...27 .011 13.063 32 17512.1...29820....373 .373 ...H1-1b
21 M63 SR 3/4 .209 13.0...31 .011 13.063 32 17512.1...29820....373 .373 ...H1-1b
22 M43 SR 3/4 .208 13.0...33 .012 13.063 2 17512.1...29820....373 .373 ...H1-1b
23 M42 SR 3/4 .207 13.0...37 .012 13.063 14 17512.1...29820....373 .373 ...H1-1b
24 M62 SR 3/4 .199 13.0...27 .018 13.063 14 17512.1...29820....373 .373 ...H1-1b
25 M61 SR 3/4 .199 13.0...31 .018 13.063 2 17512.1...29820....373 .373 ...H1-1b
26 M40 SR 3/4 .197 13.0...37 .015 13.063 2 17512.1...29820....373 .373 ...H1-1b
27 M41 SR 3/4 .197 13.0...33 .015 13.063 14 17512.1...29820....373 .373 ...H1-1b
28 M2 P1000T .187 119....27 .036 101.0...y 26 3721.641 32804...1.93 1.688 ...H1-1b
29 M66A L4X4X4 .179 26.5...20 .028 26.546 z 18 49007.6...62532 3.138 6.715 ...H2-1
30 M1 P1000T .176 6.562 31 .048 64.312 y 11 3721.641 32804....884 1.688 ...H1-1b
31 M50 L3.5X3X4 .152 12.3...4 .089 15.75 z 6 12068.9...51192 1.864 4.271 ...H2-1
32 M51 P2Std .148 28 4 .300 32 4 31115.6...33862...1.998 1.998 ...H3-6
33 B_RRU P2Std .112 39 30 .026 15 16 15814.7...33862...1.998 1.998 ...H1-1b
34 D_RRU P2Std .086 30 29 .024 6 24 22066.0...33862...1.998 1.998 ...H1-1b
35 C_RRU P2Std .082 30 29 .023 30 4 22066.0...33862...1.998 1.998 ...H1-1b
36 M37 L3.5X3X4 .063 38.25 24 .015 30.375 z 18 12068.9...51192 1.864 4.052 ...H2-1
37 M66 SR 3/4 .055 13.0...14 .012 13.063 14 17512.1...29820....373 .373 ...H1-1b
38 M65 SR 3/4 .055 13.0...2 .013 13.063 2 17512.1...29820....373 .373 ...H1-1b
39 M44 SR 3/4 .049 13.0...26 .007 13.063 2 17512.1...29820....373 .373 ...H1-1b
40 M45 SR 3/4 .049 13.0...32 .007 13.063 14 17512.1...29820....373 .373 ...H1-1b
41 M53 P2Std .049 28 29 .114 0 14 31115.6...33862...1.998 1.998 ...H1-1b
42 M52 P2Std .047 28 29 .093 32 14 31115.6...33862...1.998 1.998 ...H1-1b
43 D_ANTENNA P2Std .031 30 8 .010 30 2 22066.0...33862...1.998 1.998 1 H1-1b
44 M54 P2Std .014 28 35 .039 32 14 31115.6...33862...1.998 1.998 ...H1-1b
RISA-3D Version 17.0.2 Page 6 [C:\...\...\...\...\...\GN 465 and North Meridian Mount.Loaded.r3d]
(6) Pipe Mounts on Penthouse Wall – Structural Evaluation Site Name: GN 465 And North Meridian
3/19/2019
APPENDIX C
Modification Drawings
3/1/18JOB NO.ISSUED FOR:PERMITRECORDCONSTRUCTIONBIDREV.DATE DESCRIPTION
APPROVED BYPROJECT MANAGERDESIGNERENGINEERCJSGN 465 & NORTH MERIDIAN
201 WEST 103RD STREET
INDIANAPOLIS, IN 46290BAB
TJWCB2018738.76GN 465 & NORTH MERIDIAN
0 3/1/18 INITIAL RELEASE
N-01520 South Main StreetAkron, Ohio 44311330.572.2100Fax 330.572.2102PROJECT NOTES
