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20191055 Verizon Antennae Upgrade Structural Analysis Report
FRUITERS CO Ft P O IP Ae T t O N This report was prepared for At e r itar Tower Corporation by TOWER ENGIf E:E:RIlelG 0.0 `'"Purr PROFESSIONALS 4�� Structural Analysis Report Structure : 105 ft Monopine ATC Site Name : Saratoga Springs NY, NY ATC Site Number : 283534 Engineering Number : 12626073_C3_01 Proposed Carrier : Verizon Wireless Carrier Site Name : Loughberrylake Carrier Site Number : 15323085-EM Site Location : 84 Weibel Avenue Saratoga Springs, NY 12866-5610 43.096100,-73.741700 County : Saratoga Date : January 16, 2019 Max Usage : 70% Result : Pass , 4:- ti Prepared By: Reviewed By: e Bobby L. McCarn -- , TEP _ .„ tk41'ci • --- • 086259 .- • Tower Engineering Professionals,Inc.-326 Tryon Road-Raleigh,NC 27603-919-661-6351 Office-919-661-6350 Fax-www.tepgroup.net Eng. Number 12626073_C3_01 January 16, 2019 ti y TUER Table of Contents Introduction 1 Supporting Documents 1 Analysis 1 Conclusion 1 Existing and Reserved Equipment 2 Equipment to be Removed 2 Proposed Equipment 2 Structure Usages 3 Foundations 3 Deflection,Twist, and Sway 3 Standard Conditions 4 Calculations Attached Tower Engineering Professionals,Inc.-326 Tryon Road-Raleigh,NC 27603-919-661-6351 Office-919-661-6350 Fax-www.tepgroup.net Eng. Number 12626073_C3_01 January 16, 2019 Page 1 TOWER kt: CHMNEC!ZING Introduction The purpose of this report is to summarize results of a structural analysis performed on the 105 ft monopine to reflect the change in loading by VERIZON WIRELESS. Supporting Documents Tower Drawings Nello Corporation Drawing#206012,dated August 27,2013 Foundation Drawing Nello Corporation Drawing#206013,dated July 19,2013 Geotechnical Report Daniel G Loucks File#2569,dated March 2013 Inspection TIA Inspection by Tower Engineering Professionals,dated May 17,2018 Analysis The tower was analyzed using American Tower Corporation's tower analysis software.This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed: 90 mph (3-Second Gust,Vasd)/115 mph(3-Second Gust,Vult) Basic Wind Speed w/Ice: 40 mph (3-Second Gust)w/3/4" radial ice concurrent Code: ANSI/TIA-222-G/2015 IBC Structure Class: II Exposure Category: C Topographic Category: 1 Spectral Response: Ss=0.21,S1=0.08 Site Class: D-Stiff Soil Conclusion Based on the analysis results,the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. Tower Engineering Professionals,Inc.-326 Tryon Road-Raleigh,NC 27603-919-661-6351 Office-919-661-6350 Fax-www.tepgroup.net r Eng. Number 12626073_C3_01 January 16, 2019 R Page 2 L T o vE ENGINE CIF Existing and Reserved Equipment Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount RAD 100.0 100.0 1 Raycap RRFDC-3315-PF-48(32Ibs) Sector Frames - Verizon 1 Raycap DC6-48-60-18-8F 12 Ericsson RRU11 (3)3"conduit 93.0 93.0 3 Andrew SBNH-1D6565C Sector Frames (6)0.78"8 AWG 6 AT&T Mobility (1)0.39"Fiber Trunk 6 Andrew SBNH-1D8585C 80.0 3 Ericsson Radio 4449 B12 B71 1 Symmetricom 58532A (6)7/8"Coax y 80.0 Sector Frames (2)1.31"Hybrid T-Mobile 79.0 6 Ericsson AIR 21 (1)1/2"Coax 3 RFS APXVAARR24 43-U-NA20 Equipment to be Removed Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount RAD 2 CSS X7C-FRO-860-VRO 4 CSS X7C-865-VRO 100.0 100.0 6 CSS QAP 660-VRO _ (2)1.25"Hybrid Verizon 3 Alcatel-Lucent RRH2X40-AWS 1700/2100 MHZ(B4) 3 Alcatel-Lucent RRH2x40-07-U Proposed Equipment Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount RAD 3 Samsung 700/850MHz Dual Band RRH 3 Samsung PCS+AWS Dual Band RRH 100.0 100.0 1 Raycap RRFDC-3315-PF-48(32Ibs) Sector Frames (2)1 5/8"Fiber Verizon 4 JMA Wireless MX06FIT865-02 2 JMA Wireless MX06FRO860-02 'Mount elevation is defined as height above bottom of steel structure to the bottom of mount,RAD elevation is defined as center of antenna above ground level(AGL). Install proposed coax inside the pole shaft. Tower Engineering Professionals,Inc.-326 Tryon Road-Raleigh,NC 27603-919-661-6351 Office-919-661-6350 Fax-www.tepgroup.net Eng. Number 12626073_C3_01 January 16, 2019 Page 3 ti TovrER Structure Usages Structural Component Controlling Usage Pass/Fail Anchor Bolts 55% Pass Shaft 70% Pass Base Plate 27% Pass Foundations Reaction Component Analysis Reactions %of Usage Moment (Kips-Ft) 3,192.3 56% Axial (Kips) 100.5 49% Shear(Kips) 42.5 23% The structure base reactions resulting from this analysis were found to be acceptable through analysis based on geotechnical and foundation information, therefore no modification or reinforcement of the foundation will be required. Deflection and Sway* Antenna Deflection Sway(Rotation) Elevation (ft) Antenna Carrier ft ( ) (�) Samsung 700/850MHz Dual Band RRH Samsung PCS+AWS Dual Band RRH 100.0 Raycap RRFDC-3315-PF-48 (321bs) VERIZON WIRELESS 0.885 0.892 JMA Wireless MX06FIT865-02 JMA Wireless MX06FRO860-02 *Deflection and Sway was evaluated considering a design wind speed of 60 mph(3-Second Gust)per ANSI/TIA-222-G Tower Engineering Professionals,Inc.-326 Tryon Road-Raleigh,NC 27603-919-661-6351 Office-919-661-6350 Fax-www.tepgroup.net Fa'.1 •s En+°I ag1 1.Y„I I r Standard Conditions All engineering services performed by ATC Tower Services, Inc. are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following: • Information supplied by the client regarding antenna, mounts and feed line loading • Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services, Inc. It is the responsibility of the client to ensure that the information provided to ATC Tower Services, Inc. and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates and subsidiaries (collectively "American Tower") are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services, Inc., all services will be performed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services, Inc. is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. Tower Engineering Professionals,Inc.-326 Tryon Road-Raleigh,NC 27603-919-661-6351 Office-919-661-6350 Fax-www.tepgroup.net Job Information Pole : 283534 Code: ANSI/TIA-222-G Location : SARATOGA SPRINGS NY, NY Description : Client: VERIZON WIRELESS Struct Class : II Shape : 18 Sides Exposure : C Height: 105.00 (ft) Topo : 1 ©2007-2019 by ATC IP LLC. All rights reserved. Base Elev(ft): 0.00 Taper: 0.295954i n/ft) 105Iiriinri, in. 102I-Or Sections Properties 1��I Diameter(in) Overlap Steel n70 nF- Shaft Length Accross Flats Thick Joint Length Grade : J Section (ft) Top Bottom (in) Type (in) Shape (ksi) 931-0- 1 [ 1 52.750 38.46 54.07 0.375 0.000 18 Sides 65 ::1.:, ::: 2 20.000 34.74 40.66 0.250 Slip Joint 69.000 18 Sides 65 o". n'- 3 43.250 24.00 36.80 0.250 Slip Joint 63.000 18 Sides 65 87-0`- .`'▪ nr Discrete Appurtenance 0,. .-.F- 82-OF 43'-3I Attach Force 501-pr 11-1:Thick Elev (ft) Elev (ft) Qty Description -r- ::65 K I,' - • -rr: 105.000 108.000 1 8'Pine Tree Branches � : ter: 105.000 105.000 3 7'Pine Tree Branches 73'-0r- 104.000 104.000 1 7'Pine Tree Branches 711JIr 103.000 103.000 4 7'Pine Tree Branches '' nr- 102.000 102.000 1 7'Pine Tree Branches `o. ;-,F_ 100.000 100.000 3 Round Sector Frame -r 2' ~~~~ 100.000 100.000 1 Raycap RRFDC-3315-PF-48 = '' - 100.000 100.000 1 Raycap RRFDC-3315-PF-48 62'-0 - 100.000 100.000 2 JMA Wireless MX06FRO860-02 =n' nr 100.000 100.000 4 JMA Wireless MX06FIT865-02 .6 - co.nr- �� 100.000 100.000 3 Samsung PCS+AWS Dual Band 61'-C err: 100.000 100.000 3 Samsung 700/850MHz Dual C ' "r- I I 99.000 99.000 2 8'Pine Tree Branches F C o 1rrThick ilii 1« :F- S98.000 98.000 3 8'Pine Tree Branches zzzz, - �-�-�i' nF- 97.000 97.000 1 8'Pine Tree Branches cr.. nF- lin' nF- 96.000 96.000 3 8'Pine Tree Branches 471-0'- 95.000 95.000 2 8'Pine Tree Branches 1 I 0-.' r+-. 94.000 94.000 3 8'Pine Tree Branches -1' ��`- = 93.000 93.000 6 Andrew SBNH-1D8585C err-1; X31-Ci` Y 93.000 93.000 3 Andrew SBNH-1D6565C li 93.000 93.000 12 Ericsson RRU11 93.000 93.000 1 Raycap DC6-48-60-18-8F 93.000 93.000 3 Round Sector Frame 93.000 93.000 3 RAD Array Tree Branches 93.000 93.000 4 9'Pine Tree Branches 91.000 91.000 3 9'Pine Tree Branches 90.000 90.000 2 10'Pine Tree Branches 52'4 89.000 89.000 2 9'Pine Tree Branches 318r Thick 88.000 88.000 2 10'Pine Tree Branches 465 I(SI) 87.000 87.000 1 10'Pine Tree Branches 85.000 85.000 2 10'Pine Tree Branches 84.000 84.000 1 10'Pine Tree Branches 84.000 84.000 1 11'Pine Tree Branches 83.000 83.000 2 11'Pine Tree Branches 82.000 82.000 1 11'Pine Tree Branches 80.000 79.000 1 Symmetricom 58532A 80.000 80.000 3 RAD Array Tree Branches 80.000 80.000 3 Round Sector Frame 80.000 79.000 6 Ericsson AIR 21 80.000 79.000 3 RFS APXVAARR24 43-U-NA20 80.000 80.000 3 Ericsson Radio 4449 612,671 79.000 79.000 1 12'Pine Tree Branches ���' ,. ,. 79.000 79.000 3 11'Pine Tree Branches I I 78.000 78.000 2 12'Pine Tree Branches 77.000 77.000 1 12'Pine Tree Branches 76.000 76.000 3 12'Pine Tree Branches 75.000 75.000 2 12'Pine Tree Branches 74.000 74.000 1 13'Pine Tree Branches 74.000 74.000 1 12'Pine Tree Branches 73.000 73.000 4 12'Pine Tree Branches 71.000 71.000 1 12'Pine Tree Branches 71.000 71.000 4 13'Pine Tree Branches 70.000 70.000 2 13'Pine Tree Branches 69.000 69.000 4 13'Pine Tree Branches 68.000 68.000 1 13'Pine Tree Branches 67.000 67.000 1 13'Pine Tree Branches 67.000 67.000 3 12'Pine Tree Branches 66.000 66.000 2 13'Pine Tree Branches 65.000 65.000 5 13'Pine Tree Branches 105'i lFyl in 64.000 64.000 1 13'Pine Tree Branches in,' nr '.. 64.000 64.000 1 14'Pine Tree Branches 10 '-Or 63.000 63.000 2 14'Pine Tree Branches 1�� 62.000 62.000 3 13'Pine Tree Branches ��- 60.000 60.000 1 111433': 3'Pine Tree Branches 1 ., �� �� : 60.000 60.000 3 14'Pine Tree Branches OA'-r i.- 59.000 59.000 1 14'Pine Tree Branches 931-0r- 59.000 59.000 1 12'Pine Tree Branches in i. n. �1-.' 1n`- 58.000 58.000 3 14'Pine Tree Branches 57.000 57.000 1 14'Pine Tree Branches 8}7-Ur- 57.000 57.000 1 14'Pine Tree Branches o`' 2• 57.000 57.000 1 15'Pine Tree Branches O,' Inr- 56.000 56.000 1 13'Pine Tree Branches -0 -31 56.000 56.000 1 14'Pine Tree Branches0'-��r 1.4'Thick55.000 55.000 1 14'Pine Tree Branches ��= 4 �IIS 54.000 54.000 2 15'Pine Tree Branches C. :: 53.000 53.000 2 15'Pine Tree Branches �'' ''�"_ 52.000 52.000 2 15'Pine Tree Branches �' r 55556:000000000 1.000 51.000 1 14'Pine Tree Branches 711Si t -i,-,1 r'Ir- 51.000 51.000 1 15'Pine Tree Branches co. in 50.000 50.000 2 14'Pine Tree Branches -r,-77, 1.=-"In'- zz�z 49.000 49.000 1 14'Pine Tree Branches 7 , 48.000 48.000 2 14'Pine Tree Branches = ' - 48.000 48.000 2 13'Pine Tree Branches r z! - 6 "0 47.000 47.000 2 14'Pine Tree Branches CilSir- 63 45.000 45.000 1 12'Pine Tree Branches 51,�.7 ��_ c�� r-I'�- 1 1 44.000 44.000 2 12'Pine Tree Branches om' r-,r" 43.000 43.000 1 12'Pine Tree Branches 1 rF _ 1r41-Thick 41 I`ig I:`- ~~~~.. 5I - r• .3.5-0 Linear AppurtenanceC1IA in. n F- Elev(ft) Exposed 471-0'- From To Description To Wind ri11 nr" 6'3 0.000 80.000 1.31"(33.3mm) No 471-1;131-ar- 0.000 80.000 1/2"Coax No li 0.000 80.000 7/8"Coax No 0.000 93.000 0.39"(10mm) No 0.000 93.000 0.78"(19.7mm)8 No 0.000 93.000 3"conduit No 0.000 100.0 1 5/8"(1.63"- No 52-91 Load Cases • r 1.1 Thick 465 15I::1 1.2D+1.6W 90 mph with No Ice 0.9D+1.6W 90 mph with No Ice(Reduced DL) 1.2D+1.0Di+1.0Wi 40 mph with 0.75 in Radial Ice (1.2+0.2Sds)*DL+E Seismic Equivalent Lateral Forces Method (1.2+0.2Sds)*DL+E Seismic Equivalent Modal Analysis Method (0.9-0.2Sds)*DL+E Seismic(Reduced DL)Equivalent Lateral (0.9-0.2Sds)*DL+E Seismic(Reduced DL)Equivalent Modal 1.0D+1.0W Serviceability 60 mph Reactions I Moment Shear Axial 0. c' Load Case (kip-ft) (kip) (kip) 1.2D+ 1.6W 3192.33 42.46 43.96 0.9D+1.6W 3175.54 42.43 32.94 1.2D+1.0Di+1.0Wi 750.73 9.78 100.49 (1.2+0.2Sds)*DL+E ELFM 233.17 2.95 42.69 (1.2+0.2Sds)*DL+E EMAM 230.28 2.71 42.69 (0.9-0.2Sds)*DL+E ELFM 231.58 2.95 29.32 (0.9-0.2Sds)*DL+E EMAM 228.58 2.71 29.32 1.0D+1.0W 883.96 11.79 36.74 Dish Deflections Attach Deflection Rotation Load Case Elev (ft) (in) (deg) 0.00 0.000 0.000 105'innr.,i it r in,. n 102-0r 100' iso. n r- r77nr- -Ci -r- 0.1i J i r- 931-Or1111 - n i. n r iii�. in,- on. nr- ll c.c. ��r � i I �II r- 8▪2'10r" 43'-31 . 801-Or 1.4'Mid:: 771 nr- I 7 C 1 it1"- 7,.i. nr- 71'.fIr -in. i ir- ci. n r- co' n r- 51-if� i iii r- �� r co itr- !. cA. i i r- 62-lJr" C▪ ii-J-Ir- .63 co. n r- 6 1'-1 :Di i r_ r,: :Di r- :1�i'4r Thick c i. r- ,65 KSI)T. 1051-or .ili i. n r- 4} -Or- �1.. 1-r 613 _. 4▪31-0r- 471‘I ': li 52.1-9' 3 Thick (65I I) 0'0 r Y Y I I Load Case : 1.2D + 1.6W Max Ratio 69.69% at 0.0 ft 105.000 0.00 102.000 - - 1.00 0.03 ` 99.000 - - J 96.000 - 0.06 93.000 - 0.12 90.000 - 87.000 - 0.19 83.000 - 0.26 80.000 - 0.32 77.000 - �- 74.000 - 0.40 71.000 - 68.000 - 0.47 65.000 - 0.54 61.750 - 59.000 - 0.61 11T- = 56.000 - 0.68 0 ca 52.750 - 0.43 a) w 50.000 - 47.000 - 0.47 43.000 - - 0.51 40.000 - 0.57 30.000 - 0.62 20.000 - - - - 0.66 10.000 - 0.70 0.000 - 1.00 0.02 0.12 0.22 0.32 0.42 0.52 0.62 0.72 0.82 0.92 Interaction Site Number: 283534 Code: ANSI/TIA-222-G ©2007 2019 by ATC IP LLC. All rights reserved. Site Name: SARATOGA SPRINGS NY, NY Engineering Number:12626073_C3_01 1/17/2019 3:33:27 PM Customer: VERIZON WIRELESS i Analysis Parameters Location : SARATOGA County, NY Height(ft) : 105 Code : ANSI/TIA-222-G Base Diameter(in) : 54.08 Shape : 18 Sides Top Diameter(in) : 24.00 Pole Type : Taper Taper(in/ft) : 0.296 Pole Manfacturer : Nello Corp Rotation (deg) : 0.00 Ice & Wind Parameters Structure Class: II Design Wind Speed Without Ice: 90 mph Exposure Category: C Design Wind Speed With Ice: 40 mph Topographic Category: 1 Operational Wind Speed: 60 mph Crest Height: 0 ft Design Ice Thickness: 0.75 in Seismic Parameters Analysis Method: Equivalent Modal Analysis& Equivalent Lateral Force Methods Site Class: D-Stiff Soil Period Based on Rayleigh Method (sec): 1.33 TL (sec): 6 p: 1.3 Cs: 0.062 S s: 0.211 Si: 0.077 C s Max: 0.062 F a: 1.600 Fv: 2.400 C s Min: 0.030 Sds: 0.225 Shc: 0.123 Load Cases 1.2D+ 1.6W 90 mph with No Ice 0.9D+ 1.6W 90 mph with No Ice(Reduced DL) 1.2D+ 1.0Di +1.0Wi 40 mph with 0.75 in Radial Ice (1.2 +0.2Sds) * DL+ E ELFM Seismic Equivalent Lateral Forces Method (1.2 +0.2Sds) * DL+ E EMAM Seismic Equivalent Modal Analysis Method (0.9-0.2Sds) * DL+ E ELFM Seismic(Reduced DL) Equivalent Lateral Forces Method (0.9-0.2Sds) * DL+ E EMAM Seismic(Reduced DL) Equivalent Modal Analysis Method 1.0D+ 1.0W Serviceability 60 mph Page: 1 Site Number: 283534 Code: ANSI/TIA-222-G ©2007 2019 by ATC IP LLC. All rights reserved. Site Name: SARATOGA SPRINGS NY, NY Engineering Number:12626073_C3_01 1/17/2019 3:33:28 PM Customer: VERIZON WIRELESS Shaft Section Properties Bottom Top Slip Sect Length Thick Fy Joint Joint Weight Dia Elev Area lx W/t D/t Dia Elev Area lx W/t D/t Taper Info (ft) (in) (ksi) Type Len(in) (Ib) (in) (ft) (in 