3/1/2018---GENERAL NOTES1.THESE MODIFICATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE GOVERNINGPROVISIONS OF TIA/EIA-222, AWS, ANSI TIA-322, AND AISC. MATERIALS, FABRICATION,INSTALLATION, AND ALL OTHER SERVICES PROVIDED BY THE CONTRACTOR SHALL CONFORM TOTHE ABOVE MENTIONED CODES AND THE CONTRACT SPECIFICATIONS.2.ALL MATERIAL SPECIFIED FOR THIS PROJECT MUST BE NEW AND FREE OF ANY DEFECTS. ANYMATERIAL SUBSTITUTIONS, INCLUDING BUT NOT LIMITED TO ALTERED SIZES AND/OR STRENGTHS,MUST BE APPROVED BY THE OWNER AND ENGINEER IN WRITING. CONTRACTOR SHALL PROVIDEDOCUMENTATION TO ENGINEER FOR DETERMINING IF SUBSTITUTE IS SUITABLE FOR USE ANDMEETS THE ORIGINAL DESIGN CRITERIA. DIFFERENCES FROM THE ORIGINAL DESIGN, INCLUDINGMAINTENANCE, REPAIR AND REPLACEMENT, SHALL BE NOTED. ESTIMATES OF COSTS/CREDITSASSOCIATED WITH THE SUBSTITUTION (INCLUDING RE-DESIGN COSTS AND COSTS TOSUB-CONTRACTORS) SHALL BE PROVIDED TO THE ENGINEER.3.ALL CONTRACTORS AND LOWER TIER CONTRACTORS MUST ACKNOWLEDGE IN WRITING TOTOWER OWNER THAT THEY HAVE OBTAINED, UNDERSTAND, AND WILL FOLLOW TOWER OWNERSTANDARDS OF PRACTICE, CONSTRUCTION GUIDELINES, ALL SITE AND TOWER SAFETYPROCEDURES, ALL PRODUCT LIMITATIONS AND INSTALLATION PROCEDURES USED ON SITE, ANDPROPOSED INSTALLATION DESCRIBED PRIOR TO BEGINNING CONSTRUCTION OR CLIMBING.4.IT IS ASSUMED THAT ANY STRUCTURAL MODIFICATION WORK SPECIFIED ON THESE PLANS WILL BEACCOMPLISHED BY KNOWLEDGEABLE WORKMEN WITH TOWER CONSTRUCTION EXPERIENCE. THIS INCLUDES PROVIDING THE NECESSARY CERTIFICATIONS TO THE TOWER OWNER ANDENGINEER.5.THESE DRAWINGS DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALLSUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTIONMETHODS, MEANS, TECHNIQUES, SEQUENCES, AND PROCEDURES.6.CONSTRUCTION WORK PRESENTS UNIQUE THREATS TO HEALTH AND SAFETY. THE CONTRACTORIS RESPONSIBLE TO EDUCATE THEIR WORK FORCE OF THESE DANGERS AND LIMIT THEIREXPOSURE TO HAZARDS. THIS EDUCATION SHALL INCLUDE BUT NOT BE LIMITED TO APPLICABLETRAINING COURSES AND CERTIFICATIONS, PROPER PERSONAL PROTECTIVE EQUIPMENT USAGE,DAILY TAILGATE MEETINGS AND ANY OTHER PREVENTATIVE MEASURES WHICH MAY BEREASONABLY EXPECTED. THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL BERESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND ANY PROPERTYOCCUPANTS WHO MAY BE AFFECTED BY THE WORK UNDER CONTRACT. THE CONTRACTOR SHALLREVIEW ALL LANDOWNER, PRIME CONTRACTOR, CARRIER, OSHA, AND LOCAL SAFETY GUIDELINESAND AT ALL TIMES SHALL CONFORM TO THE MOST RESTRICTIVE OF THESE STANDARDS TOENSURE A SAFE WORKPLACE.7.TOWER WORK PRESENTS ADDITIONAL THREATS TO HEALTH AND SAFETY. ALL TOWER WORKERSWORKING ON A TOWER MUST BE ADEQUATELY TRAINED AND MONITORED TO ENSURE THAT SAFEWORK PRACTICES ARE LEARNED AND FOLLOWED. AS REQUIRED BY OSHA, WHEN WORKING ONEXISTING COMMUNICATION TOWERS, EMPLOYEES MUST BE PROVIDED WITH APPROPRIATE FALLPROTECTION, TRAINED TO USE THIS FALL PROTECTION PROPERLY, AND THE USE OF FALLPROTECTION MUST BE CONSISTENTLY SUPERVISED AND ENFORCED BY THE CONTRACTOR.8.ALL SAFETY EQUIPMENT SHALL BE INSPECTED ACCORDING TO ALL OSHA AND INDUSTRYSCHEDULED INTERVALS AND ALL INSPECTIONS SHALL BE DOCUMENTED PER APPLICABLE CODESAND STANDARDS.9.CONTRACTOR IS RESPONSIBLE FOR TEMPORARILY REMOVING ALL COAX, T-BRACKETS, ANTENNAMOUNTS, AND ANY OTHER TOWER APPURTENANCE THAT MAY INTERFERE WITH THE TOWERMODIFICATIONS. ALL TOWER APPURTENANCES MUST BE REPLACED AND/OR RESTORED TO ITSORIGINAL LOCATION. SOME ATTACHMENTS MAY REQUIRE CUSTOM MODIFICATIONS TO PROPERLYFIT THE MODIFIED REGION OF THE STRUCTURE. THESE CUSTOMIZATIONS ARE DESIGNED BYOTHERS AND MUST BE APPROVED BY THE ENGINEER PRIOR TO REMOVING SUCH ATTACHMENTS.ANY CARRIER DOWNTIME MUST BE COORDINATED WITH THE TOWER OWNER IN WRITING.10.CONTRACTOR SHALL ONLY WORK WITHIN THE LIMITS OF THE TOWER OWNER'S PROPERTY ORLEASE AREA AND APPROVED EASEMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOVERIFY WORK IS WITHIN THESE BOUNDARIES. CONTRACTOR SHALL EMPLOY A SURVEYOR ASREQUIRED. ANY WORK OUTSIDE THESE BOUNDARIES SHALL BE APPROVED IN WRITING BY THELAND OWNER PRIOR TO MOBILIZATION. CONSTRUCTION STAKING AND BOUNDARY MARKING IS THERESPONSIBILITY OF THE CONTRACTOR.11.WORK SHALL ONLY BE PERFORMED DURING CALM DRY DAYS (WINDS LESS THAN 10-MPH).CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY LOCAL TOWER SHORING, TEMPORARYGLOBAL TOWER SHORING, AND ALL SHORING OF SURROUNDING BUILDINGS, PADS, AND OTHEROUTDOOR SITE OBSTRUCTIONS. ALL SHORING, TEMPORARY BRACING, AND TEMPORARYSUPPORTS ARE THE RESPONSIBILITY OF THE CONTRACTOR.12.ABSOLUTELY NO WELDING, TORCH CUTTING, OR OPEN FLAME OF ANY TYPE IS PERMITTED ON THISSTRUCTURE AND ON THIS CONSTRUCTION SITE UNLESS DIRECTLY SPECIFIED WITHIN THESEDRAWINGS.13.VERIFY IF THIS STRUCTURE IS AN FM TOWER AND TAKE NECESSARY ACTIONS TO PROVIDE SAFEWORKING CONDITIONS INCLUDING, BUT NOT LIMITED TO, HAVING FM SIGNAL TURNED OFF.CONTRACTOR SHALL HAVE PROPER RADMAN FOR NOTIFICATION OF EXCESSIVE RF EXPOSUREFOR ALL INDIVIDUALS WORKING ON SITE IF FM ANTENNAS ARE PRESENT.14.ALL MANUFACTURERS HARDWARE AND ASSEMBLY INSTRUCTIONS SHALL BE FOLLOWED EXACTLY.DEVIATION FROM THE INSTRUCTIONS IS UNACCEPTABLE AND REQUIRES WRITTEN APPROVALFROM ENGINEER.15.DO NOT SCALE DRAWINGS.16.THE CLIMBING FACILITIES, SAFETY CLIMB AND ALL ASSOCIATED HARDWARE SHALL NOT BEIMPEDED OR MODIFIED WITHOUT THE WRITTEN CONSENT OF GPD GROUP.17.QUALIFIED ENGINEERING SERVICES ARE AVAILABLE FROM GPD TO ASSIST CONTRACTORS INCLASS IV RIGGING PLAN REVIEWS. FOR REQUESTING QUALIFIED ENGINEERING SERVICES PLEASECONTACT