2) (in4) Ratio Ratio (in) (ft) (in2) (in4) Ratio Ratio (in/ft) 1-18 52.750 0.3750 65 0.00 9,805 54.07 0.00 63.91 23286.3 24.02 144.20 38.46 52.75 45.33 8309.2 16.68 102.57 0.295953 2-18 20.000 0.2500 65 Slip 69.00 2,023 40.66 47.00 32.07 6617.9 27.27 162.66 34.74 67.00 27.37 4115.3 23.10 138.98 0.295953 3-18 43.250 0.2500 65 Slip 63.00 3,521 36.80 61.75 29.00 4894.9 24.54 147.20 24.00 105.00 18.84 1343.0 15.52 96.00 0.295953 Shaft Weight 15,348 Discrete Appurtenance Properties Attach Distance Vert No Ice Elev From Face Ecc Weight EPAa Orientation (ft) Description Qty (ft) (ft) (Ib) (sf) Factor 105.00 7' Pine Tree Branches 3 0.000 0.000 75.00 3.500 1.00 105.00 8' Pine Tree Branches 1 0.000 3.000 75.00 3.620 1.00 104.00 7' Pine Tree Branches 1 0.000 0.000 75.00 3.500 1.00 103.00 7' Pine Tree Branches 4 0.000 0.000 75.00 3.500 1.00 102.00 7' Pine Tree Branches 1 0.000 0.000 75.00 3.500 1.00 100.00 JMA Wireless MX06FIT865-02 4 0.000 0.000 50.00 11.370 0.76 100.00 JMA Wireless MX06 F RO860-02 2 0.000 0.000 51.00 14.010 0.71 100.00 Raycap RRFDC-3315-PF-48 (32Ibs 1 0.000 0.000 32.00 2.800 0.67 100.00 Raycap RRFDC-3315-PF-48 (32Ibs 1 0.000 0.000 32.00 2.800 0.67 100.00 Round Sector Frame 3 0.000 0.000 300.00 14.400 0.75 100.00 Samsung 700/850MHz Dual Band 3 0.000 0.000 70.30 1.880 0.50 100.00 Samsung PCS+AWS Dual Band 3 0.000 0.000 97.50 1.880 0.50 99.00 8' Pine Tree Branches 2 0.000 0.000 75.00 3.620 1.00 98.00 8' Pine Tree Branches 3 0.000 0.000 75.00 3.620 1.00 97.00 8' Pine Tree Branches 1 0.000 0.000 75.00 3.620 1.00 96.00 8' Pine Tree Branches 3 0.000 0.000 75.00 3.620 1.00 95.00 8' Pine Tree Branches 2 0.000 0.000 75.00 3.620 1.00 94.00 8' Pine Tree Branches 3 0.000 0.000 75.00 3.620 1.00 93.00 9' Pine Tree Branches 4 0.000 0.000 85.00 3.700 0.70 93.00 Andrew SBNH-1 D6565C 3 0.000 0.000 66.10 11.440 0.70 93.00 Andrew SBNH-1 D8585C 6 0.000 0.000 57.30 11.450 0.70 93.00 Ericsson RRU11 12 0.000 0.000 63.90 2.950 0.67 93.00 RAD Array Tree Branches 3 0.000 0.000 95.00 4.430 0.70 93.00 Raycap DC6-48-60-18-8F 1 0.000 0.000 20.00 1.110 1.00 93.00 Round Sector Frame 3 0.000 0.000 300.00 14.400 0.75 91.00 9' Pine Tree Branches 3 0.000 0.000 85.00 3.700 1.00 90.00 10' Pine Tree Branches 2 0.000 0.000 85.00 3.770 1.00 89.00 9' Pine Tree Branches 2 0.000 0.000 85.00 3.700 1.00 88.00 10' Pine Tree Branches 2 0.000 0.000 85.00 3.770 1.00 87.00 10' Pine Tree Branches 1 0.000 0.000 85.00 3.770 1.00 85.00 10' Pine Tree Branches 2 0.000 0.000 85.00 3.770 1.00 84.00 10' Pine Tree Branches 1 0.000 0.000 85.00 3.770 1.00 84.00 11' Pine Tree Branches 1 0.000 0.000 95.00 4.250 1.00 83.00 11' Pine Tree Branches 2 0.000 0.000 95.00 4.250 1.00 82.00 11' Pine Tree Branches 1 0.000 0.000 95.00 4.250 1.00 80.00 Ericsson AIR 21 6 0.000 -1.000 91.00 6.050 0.70 80.00 Ericsson Radio 4449 B12,B71 3 0.000 0.000 74.00 1.640 0.50 80.00 RAD Array Tree Branches 3 0.000 0.000 95.00 4.430 1.00 80.00 RFS APXVAARR24 43-U-NA20 3 0.000 -1.000 127.90 20.240 0.63 80.00 Round Sector Frame 3 0.000 0.000 300.00 14.400 0.75 80.00 Symmetricom 58532A 1 0.000 -1.000 0.40 0.220 1.00 79.00 11' Pine Tree Branches 3 0.000 0.000 95.00 4.250 0.67 79.00 12' Pine Tree Branches 1 0.000 0.000 95.00 4.430 1.00 78.00 12' Pine Tree Branches 2 0.000 0.000 95.00 4.430 1.00 77.00 12' Pine Tree Branches 1 0.000 0.000 95.00 4.430 1.00 76.00 12' Pine Tree Branches 3 0.000 0.000 95.00 4.430 1.00 75.00 12' Pine Tree Branches 2 0.000 0.000 95.00 4.430 1.00 74.00 12' Pine Tree Branches 1 0.000 0.000 95.00 4.430 1.00 Page: 2 Site Number: 283534 Code: ANSI/TIA-222-G ©2007 2019 by ATC IP LLC. All rights reserved. Site Name: SARATOGA SPRINGS NY, NY Engineering Number:12626073_C3_01 1/17/2019 3:33:28 PM Customer: VERIZON WIRELESS 74.00 13' Pine Tree Branches 1 0.000 0.000 95.00 4.750 1.00 73.00 12' Pine Tree Branches 4 0.000 0.000 95.00 4.430 1.00 71.00 12' Pine Tree Branches 1 0.000 0.000 95.00 4.430 1.00 71.00 13' Pine Tree Branches 4 0.000 0.000 95.00 4.750 1.00 70.00 13' Pine Tree Branches 2 0.000 0.000 95.00 4.750 1.00 69.00 13' Pine Tree Branches 4 0.000 0.000 95.00 4.750 1.00 68.00 13' Pine Tree Branches 1 0.000 0.000 95.00 4.750 1.00 67.00 12' Pine Tree Branches 3 0.000 0.000 95.00 4.430 1.00 67.00 13' Pine Tree Branches 1 0.000 0.000 95.00 4.750 1.00 66.00 13' Pine Tree Branches 2 0.000 0.000 95.00 4.750 1.00 65.00 13' Pine Tree Branches 5 0.000 0.000 95.00 4.750 1.00 64.00 13' Pine Tree Branches 1 0.000 0.000 95.00 4.750 1.00 64.00 14' Pine Tree Branches 1 0.000 0.000 95.00 5.000 1.00 63.00 14' Pine Tree Branches 2 0.000 0.000 95.00 5.000 1.00 62.00 13' Pine Tree Branches 3 0.000 0.000 95.00 4.750 1.00 60.00 13' Pine Tree Branches 1 0.000 0.000 95.00 4.750 1.00 60.00 14' Pine Tree Branches 3 0.000 0.000 95.00 5.000 1.00 59.00 12' Pine Tree Branches 1 0.000 0.000 95.00 4.430 1.00 59.00 14' Pine Tree Branches 1 0.000 0.000 95.00 5.000 1.00 58.00 14' Pine Tree Branches 3 0.000 0.000 95.00 5.000 1.00 57.00 14' Pine Tree Branches 1 0.000 0.000 95.00 5.000 1.00 57.00 14' Pine Tree Branches 1 0.000 0.000 95.00 5.000 1.00 57.00 15' Pine Tree Branches 1 0.000 0.000 95.00 5.250 1.00 56.00 13' Pine Tree Branches 1 0.000 0.000 95.00 4.750 1.00 56.00 14' Pine Tree Branches 1 0.000 0.000 95.00 5.000 1.00 55.00 14' Pine Tree Branches 1 0.000 0.000 95.00 5.000 1.00 54.00 15' Pine Tree Branches 2 0.000 0.000 95.00 5.250 1.00 53.00 15' Pine Tree Branches 2 0.000 0.000 95.00 5.250 1.00 52.00 15' Pine Tree Branches 2 0.000 0.000 95.00 5.250 1.00 51.00 14' Pine Tree Branches 1 0.000 0.000 95.00 5.000 1.00 51.00 15' Pine Tree Branches 1 0.000 0.000 95.00 5.250 1.00 50.00 14' Pine Tree Branches 2 0.000 0.000 95.00 5.000 1.00 49.00 14' Pine Tree Branches 1 0.000 0.000 95.00 5.000 1.00 48.00 13' Pine Tree Branches 2 0.000 0.000 95.00 4.750 1.00 48.00 14' Pine Tree Branches 2 0.000 0.000 95.00 5.000 1.00 47.00 14' Pine Tree Branches 2 0.000 0.000 95.00 5.000 1.00 45.00 12' Pine Tree Branches 1 0.000 0.000 95.00 4.430 1.00 44.00 12' Pine Tree Branches 2 0.000 0.000 95.00 4.430 1.00 43.00 12' Pine Tree Branches 1 0.000 0.000 95.00 4.430 1.00 Totals Num Loadings:87 193 18225.40 Linear Appurtenance Properties Elev Elev Coax Coax Projected From To Diameter Weight Width Exposed (ft) (ft) Qty Description (in) (lb/ft) Flat (in) To Wind Carrier 0.00 100.00 2 1 5/8" (1.63"-41.3mm) 1.63 1.61 N 0.00 N VERIZON WIRELESS 0.00 93.00 1 0.39" (10mm) Fiber 0.39 0.06 N 0.00 N AT&T MOBILITY 0.00 93.00 6 0.78" (19.7mm) 8 AWG 0.78 0.59 N 0.00 N AT&T MOBILITY 0.00 93.00 3 3" conduit 3.50 7.58 N 0.00 N AT&T MOBILITY 0.00 80.00 2 1.31" (33.3mm) Hybrid 1.31 1.48 N 0.00 N T-MOBILE 0.00 80.00 1 1/2" Coax 0.63 0.15 N 0.00 N T-MOBILE 0.00 80.00 6 7/8" Coax 1.09 0.33 N 0.00 N T-MOBILE Page: 3 Site Number: 283534 Code: ANSI/TIA-222-G ©2007 2019 by ATC IP LLC. 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Site Name: SARATOGA SPRINGS NY, NY Engineering Number:12626073_C3_01 1/17/2019 3:33:28 PM Customer: VERIZON WIRELESS i Segment Properties (Max Len : 10 ft) Seg Top Flat Elev Thick Dia Area Ix W/t D/t F'y S Z Weight (ft) Description (in) (in) (in2) (in4) Ratio Ratio (ksi) (in3) (in3) (Ib) 0.00 0.3750 54.075 63.914 23,286.3 24.02 144.20 73.2 848.2 0.0 0.0 10.00 0.3750 51.116 60.392 19,644.5 22.62 136.31 74.8 757.0 0.0 2,114.9 20.00 0.3750 48.156 56.869 16,403.7 21.23 128.42 76.4 670.9 0.0 1,995.1 30.00 0.3750 45.196 53.347 13,540.5 19.84 120.52 78.1 590.1 0.0 1,875.2 40.00 0.3750 42.237 49.824 11,031.5 18.45 112.63 79.7 514.4 0.0 1,755.3 43.00 0.3750 41.349 48.768 10,344.4 18.03 110.26 80.2 492.7 0.0 503.2 44.00 0.3750 41.053 48.415 10,121.8 17.89 109.48 80.4 485.6 0.0 165.3 45.00 0.3750 40.757 48.063 9,902.5 17.75 108.69 80.5 478.5 0.0 164.1 47.00 Bot- Section 2 0.3750 40.165 47.359 9,473.4 17.48 107.11 80.8 464.6 0.0 324.7 48.00 0.3750 39.869 47.006 9,263.6 17.34 106.32 81.0 457.6 0.0 269.3 49.00 0.3750 39.573 46.654 9,056.9 17.20 105.53 81.2 450.8 0.0 267.3 50.00 0.3750 39.277 46.302 8,853.3 17.06 104.74 81.3 444.0 0.0 265.3 51.00 0.3750 38.981 45.950 8,652.8 16.92 103.95 81.5 437.2 0.0 263.3 52.00 0.3750 38.686 45.597 8,455.3 16.78 103.16 81.7 430.5 0.0 261.3 52.75 Top - Section 1 0.2500 38.964 30.718 5,816.7 26.07 155.85 70.7 294.0 0.0 194.7 53.00 0.2500 38.890 30.659 5,783.4 26.02 155.56 70.8 292.9 0.0 26.1 54.00 0.2500 38.594 30.425 5,651.5 25.81 154.37 71.0 288.4 0.0 103.9 55.00 0.2500 38.298 30.190 5,521.6 25.60 153.19 71.3 284.0 0.0 103.1 56.00 0.2500 38.002 29.955 5,393.8 25.39 152.01 71.5 279.6 0.0 102.3 57.00 0.2500 37.706 29.720 5,267.9 25.18 150.82 71.8 275.2 0.0 101.5 58.00 0.2500 37.410 29.485 5,144.0 24.97 149.64 72.0 270.8 0.0 100.7 59.00 0.2500 37.114 29.250 5,022.1 24.77 148.46 72.3 266.5 0.0 99.9 60.00 0.2500 36.818 29.016 4,902.1 24.56 147.27 72.5 262.2 0.0 99.1 61.75 Bot- Section 3 0.2500 36.300 28.605 4,696.8 24.19 145.20 72.9 254.8 0.0 171.6 62.00 0.2500 36.226 28.546 4,667.9 24.14 144.90 73.0 253.8 0.0 49.0 63.00 0.2500 35.930 28.311 4,553.7 23.93 143.72 73.3 249.6 0.0 194.8 64.00 0.2500 35.634 28.076 4,441.3 23.72 142.54 73.5 245.5 0.0 193.2 65.00 0.2500 35.338 27.841 4,330.8 23.51 141.35 73.7 241.4 0.0 191.6 66.00 0.2500 35.042 27.607 4,222.1 23.30 140.17 74.0 237.3 0.0 190.0 67.00 Top - Section 2 0.2500 35.246 27.769 4,296.8 23.45 140.98 73.8 240.1 0.0 188.4 68.00 0.2500 34.950 27.534 4,188.7 23.24 139.80 74.1 236.1 0.0 94.1 69.00 0.2500 34.654 27.299 4,082.5 23.03 138.62 74.3 232.0 0.0 93.3 70.00 0.2500 34.358 27.064 3,978.0 22.82 137.43 74.6 228.0 0.0 92.5 71.00 0.2500 34.062 26.829 3,875.4 22.61 136.25 74.8 224.1 0.0 91.7 73.00 0.2500 33.471 26.360 3,675.4 22.20 133.88 75.3 216.3 0.0 181.0 74.00 0.2500 33.175 26.125 3,578.0 21.99 132.70 75.5 212.4 0.0 89.3 75.00 0.2500 32.879 25.890 3,482.4 21.78 131.51 75.8 208.6 0.0 88.5 76.00 0.2500 32.583 25.655 3,388.5 21.57 130.33 76.0 204.8 0.0 87.7 77.00 0.2500 32.287 25.420 3,296.3 21.36 129.15 76.3 201.1 0.0 86.9 78.00 0.2500 31.991 25.185 3,205.8 21.15 127.96 76.5 197.4 0.0 86.1 79.00 0.2500 31.695 24.951 3,117.0 20.94 126.78 76.8 193.7 0.0 85.3 80.00 0.2500 31.399 24.716 3,029.8 20.74 125.60 77.0 190.1 0.0 84.5 82.00 0.2500 30.807 24.246 2,860.3 20.32 123.23 77.5 182.9 0.0 166.6 83.00 0.2500 30.511 24.011 2,778.0 20.11 122.04 77.7 179.3 0.0 82.1 84.00 0.2500 30.215 23.776 2,697.3 19.90 120.86 78.0 175.8 0.0 81.3 85.00 0.2500 29.919 23.542 2,618.2 19.69 119.68 78.2 172.4 0.0 80.5 87.00 0.2500 29.327 23.072 2,464.6 19.27 117.31 78.7 165.5 0.0 158.6 88.00 0.2500 29.031 22.837 2,390.1 19.07 116.12 79.0 162.2 0.0 78.1 89.00 0.2500 28.735 22.602 2,317.1 18.86 114.94 79.2 158.8 0.0 77.3 90.00 0.2500 28.439 22.367 2,245.6 18.65 113.76 79.5 155.5 0.0 76.5 91.00 0.2500 28.143 22.133 2,175.6 18.44 112.57 79.7 152.3 0.0 75.7 93.00 0.2500 27.551 21.663 2,040.1 18.02 110.21 80.2 145.8 0.0 149.0 94.00 0.2500 27.255 21.428 1,974.4 17.81 109.02 80.4 142.7 0.0 73.3 95.00 0.2500 26.960 21.193 1,910.2 17.60 107.84 80.7 139.6 0.0 72.5 96.00 0.2500 26.664 20.958 1,847.4 17.40 106.65 80.9 136.5 0.0 71.7 97.00 0.2500 26.368 20.724 1,786.0 17.19 105.47 81.2 133.4 0.0 70.9 98.00 0.2500 26.072 20.489 1,726.0 16.98 104.29 81.4 130.4 0.0 70.1 99.00 0.2500 25.776 20.254 1,667.3 16.77 103.10 81.7 127.4 0.0 69.3 Page: 4 Site Number: 283534 Code: ANSI/TIA-222-G ©2007 2019 by ATC IP LLC. All rights reserved. Site Name: SARATOGA SPRINGS NY, NY Engineering Number:12626073_C3_01 1/17/2019 3:33:28 PM Customer: VERIZON WIRELESS 100.0 0.2500 25.480 20.019 1,610.0 16.56 101.92 81.9 124.5 0.0 68.5 102.0 0.2500 24.888 19.549 1,499.3 16.14 99.55 82.4 118.7 0.0 134.6 103.0 0.2500 24.592 19.315 1,445.9 15.93 98.37 82.6 115.8 0.0 66.1 104.0 0.2500 24.296 19.080 1,393.8 15.73 97.18 82.6 113.0 0.0 65.3 105.0 0.2500 24.000 18.845 1,343.0 15.52 96.00 82.6 110.2 0.0 64.5 15,348.2 Page: 5 Site Number: 283534 Code: ANSI/TIA-222-G ©2007 2019 by ATC IP LLC. All rights reserved. Site Name: SARATOGA SPRINGS NY, NY Engineering Number:12626073_C3_01 1/17/2019 3:33:28 PM Customer: VERIZON WIRELESS i Load Case: 1.2D + 1.6W 90 mph with No Ice 22 Iterations Gust Response Factor :1.10 Wind Importance Factor :1.00 Dead Load Factor :1.20 Wind Load Factor :1.60 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (Ib) (Ib) (Ib) (Ib-ft) (Ib-ft) (Ib) (Ib) (Ib) (Ib) (Ib) (Ib-ft) (Ib) 0.00 426.3 0.0 0.0 0.0 426.3 0.0 0.0 0.0 10.00 828.5 2,537.9 0.0 415.8 828.5 2,953.7 0.0 0.0 20.00 823.0 2,394.1 0.0 415.8 823.0 2,809.9 0.0 0.0 30.00 843.6 2,250.2 0.0 415.8 843.6 2,666.0 0.0 0.0 40.00 548.7 2,106.4 0.0 415.8 548.7 2,522.2 0.0 0.0 43.00 Appurtenance(s) 167.5 603.9 162.7 0.0 0.0 114.0 0.0 124.7 330.2 842.6 0.0 0.0 44.00 Appurtenance(s) 83.4 198.4 327.1 0.0 0.0 228.0 0.0 41.6 410.4 468.0 0.0 0.0 45.00 Appurtenance(s) 124.6 197.0 164.3 0.0 0.0 114.0 0.0 41.6 288.9 352.6 0.0 0.0 47.00 Bot-Section 2 124.7 389.6 374.3 0.0 0.0 228.0 0.0 83.2 499.0 700.8 0.0 0.0 48.00 Appurtenance(s) 83.5 323.1 733.1 0.0 0.0 456.0 0.0 41.6 816.6 820.7 0.0 0.0 49.00 Appurtenance(s) 83.2 320.7 188.8 0.0 0.0 114.0 0.0 41.6 272.0 476.3 0.0 0.0 50.00 Appurtenance(s) 83.0 318.3 379.2 0.0 0.0 228.0 0.0 41.6 462.2 587.9 0.0 0.0 51.00 Appurtenance(s) 82.7 315.9 390.3 0.0 0.0 228.0 0.0 41.6 473.0 585.5 0.0 0.0 52.00 Appurtenance(s) 72.1 313.5 401.5 0.0 0.0 228.0 0.0 41.6 473.6 583.1 0.0 0.0 52.75 Top-Section 1 41.1 233.6 0.0 31.2 41.1 264.8 0.0 0.0 53.00 Appurtenance(s) 51.3 31.3 403.1 0.0 0.0 228.0 0.0 10.4 454.3 269.7 0.0 0.0 54.00 Appurtenance(s) 81.8 124.7 404.7 0.0 0.0 228.0 0.0 41.6 486.5 394.3 0.0 0.0 55.00 Appurtenance(s) 81.5 123.8 193.5 0.0 0.0 114.0 0.0 41.6 275.0 279.3 0.0 0.0 56.00 Appurtenance(s) 81.2 122.8 378.7 0.0 0.0 228.0 0.0 41.6 459.8 392.4 0.0 0.0 57.00 Appurtenance(s) 80.8 121.8 594.5 0.0 0.0 342.0 0.0 41.6 675.3 505.4 0.0 0.0 58.00 Appurtenance(s) 80.5 120.9 586.9 0.0 0.0 342.0 0.0 41.6 667.4 504.5 0.0 0.0 59.00 Appurtenance(s) 80.2 119.9 370.3 0.0 0.0 228.0 0.0 41.6 450.4 389.5 0.0 0.0 60.00 Appurtenance(s) 109.5 119.0 778.3 0.0 0.0 456.0 0.0 41.6 887.8 616.5 0.0 0.0 61.75 Bot-Section 3 79.6 205.9 0.0 72.8 79.6 278.6 0.0 0.0 62.00 Appurtenance(s) 50.0 58.7 565.4 0.0 0.0 342.0 0.0 10.4 615.4 411.1 0.0 0.0 63.00 Appurtenance(s) 79.8 233.8 398.1 0.0 0.0 228.0 0.0 41.6 477.9 503.4 0.0 0.0 64.00 Appurtenance(s) 79.4 231.9 389.5 0.0 0.0 228.0 0.0 41.6 468.8 501.4 0.0 0.0 65.00 Appurtenance(s) 79.0 230.0 951.8 0.0 0.0 570.0 0.0 41.6 1,030.8 841.5 0.0 0.0 66.00 Appurtenance(s) 78.6 228.0 381.9 0.0 0.0 228.0 0.0 41.6 460.5 497.6 0.0 0.0 67.00 Top-Section 2 78.2 226.1 727.6 0.0 0.0 456.0 0.0 41.6 805.8 723.7 0.0 0.0 68.00 Appurtenance(s) 77.8 112.9 192.2 0.0 0.0 114.0 0.0 41.6 269.9 268.5 0.0 0.0 69.00 Appurtenance(s) 77.4 111.9 771.1 0.0 0.0 456.0 0.0 41.6 848.4 609.5 0.0 0.0 70.00 Appurtenance(s) 76.9 111.0 386.7 0.0 0.0 228.0 0.0 41.6 463.6 380.6 0.0 0.0 71.00 Appurtenance(s) 114.4 110.0 956.6 0.0 0.0 