GPD AT GPDMODS@GPDGROUP.COM.INSPECTION NOTES1.ALL INSPECTION REQUIREMENTS SET FORTH IN THIS DESIGN PACKAGE, AS SEEN ON SHEET MI-01,SHALL BE FOLLOWED WHERE APPLICABLE. COORDINATION OF THESE INSPECTIONS IS THERESPONSIBILITY OF THE CONTRACTOR. ADDITIONALLY, COLLECTION OF CLOSEOUT DOCUMENTS,APPLICABLE PHOTOS, AND OTHER PERTINENT INFORMATION IS THE RESPONSIBILITY OF THECONTRACTOR AND SHALL BE SUPPLIED TO THE INSPECTION COMPANY UPON REQUEST.2.ANY INSPECTION WHICH IS PERFORMED SHALL BE DONE TO CONFIRM INSTALLATIONCONFIGURATION AND WORKMANSHIP ONLY AND IS NOT A REVIEW OF THE DESIGN ITSELF. THEINSPECTOR DOES NOT TAKE OWNERSHIP OF THE DESIGN'S EFFECTIVENESS OR INTENT.3.DEVIATIONS FROM THE DESIGN DRAWINGS DISCOVERED DURING THE INSPECTION PROCESSSHALL BE COMMUNICATED TO GPD FOR APPROVAL.4.INSTALLATION OF THE REINFORCEMENT SPECIFIED IN THIS DESIGN PACKAGE WITHOUT PROPERINSPECTION IS DONE AT THE RISK OF THE CONTRACTOR. GPD TAKES NO RESPONSIBILITY FORTHE EFFECTIVENESS OF THE REINFORCEMENT IN THE CASE THAT INSPECTIONS ARE NOTPERFORMED AS DESCRIBED ABOVE.STRUCTURAL STEEL NOTES1.ALL NEW STEEL SHALL BE HOT-DIPPED GALVANIZED PER ASTM A123, ASTM A153/A153M, OR ASTMA653 G90, AS APPLICABLE FOR FULL WEATHER PROTECTION. FOR HIGH STRENGTH STEELFASTENERS WHERE HOT-DIPPED GALVANIZING IS NOT PERMITTED MAGNI 565 COATING (ORENGINEER APPROVED EQUIVALENT) SHALL BE USED. IN ADDITION ALL NEW STEEL SHALL BEPAINTED TO MATCH EXISTING TOWER STEEL. CONTRACTOR SHALL OBTAIN WRITTEN PERMISSIONTO PROTECT STEEL BY ANY OTHER MEANS.2.ALL EXISTING PAINTED/GALVANIZED SURFACES DAMAGED DURING REHAB SHALL BE WIREBRUSHED CLEAN, REPAIRED BY COLD GALVANIZING BRUSH APPLIED PAINT (ZRC OR EQUAL), ANDREPAINTED TO MATCH THE EXISTING FINISH (IF APPLICABLE).3.ALL STRUCTURAL STEEL SHALL CONFORM TO THE LISTED REQUIREMENTS U.N.O. IN THESEDRAWINGS:ANGLEASTM A36BOLTSASTM A325NUTSASTM A563 GRADE DHWASHERSASTM F436LOCKING DEVICESPLIT WASHER/PAL-NUTALL THREAD RODASTM A3254.ALL BOLT ASSEMBLIES FOR STRUCTURAL MEMBERS REPRESENTED IN THIS DRAWING REQUIRELOCKING DEVICES TO BE INSTALLED IN ACCORDANCE WITH THE GOVERNING PROVISIONS OFTIA/EIA-222 REQUIREMENTS.5.ALL BOLTS, INCLUDING U-BOLTS, SHALL BE TIGHTENED IN ACCORDANCE WITH AISC "SNUG TIGHT"REQUIREMENTS, U.N.O.6.ALL SUBSTITUTES PROPOSED BY THE CONTRACTOR SHALL BE APPROVED IN WRITING BY THEENGINEER. CONTRACTOR SHALL PROVIDE DOCUMENTATION TO ENGINEER FOR DETERMINING IFSUBSTITUTE IS SUITABLE FOR USE AND MEETS THE ORIGINAL DESIGN CRITERIA. DIFFERENCESFROM THE ORIGINAL DESIGN, INCLUDING MAINTENANCE, REPAIR AND REPLACEMENT, SHALL BENOTED. ESTIMATES OF COSTS/CREDITS ASSOCIATED WITH THE SUBSTITUTION (INCLUDINGRE-DESIGN COSTS AND COSTS TO SUB-CONTRACTORS) SHALL BE