570.0 0.0 41.6 1,071.0 721.6 0.0 0.0 73.00 Appurtenance(s) 113.7 217.2 727.7 0.0 0.0 456.0 0.0 83.2 841.4 756.3 0.0 0.0 74.00 Appurtenance(s) 75.1 107.2 378.1 0.0 0.0 228.0 0.0 41.6 453.2 376.7 0.0 0.0 75.00 Appurtenance(s) 74.7 106.2 365.9 0.0 0.0 228.0 0.0 41.6 440.6 375.8 0.0 0.0 76.00 Appurtenance(s) 74.2 105.2 550.4 0.0 0.0 342.0 0.0 41.6 624.6 488.8 0.0 0.0 77.00 Appurtenance(s) 73.8 104.3 184.0 0.0 0.0 114.0 0.0 41.6 257.7 259.9 0.0 0.0 78.00 Appurtenance(s) 73.3 103.3 369.0 0.0 0.0 228.0 0.0 41.6 442.2 372.9 0.0 0.0 79.00 Appurtenance(s) 72.8 102.4 541.7 0.0 0.0 456.0 0.0 41.6 614.5 599.9 0.0 0.0 80.00 Appurtenance(s) 108.1 101.4 3,792.0 0.0 -2,135.8 2,804.5 0.0 41.6 3,900.0 2,947.5 0.0 0.0 82.00 Appurtenance(s) 107.3 199.9 178.9 0.0 0.0 114.0 0.0 70.9 286.2 384.9 0.0 0.0 83.00 Appurtenance(s) 70.8 98.5 358.6 0.0 0.0 228.0 0.0 35.5 429.4 362.0 0.0 0.0 84.00 Appurtenance(s) 70.3 97.6 339.2 0.0 0.0 216.0 0.0 35.5 409.5 349.0 0.0 0.0 85.00 Appurtenance(s) 104.3 96.6 319.7 0.0 0.0 204.0 0.0 35.5 424.0 336.1 0.0 0.0 87.00 Appurtenance(s) 103.5 190.3 160.6 0.0 0.0 102.0 0.0 70.9 264.1 363.3 0.0 0.0 88.00 Appurtenance(s) 68.2 93.7 322.1 0.0 0.0 204.0 0.0 35.5 390.3 333.2 0.0 0.0 Page: 6 Site Number: 283534 Site Name: SARATOGA SPRINGS NY, NY Customer: VERIZON WIRELESS Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. All rights reserved. Engineering Number: 12626073_C3_01 1/17/2019 3:33:31 PM Load Case: 1.2D + 1.6W 90 mph with No Ice 22 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :1.20 Wind Load Factor :1.60 Calculated Forces Seg Pu Vu Elev FY (-) FX (-) (ft) (ki ps) (kips) Tu MY (ft -kips) Mu Mu MZ MX (ft -kips) (ft -kips) Resultant Moment (ft -kips) phi Pn (kips) phi Vn (kips) phi phi Tn Mn (ft -kips) (ft -kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -43.96 -42.46 0.00 -3,192.33 0.00 3,192.33 4,208.02 2,104.01 9,293.27 4,653.54 0.00 0.00 0.697 10.00 -40.74 -41.89 0.00 -2,767.70 0.00 2,767.70 4,065.06 2,032.53 8,479.36 4,245.98 0.40 -0.36 0.662 20.00 -37.67 -41.28 0.00 -2,348.82 0.00 2,348.82 3,911.73 1,955.87 7,680.12 3,845.77 1.56 -0.73 0.621 30.00 -34.76 -40.62 0.00 -1,935.99 0.00 1,935.99 3,748.02 1,874.01 6,899.36 3,454.81 3.51 -1.11 0.570 40.00 -32.09 -40.15 0.00 -1,529.79 0.00 1,529.79 3,573.94 1,786.97 6,140.90 3,075.01 6.23 -1.47 0.507 43.00 -31.20 -39.84 0.00 -1,409.35 0.00 1,409.35 3,519.69 1,759.84 5,918.28 2,963.54 7.19 -1.58 0.485 44.00 -30.72 -39.43 0.00 -1,369.51 0.00 1,369.51 3,501.40 1,750.70 5,844.61 2,926.65 7.53 -1.62 0.477 45.00 -30.34 -39.16 0.00 -1,330.08 0.00 1,330.08 3,483.00 1,741.50 5,771.22 2,889.90 7.87 -1.66 0.469 47.00 -29.62 -38.67 0.00 -1,251.76 0.00 1,251.76 3,445.90 1,722.95 5,625.29 2,816.82 8.58 -1.73 0.453 48.00 -28.80 -37.85 0.00 -1,213.09 0.00 1,213.09 3,427.20 1,713.60 5,552.75 2,780.50 8.95 -1.77 0.445 49.00 -28.30 -37.58 0.00 -1,175.24 0.00 1,175.24 3,408.39 1,704.19 5,480.50 2,744.33 9.33 -1.81 0.437 50.00 -27.71 -37.12 0.00 -1,137.66 0.00 1,137.66 3,389.48 1,694.74 5,408.55 2,708.30 9.71 -1.84 0.429 51.00 -27.12 -36.64 0.00 -1,100.54 0.00 1,100.54 3,370.46 1,685.23 5,336.90 2,672.42 10.10 -1.88 0.420 52.00 -26.53 -36.16 0.00 -1,063.90 0.00 1,063.90 3,351.34 1,675.67 5,265.55 2,636.69 10.50 -1.92 0.412 52.75 -26.25 -36.12 0.00 -1,036.78 0.00 1,036.78 1,955.62 977.81 3,115.23 1,559.93 10.80 -1.94 0.679 53.00 -25.98 -35.67 0.00 -1,027.75 0.00 1,027.75 1,953.57 976.79 3,105.98 1,555.30 10.90 -1.95 0.675 54.00 -25.57 -35.20 0.00 -992.07 0.00 992.07 1,945.33 972.67 3,069.04 1,536.80 11.32 -2.00 0.660 55.00 -25.27 -34.93 0.00 -956.88 0.00 956.88 1,936.99 968.49 3,032.14 1,518.32 11.74 -2.05 0.645 56.00 -24.87 -34.48 0.00 -921.95 0.00 921.95 1,928.54 964.27 2,995.28 1,499.86 12.18 -2.10 0.629 57.00 -24.36 -33.81 0.00 -887.47 0.00 887.47 1,919.99 959.99 2,958.46 1,481.43 12.62 -2.15 0.613 58.00 -23.86 -33.14 0.00 -853.67 0.00 853.67 1,911.33 955.67 2,921.70 1,463.02 13.08 -2.19 0.597 59.00 -23.46 -32.69 0.00 -820.53 0.00 820.53 1,902.57 951.29 2,884.99 1,444.64 13.54 -2.24 0.581 60.00 -22.84 -31.81 0.00 -787.84 0.00 787.84 1,893.71 946.85 2,848.34 1,426.29 14.02 -2.28 0.566 61.75 -22.54 -31.73 0.00 -732.18 0.00 732.18 1,877.95 938.97 2,784.36 1,394.25 14.87 -2.36 0.538 62.00 -22.14 -31.11 0.00 -724.24 0.00 724.24 1,875.67 937.84 2,775.24 1,389.68 15.00 -2.37 0.534 63.00 -21.64 -30.63 0.00 -693.13 0.00 693.13 1,866.50 933.25 2,738.79 1,371.43 15.50 -2.42 0.518 64.00 -21.14 -30.15 0.00 -662.51 0.00 662.51 1,857.22 928.61 2,702.41 1,353.21 16.01 -2.46 0.502 65.00 -20.32 -29.10 0.00 -632.35 0.00 632.35 1,847.84 923.92 2,666.11 1,335.04 16.53 -2.50 0.486 66.00 -19.82 -28.63 0.00 -603.25 0.00 603.25 1,838.35 919.18 2,629.90 1,316.90 17.06 -2.54 0.470 67.00 -19.12 -27.81 0.00 -574.62 0.00 574.62 1,844.90 922.45 2,654.86 1,329.40 17.59 -2.58 0.444 68.00 -18.84 -27.54 0.00 -546.81 0.00 546.81 1,835.38 917.69 2,618.67 1,311.28 18.14 -2.62 0.428 69.00 -18.26 -26.68 0.00 -519.27 0.00 519.27 1,825.76 912.88 2,582.56 1,293.20 18.69 -2.66 0.412 70.00 -17.88 -26.21 0.00 -492.59 0.00 492.59 1,816.04 908.02 2,546.55 1,275.17 19.25 -2.69 0.397 71.00 -17.19 -25.12 0.00 -466.39 0.00 466.39 1,806.21 903.10 2,510.63 1,257.18 19.82 -2.72 0.381 73.00 -16.45 -24.25 0.00 -416.16 0.00 416.16 1,786.24 893.12 2,439.09 1,221.36 20.98 -2.79 0.351 74.00 -16.09 -23.79 0.00 -391.90 0.00 391.90 1,776.10 888.05 2,403.47 1,203.52 21.57 -2.82 0.335 75.00 -15.72 -23.34 0.00 -368.11 0.00 368.11 1,765.85 882.93 2,367.97 1,185.74 22.16 -2.85 0.320 76.00 -15.25 -22.70 0.00 -344.77 0.00 344.77 1,755.50 877.75 2,332.58 1,168.02 22.76 -2.88 0.305 77.00 -15.00 -22.44 0.00 -322.07 0.00 322.07 1,745.05 872.53 2,297.30 1,150.36 23.37 -2.91 0.289 78.00 -14.64 -21.98 0.00 -299.64 0.00 299.64 1,734.50 867.25 2,262.15 1,132.76 23.98 -2.94 0.274 79.00 -14.06 -21.34 0.00 -277.65 0.00 277.65 1,723.84 861.92 2,227.12 1,115.22 24.60 -2.96 0.258 80.00 -11.31 -17.30 0.00 -256.31 0.00 256.31 1,713.07 856.54 2,192.22 1,097.74 25.22 -2.99 0.240 82.00 -10.93 -17.00 0.00 -221.70 0.00 221.70 1,691.23 845.62 2,122.82 1,062.99 26.48 -3.03 0.215 83.00 -10.58 -16.56 0.00 -204.70 0.00 204.70 1,680.16 840.08 2,088.33 1,045.72 27.12 -3.05 0.202 84.00 -10.25 -16.14 0.00 -188.14 0.00 188.14 1,668.98 834.49 2,053.98 1,028.52 27.76 -3.07 0.189 85.00 -9.93 -15.70 0.00 -172.01 0.00 172.01 1,657.70 828.85 2,019.78 1,011.39 28.41 -3.09 0.176 87.00 -9.58 -15.42 0.00 -140.61 0.00 140.61 1,634.82 817.41 1,951.83 977.37 29.71 -3.12 0.150 88.00 -9.26 -15.01 0.00 -125.19 0.00 125.19 1,623.23 811.61 1,918.10 960.48 30.36 -3.14 0.136 89.00 -8.95 -14.61 0.00 -110.18 0.00 110.18 1,611.53 805.77 1,884.53 943.66 31.02 -3.15 0.123 90.00 -8.64 -14.21 0.00 -95.56 0.00 95.56 1,599.73 799.87 1,851.12 926.94 31.69 -3.17 0.109 91.00 -8.23 -13.61 0.00 -81.36 0.00 81.36 1,587.83 793.91 1,817.89 910.29 32.35 -3.18 0.095 Page: 8 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. All rights reserved. Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:31 PM Customer: VERIZON WIRELESS Load Case: 1.2D + 1.6W 90 mph with No Ice 22 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :1.20 Wind Load Factor :1.60 93.00 -4.86 -8.06 0.00 -54.14 0.00 54.14 1,563.71 781.85 1,751.94 877.27 33.69 -3.20 0.065 94.00 -4.53 -7.51 0.00 -46.08 0.00 46.08 1,551.49 775.74 1,719.24 860.90 34.36 -3.20 0.057 95.00 -4.28 -7.12 0.00 -38.57 0.00 38.57 1,539.17 769.58 1,686.73 844.62 35.03 -3.21 0.049 96.00 -3.95 -6.56 0.00 -31.45 0.00 31.45 1,526.75 763.37 1,654.40 828.43 35.70 -3.21 0.041 97.00 -3.78 -6.33 0.00 -24.89 0.00 24.89 1,514.22 757.11 1,622.27 812.34 36.37 -3.22 0.033 98.00 -3.45 -5.78 0.00 -18.56 0.00 18.56 1,501.59 750.79 1,590.33 796.35 37.05 -3.22 0.026 99.00 -3.21 -5.38 0.00 -12.78 0.00 12.78 1,488.85 744.43 1,558.60 780.46 37.72 -3.22 0.019 100.00 -1.19 -1.86 0.00 -7.40 0.00 7.40 1,476.01 738.01 1,527.07 764.67 38.40 -3.23 0.010 102.00 -0.96 -1.60 0.00 -3.67 0.00 3.67 1,450.02 725.01 1,464.64 733.41 39.75 -3.23 0.006 103.00 -0.56 -0.90 0.00 -2.07 0.00 2.07 1,434.98 717.49 1,431.86 716.99 40.42 -3.23 0.003 104.00 -0.40 -0.68 0.00 -1.16 0.00 1.16 1,417.53 708.77 1,397.08 699.58 41.10 -3.23 0.002 105.00 0.00 -0.66 0.00 -0.48 0.00 0.48 1,400.09 700.04 1,362.73 682.38 41.78 -3.23 0.001 Page: 9 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. 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Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:32 PM Customer: VERIZON WIRELESS Load Case: 0.9D + 1.6W 90 mph with No Ice (Reduced DL) 22 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :0.90 Wind Load Factor :1.60 Applied Segment Forces Summary Shaft Forces Discrete Forces Seg Elev Wind FX (ft) Description (I b) Dead Torsion Moment Load Wind FX MY MZ (I b) (I b) (I b -ft) (I b -ft) Dead Load (I b) Linear Forces Dead Wind FX Load Wind FX (I b) (I b) (I b) Sum of Forces Dead Torsion Moment Load MY MZ (Ib) (Ib -ft) (Ib) 0.00 426.3 0.0 0.0 0.0 426.3 0.0 0.0 10.00 828.5 1,903.4 0.0 311.8 828.5 2,215.3 0.0 20.00 823.0 1,795.6 0.0 311.8 823.0 2,107.4 0.0 30.00 843.6 1,687.7 0.0 311.8 843.6 1,999.5 0.0 40.00 548.7 1,579.8 0.0 311.8 548.7 1,891.7 0.0 43.00 Appurtenance(s) 167.5 452.9 162.7 0.0 0.0 85.5 0.0 93.6 330.2 632.0 0.0 44.00 Appurtenance(s) 83.4 148.8 327.1 0.0 0.0 171.0 0.0 31.2 410.4 351.0 0.0 45.00 Appurtenance(s) 124.6 147.7 164.3 0.0 0.0 85.5 0.0 31.2 288.9 264.4 0.0 47.00 Bot - Section 2 124.7 292.2 374.3 0.0 0.0 171.0 0.0 62.4 499.0 525.6 0.0 48.00 Appurtenance(s) 83.5 242.3 733.1 0.0 0.0 342.0 0.0 31.2 816.6 615.5 0.0 49.00 Appurtenance(s) 83.2 240.5 188.8 0.0 0.0 85.5 0.0 31.2 272.0 357.2 0.0 50.00 Appurtenance(s) 83.0 238.8 379.2 0.0 0.0 171.0 0.0 31.2 462.2 440.9 0.0 51.00 Appurtenance(s) 82.7 237.0 390.3 0.0 0.0 171.0 0.0 31.2 473.0 439.1 0.0 52.00 Appurtenance(s) 72.1 235.2 401.5 0.0 0.0 171.0 0.0 31.2 473.6 437.3 0.0 52.75 Top - Section 1 41.1 175.2 0.0 23.4 41.1 198.6 0.0 53.00 Appurtenance(s) 51.3 23.5 403.1 0.0 0.0 171.0 0.0 7.8 454.3 202.3 0.0 54.00 Appurtenance(s) 81.8 93.5 404.7 0.0 0.0 171.0 0.0 31.2 486.5 295.7 0.0 55.00 Appurtenance(s) 81.5 92.8 193.5 0.0 0.0 85.5 0.0 31.2 275.0 209.5 0.0 56.00 Appurtenance(s) 81.2 92.1 378.7 0.0 0.0 171.0 0.0 31.2 459.8 294.3 0.0 57.00 Appurtenance(s) 80.8 91.4 594.5 0.0 0.0 256.5 0.0 31.2 675.3 379.1 0.0 58.00 Appurtenance(s) 80.5 90.7 586.9 0.0 0.0 256.5 0.0 31.2 667.4 378.3 0.0 59.00 Appurtenance(s) 80.2 89.9 370.3 0.0 0.0 171.0 0.0 31.2 450.4 292.1 0.0 60.00 Appurtenance(s) 109.5 89.2 778.3 0.0 0.0 342.0 0.0 31.2 887.8 462.4 0.0 61.75 Bot - Section 3 79.6 154.4 0.0 54.6 79.6 209.0 0.0 62.00 Appurtenance(s) 50.0 44.1 565.4 0.0 0.0 256.5 0.0 7.8 615.4 308.4 0.0 63.00 Appurtenance(s) 79.8 175.3 398.1 0.0 0.0 171.0 0.0 31.2 477.9 377.5 0.0 64.00 Appurtenance(s) 79.4 173.9 389.5 0.0 0.0 171.0 0.0 31.2 468.8 376.1 0.0 65.00 Appurtenance(s) 79.0 172.5 951.8 0.0 0.0 427.5 0.0 31.2 1,030.8 631.1 0.0 66.00 Appurtenance(s) 78.6 171.0 381.9 0.0 0.0 171.0 0.0 31.2 460.5 373.2 0.0 67.00 Top - Section 2 78.2 169.6 727.6 0.0 0.0 342.0 0.0 31.2 805.8 542.8 0.0 68.00 Appurtenance(s) 77.8 84.7 192.2 0.0 0.0 85.5 0.0 31.2 269.9 201.4 0.0 69.00 Appurtenance(s) 77.4 84.0 771.1 0.0 0.0 342.0 0.0 31.2 848.4 457.1 0.0 70.00 Appurtenance(s) 76.9 83.2 386.7 0.0 0.0 171.0 0.0 31.2 463.6 285.4 0.0 71.00 Appurtenance(s) 114.4 82.5 956.6 0.0 0.0 427.5 0.0 31.2 1,071.0 541.2 0.0 73.00 Appurtenance(s) 113.7 162.9 727.7 0.0 0.0 342.0 0.0 62.4 841.4 567.3 0.0 74.00 Appurtenance(s) 75.1 80.4 378.1 0.0 0.0 171.0 0.0 31.2 453.2 282.6 0.0 75.00 Appurtenance(s) 74.7 79.6 365.9 0.0 0.0 171.0 0.0 31.2 440.6 281.8 0.0 76.00 Appurtenance(s) 74.2 78.9 550.4 0.0 0.0 256.5 0.0 31.2 624.6 366.6 0.0 77.00 Appurtenance(s) 73.8 78.2 184.0 0.0 0.0 85.5 0.0 31.2 257.7 194.9 0.0 78.00 Appurtenance(s) 73.3 77.5 369.0 0.0 0.0 171.0 0.0 31.2 442.2 279.7 0.0 79.00 Appurtenance(s) 72.8 76.8 541.7 0.0 0.0 342.0 0.0 31.2 614.5 450.0 0.0 80.00 Appurtenance(s) 108.1 76.1 3,792.0 0.0 -2,135.8 2,103.4 0.0 31.2 3,900.0 2,210.6 0.0 82.00 Appurtenance(s) 107.3 149.9 178.9 0.0 0.0 85.5 0.0 53.2 286.2 288.7 0.0 83.00 Appurtenance(s) 70.8 73.9 358.6 0.0 0.0 171.0 0.0 26.6 429.4 271.5 0.0 84.00 Appurtenance(s) 70.3 73.2 339.2 0.0 0.0 162.0 0.0 26.6 409.5 261.8 0.0 85.00 Appurtenance(s) 104.3 72.5 319.7 0.0 0.0 153.0 0.0 26.6 424.0 252.1 0.0 87.00 Appurtenance(s) 103.5 142.8 160.6 0.0 0.0 76.5 0.0 53.2 264.1 272.5 0.0 88.00 Appurtenance(s) 68.2 70.3 322.1 0.0 0.0 153.0 0.0 26.6 390.3 249.9 0.0 Page: 10 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. All rights reserved. Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:35 PM Customer: VERIZON WIRELESS Load Case: 0.9D + 1.6W 90 mph with No Ice (Reduced DL) 22 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :0.90 Wind Load Factor :1.60 89.00 Appurtenance(s) 67.7 69.6 316.8 0.0 0.0 153.0 90.00 Appurtenance(s) 67.1 68.9 323.6 0.0 0.0 153.0 91.00 Appurtenance(s) 99.5 68.1 477.5 0.0 0.0 229.5 93.00 Appurtenance(s) 98.6 134.1 5,251.3 0.0 0.0 2,568.5 94.00 Appurtenance(s) 64.9 66.0 470.4 0.0 0.0 202.5 95.00 Appurtenance(s) 64.4 65.3 314.3 0.0 0.0 135.0 96.00 Appurtenance(s) 63.8 64.5 472.5 0.0 0.0 202.5 97.00 Appurtenance(s) 63.2 63.8 157.8 0.0 0.0 67.5 98.00 Appurtenance(s) 62.7 63.1 474.5 0.0 0.0 202.5 99.00 Appurtenance(s) 62.1 62.4 317.0 0.0 0.0 135.0 100.00 Appurtenance(s) 91.8 61.7 3,307.7 0.0 0.0 1,592.5 102.00 Appurtenance(s) 90.9 121.2 154.2 0.0 0.0 67.5 103.00 Appurtenance(s) 59.7 59.5 618.2 0.0 0.0 270.0 104.00 Appurtenance(s) 59.1 58.8 154.9 0.0 0.0 67.5 105.00 Appurtenance(s) 29.4 58.1 626.9 0.0 484.3 270.0 Page: 11 0.0 26.6 384.5 249.2 0.0 0.0 0.0 26.6 390.7 248.5 0.0 0.0 0.0 26.6 577.0 324.2 0.0 0.0 0.0 53.2 5,349.9 2,755.8 0.0 0.0 0.0 2.9 535.3 271.4 0.0 0.0 0.0 2.9 378.6 203.2 0.0 0.0 0.0 2.9 536.3 269.9 0.0 0.0 0.0 2.9 221.1 134.2 0.0 0.0 0.0 2.9 537.2 268.5 0.0 0.0 0.0 2.9 379.1 200.3 0.0 0.0 0.0 2.9 3,399.5 1,657.0 0.0 0.0 0.0 0.0 245.1 188.7 0.0 0.0 0.0 0.0 677.9 329.5 0.0 0.0 0.0 0.0 214.0 126.3 0.0 0.0 0.0 0.0 656.3 328.1 0.0 0.0 Totals: 42,746.0 33,077.1 0.00 0.00 Site Number: 283534 Site Name: SARATOGA SPRINGS NY, NY Customer: VERIZON WIRELESS Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. All rights reserved. Engineering Number: 12626073_C3_01 1/17/2019 3:33:35 PM Load Case: 0.9D + 1.6W 90 mph with No Ice (Reduced DL) 22 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :0.90 Wind Load Factor :1.60 Calculated Forces Seg Pu Vu Elev FY (-) FX (-) (ft) (ki ps) (kips) Tu MY (ft -kips) Mu Mu MZ MX (ft -kips) (ft -kips) Resultant Moment (ft -kips) phi Pn (kips) phi Vn (kips) phi phi Tn Mn (ft -kips) (ft -kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -32.94 -42.43 0.00 -3,175.54 0.00 3,175.54 4,208.02 2,104.01 9,293.27 4,653.54 0.00 0.00 0.691 10.00 -30.46 -41.79 0.00 -2,751.27 0.00 2,751.27 4,065.06 2,032.53 8,479.36 4,245.98 0.39 -0.36 