PROVIDED TO THE ENGINEER.CONTRACTOR SHALL PROVIDE ADDITIONAL DOCUMENTATION AND/OR SPECIFICATIONS TO THEENGINEER AS REQUESTED.7.STRUCTURAL STEEL SHOP DRAWINGS SHALL BE PROVIDED TO ENGINEER FOR APPROVAL PRIORTO FABRICATION.8.UNLESS NOTED OTHERWISE, ALL NEW MEMBERS SHALL MAINTAIN THE EXISTING MEMBER WORKLINES AND NOT INTRODUCE ECCENTRICITIES INTO THE STRUCTURE9.FOR ALL SHOP WELDING, USE E70XX ELECTRODES FOR SMAW PROCESS AND E7XT-XXELECTRODES FOR FCAW PROCESS, UNO.ALLOWABLE ANGLE COPEL
1.5xLMAX.BOLT HOLEDO NOT COPEBEYOND THIS LINECOPEDANGLECOPEDANGLELEG4WORKABLE GAGES3-1/232-1/221-3/4G2-1/221-3/41-3/81-1/81"G"-DIMENSIONS GIVEN IN INCHES-MATCH EXISTING WHEN APPLICABLE1.ALL DIMENSIONS REPRESENTED IN THE ABOVE TABLES ARE AISC MINIMUMREQUIREMENTS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN FIELD ANDNOTIFY ENGINEER IF DISTANCES ARE LESS THAN THOSE PROVIDED.2.THE DIMENSIONS PROVIDED ARE MINIMUM REQUIREMENTS. ACTUAL DIMENSIONSOF PROPOSED MEMBERS WITHIN THESE DRAWINGS MAY VARY FROM THE AISCMINIMUM REQUIREMENTS.-DIMENSIONS GIVEN IN INCHESBOLTDIAMETERSTANDARDHOLEBOLT SCHEDULE9/1611/1613/161/23/41-1/1615/16SHORTSLOT9/16x11/1611/16x7/813/16x11-1/16x1-5/1615/16x1-1/8MIN. EDGEDISTANCE5/87/81SPACING7/81-1/81-1/41-3/41-1/21-1/21-7/82-1/432-5/8SPACINGEDGEDISTANCE-SHORT SLOT HOLES SHALL ONLY BE USED WHEN DEPICTED ON THE PLANS
ELEVATIONEXISTING MEMBERMODIFICATION SCHEDULENEW MEMBERNOTES-103'-9"±INSTALL NEW ANGLE MEMBER BRACING BETWEEN THEEXISTING MOUNT PIPES AND EXISTING STRUCTURE.L2-1/2x2-1/2x1/2MEMBER TYPEHORIZONTALSREFERENCE DETAIL1/S-01JOB NO.ISSUED FOR:PERMITRECORDCONSTRUCTIONBIDREV.DATE DESCRIPTION
APPROVED BYPROJECT MANAGERDESIGNERENGINEERCJSGN 465 & NORTH MERIDIAN
201 WEST 103RD STREET
INDIANAPOLIS, IN 46290BAB
TJWCB2018738.76GN 465 & NORTH MERIDIAN
0 3/1/18 INITIAL RELEASE
S-01520 South Main StreetAkron, Ohio 44311330.572.2100Fax 330.572.2102MODIFICATION SCHEDULE
& DETAILS3/1/2018---3/1/18S-01SCALE: 1/2" = 1'-0"ALPHA SECTOR ELEVATION1S-01SCALE: 3/8" = 1'-0"SECTIONAAS-01EXISTING METAL SIDINGEXISTING OVERHEADFRAMING (TYP.)EXISTING THREADED RODCONNECTIONS (TYP. OF 4)EXISTING MOUNT PIPEEXISTING MOUNT PIPEEXISTING CHANNELCOLUMNEXISTING WALL CLADDINGSUPPORT FRAMING (TYP.)EXISTING GRANITEWALL CLADDING9"INSTALL NEW ANGLEBRACING TO THEEXISTING PIPE MOUNTSAND CHANNEL COLUMNSNEW 3/4"Ø THREADED RODCONNECTIONS (TYP. OF 8)F.V. REQUIRED LENGTHNEW 3/4"Ø BOLTASSEMBLY (TYP. OF 4)EXISTING MOUNT PIPEEXISTING MOUNT PIPENEW 3/4"Ø THREADED RODCONNECTIONS (TYP. OF 8)F.V. REQUIRED LENGTHNEW 3/4"Ø BOLT ASSEMBLY(TYP. OF 4)4'-0"±
(F.V.)10'-6"±(F.V.)1'-8 3/4"1 1/4"TYP.DRILL 13/16"Ø HOLESFOR ALL NEW BOLTSAND THREADED RODSS-013S-01SCALE: 2" = 1'DETAIL31 1/4"
TYP.