0.656 20.00 -28.10 -41.13 0.00 -2,333.41 0.00 2,333.41 3,911.73 1,955.87 7,680.12 3,845.77 1.55 -0.73 0.614 30.00 -25.85 -40.42 0.00 -1,922.17 0.00 1,922.17 3,748.02 1,874.01 6,899.36 3,454.81 3.49 -1.10 0.564 40.00 -23.81 -39.92 0.00 -1,518.01 0.00 1,518.01 3,573.94 1,786.97 6,140.90 3,075.01 6.19 -1.46 0.501 43.00 -23.14 -39.60 0.00 -1,398.25 0.00 1,398.25 3,519.69 1,759.84 5,918.28 2,963.54 7.15 -1.57 0.479 44.00 -22.77 -39.20 0.00 -1,358.65 0.00 1,358.65 3,501.40 1,750.70 5,844.61 2,926.65 7.48 -1.61 0.471 45.00 -22.48 -38.93 0.00 -1,319.45 0.00 1,319.45 3,483.00 1,741.50 5,771.22 2,889.90 7.82 -1.65 0.464 47.00 -21.93 -38.43 0.00 -1,241.60 0.00 1,241.60 3,445.90 1,722.95 5,625.29 2,816.82 8.53 -1.72 0.448 48.00 -21.32 -37.61 0.00 -1,203.17 0.00 1,203.17 3,427.20 1,713.60 5,552.75 2,780.50 8.89 -1.76 0.439 49.00 -20.94 -37.34 0.00 -1,165.56 0.00 1,165.56 3,408.39 1,704.19 5,480.50 2,744.33 9.27 -1.80 0.431 50.00 -20.49 -36.88 0.00 -1,128.22 0.00 1,128.22 3,389.48 1,694.74 5,408.55 2,708.30 9.65 -1.83 0.423 51.00 -20.05 -36.40 0.00 -1,091.34 0.00 1,091.34 3,370.46 1,685.23 5,336.90 2,672.42 10.04 -1.87 0.415 52.00 -19.61 -35.93 0.00 -1,054.94 0.00 1,054.94 3,351.34 1,675.67 5,265.55 2,636.69 10.43 -1.90 0.406 52.75 -19.40 -35.88 0.00 -1,027.99 0.00 1,027.99 1,955.62 977.81 3,115.23 1,559.93 10.73 -1.93 0.670 53.00 -19.19 -35.43 0.00 -1,019.02 0.00 1,019.02 1,953.57 976.79 3,105.98 1,555.30 10.83 -1.94 0.666 54.00 -18.89 -34.95 0.00 -983.59 0.00 983.59 1,945.33 972.67 3,069.04 1,536.80 11.25 -1.99 0.651 55.00 -18.66 -34.69 0.00 -948.64 0.00 948.64 1,936.99 968.49 3,032.14 1,518.32 11.67 -2.04 0.636 56.00 -18.35 -34.23 0.00 -913.95 0.00 913.95 1,928.54 964.27 2,995.28 1,499.86 12.10 -2.08 0.620 57.00 -17.97 -33.56 0.00 -879.72 0.00 879.72 1,919.99 959.99 2,958.46 1,481.43 12.54 -2.13 0.604 58.00 -17.59 -32.89 0.00 -846.16 0.00 846.16 1,911.33 955.67 2,921.70 1,463.02 12.99 -2.18 0.589 59.00 -17.29 -32.44 0.00 -813.27 0.00 813.27 1,902.57 951.29 2,884.99 1,444.64 13.46 -2.22 0.573 60.00 -16.83 -31.56 0.00 -780.83 0.00 780.83 1,893.71 946.85 2,848.34 1,426.29 13.93 -2.27 0.557 61.75 -16.60 -31.48 0.00 -725.61 0.00 725.61 1,877.95 938.97 2,784.36 1,394.25 14.77 -2.35 0.530 62.00 -16.30 -30.86 0.00 -717.74 0.00 717.74 1,875.67 937.84 2,775.24 1,389.68 14.90 -2.36 0.526 63.00 -15.92 -30.38 0.00 -686.88 0.00 686.88 1,866.50 933.25 2,738.79 1,371.43 15.40 -2.40 0.510 64.00 -15.54 -29.91 0.00 -656.50 0.00 656.50 1,857.22 928.61 2,702.41 1,353.21 15.90 -2.44 0.495 65.00 -14.94 -28.86 0.00 -626.59 0.00 626.59 1,847.84 923.92 2,666.11 1,335.04 16.42 -2.48 0.478 66.00 -14.57 -28.39 0.00 -597.73 0.00 597.73 1,838.35 919.18 2,629.90 1,316.90 16.94 -2.52 0.463 67.00 -14.04 -27.57 0.00 -569.34 0.00 569.34 1,844.90 922.45 2,654.86 1,329.40 17.48 -2.56 0.437 68.00 -13.83 -27.30 0.00 -541.77 0.00 541.77 1,835.38 917.69 2,618.67 1,311.28 18.02 -2.60 0.422 69.00 -13.40 -26.44 0.00 -514.46 0.00 514.46 1,825.76 912.88 2,582.56 1,293.20 18.57 -2.64 0.406 70.00 -13.12 -25.98 0.00 -488.02 0.00 488.02 1,816.04 908.02 2,546.55 1,275.17 19.12 -2.67 0.391 71.00 -12.61 -24.89 0.00 -462.05 0.00 462.05 1,806.21 903.10 2,510.63 1,257.18 19.69 -2.70 0.375 73.00 -12.06 -24.03 0.00 -412.26 0.00 412.26 1,786.24 893.12 2,439.09 1,221.36 20.84 -2.77 0.345 74.00 -11.79 -23.57 0.00 -388.23 0.00 388.23 1,776.10 888.05 2,403.47 1,203.52 21.42 -2.80 0.330 75.00 -11.52 -23.13 0.00 -364.66 0.00 364.66 1,765.85 882.93 2,367.97 1,185.74 22.01 -2.83 0.315 76.00 -11.17 -22.49 0.00 -341.53 0.00 341.53 1,755.50 877.75 2,332.58 1,168.02 22.61 -2.86 0.299 77.00 -10.98 -22.23 0.00 -319.04 0.00 319.04 1,745.05 872.53 2,297.30 1,150.36 23.21 -2.89 0.284 78.00 -10.71 -21.78 0.00 -296.82 0.00 296.82 1,734.50 867.25 2,262.15 1,132.76 23.82 -2.91 0.269 79.00 -10.29 -21.14 0.00 -275.04 0.00 275.04 1,723.84 861.92 2,227.12 1,115.22 24.43 -2.94 0.253 80.00 -8.27 -17.14 0.00 -253.90 0.00 253.90 1,713.07 856.54 2,192.22 1,097.74 25.05 -2.96 0.237 82.00 -7.99 -16.84 0.00 -219.62 0.00 219.62 1,691.23 845.62 2,122.82 1,062.99 26.30 -3.01 0.212 83.00 -7.73 -16.40 0.00 -202.78 0.00 202.78 1,680.16 840.08 2,088.33 1,045.72 26.93 -3.03 0.199 84.00 -7.49 -15.98 0.00 -186.37 0.00 186.37 1,668.98 834.49 2,053.98 1,028.52 27.57 -3.05 0.186 85.00 -7.25 -15.55 0.00 -170.39 0.00 170.39 1,657.70 828.85 2,019.78 1,011.39 28.21 -3.07 0.173 87.00 -6.99 -15.27 0.00 -139.29 0.00 139.29 1,634.82 817.41 1,951.83 977.37 29.50 -3.10 0.147 88.00 -6.75 -14.87 0.00 -124.02 0.00 124.02 1,623.23 811.61 1,918.10 960.48 30.15 -3.12 0.134 89.00 -6.52 -14.48 0.00 -109.15 0.00 109.15 1,611.53 805.77 1,884.53 943.66 30.80 -3.13 0.120 90.00 -6.29 -14.07 0.00 -94.67 0.00 94.67 1,599.73 799.87 1,851.12 926.94 31.46 -3.14 0.106 91.00 -6.00 -13.48 0.00 -80.60 0.00 80.60 1,587.83 793.91 1,817.89 910.29 32.12 -3.15 0.093 Page: 12 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. 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Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:35 PM Customer: VERIZON WIRELESS Load Case: 0.9D + 1.6W 90 mph with No Ice (Reduced DL) 22 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :0.90 Wind Load Factor :1.60 93.00 -3.54 -7.99 0.00 -53.63 0.00 53.63 1,563.71 781.85 1,751.94 877.27 33.45 -3.17 0.064 94.00 -3.30 -7.44 0.00 -45.65 0.00 45.65 1,551.49 775.74 1,719.24 860.90 34.11 -3.18 0.055 95.00 -3.12 -7.05 0.00 -38.21 0.00 38.21 1,539.17 769.58 1,686.73 844.62 34.78 -3.18 0.047 96.00 -2.88 -6.50 0.00 -31.16 0.00 31.16 1,526.75 763.37 1,654.40 828.43 35.44 -3.19 0.040 97.00 -2.75 -6.27 0.00 -24.66 0.00 24.66 1,514.22 757.11 1,622.27 812.34 36.11 -3.19 0.032 98.00 -2.51 -5.72 0.00 -18.38 0.00 18.38 1,501.59 750.79 1,590.33 796.35 36.78 -3.20 0.025 99.00 -2.34 -5.33 0.00 -12.66 0.00 12.66 1,488.85 744.43 1,558.60 780.46 37.45 -3.20 0.018 100.00 -0.87 -1.84 0.00 -7.33 0.00 7.33 1,476.01 738.01 1,527.07 764.67 38.12 -3.20 0.010 102.00 -0.70 -1.59 0.00 -3.64 0.00 3.64 1,450.02 725.01 1,464.64 733.41 39.46 -3.20 0.005 103.00 -0.41 -0.89 0.00 -2.05 0.00 2.05 1,434.98 717.49 1,431.86 716.99 40.13 -3.20 0.003 104.00 -0.29 -0.67 0.00 -1.16 0.00 1.16 1,417.53 708.77 1,397.08 699.58 40.80 -3.20 0.002 105.00 0.00 -0.66 0.00 -0.48 0.00 0.48 1,400.09 700.04 1,362.73 682.38 41.47 -3.20 0.001 Page: 13 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. 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Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:35 PM Customer: VERIZON WIRELESS Load Case: 1.2D + 1.ODi + 1.OWi 40 mph with 0.75 in Radial Ice 21 Iterations Gust Response Factor :1.10 Ice Dead Load Factor .1.00 Wind Importance Factor 1.00 Dead Load Factor :1.20 Ice Importance Factor :1.00 Wind Load Factor :1.00 Applied Segment Forces Summary Shaft Forces Discrete Forces Seg Elev Wind FX (ft) Description (I b) Dead Torsion Moment Load Wind FX MY MZ (I b) (I b) (I b -ft) (I b -ft) Dead Load (I b) Linear Forces Dead Wind FX Load Wind FX (I b) (I b) (I b) Sum of Forces Dead Torsion Moment Load MY MZ (Ib) (Ib -ft) (Ib) 0.00 101.7 0.0 0.0 0.0 101.7 0.0 0.0 10.00 198.4 3,352.7 0.0 415.8 198.4 3,768.5 0.0 20.00 198.5 3,254.5 0.0 415.8 198.5 3,670.3 0.0 30.00 204.7 3,102.9 0.0 415.8 204.7 3,518.7 0.0 40.00 133.7 2,933.3 0.0 415.8 133.7 3,349.1 0.0 43.00 Appurtenance(s) 40.9 851.2 38.6 0.0 0.0 354.8 0.0 124.7 79.5 1,330.8 0.0 44.00 Appurtenance(s) 20.4 280.7 77.7 0.0 0.0 711.0 0.0 41.6 98.1 1,033.3 0.0 45.00 Appurtenance(s) 30.5 278.9 39.1 0.0 0.0 355.8 0.0 41.6 69.6 676.3 0.0 47.00 Bot - Section 2 30.6 551.7 89.2 0.0 0.0 712.6 0.0 83.2 119.8 1,347.5 0.0 48.00 Appurtenance(s) 20.5 404.8 175.0 0.0 0.0 1,427.1 0.0 41.6 195.5 1,873.5 0.0 49.00 Appurtenance(s) 20.4 402.0 45.1 0.0 0.0 357.1 0.0 41.6 65.5 800.7 0.0 50.00 Appurtenance(s) 20.4 399.2 90.7 0.0 0.0 714.8 0.0 41.6 111.1 1,155.6 0.0 51.00 Appurtenance(s) 20.3 396.4 93.4 0.0 0.0 715.4 0.0 41.6 113.8 1,153.4 0.0 52.00 Appurtenance(s) 17.7 393.6 96.2 0.0 0.0 716.0 0.0 41.6 113.9 1,151.1 0.0 52.75 Top - Section 1 10.1 293.4 0.0 31.2 10.1 324.6 0.0 53.00 Appurtenance(s) 12.6 51.3 96.7 0.0 0.0 716.8 0.0 10.4 109.3 778.4 0.0 54.00 Appurtenance(s) 20.1 203.9 97.2 0.0 0.0 717.1 0.0 41.6 117.3 962.6 0.0 55.00 Appurtenance(s) 20.1 202.5 46.5 0.0 0.0 358.8 0.0 41.6 66.6 602.9 0.0 56.00 Appurtenance(s) 20.0 201.1 91.1 0.0 0.0 718.2 0.0 41.6 111.1 960.9 0.0 57.00 Appurtenance(s) 20.0 199.7 143.1 0.0 0.0 1,078.1 0.0 41.6 163.0 1,319.4 0.0 58.00 Appurtenance(s) 19.9 198.3 141.4 0.0 0.0 1,078.9 0.0 41.6 161.3 1,318.8 0.0 59.00 Appurtenance(s) 19.8 196.9 89.3 0.0 0.0 719.8 0.0 41.6 109.1 958.3 0.0 60.00 Appurtenance(s) 27.1 195.5 187.8 0.0 0.0 1,440.6 0.0 41.6 214.9 1,677.7 0.0 61.75 Bot - Section 3 19.7 338.3 0.0 72.8 19.7 411.1 0.0 62.00 Appurtenance(s) 12.4 77.9 136.7 0.0 0.0 1,082.2 0.0 10.4 149.1 1,170.5 0.0 63.00 Appurtenance(s) 19.8 309.9 96.3 0.0 0.0 721.8 0.0 41.6 116.1 1,073.3 0.0 64.00 Appurtenance(s) 19.7 307.6 94.3 0.0 0.0 722.3 0.0 41.6 114.0 1,071.4 0.0 65.00 Appurtenance(s) 19.6 305.2 230.6 0.0 0.0 1,806.9 0.0 41.6 250.2 2,153.6 0.0 66.00 Appurtenance(s) 19.5 302.8 92.6 0.0 0.0 723.2 0.0 41.6 112.1 1,067.6 0.0 67.00 Top - Section 2 19.4 300.4 176.5 0.0 0.0 1,447.4 0.0 41.6 196.0 1,789.3 0.0 68.00 Appurtenance(s) 19.3 186.7 46.7 0.0 0.0 362.1 0.0 41.6 66.0 590.3 0.0 69.00 Appurtenance(s) 19.2 185.2 187.4 0.0 0.0 1,449.2 0.0 41.6 206.6 1,676.0 0.0 70.00 Appurtenance(s) 19.2 183.8 94.0 0.0 0.0 725.0 0.0 41.6 113.2 950.4 0.0 71.00 Appurtenance(s) 28.5 182.4 232.8 0.0 0.0 1,813.7 0.0 41.6 261.3 2,037.6 0.0 73.00 Appurtenance(s) 28.4 359.7 177.3 0.0 0.0 1,452.2 0.0 83.2 205.6 1,895.1 0.0 74.00 Appurtenance(s) 18.8 178.0 92.2 0.0 0.0 726.8 0.0 41.6 111.0 946.3 0.0 75.00 Appurtenance(s) 18.7 176.5 89.3 0.0 0.0 727.2 0.0 41.6 108.0 945.3 0.0 76.00 Appurtenance(s) 18.6 175.1 134.4 0.0 0.0 1,091.4 0.0 41.6 153.0 1,308.0 0.0 77.00 Appurtenance(s) 18.5 173.6 44.9 0.0 0.0 364.0 0.0 41.6 63.4 579.2 0.0 78.00 Appurtenance(s) 18.4 172.1 90.2 0.0 0.0 728.4 0.0 41.6 108.6 942.1 0.0 79.00 Appurtenance(s) 18.3 170.6 132.5 0.0 0.0 1,457.6 0.0 41.6 150.8 1,669.8 0.0 80.00 Appurtenance(s) 27.2 169.2 740.5 0.0 -327.9 8,735.5 0.0 41.6 767.7 8,946.3 0.0 82.00 Appurtenance(s) 27.0 333.3 43.8 0.0 0.0 364.9 0.0 70.9 70.8 769.1 0.0 83.00 Appurtenance(s) 17.9 164.7 87.9 0.0 0.0 730.3 0.0 35.5 105.8 930.5 0.0 84.00 Appurtenance(s) 17.7 163.2 83.2 0.0 0.0 692.3 0.0 35.5 101.0 891.0 0.0 85.00 Appurtenance(s) 26.4 161.8 78.5 0.0 0.0 654.1 0.0 35.5 104.9 851.4 0.0 87.00 Appurtenance(s) 26.2 318.4 39.5 0.0 0.0 327.3 0.0 70.9 65.7 716.7 0.0 88.00 Appurtenance(s) 17.3 157.3 79.2 0.0 0.0 655.1 0.0 35.5 96.5 847.9 0.0 Page: 14 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. All rights reserved. Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:39 PM Customer: VERIZON WIRELESS Load Case: 1.2D + 1.ODi + 1.OWi 40 mph with 0.75 in Radial Ice 21 Iterations Gust Response Factor :1.10 Ice Dead Load Factor .1.00 Wind Importance Factor 1.00 Dead Load Factor :1.20 Ice Importance Factor :1.00 Wind Load Factor :1.00 89.00 Appurtenance(s) 17.2 155.8 78.0 0.0 0.0 655.4 90.00 Appurtenance(s) 17.1 154.3 79.7 0.0 0.0 655.8 91.00 Appurtenance(s) 25.3 152.8 117.6 0.0 0.0 984.1 93.00 Appurtenance(s) 25.1 300.4 1,018.1 0.0 0.0 11,490.6 94.00 Appurtenance(s) 16.6 148.3 116.1 0.0 0.0 869.5 95.00 Appurtenance(s) 16.5 146.8 77.6 0.0 0.0 580.0 96.00 Appurtenance(s) 16.3 145.2 116.7 0.0 0.0 870.3 97.00 Appurtenance(s) 16.2 143.7 39.0 0.0 0.0 290.2 98.00 Appurtenance(s) 16.1 142.2 117.3 0.0 0.0 871.1 99.00 Appurtenance(s) 16.0 140.7 78.4 0.0 0.0 581.0 100.00 Appurtenance(s) 23.7 139.2 634.7 0.0 0.0 7,132.0 102.00 Appurtenance(s) 23.5 273.2 38.2 0.0 0.0 290.8 103.00 Appurtenance(s) 15.4 134.6 153.2 0.0 0.0 1,164.0 104.00 Appurtenance(s) 15.3 133.1 38.4 0.0 0.0 291.1 105.00 Appurtenance(s) 7.6 131.6 155.6 0.0 120.2 1,165.0 Page: 15 0.0 35.5 95.1 846.7 0.0 0.0 0.0 35.5 96.7 845.5 0.0 0.0 0.0 35.5 143.0 1,172.4 0.0 0.0 0.0 70.9 1,043.2 11,861.9 0.0 0.0 0.0 3.9 132.6 1,021.7 0.0 0.0 0.0 3.9 94.1 730.6 0.0 0.0 0.0 3.9 133.0 1,019.4 0.0 0.0 0.0 3.9 55.2 437.8 0.0 0.0 0.0 3.9 133.4 1,017.2 0.0 0.0 0.0 3.9 94.4 725.6 0.0 0.0 0.0 3.9 658.3 7,275.1 0.0 0.0 0.0 0.0 61.7 564.0 0.0 0.0 0.0 0.0 168.7 1,298.6 0.0 0.0 0.0 0.0 53.7 424.2 0.0 0.0 0.0 0.0 163.2 1,296.5 0.0 0.0 Tota I s: 9,809.88 100, 499. 0.00 0.00 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. 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Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:39 PM Customer: VERIZON WIRELESS Load Case: 1.2D + 1.ODi + 1.OWi 40 mph with 0.75 in Radial Ice 21 Iterations Gust Response Factor :1.10 Ice Dead Load Factor .1.00 Wind Importance Factor 1.00 Dead Load Factor :1.20 Ice Importance Factor :1.00 Wind Load Factor :1.00 Calculated Forces Seg Pu Vu Elev FY (-) FX (-) (ft) (ki ps) (kips) Tu MY (ft -kips) Mu Mu MZ MX (ft -kips) (ft -kips) Resultant Moment (ft -kips) phi Pn (kips) phi Vn (kips) phi phi Tn Mn (ft -kips) (ft -kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -100.49 -9.78 0.00 -750.73 0.00 750.73 4,208.02 2,104.01 9,293.27 4,653.54 0.00 0.00 0.185 10.00 -96.71 -9.73 0.00 -652.89 0.00 652.89 4,065.06 2,032.53 8,479.36 4,245.98 0.09 -0.09 0.178 20.00 -93.02 -9.67 0.00 -555.59 0.00 555.59 3,911.73 1,955.87 7,680.12 3,845.77 0.37 -0.17 0.168 30.00 -89.49 -9.58 0.00 -458.94 0.00 458.94 3,748.02 1,874.01 6,899.36 3,454.81 0.83 -0.26 0.157 40.00 -86.13 -9.52 0.00 -363.09 0.00 363.09 3,573.94 1,786.97 6,140.90 3,075.01 1.47 -0.35 0.142 43.00 -84.80 -9.45 0.00 -334.55 0.00 334.55 3,519.69 1,759.84 5,918.28 2,963.54 1.70 -0.37 0.137 44.00 -83.77 -9.36 0.00 -325.09 0.00 325.09 3,501.40 1,750.70 5,844.61 2,926.65 1.78 -0.38 0.135 45.00 -83.09 -9.31 0.00 -315.73 0.00 315.73 3,483.00 1,741.50 5,771.22 2,889.90 1.86 -0.39 0.133 47.00 -81.74 -9.20 0.00 -297.12 0.00 297.12 3,445.90 1,722.95 5,625.29 2,816.82 2.03 -0.41 0.129 48.00 -79.87 -9.00 0.00 -287.92 0.00 287.92 3,427.20 1,713.60 5,552.75 2,780.50 2.11 -0.42 0.127 49.00 -79.07 -8.94 0.00 -278.92 0.00 278.92 3,408.39 1,704.19 5,480.50 2,744.33 2.20 -0.43 0.125 50.00 -77.91 -8.83 0.00 -269.98 0.00 269.98 3,389.48 1,694.74 5,408.55 2,708.30 2.29 -0.44 0.123 51.00 -76.76 -8.72 0.00 -261.15 0.00 261.15 3,370.46 1,685.23 5,336.90 2,672.42 2.39 -0.44 0.121 52.00 -75.60 -8.61 0.00 -252.43 0.00 252.43 3,351.34 1,675.67 5,265.55 2,636.69 2.48 -0.45 0.118 52.75 -75.28 -8.60 0.00 -245.97 0.00 245.97 1,955.62 977.81 3,115.23 1,559.93 2.55 -0.46 0.196 53.00 -74.50 -8.50 0.00 -243.82 0.00 243.82 1,953.57 976.79 3,105.98 1,555.30 2.58 -0.46 0.195 54.00 -73.54 -8.39 0.00 -235.32 0.00 235.32 1,945.33 972.67 3,069.04 1,536.80 2.67 -0.47 0.191 55.00 -72.93 -8.33 0.00 -226.94 0.00 226.94 1,936.99 968.49 3,032.14 1,518.32 2.77 -0.49 0.187 56.00 -71.97 -8.22 0.00 -218.61 0.00 218.61 1,928.54 964.27 2,995.28 1,499.86 2.88 -0.50 0.183 57.00 -70.65 -8.06 0.00 -210.39 0.00 210.39 1,919.99 959.99 2,958.46 1,481.43 2.98 -0.51 0.179 58.00 -69.33 -7.90 0.00 -202.33 0.00 202.33 1,911.33 955.67 2,921.70 1,463.02 3.09 -0.52 0.175 59.00 -68.37 -7.80 0.00 -194.43 0.00 194.43 1,902.57 951.29 2,884.99 1,444.64 3.20 -0.53 0.171 60.00 -66.70 -7.58 0.00 -186.63 0.00 186.63 1,893.71 946.85 2,848.34 1,426.29 3.31 -0.54 0.166 61.75 -66.29 -7.57 0.00 -173.36 0.00 173.36 1,877.95 938.97 2,784.36 1,394.25 3.52 -0.56 0.160 62.00 -65.12 -7.42 0.00 -171.47 0.00 171.47 1,875.67 937.84 2,775.24 1,389.68 3.54 -0.56 0.158 63.00 -64.04 -7.30 0.00 -164.05 0.00 164.05 1,866.50 933.25 2,738.79 1,371.43 3.66 -0.57 0.154 64.00 -62.97 -7.19 0.00 -156.74 0.00 156.74 1,857.22 928.61 2,702.41 1,353.21 3.78 -0.58 0.150 65.00 -60.82 -6.93 0.00 -149.55 0.00 149.55 1,847.84 923.92 2,666.11 1,335.04 3.91 -0.59 0.145 66.00 -59.75 -6.81 0.00 -142.63 0.00 142.63 1,838.35 919.18 2,629.90 1,316.90 4.03 -0.60 0.141 67.00 -57.96 -6.61 0.00 -135.81 0.00 135.81 1,844.90 922.45 2,654.86 1,329.40 4.16 -0.61 0.134 68.00 -57.37 -6.55 0.00 -129.20 0.00 129.20 1,835.38 917.69 2,618.67 1,311.28 4.29 -0.62 0.130 69.00 -55.70 -6.33 0.00 -122.66 0.00 122.66 1,825.76 912.88 2,582.56 1,293.20 4.42 -0.63 0.125 70.00 -54.75 -6.21 0.00 -116.33 0.00 116.33 1,816.04 908.02 2,546.55 1,275.17 4.55 -0.64 0.121 71.00 -52.71 -5.94 0.00 -110.12 0.00 110.12 1,806.21 903.10 2,510.63 1,257.18 4.69 -0.64 0.117 73.00 -50.82 -5.72 0.00 -98.24 0.00 98.24 1,786.24 893.12 2,439.09 1,221.36 4.96 -0.66 0.109 74.00 -49.87 -5.61 0.00 -92.51 0.00 92.51 1,776.10 888.05 2,403.47 1,203.52 5.10 -0.67 0.105 75.00 -48.93 -5.49 0.00 -86.91 0.00 86.91 1,765.85 882.93 2,367.97 1,185.74 5.24 -0.67 0.101 76.00 -47.62 -5.33 0.00 -81.41 0.00 81.41 1,755.50 877.75 2,332.58 1,168.02 5.38 -0.68 0.097 77.00 -47.04 -5.27 0.00 -76.08 0.00 76.08 1,745.05 872.53 2,297.30 1,150.36 5.53 -0.69 0.093 78.00 -46.10 -5.15 0.00 -70.82 0.00 70.82 1,734.50 867.25 2,262.15 1,132.76 5.67 -0.69 0.089 79.00 -44.43 -4.98 0.00 -65.67 0.00 65.67 1,723.84 861.92 2,227.12 1,115.22 5.82 -0.70 0.085 80.00 -35.50 -4.11 0.00 -60.68 0.00 60.68 1,713.07 856.54 2,192.22 1,097.74 5.97 -0.71 0.076 82.00 -34.73 -4.04 0.00 -52.46 0.00 52.46 1,691.23 845.62 2,122.82 1,062.99 6.26 -0.72 0.070 83.00 -33.80 -3.92 0.00 -48.42 0.00 48.42 1,680.16 840.08 2,088.33 1,045.72 6.42 -0.72 0.066 84.00 -32.91 -3.81 0.00 -44.50 0.00 44.50 1,668.98 834.49 2,053.98 1,028.52 6.57 -0.73 0.063 85.00 -32.06 -3.70 0.00 -40.69 0.00 40.69 1,657.70 828.85 2,019.78 1,011.39 6.72 -0.73 0.060 87.00 -31.34 -3.63 0.00 -33.29 0.00 33.29 1,634.82 817.41 1,951.83 977.37 7.03 -0.74 0.053 88.00 -30.49 -3.52 0.00 -29.66 0.00 29.66 1,623.23 811.61 1,918.10 960.48 7.18 -0.74 0.050 89.00 -29.65 -3.42 0.00 -26.14 0.00 26.14 1,611.53 805.77 1,884.53 943.66 7.34 -0.75 0.046 90.00 -28.80 -3.31 0.00 -22.72 0.00 22.72 1,599.73 799.87 1,851.12 926.94 7.50 -0.75 0.043 91.00 -27.63 -3.16 0.00 -19.41 0.00 19.41 1,587.83 793.91 1,817.89 910.29 7.65 -0.75 0.039 Page: 16 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. 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Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:39 PM Customer: VERIZON WIRELESS Load Case: 1.2D + 1.ODi + 1.OWi 40 mph with 0.75 in Radial Ice 21 Iterations Gust Response Factor :1.10 Ice Dead Load Factor .1.00 Wind Importance Factor 1.00 Dead Load Factor :1.20 Ice Importance Factor :1.00 Wind Load Factor :1.00 93.00 -15.79 -1.96 0.00 -13.10 0.00 13.10 1,563.71 781.85 1,751.94 877.27 7.97 -0.76 0.025 94.00 -14.77 -1.81 0.00 -11.14 0.00 11.14 1,551.49 775.74 1,719.24 860.90 8.13 -0.76 0.022 95.00 -14.04 -1.71 0.00 -9.33 0.00 9.33 1,539.17 769.58 1,686.73 844.62 8.29 -0.76 0.020 96.00 -13.02 -1.56 0.00 -7.62 0.00 7.62 1,526.75 763.37 1,654.40 828.43 8.45 -0.76 0.018 97.00 -12.58 -1.50 0.00 -6.06 0.00 6.06 1,514.22 757.11 1,622.27 812.34 8.61 -0.76 0.016 98.00 -11.57 -1.35 0.00 -4.56 0.00 4.56 1,501.59 750.79 1,590.33 796.35 8.77 -0.76 0.013 99.00 -10.84 -1.25 0.00 -3.21 0.00 3.21 1,488.85 744.43 1,558.60 780.46 8.93 -0.76 0.011 100.00 -3.58 -0.49 0.00 -1.96 0.00 1.96 1,476.01 738.01 1,527.07 764.67 9.09 -0.76 0.005 102.00 -3.01 -0.43 0.00 -0.97 0.00 0.97 1,450.02 725.01 1,464.64 733.41 9.41 -0.76 0.003 103.00 -1.72 -0.24 0.00 -0.54 0.00 0.54 1,434.98 717.49 1,431.86 716.99 9.57 -0.76 0.002 104.00 -1.29 -0.18 0.00 -0.30 0.00 0.30 1,417.53 708.77 1,397.08 699.58 9.73 -0.76 0.001 105.00 0.00 -0.16 0.00 -0.12 0.00 0.12 1,400.09 700.04 1,362.73 682.38 9.89 -0.76 0.000 Page: 17 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. 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Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:39 PM Customer: VERIZON WIRELESS Load Case: 1.OD + 1.OW Serviceability 60 mph 21 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :1.00 Wind Load Factor :1.00 Applied Segment Forces Summary Shaft Forces Discrete Forces Seg Elev Wind FX (ft) Description (I b) Dead Torsion Moment Load Wind FX MY MZ (I b) (I b) (I b -ft) (I b -ft) Dead Load (I b) Linear Forces Dead Wind FX Load Wind FX (I b) (I b) (I b) Sum of Forces Dead Torsion Moment Load MY MZ (Ib) (Ib -ft) (Ib) 0.00 118.4 0.0 0.0 0.0 118.4 0.0 0.0 10.00 230.2 2,114.9 0.0 346.5 230.2 2,461.4 0.0 20.00 228.6 1,995.1 0.0 346.5 228.6 2,341.6 0.0 30.00 234.3 1,875.2 0.0 346.5 234.3 2,221.7 0.0 40.00 152.4 1,755.3 0.0 346.5 152.4 2,101.8 0.0 43.00 Appurtenance(s) 46.5 503.2 45.2 0.0 0.0 95.0 0.0 104.0 91.7 702.2 0.0 44.00 Appurtenance(s) 23.2 165.3 90.9 0.0 0.0 190.0 0.0 34.6 114.0 390.0 0.0 45.00 Appurtenance(s) 34.6 164.1 45.6 0.0 0.0 95.0 0.0 34.6 80.2 293.8 0.0 47.00 Bot - Section 2 34.6 324.7 104.0 0.0 0.0 190.0 0.0 69.3 138.6 584.0 0.0 48.00 Appurtenance(s) 23.2 269.3 203.7 0.0 0.0 380.0 0.0 34.6 226.8 683.9 0.0 49.00 Appurtenance(s) 23.1 267.3 52.4 0.0 0.0 95.0 0.0 34.6 75.6 396.9 0.0 50.00 Appurtenance(s) 23.0 265.3 105.3 0.0 0.0 190.0 0.0 34.6 128.4 489.9 0.0 51.00 Appurtenance(s) 23.0 263.3 108.4 0.0 0.0 190.0 0.0 34.6 131.4 487.9 0.0 52.00 Appurtenance(s) 20.0 261.3 111.5 0.0 0.0 190.0 0.0 34.6 131.6 485.9 0.0 52.75 Top - Section 1 11.4 194.7 0.0 26.0 11.4 220.6 0.0 53.00 Appurtenance(s) 14.2 26.1 112.0 0.0 0.0 190.0 0.0 8.7 126.2 224.8 0.0 54.00 Appurtenance(s) 22.7 103.9 112.4 0.0 0.0 190.0 0.0 34.6 135.1 328.6 0.0 55.00 Appurtenance(s) 22.6 103.1 53.7 0.0 0.0 95.0 0.0 34.6 76.4 232.8 0.0 56.00 Appurtenance(s) 22.5 102.3 105.2 0.0 0.0 190.0 0.0 34.6 127.7 327.0 0.0 57.00 Appurtenance(s) 22.5 101.5 165.1 0.0 0.0 285.0 0.0 34.6 187.6 421.2 0.0 58.00 Appurtenance(s) 22.4 100.7 163.0 0.0 0.0 285.0 0.0 34.6 185.4 420.4 0.0 59.00 Appurtenance(s) 22.3 99.9 102.9 0.0 0.0 190.0 0.0 34.6 125.1 324.6 0.0 60.00 Appurtenance(s) 30.4 99.1 216.2 0.0 0.0 380.0 0.0 34.6 246.6 513.8 0.0 61.75 Bot - Section 3 22.1 171.6 0.0 60.6 22.1 232.2 0.0 62.00 Appurtenance(s) 13.9 49.0 157.1 0.0 0.0 285.0 0.0 8.7 171.0 342.6 0.0 63.00 Appurtenance(s) 22.2 194.8 110.6 0.0 0.0 190.0 0.0 34.6 132.7 419.5 0.0 64.00 Appurtenance(s) 22.1 193.2 108.2 0.0 0.0 190.0 0.0 34.6 130.2 417.9 0.0 65.00 Appurtenance(s) 21.9 191.6 264.4 0.0 0.0 475.0 0.0 34.6 286.3 701.3 0.0 66.00 Appurtenance(s) 21.8 190.0 106.1 0.0 0.0 190.0 0.0 34.6 127.9 414.7 0.0 67.00 Top - Section 2 21.7 188.4 202.1 0.0 0.0 380.0 0.0 34.6 223.8 603.1 0.0 68.00 Appurtenance(s) 21.6 94.1 53.4 0.0 0.0 95.0 0.0 34.6 75.0 223.7 0.0 69.00 Appurtenance(s) 21.5 93.3 214.2 0.0 0.0 380.0 0.0 34.6 235.7 507.9 0.0 70.00 Appurtenance(s) 21.4 92.5 107.4 0.0 0.0 190.0 0.0 34.6 128.8 317.1 0.0 71.00 Appurtenance(s) 31.8 91.7 265.7 0.0 0.0 475.0 0.0 34.6 297.5 601.3 0.0 73.00 Appurtenance(s) 31.6 181.0 202.1 0.0 0.0 380.0 0.0 69.3 233.7 630.3 0.0 74.00 Appurtenance(s) 20.9 89.3 105.0 0.0 0.0 190.0 0.0 34.6 125.9 313.9 0.0 75.00 Appurtenance(s) 20.7 88.5 101.6 0.0 0.0 190.0 0.0 34.6 122.4 313.1 0.0 76.00 Appurtenance(s) 20.6 87.7 152.9 0.0 0.0 285.0 0.0 34.6 173.5 407.3 0.0 77.00 Appurtenance(s) 20.5 86.9 51.1 0.0 0.0 95.0 0.0 34.6 71.6 216.5 0.0 78.00 Appurtenance(s) 20.4 86.1 102.5 0.0 0.0 190.0 0.0 34.6 122.8 310.7 0.0 79.00 Appurtenance(s) 20.2 85.3 150.5 0.0 0.0 380.0 0.0 34.6 170.7 500.0 0.0 80.00 Appurtenance(s) 30.0 84.5 1,053.3 0.0 -593.3 2,337.1 0.0 34.6 1,083.3 2,456.3 0.0 82.00 Appurtenance(s) 29.8 166.6 49.7 0.0 0.0 95.0 0.0 59.1 79.5 320.7 0.0 83.00 Appurtenance(s) 19.7 82.1 99.6 0.0 0.0 190.0 0.0 29.6 119.3 301.7 0.0 84.00 Appurtenance(s) 19.5 81.3 94.2 0.0 0.0 180.0 0.0 29.6 113.8 290.9 0.0 85.00 Appurtenance(s) 29.0 80.5 88.8 0.0 0.0 170.0 0.0 29.6 117.8 280.1 0.0 87.00 Appurtenance(s) 28.7 158.6 44.6 0.0 0.0 85.0 0.0 59.1 73.4 302.7 0.0 88.00 Appurtenance(s) 18.9 78.1 89.5 0.0 0.0 170.0 0.0 29.6 108.4 277.7 0.0 Page: 18 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. 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Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:43 PM Customer: VERIZON WIRELESS Load Case: 1.OD + 1.OW Serviceability 60 mph 21 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :1.00 Wind Load Factor :1.00 89.00 Appurtenance(s) 18.8 77.3 88.0 0.0 0.0 170.0 90.00 Appurtenance(s) 18.6 76.5 89.9 0.0 0.0 170.0 91.00 Appurtenance(s) 27.6 75.7 132.6 0.0 0.0 255.0 93.00 Appurtenance(s) 27.4 149.0 1,458.7 0.0 0.0 2,853.9 94.00 Appurtenance(s) 18.0 73.3 130.7 0.0 0.0 225.0 95.00 Appurtenance(s) 17.9 72.5 87.3 0.0 0.0 150.0 96.00 Appurtenance(s) 17.7 71.7 131.2 0.0 0.0 225.0 97.00 Appurtenance(s) 17.6 70.9 43.8 0.0 0.0 75.0 98.00 Appurtenance(s) 17.4 70.1 131.8 0.0 0.0 225.0 99.00 Appurtenance(s) 17.2 69.3 88.1 0.0 0.0 150.0 100.00 Appurtenance(s) 25.5 68.5 918.8 0.0 0.0 1,769.4 102.00 Appurtenance(s) 25.3 134.6 42.8 0.0 0.0 75.0 103.00 Appurtenance(s) 16.6 66.1 171.7 0.0 0.0 300.0 104.00 Appurtenance(s) 16.4 65.3 43.0 0.0 0.0 75.0 105.00 Appurtenance(s) 8.2 64.5 174.1 0.0 134.5 300.0 Page: 19 0.0 29.6 106.8 276.9 0.0 0.0 0.0 29.6 108.5 276.1 0.0 0.0 0.0 29.6 160.3 360.3 0.0 0.0 0.0 59.1 1,486.1 3,062.0 0.0 0.0 0.0 3.2 148.7 301.5 0.0 0.0 0.0 3.2 105.2 225.7 0.0 0.0 0.0 3.2 149.0 299.9 0.0 0.0 0.0 3.2 61.4 149.1 0.0 0.0 0.0 3.2 149.2 298.3 0.0 0.0 0.0 3.2 105.3 222.5 0.0 0.0 0.0 3.2 944.3 1,841.1 0.0 0.0 0.0 0.0 68.1 209.6 0.0 0.0 0.0 0.0 188.3 366.1 0.0 0.0 0.0 0.0 59.4 140.3 0.0 0.0 0.0 0.0 182.3 364.5 0.0 0.0 Totals: 11,873.9 36,752.3 0.00 0.00 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. 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Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:43 PM Customer: VERIZON WIRELESS Load Case: 1.OD + 1.OW Serviceability 60 mph 21 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :1.00 Wind Load Factor :1.00 Calculated Forces Seg Pu Vu Elev FY (-) FX (-) (ft) (ki ps) (kips) Tu MY (ft -kips) Mu Mu MZ MX (ft -kips) (ft -kips) Resultant Moment (ft -kips) phi Pn (kips) phi Vn (kips) phi phi Tn Mn (ft -kips) (ft -kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -36.74 -11.79 0.00 -883.96 0.00 883.96 4,208.02 2,104.01 9,293.27 4,653.54 0.00 0.00 0.199 10.00 -34.26 -11.62 0.00 -766.09 0.00 766.09 4,065.06 2,032.53 8,479.36 4,245.98 0.11 -0.10 0.189 20.00 -31.90 -11.44 0.00 -649.92 0.00 649.92 3,911.73 1,955.87 7,680.12 3,845.77 0.43 -0.20 0.177 30.00 -29.66 -11.25 0.00 -535.54 0.00 535.54 3,748.02 1,874.01 6,899.36 3,454.81 0.97 -0.31 0.163 40.00 -27.54 -11.11 0.00 -423.06 0.00 423.06 3,573.94 1,786.97 6,140.90 3,075.01 1.72 -0.41 0.145 43.00 -26.84 -11.03 0.00 -389.72 0.00 389.72 3,519.69 1,759.84 5,918.28 2,963.54 1.99 -0.44 0.139 44.00 -26.45 -10.91 0.00 -378.70 0.00 378.70 3,501.40 1,750.70 5,844.61 2,926.65 2.08 -0.45 0.137 45.00 -26.15 -10.84 0.00 -367.78 0.00 367.78 3,483.00 1,741.50 5,771.22 2,889.90 2.18 -0.46 0.135 47.00 -25.57 -10.70 0.00 -346.11 0.00 346.11 3,445.90 1,722.95 5,625.29 2,816.82 2.38 -0.48 0.130 48.00 -24.88 -10.47 0.00 -335.41 0.00 335.41 3,427.20 1,713.60 5,552.75 2,780.50 2.48 -0.49 0.128 49.00 -24.48 -10.40 0.00 -324.93 0.00 324.93 3,408.39 1,704.19 5,480.50 2,744.33 2.58 -0.50 0.126 50.00 -23.99 -10.27 0.00 -314.54 0.00 314.54 3,389.48 1,694.74 5,408.55 2,708.30 2.69 -0.51 0.123 51.00 -23.51 -10.14 0.00 -304.27 0.00 304.27 3,370.46 1,685.23 5,336.90 2,672.42 2.80 -0.52 0.121 52.00 -23.02 -10.01 0.00 -294.13 0.00 294.13 3,351.34 1,675.67 5,265.55 2,636.69 2.91 -0.53 0.118 52.75 -22.80 -9.99 0.00 -286.62 0.00 286.62 1,955.62 977.81 3,115.23 1,559.93 2.99 -0.54 0.196 53.00 -22.57 -9.87 0.00 -284.12 0.00 284.12 1,953.57 976.79 3,105.98 1,555.30 3.02 -0.54 0.194 54.00 -22.24 -9.74 0.00 -274.26 0.00 274.26 1,945.33 972.67 3,069.04 1,536.80 3.13 -0.55 0.190 55.00 -22.01 -9.66 0.00 -264.52 0.00 264.52 1,936.99 968.49 3,032.14 1,518.32 3.25 -0.57 0.186 56.00 -21.68 -9.54 0.00 -254.86 0.00 254.86 1,928.54 964.27 2,995.28 1,499.86 3.37 -0.58 0.181 57.00 -21.26 -9.35 0.00 -245.32 0.00 245.32 1,919.99 959.99 2,958.46 1,481.43 3.49 -0.59 0.177 58.00 -20.84 -9.16 0.00 -235.97 0.00 235.97 1,911.33 955.67 2,921.70 1,463.02 3.62 -0.61 0.172 59.00 -20.51 -9.04 0.00 -226.81 0.00 226.81 1,902.57 951.29 2,884.99 1,444.64 3.75 -0.62 0.168 60.00 -20.00 -8.79 0.00 -217.76 0.00 217.76 1,893.71 946.85 2,848.34 1,426.29 3.88 -0.63 0.163 61.75 -19.77 -8.77 0.00 -202.37 0.00 202.37 1,877.95 938.97 2,784.36 1,394.25 4.12 -0.65 0.156 62.00 -19.42 -8.60 0.00 -200.18 0.00 200.18 1,875.67 937.84 2,775.24 1,389.68 4.15 -0.66 0.154 63.00 -19.00 -8.47 0.00 -191.58 0.00 191.58 1,866.50 933.25 2,738.79 1,371.43 4.29 -0.67 0.150 64.00 -18.59 -8.34 0.00 -183.11 0.00 183.11 1,857.22 928.61 2,702.41 1,353.21 4.43 -0.68 0.145 65.00 -17.89 -8.05 0.00 -174.78 0.00 174.78 1,847.84 923.92 2,666.11 1,335.04 4.57 -0.69 0.141 66.00 -17.47 -7.92 0.00 -166.73 0.00 166.73 1,838.35 919.18 2,629.90 1,316.90 4.72 -0.70 0.136 67.00 -16.87 -7.69 0.00 -158.81 0.00 158.81 1,844.90 922.45 2,654.86 1,329.40 4.87 -0.71 0.129 68.00 -16.65 -7.61 0.00 -151.13 0.00 151.13 1,835.38 917.69 2,618.67 1,311.28 5.02 -0.72 0.124 69.00 -16.14 -7.37 0.00 -143.51 0.00 143.51 1,825.76 912.88 2,582.56 1,293.20 5.17 -0.73 0.120 70.00 -15.82 -7.24 0.00 -136.14 0.00 136.14 1,816.04 908.02 2,546.55 1,275.17 5.33 -0.74 0.116 71.00 -15.23 -6.94 0.00 -128.90 0.00 128.90 1,806.21 903.10 2,510.63 1,257.18 5.49 -0.75 0.111 73.00 -14.60 -6.70 0.00 -115.01 0.00 115.01 1,786.24 893.12 2,439.09 1,221.36 5.81 -0.77 0.102 74.00 -14.28 -6.58 0.00 -108.31 0.00 108.31 1,776.10 888.05 2,403.47 1,203.52 5.97 -0.78 0.098 75.00 -13.97 -6.45 0.00 -101.74 0.00 101.74 1,765.85 882.93 2,367.97 1,185.74 6.13 -0.79 0.094 76.00 -13.57 -6.27 0.00 -95.29 0.00 95.29 1,755.50 877.75 2,332.58 1,168.02 6.30 -0.80 0.089 77.00 -13.35 -6.20 0.00 -89.01 0.00 89.01 1,745.05 872.53 2,297.30 1,150.36 6.47 -0.80 0.085 78.00 -13.04 -6.07 0.00 -82.81 0.00 82.81 1,734.50 867.25 2,262.15 1,132.76 6.64 -0.81 0.081 79.00 -12.54 -5.90 0.00 -76.74 0.00 76.74 1,723.84 861.92 2,227.12 1,115.22 6.81 -0.82 0.076 80.00 -10.10 -4.78 0.00 -70.84 0.00 70.84 1,713.07 856.54 2,192.22 1,097.74 6.98 -0.83 0.070 82.00 -9.78 -4.70 0.00 -61.28 0.00 61.28 1,691.23 845.62 2,122.82 1,062.99 7.33 -0.84 0.063 83.00 -9.48 -4.58 0.00 -56.58 0.00 56.58 1,680.16 840.08 2,088.33 1,045.72 7.50 -0.84 0.060 84.00 -9.19 -4.46 0.00 -52.00 0.00 52.00 1,668.98 834.49 2,053.98 1,028.52 7.68 -0.85 0.056 85.00 -8.91 -4.34 0.00 -47.54 0.00 47.54 1,657.70 828.85 2,019.78 1,011.39 7.86 -0.85 0.052 87.00 -8.61 -4.26 0.00 -38.86 0.00 38.86 1,634.82 817.41 1,951.83 977.37 8.22 -0.86 0.045 88.00 -8.33 -4.15 0.00 -34.60 0.00 34.60 1,623.23 811.61 1,918.10 960.48 8.40 -0.87 0.041 89.00 -8.06 -4.04 0.00 -30.45 0.00 30.45 1,611.53 805.77 1,884.53 943.66 8.58 -0.87 0.037 90.00 -7.78 -3.93 0.00 -26.41 0.00 26.41 1,599.73 799.87 1,851.12 926.94 8.77 -0.88 0.033 91.00 -7.42 -3.76 0.00 -22.49 0.00 22.49 1,587.83 793.91 1,817.89 910.29 8.95 -0.88 0.029 Page: 20 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. 