3 1/2"±
TYP.EXISTING MOUNT PIPENEW 3/4"Ø THREADED RODCONNECTIONS (TYP. OF 8)F.V. REQUIRED LENGTHINSTALL NEW ANGLEBRACING TO THEEXISTING PIPE MOUNTSAND CHANNEL COLUMNSNEW ANGLE BRACINGS-012S-01SCALE: 2" = 1'DETAIL23 1/2"F.V.EXISTING THREADED RODCONNECTIONS (TYP. OF 4)NEW ANGLE BRACINGEXISTING CHANNELCOLUMNNEW 3/4"Ø THREADEDROD CONNECTIONS (TYP.OF 8) F.V. REQUIREDLENGTH4 1/8"±F.V.
JOB NO.ISSUED FOR:PERMITRECORDCONSTRUCTIONBIDREV.DATE DESCRIPTION
APPROVED BYPROJECT MANAGERDESIGNERENGINEERCJSGN 465 & NORTH MERIDIAN
201 WEST 103RD STREET
INDIANAPOLIS, IN 46290BAB
TJWCB2018738.76GN 465 & NORTH MERIDIAN
0 3/1/18 INITIAL RELEASE
MI-01520 South Main StreetAkron, Ohio 44311330.572.2100Fax 330.572.2102MODIFICATION INSPECTION
CHECKLIST3/1/2018---3/1/18STANDARD MODIFICATION DOCUMENTATION REQUIREMENTSCONSTRUCTION PROCESSREPORT ITEMPACKING SLIPSCERTIFICATE OF CONFORMANCEMATERIAL TEST REPORT (CUSTOM ORDERED ORFABRICATED HARDWARE ONLY)STAMPED REPORTREQUIREDMODIFICATION INSPECTION NOTES:GENERAL NOTES1.THE MODIFICATION INSPECTION IS A VISUAL INSPECTION OF TOWER MODIFICATIONS AND A REVIEW OF CONSTRUCTIONDOCUMENTS AND OTHER REPORTS TO ENSURE THE INSTALLATION WAS CONSTRUCTED IN ACCORDANCE WITH THE CONTRACTDOCUMENTS, NAMELY THE MODIFICATION DRAWINGS, AS DESIGNED BY THE ENGINEER OF RECORD.2.THE MODIFICATION INSPECTION IS TO CONFIRM INSTALLATION CONFIGURATION AND WORKMANSHIP ONLY AND IS NOT A REVIEWOF THE MODIFICATION DESIGN ITSELF, NOR DOES THE MODIFICATION INSPECTOR TAKE OWNERSHIP OF THE MODIFICATIONDESIGN. OWNERSHIP OF THE STRUCTURAL MODIFICATION DESIGN EFFECTIVENESS AND INTENT RESIDES WITH THE ENGINEEROF RECORD AT ALL TIMES.MODIFICATION INSPECTOR1.THE MODIFICATION INSPECTOR IS RESPONSIBLE FOR COLLECTING ALL GENERAL CONTRACTOR (GC) INSPECTION AND TESTREPORTS, REVIEWING THE DOCUMENTS FOR ADHERENCE TO THE CONTRACT DOCUMENTS, REVIEWING PHOTOS TAKEN BY THEGC (BEFORE, DURING, AND AFTER INSTALLATION), AND SUBMITTING THE MODIFICATION INSPECTION REPORT.GENERAL CONTRACTOR1.THE GC IS RESPONSIBLE FOR THE INSTALLATION OF MODIFICATIONS IN ACCORDANCE WITH THE DESIGN DRAWINGS, OBTAININGALL RELEVANT DOCUMENTATION FROM SUPPLIERS, DOCUMENTING PHOTOS, AS WELL AS PERFORMING AND RECORDINGAPPLICABLE TESTS IN ACCORDANCE WITH THE REQUIREMENTS OF THE MODIFICATION INSPECTION CHECKLIST..FAILING INSPECTION CORRECTIONS1.IF THE MODIFICATION INSTALLATION WOULD FAIL THE MODIFICATION INSPECTION (“FAILED MODIFICATION INSPECTION"), THE GCSHALL WORK WITH MODIFICATION INSPECTOR TO COORDINATE A REMEDIATION PLAN IN ONE OF TWO WAYS:-CORRECT FAILING ISSUES TO COMPLY WITH THE SPECIFICATIONS CONTAINED IN THE ORIGINAL CONTRACT DOCUMENTS ANDCOORDINATE A SUPPLEMENT MODIFICATION INSPECTION.