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Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:43 PM Customer: VERIZON WIRELESS Load Case: 1.OD + 1.OW Serviceability 60 mph 21 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :1.00 Wind Load Factor :1.00 93.00 -4.39 -2.23 0.00 -14.96 0.00 14.96 1,563.71 781.85 1,751.94 877.27 9.32 -0.88 0.020 94.00 -4.09 -2.08 0.00 -12.74 0.00 12.74 1,551.49 775.74 1,719.24 860.90 9.51 -0.89 0.017 95.00 -3.86 -1.97 0.00 -10.66 0.00 10.66 1,539.17 769.58 1,686.73 844.62 9.69 -0.89 0.015 96.00 -3.56 -1.81 0.00 -8.69 0.00 8.69 1,526.75 763.37 1,654.40 828.43 9.88 -0.89 0.013 97.00 -3.42 -1.75 0.00 -6.88 0.00 6.88 1,514.22 757.11 1,622.27 812.34 10.06 -0.89 0.011 98.00 -3.12 -1.60 0.00 -5.13 0.00 5.13 1,501.59 750.79 1,590.33 796.35 10.25 -0.89 0.009 99.00 -2.90 -1.49 0.00 -3.53 0.00 3.53 1,488.85 744.43 1,558.60 780.46 10.44 -0.89 0.006 100.00 -1.07 -0.51 0.00 -2.05 0.00 2.05 1,476.01 738.01 1,527.07 764.67 10.62 -0.89 0.003 102.00 -0.86 -0.44 0.00 -1.02 0.00 1.02 1,450.02 725.01 1,464.64 733.41 11.00 -0.89 0.002 103.00 -0.50 -0.25 0.00 -0.57 0.00 0.57 1,434.98 717.49 1,431.86 716.99 11.19 -0.89 0.001 104.00 -0.36 -0.19 0.00 -0.32 0.00 0.32 1,417.53 708.77 1,397.08 699.58 11.37 -0.89 0.001 105.00 0.00 -0.18 0.00 -0.13 0.00 0.13 1,400.09 700.04 1,362.73 682.38 11.56 -0.89 0.000 Page: 21 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. 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Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:43 PM Customer: VERIZON WIRELESS Equivalent Lateral Forces Method Analysis (Based on ASCE7-10 Chapters 11, 12, 15) Spectral Response Acceleration for Short Period (S S): 0.21 Spectral Response Acceleration at 1.0 Second Period (S 1): 0.08 Long -Period Transition Period (T L): 6 Importance Factor (I E): 1.00 Site Coefficient F a: 1.60 Site Coeffiecient F V: 2.40 Response Modification Coefficient (R): 1.50 Design Spectral Response Acceleration at Short Period (S ds): 0.23 Design Spectral Response Acceleration at 1.0 Second Period (S dl): 0.12 Seismic Response Coefficient (C s): 0.06 Upper Limit C s 0.06 Lower Limit C S 0.03 Period based on Rayleigh Method (sec): 1.33 Redundancy Factor (p): 1.30 Seismic Force Distribution Exponent (k): 1.42 Total U nfactored Dead Load: 36.75 k Seismic Base Shear (E): 2.95 k Load Case (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method Segment Height Above Base (ft) Weight (I b) W Z (I b -ft) C VX Horizontal Force (I b) Vertical Force (I b) 62 104.50 65 47 0.004 10 80 61 103.50 65 46 0.004 10 81 60 102.50 66 46 0.004 10 82 59 101.00 135 93 0.007 21 168 58 99.50 72 48 0.004 11 89 57 98.50 73 48 0.004 11 90 56 97.50 73 48 0.004 11 91 55 96.50 74 48 0.004 11 92 54 95.50 75 48 0.004 11 93 53 94.50 76 47 0.004 11 94 52 93.50 77 47 0.004 11 95 51 92.00 208 125 0.009 28 259 50 90.50 105 62 0.005 14 131 49 89.50 106 61 0.005 14 132 48 88.50 107 61 0.005 14 133 47 87.50 108 60 0.005 13 134 46 86.00 218 119 0.009 27 271 45 84.50 110 59 0.004 13 137 44 83.50 111 58 0.004 13 138 43 82.50 112 58 0.004 13 139 42 81.00 226 114 0.009 25 281 41 79.50 119 58 0.004 13 148 40 78.50 120 58 0.004 13 149 Page: 22 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. 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Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:43 PM Customer: VERIZON WIRELESS 39 77.50 121 57 0.004 13 150 38 76.50 122 56 0.004 13 151 37 75.50 122 56 0.004 12 152 36 74.50 123 55 0.004 12 153 35 73.50 124 54 0.004 12 154 34 72.00 250 107 0.008 24 312 33 70.50 126 52 0.004 12 157 32 69.50 127 51 0.004 11 158 31 68.50 128 51 0.004 11 159 30 67.50 129 50 0.004 11 160 29 66.50 223 85 0.006 19 278 28 65.50 225 84 0.006 19 280 27 64.50 226 82 0.006 18 282 26 63.50 228 81 0.006 18 284 25 62.50 229 80 0.006 18 286 24 61.88 58 20 0.001 4 72 23 60.88 232 78 0.006 17 289 22 59.50 134 43 0.003 10 167 21 58.50 135 43 0.003 10 168 20 57.50 135 42 0.003 9 169 19 56.50 136 41 0.003 9 170 18 55.50 137 40 0.003 9 171 17 54.50 138 40 0.003 9 172 16 53.50 139 39 0.003 9 173 15 52.88 35 10 0.001 2 43 14 52.38 221 60 0.005 13 275 13 51.50 296 78 0.006 18 368 12 50.50 298 77 0.006 17 371 11 49.50 300 75 0.006 17 373 10 48.50 302 73 0.006 16 376 9 47.50 304 72 0.005 16 378 8 46.00 394 89 0.007 20 491 7 44.50 199 43 0.003 10 248 6 43.50 200 42 0.003 9 249 5 41.50 607 119 0.009 26 756 4 35.00 2,102 322 0.024 72 2,617 3 25.00 2,222 212 0.016 47 2,766 2 15.00 2,342 108 0.008 24 2,915 1 5.00 2,461 24 0.002 5 3,065 7' Pine Tree Branche 105.00 225 163 0.012 36 280 8' Pine Tree Branche 105.00 75 54 0.004 12 93 7' Pine Tree Branche 104.00 75 54 0.004 12 93 7' Pine Tree Branche 103.00 300 212 0.016 47 374 7' Pine Tree Branche 102.00 75 52 0.004 12 93 Samsung 700/850MHz D 100.00 211 143 0.011 32 263 Samsung PCS+AWS Dual 100.00 292 198 0.015 44 364 Raycap RRFDC-3315-PF 100.00 32 22 0.002 5 40 Raycap RRFDC-3315-PF 100.00 32 22 0.002 5 40 JMA Wireless MX06FIT 100.00 200 136 0.010 30 249 JMA Wireless MX06FRO 100.00 102 69 0.005 15 127 Round Sector Frame 100.00 900 610 0.046 136 1,121 8' Pine Tree Branche 99.00 150 100 0.008 22 187 8' Pine Tree Branche 98.00 225 148 0.011 33 280 8' Pine Tree Branche 97.00 75 49 0.004 11 93 8' Pine Tree Branche 96.00 225 144 0.011 32 280 8' Pine Tree Branche 95.00 150 95 0.007 21 187 8' Pine Tree Branche 94.00 225 140 0.011 31 280 Raycap DC6-48-60-18- 93.00 20 12 0.001 3 25 Ericsson RRU11 93.00 767 469 0.036 105 955 9' Pine Tree Branche 93.00 340 208 0.016 46 423 RAD Array Tree Branc 93.00 285 174 0.013 39 355 Andrew SBNH-1 D6565C 93.00 198 121 0.009 27 247 Andrew SBNH-1 D8585C 93.00 344 210 0.016 47 428 Round Sector Frame 93.00 900 550 0.042 123 1,121 Page: 23 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. 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Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:43 PM Customer: VERIZON WIRELESS Load Case (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method Segment Height Above Base (ft) Weight (I b) W Z (I b -ft) C VX Horizontal Force (I b) Vertical Force (I b) 62 104.50 65 47 0.004 10 55 61 103.50 65 46 0.004 10 56 60 102.50 66 46 0.004 10 57 59 101.00 135 93 0.007 21 115 58 99.50 72 48 0.004 11 61 57 98.50 73 48 0.004 11 62 56 97.50 73 48 0.004 11 63 55 96.50 74 48 0.004 11 63 54 95.50 75 48 0.004 11 64 53 94.50 76 47 0.004 11 65 52 93.50 77 47 0.004 11 65 51 92.00 208 125 0.009 28 178 50 90.50 105 62 0.005 14 90 49 89.50 106 61 0.005 14 91 48 88.50 107 61 0.005 14 91 47 87.50 108 60 0.005 13 92 46 86.00 218 119 0.009 27 186 45 84.50 110 59 0.004 13 94 44 83.50 111 58 0.004 13 95 43 82.50 112 58 0.004 13 95 42 81.00 226 114 0.009 25 193 41 79.50 119 58 0.004 13 102 40 78.50 120 58 0.004 13 103 39 77.50 121 57 0.004 13 103 38 76.50 122 56 0.004 13 104 37 75.50 122 56 0.004 12 105 36 74.50 123 55 0.004 12 105 35 73.50 124 54 0.004 12 106 34 72.00 250 107 0.008 24 214 33 70.50 126 52 0.004 12 108 32 69.50 127 51 0.004 11 109 31 68.50 128 51 0.004 11 109 30 67.50 129 50 0.004 11 110 29 66.50 223 85 0.006 19 191 28 65.50 225 84 0.006 19 192 27 64.50 226 82 0.006 18 193 26 63.50 228 81 0.006 18 195 25 62.50 229 80 0.006 18 196 24 61.88 58 20 0.001 4 49 23 60.88 232 78 0.006 17 199 22 59.50 134 43 0.003 10 114 21 58.50 135 43 0.003 10 115 20 57.50 135 42 0.003 9 116 19 56.50 136 41 0.003 9 116 18 55.50 137 40 0.003 9 117 17 54.50 138 40 0.003 9 118 16 53.50 139 39 0.003 9 118 15 52.88 35 10 0.001 2 30 14 52.38 221 60 0.005 13 189 13 51.50 296 78 0.006 18 253 12 50.50 298 77 0.006 17 255 11 49.50 300 75 0.006 17 256 10 48.50 302 73 0.006 16 258 9 47.50 304 72 0.005 16 260 8 46.00 394 89 0.007 20 337 7 44.50 199 43 0.003 10 170 6 43.50 200 42 0.003 9 171 Page: 25 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. 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Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:43 PM Customer: VERIZON WIRELESS 5 41.50 607 119 0.009 26 519 4 35.00 2,102 322 0.024 72 1,797 3 25.00 2,222 212 0.016 47 1,900 2 15.00 2,342 108 0.008 24 2,002 1 5.00 2,461 24 0.002 5 2,104 7' Pine Tree Branche 105.00 225 163 0.012 36 192 8' Pine Tree Branche 105.00 75 54 0.004 12 64 7' Pine Tree Branche 104.00 75 54 0.004 12 64 7' Pine Tree Branche 103.00 300 212 0.016 47 256 7' Pine Tree Branche 102.00 75 52 0.004 12 64 Samsung 700/850MHz D 100.00 211 143 0.011 32 180 Samsung PCS+AWS Dual 100.00 292 198 0.015 44 250 Raycap RRFDC-3315-PF 100.00 32 22 0.002 5 27 Raycap RRFDC-3315-PF 100.00 32 22 0.002 5 27 JMA Wireless MX06FIT 100.00 200 136 0.010 30 171 JMA Wireless MX06FRO 100.00 102 69 0.005 15 87 Round Sector Frame 100.00 900 610 0.046 136 769 8' Pine Tree Branche 99.00 150 100 0.008 22 128 8' Pine Tree Branche 98.00 225 148 0.011 33 192 8' Pine Tree Branche 97.00 75 49 0.004 11 64 8' Pine Tree Branche 96.00 225 144 0.011 32 192 8' Pine Tree Branche 95.00 150 95 0.007 21 128 8' Pine Tree Branche 94.00 225 140 0.011 31 192 Raycap DC6-48-60-18- 93.00 20 12 0.001 3 17 Ericsson RRU11 93.00 767 469 0.036 105 656 9' Pine Tree Branche 93.00 340 208 0.016 46 291 RAD Array Tree Branc 93.00 285 174 0.013 39 244 Andrew SBNH-1 D6565C 93.00 198 121 0.009 27 170 Andrew SBNH-1 D8585C 93.00 344 210 0.016 47 294 Round Sector Frame 93.00 900 550 0.042 123 769 9' Pine Tree Branche 91.00 255 151 0.011 34 218 10' Pine Tree Branch 90.00 170 99 0.008 22 145 9' Pine Tree Branche 89.00 170 98 0.007 22 145 10' Pine Tree Branch 88.00 170 96 0.007 21 145 10' Pine Tree Branch 87.00 85 47 0.004 11 73 10' Pine Tree Branch 85.00 170 92 0.007 20 145 10' Pine Tree Branch 84.00 85 45 0.003 10 73 11' Pine Tree Branch 84.00 95 50 0.004 11 81 11' Pine Tree Branch 83.00 190 99 0.007 22 162 11' Pine Tree Branch 82.00 95 49 0.004 11 81 Symmetricom 58532A 80.00 0 0 0.000 0 0 Ericsson Radio 4449 80.00 222 110 0.008 24 190 RAD Array Tree Branc 80.00 285 141 0.011 31 244 Ericsson AIR 21 80.00 546 270 0.020 60 467 Round Sector Frame 80.00 900 445 0.034 99 769 RFS APXVAARR24_43-U- 80.00 384 190 0.014 42 328 11' Pine Tree Branch 79.00 285 138 0.010 31 244 12' Pine Tree Branch 79.00 95 46 0.003 10 81 12' Pine Tree Branch 78.00 190 91 0.007 20 162 12' Pine Tree Branch 77.00 95 44 0.003 10 81 12' Pine Tree Branch 76.00 285 131 0.010 29 244 12' Pine Tree Branch 75.00 190 86 0.006 19 162 12' Pine Tree Branch 74.00 95 42 0.003 9 81 13' Pine Tree Branch 74.00 95 42 0.003 9 81 12' Pine Tree Branch 73.00 380 165 0.012 37 325 12' Pine Tree Branch 71.00 95 40 0.003 9 81 13' Pine Tree Branch 71.00 380 159 0.012 35 325 13' Pine Tree Branch 70.00 190 78 0.006 17 162 13' Pine Tree Branch 69.00 380 152 0.012 34 325 13' Pine Tree Branch 68.00 95 37 0.003 8 81 12' Pine Tree Branch 67.00 285 110 0.008 24 244 13' Pine Tree Branch 67.00 95 37 0.003 8 81 13' Pine Tree Branch 66.00 190 72 0.005 16 162 13' Pine Tree Branch 65.00 475 175 0.013 39 406 Page: 26 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. 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Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:43 PM Customer: VERIZON WIRELESS 13' Pine Tree Branch 64.00 95 34 0.003 8 81 14' Pine Tree Branch 64.00 95 34 0.003 8 81 14' Pine Tree Branch 63.00 190 67 0.005 15 162 13' Pine Tree Branch 62.00 285 98 0.007 22 244 13' Pine Tree Branch 60.00 95 31 0.002 7 81 14' Pine Tree Branch 60.00 285 94 0.007 21 244 12' Pine Tree Branch 59.00 95 31 0.002 7 81 14' Pine Tree Branch 59.00 95 31 0.002 7 81 14' Pine Tree Branch 58.00 285 89 0.007 20 244 14' Pine Tree Branch 57.00 95 29 0.002 6 81 14' Pine Tree Branch 57.00 95 29 0.002 6 81 15' Pine Tree Branch 57.00 95 29 0.002 6 81 13' Pine Tree Branch 56.00 95 28 0.002 6 81 14' Pine Tree Branch 56.00 95 28 0.002 6 81 14' Pine Tree Branch 55.00 95 28 0.002 6 81 15' Pine Tree Branch 54.00 190 54 0.004 12 162 15' Pine Tree Branch 53.00 190 52 0.004 12 162 15' Pine Tree Branch 52.00 190 51 0.004 11 162 14' Pine Tree Branch 51.00 95 25 0.002 6 81 15' Pine Tree Branch 51.00 95 25 0.002 6 81 14' Pine Tree Branch 50.00 190 48 0.004 11 162 14' Pine Tree Branch 49.00 95 23 0.002 5 81 13' Pine Tree Branch 48.00 190 46 0.003 10 162 14' Pine Tree Branch 48.00 190 46 0.003 10 162 14' Pine Tree Branch 47.00 190 44 0.003 10 162 12' Pine Tree Branch 45.00 95 21 0.002 5 81 12' Pine Tree Branch 44.00 190 40 0.003 9 162 12' Pine Tree Branch 43.00 95 19 0.001 4 81 36,752 13,207 1.000 2,948 31,423 Page: 27 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. 