-OR THE GC MAY WORK WITH THE ENGINEER OF RECORD TO RE-ANALYZE THE MODIFICATION/REINFORCEMENT USING THEAS-BUILT CONDITION.NOTE: X DENOTES A DOCUMENT NEEDED FOR THE MODIFICATION INSPECTION REPORT. - DENOTES A DOCUMENT THAT IS NOT REQUIRED FOR THE MODIFICATION INSPECTION REPORT.CONSTRUCTION PROCESSREPORT ITEMNDT - ALL FULL PEN OR WELDS >5/16"AWSWELDER'S CERTIFICATIONS3RD PARTY CERTIFIED WELD INSPECTORS REPORTFABRICATOR CERTIFIED WELD INSPECTIONWELDING REQUIREMENTS (CUSTOM FABRICATION OR ON-SITE WELDING ONLY)BEFOREAFTERSTAMPED REPORTREQUIREDON SITE COLD GALVANIZING VERIFICATION (IFAPPLICABLE, SEE STRUCTURAL STEEL NOTE #2)GC AS-BUILT DRAWINGSNOTESAWSAWSAWSNOTESX-X-X--XNOT REQUIRED FOR PRE-ENGINEERED KITS, PARTS, OR ASSEMBLIES FROMREPUTABLE SUPPLIERS.APPLICABLE FOR ON-SITE WELDING ONLY.BEFOREAFTERXXX-----XXALL DEVIATIONS TO THE DRAWINGS THAT WERE FOUND MUST BE CLEARLYMARKED AND APPROVED BY THE EOR.ANY DAMAGE TO THE TOWER SHALL BE REPAIRED IN ACCORDANCE WITHSTRUCTURAL STEEL NOTE #2ALL HARDWARE NOT SPECIFICALLY PROVIDED AS A PRE-ENGINEERED KIT, PART,OR ASSEMBLY SHALL REQUIRE MTR'S TO VERIFY ACCEPTABILITY.ALL PRE-ENGINEERED KITS, PARTS, OR ASSEMBLIES PURCHASED FROMREPUTABLE SUPPLIERS SHALL HAVE A SITE SPECIFIC CERTIFICATE OFCONFORMANCE PROVIDED TO CONFIRM ACCEPTABILITY.ANY RECEIPT OF PURCHASE FOR THE MODIFICATION MATERIALS IS ACCEPTABLE.CONSTRUCTION PROCESSREPORT ITEMEXISTING MOUNT(S)MEMBER SIZESCONNECTION HARDWAREHARDWARE PRIOR TO INSTALLATION.PHOTO DOCUMENTATION REQUIREMENTSBEFOREAFTERNOTESX-X--X-XPHOTO OF ALL 3 SECTORS (WHERE APPLICABLE) PRIOR TO MOD INSTALLATION.BOLT SIZE (VIA CALIPERS), FIT-UP, LOCKING MECHANISMS, AND TIGHTNESS SHALL ALL BEVERIFIED AND DOCUMENTED.PHOTO OF ALL HARDWARE BEFORE BEING INSTALLED ON THE MOUNT(S).NEW MEMBERS SHALL BE VERIFIED WITH TAPE MEASURE, CALIPERS, THICKNESS GAUGE, OROTHER INDUSTRY STANDARD EQUIPMENT.CRITICAL DIMENSIONS-XALL DIMENSIONING SPECIFICALLY CALLED OUT IN THE MOD DRAWING PACKAGE SHALL BEVERIFIED WITH THE TAPE MEASURE. THIS INCLUDES MEMBER LENGTHS, HORIZONTAL AND/ORVERTICAL OFFSETS, SPACING REQUIREMENTS, ETC.FINAL INSTALLED CONFIGURATION-XALL THREE (3) SECTORS (WHERE APPLICABLE) SHALL HAVE PHOTOS PROVIDED OF THEOVERALL MODIFIED CONFIGURATION TO CONFIRM THE LAYOUT IS ACCEPTABLE AS DESIGNED.-----