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Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:43 PM Customer: VERIZON WIRELESS Load Case (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method Calculated Forces Seg Elev (ft) Pu FY (-) (ki ps) Vu FX (-) (kips) Tu MY (ft -kips) Mu Mu MZ MX (ft -kips) (ft -kips) Resultant Moment (ft -kips) phi Pn (kips) phi Vn (kips) phi phi Tn Mn (ft -kips) (ft -kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -42.69 -2.95 0.00 -233.17 0.00 233.17 4,208.02 2,104.01 9,293.27 4,653.54 0.00 0.00 0.060 10.00 -39.78 -2.95 0.00 -203.66 0.00 203.66 4,065.06 2,032.53 8,479.36 4,245.98 0.03 -0.03 0.058 20.00 -37.01 -2.91 0.00 -174.20 0.00 174.20 3,911.73 1,955.87 7,680.12 3,845.77 0.11 -0.05 0.055 30.00 -34.39 -2.86 0.00 -145.05 0.00 145.05 3,748.02 1,874.01 6,899.36 3,454.81 0.26 -0.08 0.051 40.00 -33.63 -2.84 0.00 -116.49 0.00 116.49 3,573.94 1,786.97 6,140.90 3,075.01 0.46 -0.11 0.047 43.00 -33.27 -2.83 0.00 -107.98 0.00 107.98 3,519.69 1,759.84 5,918.28 2,963.54 0.53 -0.12 0.046 44.00 -32.78 -2.81 0.00 -105.15 0.00 105.15 3,501.40 1,750.70 5,844.61 2,926.65 0.56 -0.12 0.045 45.00 -32.17 -2.79 0.00 -102.34 0.00 102.34 3,483.00 1,741.50 5,771.22 2,889.90 0.58 -0.12 0.045 47.00 -31.56 -2.76 0.00 -96.77 0.00 96.77 3,445.90 1,722.95 5,625.29 2,816.82 0.63 -0.13 0.044 48.00 -30.71 -2.72 0.00 -94.01 0.00 94.01 3,427.20 1,713.60 5,552.75 2,780.50 0.66 -0.13 0.043 49.00 -30.22 -2.70 0.00 -91.28 0.00 91.28 3,408.39 1,704.19 5,480.50 2,744.33 0.69 -0.14 0.042 50.00 -29.61 -2.67 0.00 -88.58 0.00 88.58 3,389.48 1,694.74 5,408.55 2,708.30 0.72 -0.14 0.041 51.00 -29.00 -2.65 0.00 -85.90 0.00 85.90 3,370.46 1,685.23 5,336.90 2,672.42 0.75 -0.14 0.041 52.00 -28.49 -2.62 0.00 -83.26 0.00 83.26 3,351.34 1,675.67 5,265.55 2,636.69 0.78 -0.14 0.040 52.75 -28.45 -2.62 0.00 -81.29 0.00 81.29 1,955.62 977.81 3,115.23 1,559.93 0.80 -0.15 0.067 53.00 -28.04 -2.60 0.00 -80.64 0.00 80.64 1,953.57 976.79 3,105.98 1,555.30 0.81 -0.15 0.066 54.00 -27.63 -2.58 0.00 -78.04 0.00 78.04 1,945.33 972.67 3,069.04 1,536.80 0.84 -0.15 0.065 55.00 -27.34 -2.57 0.00 -75.46 0.00 75.46 1,936.99 968.49 3,032.14 1,518.32 0.87 -0.15 0.064 56.00 -26.94 -2.54 0.00 -72.89 0.00 72.89 1,928.54 964.27 2,995.28 1,499.86 0.90 -0.16 0.063 57.00 -26.41 -2.52 0.00 -70.35 0.00 70.35 1,919.99 959.99 2,958.46 1,481.43 0.94 -0.16 0.061 58.00 -25.89 -2.49 0.00 -67.83 0.00 67.83 1,911.33 955.67 2,921.70 1,463.02 0.97 -0.17 0.060 59.00 -25.49 -2.46 0.00 -65.35 0.00 65.35 1,902.57 951.29 2,884.99 1,444.64 1.01 -0.17 0.059 60.00 -24.73 -2.42 0.00 -62.88 0.00 62.88 1,893.71 946.85 2,848.34 1,426.29 1.04 -0.17 0.057 61.75 -24.65 -2.42 0.00 -58.65 0.00 58.65 1,877.95 938.97 2,784.36 1,394.25 1.11 -0.18 0.055 62.00 -24.01 -2.37 0.00 -58.05 0.00 58.05 1,875.67 937.84 2,775.24 1,389.68 1.12 -0.18 0.055 63.00 -23.49 -2.34 0.00 -55.67 0.00 55.67 1,866.50 933.25 2,738.79 1,371.43 1.16 -0.18 0.053 64.00 -22.97 -2.31 0.00 -53.33 0.00 53.33 1,857.22 928.61 2,702.41 1,353.21 1.19 -0.19 0.052 65.00 -22.10 -2.25 0.00 -51.03 0.00 51.03 1,847.84 923.92 2,666.11 1,335.04 1.23 -0.19 0.050 66.00 -21.59 -2.21 0.00 -48.78 0.00 48.78 1,838.35 919.18 2,629.90 1,316.90 1.27 -0.19 0.049 67.00 -20.96 -2.17 0.00 -46.57 0.00 46.57 1,844.90 922.45 2,654.86 1,329.40 1.31 -0.20 0.046 68.00 -20.68 -2.15 0.00 -44.40 0.00 44.40 1,835.38 917.69 2,618.67 1,311.28 1.36 -0.20 0.045 69.00 -20.05 -2.10 0.00 -42.25 0.00 42.25 1,825.76 912.88 2,582.56 1,293.20 1.40 -0.20 0.044 70.00 -19.65 -2.07 0.00 -40.15 0.00 40.15 1,816.04 908.02 2,546.55 1,275.17 1.44 -0.21 0.042 71.00 -18.75 -2.00 0.00 -38.08 0.00 38.08 1,806.21 903.10 2,510.63 1,257.18 1.48 -0.21 0.041 73.00 -18.12 -1.95 0.00 -34.08 0.00 34.08 1,786.24 893.12 2,439.09 1,221.36 1.57 -0.21 0.038 74.00 -17.73 -1.92 0.00 -32.12 0.00 32.12 1,776.10 888.05 2,403.47 1,203.52 1.62 -0.22 0.037 75.00 -17.34 -1.89 0.00 -30.20 0.00 30.20 1,765.85 882.93 2,367.97 1,185.74 1.66 -0.22 0.035 76.00 -16.84 -1.84 0.00 -28.32 0.00 28.32 1,755.50 877.75 2,332.58 1,168.02 1.71 -0.22 0.034 77.00 -16.57 -1.82 0.00 -26.47 0.00 26.47 1,745.05 872.53 2,297.30 1,150.36 1.76 -0.22 0.033 78.00 -16.18 -1.79 0.00 -24.65 0.00 24.65 1,734.50 867.25 2,262.15 1,132.76 1.80 -0.23 0.031 79.00 -15.56 -1.73 0.00 -22.86 0.00 22.86 1,723.84 861.92 2,227.12 1,115.22 1.85 -0.23 0.030 80.00 -12.37 -1.44 0.00 -21.13 0.00 21.13 1,713.07 856.54 2,192.22 1,097.74 1.90 -0.23 0.026 82.00 -12.12 -1.41 0.00 -18.26 0.00 18.26 1,691.23 845.62 2,122.82 1,062.99 2.00 -0.23 0.024 83.00 -11.74 -1.38 0.00 -16.85 0.00 16.85 1,680.16 840.08 2,088.33 1,045.72 2.05 -0.24 0.023 84.00 -11.38 -1.34 0.00 -15.47 0.00 15.47 1,668.98 834.49 2,053.98 1,028.52 2.09 -0.24 0.022 85.00 -10.90 -1.29 0.00 -14.13 0.00 14.13 1,657.70 828.85 2,019.78 1,011.39 2.14 -0.24 0.021 87.00 -10.66 -1.27 0.00 -11.55 0.00 11.55 1,634.82 817.41 1,951.83 977.37 2.25 -0.24 0.018 88.00 -10.31 -1.23 0.00 -10.28 0.00 10.28 1,623.23 811.61 1,918.10 960.48 2.30 -0.24 0.017 89.00 -9.97 -1.19 0.00 -9.05 0.00 9.05 1,611.53 805.77 1,884.53 943.66 2.35 -0.24 0.016 90.00 -9.63 -1.16 0.00 -7.86 0.00 7.86 1,599.73 799.87 1,851.12 926.94 2.40 -0.24 0.014 91.00 -9.05 -1.09 0.00 -6.70 0.00 6.70 1,587.83 793.91 1,817.89 910.29 2.45 -0.25 0.013 93.00 -5.40 -0.68 0.00 -4.51 0.00 4.51 1,563.71 781.85 1,751.94 877.27 2.55 -0.25 0.009 94.00 -5.03 -0.63 0.00 -3.84 0.00 3.84 1,551.49 775.74 1,719.24 860.90 2.60 -0.25 0.008 95.00 -4.75 -0.60 0.00 -3.20 0.00 3.20 1,539.17 769.58 1,686.73 844.62 2.66 -0.25 0.007 96.00 -4.38 -0.56 0.00 -2.60 0.00 2.60 1,526.75 763.37 1,654.40 828.43 2.71 -0.25 0.006 97.00 -4.19 -0.53 0.00 -2.05 0.00 2.05 1,514.22 757.11 1,622.27 812.34 2.76 -0.25 0.005 Page: 28 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. All rights reserved. Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:43 PM Customer: VERIZON WIRELESS 98.00 -3.82 -0.49 0.00 -1.51 0.00 1.51 1,501.59 750.79 1,590.33 796.35 2.81 -0.25 0.004 99.00 -3.55 -0.45 0.00 -1.02 0.00 1.02 1,488.85 744.43 1,558.60 780.46 2.86 -0.25 0.004 100.00 -1.18 -0.16 0.00 -0.57 0.00 0.57 1,476.01 738.01 1,527.07 764.67 2.92 -0.25 0.002 102.00 -1.00 -0.13 0.00 -0.26 0.00 0.26 1,450.02 725.01 1,464.64 733.41 3.02 -0.25 0.001 103.00 -0.55 -0.07 0.00 -0.12 0.00 0.12 1,434.98 717.49 1,431.86 716.99 3.07 -0.25 0.001 104.00 -0.37 -0.05 0.00 -0.05 0.00 0.05 1,417.53 708.77 1,397.08 699.58 3.13 -0.25 0.000 105.00 0.00 -0.05 0.00 0.00 0.00 0.00 1,400.09 700.04 1,362.73 682.38 3.18 -0.25 0.000 Page: 29 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. All rights reserved. Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:43 PM Customer: VERIZON WIRELESS Load Case (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method Calculated Forces Seg Elev (ft) Pu FY (-) (ki ps) Vu FX (-) (kips) Tu MY (ft -kips) Mu Mu MZ MX (ft -kips) (ft -kips) Resultant Moment (ft -kips) phi Pn (kips) phi Vn (kips) phi phi Tn Mn (ft -kips) (ft -kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -29.32 -2.95 0.00 -231.58 0.00 231.58 4,208.02 2,104.01 9,293.27 4,653.54 0.00 0.00 0.057 10.00 -27.31 -2.94 0.00 -202.10 0.00 202.10 4,065.06 2,032.53 8,479.36 4,245.98 0.03 -0.03 0.054 20.00 -25.41 -2.90 0.00 -172.73 0.00 172.73 3,911.73 1,955.87 7,680.12 3,845.77 0.11 -0.05 0.051 30.00 -23.62 -2.84 0.00 -143.72 0.00 143.72 3,748.02 1,874.01 6,899.36 3,454.81 0.26 -0.08 0.048 40.00 -23.10 -2.82 0.00 -115.35 0.00 115.35 3,573.94 1,786.97 6,140.90 3,075.01 0.46 -0.11 0.044 43.00 -22.84 -2.81 0.00 -106.90 0.00 106.90 3,519.69 1,759.84 5,918.28 2,963.54 0.53 -0.12 0.043 44.00 -22.51 -2.79 0.00 -104.09 0.00 104.09 3,501.40 1,750.70 5,844.61 2,926.65 0.55 -0.12 0.042 45.00 -22.09 -2.76 0.00 -101.30 0.00 101.30 3,483.00 1,741.50 5,771.22 2,889.90 0.58 -0.12 0.041 47.00 -21.67 -2.74 0.00 -95.78 0.00 95.78 3,445.90 1,722.95 5,625.29 2,816.82 0.63 -0.13 0.040 48.00 -21.09 -2.70 0.00 -93.04 0.00 93.04 3,427.20 1,713.60 5,552.75 2,780.50 0.66 -0.13 0.040 49.00 -20.75 -2.68 0.00 -90.34 0.00 90.34 3,408.39 1,704.19 5,480.50 2,744.33 0.68 -0.13 0.039 50.00 -20.33 -2.65 0.00 -87.66 0.00 87.66 3,389.48 1,694.74 5,408.55 2,708.30 0.71 -0.14 0.038 51.00 -19.92 -2.62 0.00 -85.00 0.00 85.00 3,370.46 1,685.23 5,336.90 2,672.42 0.74 -0.14 0.038 52.00 -19.56 -2.60 0.00 -82.38 0.00 82.38 3,351.34 1,675.67 5,265.55 2,636.69 0.77 -0.14 0.037 52.75 -19.53 -2.60 0.00 -80.43 0.00 80.43 1,955.62 977.81 3,115.23 1,559.93 0.79 -0.14 0.062 53.00 -19.25 -2.58 0.00 -79.78 0.00 79.78 1,953.57 976.79 3,105.98 1,555.30 0.80 -0.15 0.061 54.00 -18.97 -2.56 0.00 -77.21 0.00 77.21 1,945.33 972.67 3,069.04 1,536.80 0.83 -0.15 0.060 55.00 -18.78 -2.54 0.00 -74.65 0.00 74.65 1,936.99 968.49 3,032.14 1,518.32 0.86 -0.15 0.059 56.00 -18.50 -2.52 0.00 -72.11 0.00 72.11 1,928.54 964.27 2,995.28 1,499.86 0.90 -0.16 0.058 57.00 -18.14 -2.49 0.00 -69.59 0.00 69.59 1,919.99 959.99 2,958.46 1,481.43 0.93 -0.16 0.056 58.00 -17.78 -2.46 0.00 -67.10 0.00 67.10 1,911.33 955.67 2,921.70 1,463.02 0.96 -0.16 0.055 59.00 -17.50 -2.44 0.00 -64.64 0.00 64.64 1,902.57 951.29 2,884.99 1,444.64 1.00 -0.17 0.054 60.00 -16.98 -2.39 0.00 -62.20 0.00 62.20 1,893.71 946.85 2,848.34 1,426.29 1.03 -0.17 0.053 61.75 -16.93 -2.39 0.00 -58.01 0.00 58.01 1,877.95 938.97 2,784.36 1,394.25 1.10 -0.18 0.051 62.00 -16.49 -2.35 0.00 -57.41 0.00 57.41 1,875.67 937.84 2,775.24 1,389.68 1.11 -0.18 0.050 63.00 -16.13 -2.32 0.00 -55.06 0.00 55.06 1,866.50 933.25 2,738.79 1,371.43 1.15 -0.18 0.049 64.00 -15.77 -2.28 0.00 -52.74 0.00 52.74 1,857.22 928.61 2,702.41 1,353.21 1.18 -0.18 0.047 65.00 -15.18 -2.22 0.00 -50.46 0.00 50.46 1,847.84 923.92 2,666.11 1,335.04 1.22 -0.19 0.046 66.00 -14.82 -2.19 0.00 -48.24 0.00 48.24 1,838.35 919.18 2,629.90 1,316.90 1.26 -0.19 0.045 67.00 -14.39 -2.14 0.00 -46.05 0.00 46.05 1,844.90 922.45 2,654.86 1,329.40 1.30 -0.19 0.042 68.00 -14.20 -2.12 0.00 -43.90 0.00 43.90 1,835.38 917.69 2,618.67 1,311.28 1.34 -0.20 0.041 69.00 -13.76 -2.08 0.00 -41.78 0.00 41.78 1,825.76 912.88 2,582.56 1,293.20 1.39 -0.20 0.040 70.00 -13.49 -2.05 0.00 -39.70 0.00 39.70 1,816.04 908.02 2,546.55 1,275.17 1.43 -0.20 0.039 71.00 -12.87 -1.98 0.00 -37.65 0.00 37.65 1,806.21 903.10 2,510.63 1,257.18 1.47 -0.21 0.037 73.00 -12.44 -1.93 0.00 -33.69 0.00 33.69 1,786.24 893.12 2,439.09 1,221.36 1.56 -0.21 0.035 74.00 -12.18 -1.90 0.00 -31.76 0.00 31.76 1,776.10 888.05 2,403.47 1,203.52 1.60 -0.21 0.033 75.00 -11.91 -1.87 0.00 -29.86 0.00 29.86 1,765.85 882.93 2,367.97 1,185.74 1.65 -0.22 0.032 76.00 -11.56 -1.82 0.00 -28.00 0.00 28.00 1,755.50 877.75 2,332.58 1,168.02 1.70 -0.22 0.031 77.00 -11.38 -1.80 0.00 -26.17 0.00 26.17 1,745.05 872.53 2,297.30 1,150.36 1.74 -0.22 0.029 78.00 -11.11 -1.77 0.00 -24.37 0.00 24.37 1,734.50 867.25 2,262.15 1,132.76 1.79 -0.22 0.028 79.00 -10.68 -1.71 0.00 -22.61 0.00 22.61 1,723.84 861.92 2,227.12 1,115.22 1.83 -0.23 0.026 80.00 -8.49 -1.42 0.00 -20.89 0.00 20.89 1,713.07 856.54 2,192.22 1,097.74 1.88 -0.23 0.024 82.00 -8.32 -1.40 0.00 -18.05 0.00 18.05 1,691.23 845.62 2,122.82 1,062.99 1.98 -0.23 0.022 83.00 -8.06 -1.36 0.00 -16.66 0.00 16.66 1,680.16 840.08 2,088.33 1,045.72 2.03 -0.23 0.021 84.00 -7.81 -1.33 0.00 -15.30 0.00 15.30 1,668.98 834.49 2,053.98 1,028.52 2.08 -0.23 0.020 85.00 -7.48 -1.28 0.00 -13.97 0.00 13.97 1,657.70 828.85 2,019.78 1,011.39 2.13 -0.24 0.018 87.00 -7.32 -1.25 0.00 -11.42 0.00 11.42 1,634.82 817.41 1,951.83 977.37 2.22 -0.24 0.016 88.00 -7.08 -1.22 0.00 -10.17 0.00 10.17 1,623.23 811.61 1,918.10 960.48 2.28 -0.24 0.015 89.00 -6.84 -1.18 0.00 -8.95 0.00 8.95 1,611.53 805.77 1,884.53 943.66 2.33 -0.24 0.014 90.00 -6.61 -1.14 0.00 -7.77 0.00 7.77 1,599.73 799.87 1,851.12 926.94 2.38 -0.24 0.013 91.00 -6.21 -1.08 0.00 -6.62 0.00 6.62 1,587.83 793.91 1,817.89 910.29 2.43 -0.24 0.011 93.00 -3.71 -0.67 0.00 -4.46 0.00 4.46 1,563.71 781.85 1,751.94 877.27 2.53 -0.24 0.007 94.00 -3.45 -0.63 0.00 -3.79 0.00 3.79 1,551.49 775.74 1,719.24 860.90 2.58 -0.25 0.007 95.00 -3.26 -0.59 0.00 -3.17 0.00 3.17 1,539.17 769.58 1,686.73 844.62 2.63 -0.25 0.006 96.00 -3.01 -0.55 0.00 -2.57 0.00 2.57 1,526.75 763.37 1,654.40 828.43 2.68 -0.25 0.005 97.00 -2.88 -0.53 0.00 -2.02 0.00 2.02 1,514.22 757.11 1,622.27 812.34 2.73 -0.25 0.004 Page: 30 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. All rights reserved. Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:43 PM Customer: VERIZON WIRELESS 98.00 -2.62 -0.48 0.00 -1.50 0.00 1.50 1,501.59 750.79 1,590.33 796.35 2.79 -0.25 0.004 99.00 -2.43 -0.45 0.00 -1.01 0.00 1.01 1,488.85 744.43 1,558.60 780.46 2.84 -0.25 0.003 100.00 -0.81 -0.15 0.00 -0.56 0.00 0.56 1,476.01 738.01 1,527.07 764.67 2.89 -0.25 0.001 102.00 -0.69 -0.13 0.00 -0.25 0.00 0.25 1,450.02 725.01 1,464.64 733.41 2.99 -0.25 0.001 103.00 -0.38 -0.07 0.00 -0.12 0.00 0.12 1,434.98 717.49 1,431.86 716.99 3.05 -0.25 0.000 104.00 -0.26 -0.05 0.00 -0.05 0.00 0.05 1,417.53 708.77 1,397.08 699.58 3.10 -0.25 0.000 105.00 0.00 -0.05 0.00 0.00 0.00 0.00 1,400.09 700.04 1,362.73 682.38 3.15 -0.25 0.000 Page: 31 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. All rights reserved. Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:43 PM Customer: VERIZON WIRELESS Equivalent Modal Forces Analysis (Based on ASCE7-10 Chapters 11, 12 & 15 and ANSI/TIA-G, section 2.7) Spectral Response Acceleration for Short Period (S s): 0.21 Spectral Response Acceleration at 1.0 Second Period (S 1): 0.08 Importance Factor (I E): 1.00 Site Coefficient F a : 1.60 Site Coefficient F V 2.40 Response Modification Coefficient (R): 1.50 Design Spectral Response Acceleration at Short Period (S ds): 0.23 Desing Spectral Response Acceleration at 1.0 Second Period (S dl ): 0.12 Period Based on Rayleigh Method (sec): 1.33 Redundancy Factor (p): 1.30 Load Case (1.2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method Segment Height Above Base (ft) Weight (I b) a b c Saz Horizontal Force (I b) Vertical Force (I b) 62 104.50 65 1.872 1.887 1.106 0.439 25 80 61 103.50 65 1.836 1.709 1.041 0.413 23 81 60 102.50 66 1.801 1.543 0.979 0.388 22 82 59 101.00 135 1.749 1.316 0.892 0.352 41 168 58 99.50 72 1.697 1.112 0.810 0.318 20 89 57 98.50 73 1.663 0.988 0.759 0.296 19 90 56 97.50 73 1.630 0.873 0.711 0.276 18 91 55 96.50 74 1.596 0.767 0.665 0.256 16 92 54 95.50 75 1.563 0.670 0.622 0.236 15 93 53 94.50 76 1.531 0.580 0.580 0.218 14 94 52 93.50 77 1.499 0.498 0.541 0.201 13 95 51 92.00 208 1.451 0.387 0.486 0.176 32 259 50 90.50 105 1.404 0.292 0.436 0.153 14 131 49 89.50 106 1.373 0.235 0.405 0.139 13 132 48 88.50 107 1.343 0.184 0.375 0.125 12 133 47 87.50 108 1.312 0.138 0.347 0.113 11 134 46 86.00 218 1.268 0.078 0.308 0.095 18 271 45 84.50 110 1.224 0.029 0.273 0.080 8 137 44 83.50 111 1.195 0.000 0.251 0.070 7 138 43 82.50 112 1.167 -0.024 0.231 0.062 6 139 42 81.00 226 1.125 -0.055 0.202 0.050 10 281 41 79.50 119 1.083 -0.079 0.177 0.040 4 148 40 78.50 120 1.056 -0.091 0.161 0.034 4 149 39 77.50 121 1.030 -0.101 0.147 0.029 3 150 38 76.50 122 1.003 -0.109 0.133 0.025 3 151 37 75.50 122 0.977 -0.115 0.120 0.021 2 152 36 74.50 123 0.951 -0.119 0.109 0.018 2 153 35 73.50 124 0.926 -0.121 0.098 0.016 2 154 34 72.00 250 0.889 -0.122 0.083 0.013 3 312 33 70.50 126 0.852 -0.119 0.070 0.011 1 157 32 69.50 127 0.828 -0.116 0.062 0.011 1 158 31 68.50 128 0.804 -0.113 0.055 0.011 1 159 30 67.50 129 0.781 -0.108 0.049 0.012 1 160 29 66.50 223 0.758 -0.103 0.043 0.012 2 278 Page: 32 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. 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Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:43 PM Customer: VERIZON WIRELESS 28 65.50 225 0.735 -0.097 0.037 0.014 3 280 27 64.50 226 0.713 -0.091 0.032 0.015 3 282 26 63.50 228 0.691 -0.084 0.028 0.017 3 284 25 62.50 229 0.670 -0.077 0.024 0.018 4 286 24 61.88 58 0.656 -0.073 0.022 0.020 1 72 23 60.88 232 0.635 -0.066 0.019 0.022 4 289 22 59.50 134 0.607 -0.055 0.015 0.025 3 167 21 58.50 135 0.587 -0.048 0.013 0.027 3 168 20 57.50 135 0.567 -0.041 0.011 0.029 3 169 19 56.50 136 0.547 -0.034 0.010 0.031 4 170 18 55.50 137 0.528 -0.026 0.008 0.034 4 171 17 54.50 138 0.509 -0.019 0.007 0.036 4 172 16 53.50 139 0.491 -0.013 0.007 0.038 5 173 15 52.88 35 0.479 -0.009 0.006 0.039 1 43 14 52.38 221 0.470 -0.005 0.006 0.040 8 275 13 51.50 296 0.455 0.000 0.006 0.041 11 368 12 50.50 298 0.437 0.006 0.006 0.043 11 371 11 49.50 300 0.420 0.012 0.006 0.044 12 373 10 48.50 302 0.403 0.017 0.006 0.046 12 376 9 47.50 304 0.387 0.022 0.007 0.047 12 378 8 46.00 394 0.363 0.029 0.008 0.048 17 491 7 44.50 199 0.339 0.036 0.009 0.050 9 248 6 43.50 200 0.324 0.039 0.010 0.050 9 249 5 41.50 607 0.295 0.046 0.013 0.051 27 756 4 35.00 2,102 0.210 0.061 0.022 0.050 91 2,617 3 25.00 2,222 0.107 0.071 0.036 0.044 85 2,766 2 15.00 2,342 0.039 0.070 0.041 0.037 76 2,915 1 5.00 2,461 0.004 0.042 0.024 0.022 47 3,065 7' Pine Tree Branche 105.00 225 1.890 1.980 1.140 0.452 88 280 8' Pine Tree Branche 105.00 75 1.890 1.980 1.140 0.452 29 93 7' Pine Tree Branche 104.00 75 1.854 1.796 1.073 0.426 28 93 7' Pine Tree Branche 103.00 300 1.819 1.625 1.010 0.401 104 374 7' Pine Tree Branche 102.00 75 1.784 1.465 0.949 0.376 24 93 Samsung 700/850MHz D 100.00 211 1.714 1.177 0.837 0.329 60 263 Samsung PCS+AWS 100.00 292 1.714 1.177 0.837 0.329 83 364 Raycap RRFDC-3315-PF 100.00 32 1.714 1.177 0.837 0.329 9 40 Raycap RRFDC-3315-PF 100.00 32 1.714 1.177 0.837 0.329 9 40 JMA Wireless MX06FIT 100.00 200 1.714 1.177 0.837 0.329 57 249 JMA Wireless MX06FRO 100.00 102 1.714 1.177 0.837 0.329 29 127 Round Sector Frame 100.00 900 1.714 1.177 0.837 0.329 257 1,121 8' Pine Tree Branche 99.00 150 1.680 1.049 0.784 0.307 40 187 8' Pine Tree Branche 98.00 225 1.646 0.929 0.735 0.286 56 280 8' Pine Tree Branche 97.00 75 1.613 0.819 0.688 0.265 17 93 8' Pine Tree Branche 96.00 225 1.580 0.718 0.643 0.246 48 280 8' Pine Tree Branche 95.00 150 1.547 0.624 0.601 0.227 30 187 8' Pine Tree Branche 94.00 225 1.515 0.538 0.560 0.209 41 280 Raycap DC6-48-60-18- 93.00 20 1.483 0.459 0.522 0.192 3 25 Ericsson RRU11 93.00 767 1.483 0.459 0.522 0.192 128 955 9' Pine Tree Branche 93.00 340 1.483 0.459 0.522 0.192 57 423 RAD Array Tree Branc 93.00 285 1.483 0.459 0.522 0.192 47 355 Andrew SBNH-1 D6565C 93.00 198 1.483 0.459 0.522 0.192 33 247 Andrew SBNH-1 D8585C 93.00 344 1.483 0.459 0.522 0.192 57 428 Round Sector Frame 93.00 900 1.483 0.459 0.522 0.192 150 1,121 9' Pine Tree Branche 91.00 255 1.420 0.322 0.452 0.160 35 317 10' Pine Tree Branch 90.00 170 1.389 0.263 0.420 0.146 21 212 9' Pine Tree Branche 89.00 170 1.358 0.209 0.390 0.132 19 212 10' Pine Tree Branch 88.00 170 1.328 0.160 0.361 0.119 18 212 10' Pine Tree Branch 87.00 85 1.298 0.117 0.334 0.107 8 106 10' Pine Tree Branch 85.00 170 1.239 0.044 0.285 0.085 12 212 10' Pine Tree Branch 84.00 85 1.210 0.014 0.262 0.075 6 106 11' Pine Tree Branch 84.00 95 1.210 0.014 0.262 0.075 6 118 11' Pine Tree Branch 83.00 190 1.181 -0.012 0.241 0.066 11 237 11' Pine Tree Branch 82.00 95 1.153 -0.035 0.221 0.058 5 118 Symmetricom 58532A 80.00 0 1.097 -0.072 0.185 0.043 0 0 Page: 33 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. 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Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:43 PM Customer: VERIZON WIRELESS Ericsson Radio 4449 80.00 222 1.097 -0.072 0.185 0.043 8 276 RAD Array Tree Branc 80.00 285 1.097 -0.072 0.185 0.043 11 355 Ericsson AIR 21 80.00 546 1.097 -0.072 0.185 0.043 20 680 Round Sector Frame 80.00 900 1.097 -0.072 0.185 0.043 34 1,121 RFS APXVAARR24 43-U- 80.00 384 1.097 -0.072 0.185 0.043 14 478 11' Pine Tree Branch 79.00 285 1.070 -0.085 0.169 0.037 9 355 12' Pine Tree Branch 79.00 95 1.070 -0.085 0.169 0.037 3 118 12' Pine Tree Branch 78.00 190 1.043 -0.097 0.154 0.032 5 237 12' Pine Tree Branch 77.00 95 1.016 -0.105 0.140 0.027 2 118 12' Pine Tree Branch 76.00 285 0.990 -0.112 0.127 0.023 6 355 12' Pine Tree Branch 75.00 190 0.964 -0.117 0.114 0.019 3 237 12' Pine Tree Branch 74.00 95 0.939 -0.120 0.103 0.017 1 118 13' Pine Tree Branch 74.00 95 0.939 -0.120 0.103 0.017 1 118 12' Pine Tree Branch 73.00 380 0.914 -0.122 0.093 0.014 5 473 12' Pine Tree Branch 71.00 95 0.864 -0.120 0.074 0.012 1 118 13' Pine Tree Branch 71.00 380 0.864 -0.120 0.074 0.012 4 473 13' Pine Tree Branch 70.00 190 0.840 -0.118 0.066 0.011 2 237 13' Pine Tree Branch 69.00 380 0.816 -0.115 0.059 0.011 4 473 13' Pine Tree Branch 68.00 95 0.793 -0.111 0.052 0.011 1 118 12' Pine Tree Branch 67.00 285 0.770 -0.106 0.046 0.012 3 355 13' Pine Tree Branch 67.00 95 0.770 -0.106 0.046 0.012 1 118 13' Pine Tree Branch 66.00 190 0.747 -0.100 0.040 0.013 2 237 13' Pine Tree Branch 65.00 475 0.724 -0.094 0.035 0.014 6 591 13' Pine Tree Branch 64.00 95 0.702 -0.088 0.030 0.016 1 118 14' Pine Tree Branch 64.00 95 0.702 -0.088 0.030 0.016 1 118 14' Pine Tree Branch 63.00 190 0.680 -0.081 0.026 0.017 3 237 13' Pine Tree Branch 62.00 285 0.659 -0.074 0.023 0.019 5 355 13' Pine Tree Branch 60.00 95 0.617 -0.059 0.017 0.024 2 118 14' Pine Tree Branch 60.00 285 0.617 -0.059 0.017 0.024 6 355 12' Pine Tree Branch 59.00 95 0.597 -0.052 0.014 0.026 2 118 14' Pine Tree Branch 59.00 95 0.597 -0.052 0.014 0.026 2 118 14' Pine Tree Branch 58.00 285 0.577 -0.044 0.012 0.028 7 355 14' Pine Tree Branch 57.00 95 0.557 -0.037 0.010 0.030 2 118 14' Pine Tree Branch 57.00 95 0.557 -0.037 0.010 0.030 2 118 15' Pine Tree Branch 57.00 95 0.557 -0.037 0.010 0.030 2 118 13' Pine Tree Branch 56.00 95 0.538 -0.030 0.009 0.033 3 118 14' Pine Tree Branch 56.00 95 0.538 -0.030 0.009 0.033 3 118 14' Pine Tree Branch 55.00 95 0.519 -0.023 0.008 0.035 3 118 15' Pine Tree Branch 54.00 190 0.500 -0.016 0.007 0.037 6 237 15' Pine Tree Branch 53.00 190 0.482 -0.009 0.006 0.039 6 237 15' Pine Tree Branch 52.00 190 0.464 -0.003 0.006 0.040 7 237 14' Pine Tree Branch 51.00 95 0.446 0.003 0.006 0.042 3 118 15' Pine Tree Branch 51.00 95 0.446 0.003 0.006 0.042 3 118 14' Pine Tree Branch 50.00 190 0.429 0.009 0.006 0.044 7 237 14' Pine Tree Branch 49.00 95 0.412 0.014 0.006 0.045 4 118 13' Pine Tree Branch 48.00 190 0.395 0.020 0.007 0.046 8 237 14' Pine Tree Branch 48.00 190 0.395 0.020 0.007 0.046 8 237 14' Pine Tree Branch 47.00 190 0.379 0.025 0.007 0.048 8 237 12' Pine Tree Branch 45.00 95 0.347 0.034 0.009 0.049 4 118 12' Pine Tree Branch 44.00 190 0.332 0.038 0.010 0.050 8 237 12' Pine Tree Branch 43.00 95 0.317 0.041 0.011 0.050 4 118 36,752 146.958 34.582 38.942 15.561 2,749 45,757 Load Case (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (I b) a b c Saz (I b) (I b) 62 104.50 65 1.872 1.887 1.106 0.439 25 55 61 103.50 65 1.836 1.709 1.041 0.413 23 56 Page: 34 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. 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Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:43 PM Customer: VERIZON WIRELESS 60 102.50 66 1.801 1.543 0.979 0.388 22 57 59 101.00 135 1.749 1.316 0.892 0.352 41 115 58 99.50 72 1.697 1.112 0.810 0.318 20 61 57 98.50 73 1.663 0.988 0.759 0.296 19 62 56 97.50 73 1.630 0.873 0.711 0.276 18 63 55 96.50 74 1.596 0.767 0.665 0.256 16 63 54 95.50 75 1.563 0.670 0.622 0.236 15 64 53 94.50 76 1.531 0.580 0.580 0.218 14 65 52 93.50 77 1.499 0.498 0.541 0.201 13 65 51 92.00 208 1.451 0.387 0.486 0.176 32 178 50 90.50 105 1.404 0.292 0.436 0.153 14 90 49 89.50 106 1.373 0.235 0.405 0.139 13 91 48 88.50 107 1.343 0.184 0.375 0.125 12 91 47 87.50 108 1.312 0.138 0.347 0.113 11 92 46 86.00 218 1.268 0.078 0.308 0.095 18 186 45 84.50 110 1.224 0.029 0.273 0.080 8 94 44 83.50 111 1.195 0.000 0.251 0.070 7 95 43 82.50 112 1.167 -0.024 0.231 0.062 6 95 42 81.00 226 1.125 -0.055 0.202 0.050 10 193 41 79.50 119 1.083 -0.079 0.177 0.040 4 102 40 78.50 120 1.056 -0.091 0.161 0.034 4 103 39 77.50 121 1.030 -0.101 0.147 0.029 3 103 38 76.50 122 1.003 -0.109 0.133 0.025 3 104 37 75.50 122 0.977 -0.115 0.120 0.021 2 105 36 74.50 123 0.951 -0.119 0.109 0.018 2 105 35 73.50 124 0.926 -0.121 0.098 0.016 2 106 34 72.00 250 0.889 -0.122 0.083 0.013 3 214 33 70.50 126 0.852 -0.119 0.070 0.011 1 108 32 69.50 127 0.828 -0.116 0.062 0.011 1 109 31 68.50 128 0.804 -0.113 0.055 0.011 1 109 30 67.50 129 0.781 -0.108 0.049 0.012 1 110 29 66.50 223 0.758 -0.103 0.043 0.012 2 191 28 65.50 225 0.735 -0.097 0.037 0.014 3 192 27 64.50 226 0.713 -0.091 0.032 0.015 3 193 26 63.50 228 0.691 -0.084 0.028 0.017 3 195 25 62.50 229 0.670 -0.077 0.024 0.018 4 196 24 61.88 58 0.656 -0.073 0.022 0.020 1 49 23 60.88 232 0.635 -0.066 0.019 0.022 4 199 22 59.50 134 0.607 -0.055 0.015 0.025 3 114 21 58.50 135 0.587 -0.048 0.013 0.027 3 115 20 57.50 135 0.567 -0.041 0.011 0.029 3 116 19 56.50 136 0.547 -0.034 0.010 0.031 4 116 18 55.50 137 0.528 -0.026 0.008 0.034 4 117 17 54.50 138 0.509 -0.019 0.007 0.036 4 118 16 53.50 139 0.491 -0.013 0.007 0.038 5 118 15 52.88 35 0.479 -0.009 0.006 0.039 1 30 14 52.38 221 0.470 -0.005 0.006 0.040 8 189 13 51.50 296 0.455 0.000 0.006 0.041 11 253 12 50.50 298 0.437 0.006 0.006 0.043 11 255 11 49.50 300 0.420 0.012 0.006 0.044 12 256 10 48.50 302 0.403 0.017 0.006 0.046 12 258 9 47.50 304 0.387 0.022 0.007 0.047 12 260 8 46.00 394 0.363 0.029 0.008 0.048 17 337 7 44.50 199 0.339 0.036 0.009 0.050 9 170 6 43.50 200 0.324 0.039 0.010 0.050 9 171 5 41.50 607 0.295 0.046 0.013 0.051 27 519 4 35.00 2,102 0.210 0.061 0.022 0.050 91 1,797 3 25.00 2,222 0.107 0.071 0.036 0.044 85 1,900 2 15.00 2,342 0.039 0.070 0.041 0.037 76 2,002 1 5.00 2,461 0.004 0.042 0.024 0.022 47 2,104 7' Pine Tree Branche 105.00 225 1.890 1.980 1.140 0.452 88 192 8' Pine Tree Branche 105.00 75 1.890 1.980 1.140 0.452 29 64 7' Pine Tree Branche 104.00 75 1.854 1.796 1.073 0.426 28 64 7' Pine Tree Branche 103.00 300 1.819 1.625 1.010 0.401 104 256 Page: 35 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. 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Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:43 PM Customer: VERIZON WIRELESS 7' Pine Tree Branche 102.00 75 1.784 1.465 0.949 0.376 24 64 Samsung 700/850MHz D 100.00 211 1.714 1.177 0.837 0.329 60 180 Samsung PCS+AWS 100.00 292 1.714 1.177 0.837 0.329 83 250 Raycap RRFDC-3315-PF 100.00 32 1.714 1.177 0.837 0.329 9 27 Raycap RRFDC-3315-PF 100.00 32 1.714 1.177 0.837 0.329 9 27 JMA Wireless MX06FIT 100.00 200 1.714 1.177 0.837 0.329 57 171 JMA Wireless MX06FRO 100.00 102 1.714 1.177 0.837 0.329 29 87 Round Sector Frame 100.00 900 1.714 1.177 0.837 0.329 257 769 8' Pine Tree Branche 99.00 150 1.680 1.049 0.784 0.307 40 128 8' Pine Tree Branche 98.00 225 1.646 0.929 0.735 0.286 56 192 8' Pine Tree Branche 97.00 75 1.613 0.819 0.688 0.265 17 64 8' Pine Tree Branche 96.00 225 1.580 0.718 0.643 0.246 48 192 8' Pine Tree Branche 95.00 150 1.547 0.624 0.601 0.227 30 128 8' Pine Tree Branche 94.00 225 1.515 0.538 0.560 0.209 41 192 Raycap DC6-48-60-18- 93.00 20 1.483 0.459 0.522 0.192 3 17 Ericsson RRU11 93.00 767 1.483 0.459 0.522 0.192 128 656 9' Pine Tree Branche 93.00 340 1.483 0.459 0.522 0.192 57 291 RAD Array Tree Branc 93.00 285 1.483 0.459 0.522 0.192 47 244 Andrew SBNH-1 D6565C 93.00 198 1.483 0.459 0.522 0.192 33 170 Andrew SBNH-1 D8585C 93.00 344 1.483 0.459 0.522 0.192 57 294 Round Sector Frame 93.00 900 1.483 0.459 0.522 0.192 150 769 9' Pine Tree Branche 91.00 255 1.420 0.322 0.452 0.160 35 218 10' Pine Tree Branch 90.00 170 1.389 0.263 0.420 0.146 21 145 9' Pine Tree Branche 89.00 170 1.358 0.209 0.390 0.132 19 145 10' Pine Tree Branch 88.00 170 1.328 0.160 0.361 0.119 18 145 10' Pine Tree Branch 87.00 85 1.298 0.117 0.334 0.107 8 73 10' Pine Tree Branch 85.00 170 1.239 0.044 0.285 0.085 12 145 10' Pine Tree Branch 84.00 85 1.210 0.014 0.262 0.075 6 73 11' Pine Tree Branch 84.00 95 1.210 0.014 0.262 0.075 6 81 11' Pine Tree Branch 83.00 190 1.181 -0.012 0.241 0.066 11 162 11' Pine Tree Branch 82.00 95 1.153 -0.035 0.221 0.058 5 81 Symmetricom 58532A 80.00 0 1.097 -0.072 0.185 0.043 0 0 Ericsson Radio 4449 80.00 222 1.097 -0.072 0.185 0.043 8 190 RAD Array Tree Branc 80.00 285 1.097 -0.072 0.185 0.043 11 244 Ericsson AIR 21 80.00 546 1.097 -0.072 0.185 0.043 20 467 Round Sector Frame 80.00 900 1.097 -0.072 0.185 0.043 34 769 RFS APXVAARR24 43-U- 80.00 384 1.097 -0.072 0.185 0.043 14 328 11' Pine Tree Branch 79.00 285 1.070 -0.085 0.169 0.037 9 244 12' Pine Tree Branch 79.00 95 1.070 -0.085 0.169 0.037 3 81 12' Pine Tree Branch 78.00 190 1.043 -0.097 0.154 0.032 5 162 12' Pine Tree Branch 77.00 95 1.016 -0.105 0.140 0.027 2 81 12' Pine Tree Branch 76.00 285 0.990 -0.112 0.127 0.023 6 244 12' Pine Tree Branch 75.00 190 0.964 -0.117 0.114 0.019 3 162 12' Pine Tree Branch 74.00 95 0.939 -0.120 0.103 0.017 1 81 13' Pine Tree Branch 74.00 95 0.939 -0.120 0.103 0.017 1 81 12' Pine Tree Branch 73.00 380 0.914 -0.122 0.093 0.014 5 325 12' Pine Tree Branch 71.00 95 0.864 -0.120 0.074 0.012 1 81 13' Pine Tree Branch 71.00 380 0.864 -0.120 0.074 0.012 4 325 13' Pine Tree Branch 70.00 190 0.840 -0.118 0.066 0.011 2 162 13' Pine Tree Branch 69.00 380 0.816 -0.115 0.059 0.011 4 325 13' Pine Tree Branch 68.00 95 0.793 -0.111 0.052 0.011 1 81 12' Pine Tree Branch 67.00 285 0.770 -0.106 0.046 0.012 3 244 13' Pine Tree Branch 67.00 95 0.770 -0.106 0.046 0.012 1 81 13' Pine Tree Branch 66.00 190 0.747 -0.100 0.040 0.013 2 162 13' Pine Tree Branch 65.00 475 0.724 -0.094 0.035 0.014 6 406 13' Pine Tree Branch 64.00 95 0.702 -0.088 0.030 0.016 1 81 14' Pine Tree Branch 64.00 95 0.702 -0.088 0.030 0.016 1 81 14' Pine Tree Branch 63.00 190 0.680 -0.081 0.026 0.017 3 162 13' Pine Tree Branch 62.00 285 0.659 -0.074 0.023 0.019 5 244 13' Pine Tree Branch 60.00 95 0.617 -0.059 0.017 0.024 2 81 14' Pine Tree Branch 60.00 285 0.617 -0.059 0.017 0.024 6 244 12' Pine Tree Branch 59.00 95 0.597 -0.052 0.014 0.026 2 81 14' Pine Tree Branch 59.00 95 0.597 -0.052 0.014 0.026 2 81 14' Pine Tree Branch 58.00 285 0.577 -0.044 0.012 0.028 7 244 Page: 36 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. All rights reserved. Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:43 PM Customer: VERIZON WIRELESS 14' Pine Tree Branch 57.00 95 0.557 -0.037 0.010 0.030 2 81 14' Pine Tree Branch 57.00 95 0.557 -0.037 0.010 0.030 2 81 15' Pine Tree Branch 57.00 95 0.557 -0.037 0.010 0.030 2 81 13' Pine Tree Branch 56.00 95 0.538 -0.030 0.009 0.033 3 81 14' Pine Tree Branch 56.00 95 0.538 -0.030 0.009 0.033 3 81 14' Pine Tree Branch 55.00 95 0.519 -0.023 0.008 0.035 3 81 15' Pine Tree Branch 54.00 190 0.500 -0.016 0.007 0.037 6 162 15' Pine Tree Branch 53.00 190 0.482 -0.009 0.006 0.039 6 162 15' Pine Tree Branch 52.00 190 0.464 -0.003 0.006 0.040 7 162 14' Pine Tree Branch 51.00 95 0.446 0.003 0.006 0.042 3 81 15' Pine Tree Branch 51.00 95 0.446 0.003 0.006 0.042 3 81 14' Pine Tree Branch 50.00 190 0.429 0.009 0.006 0.044 7 162 14' Pine Tree Branch 49.00 95 0.412 0.014 0.006 0.045 4 81 13' Pine Tree Branch 48.00 190 0.395 0.020 0.007 0.046 8 162 14' Pine Tree Branch 48.00 190 0.395 0.020 0.007 0.046 8 162 14' Pine Tree Branch 47.00 190 0.379 0.025 0.007 0.048 8 162 12' Pine Tree Branch 45.00 95 0.347 0.034 0.009 0.049 4 81 12' Pine Tree Branch 44.00 190 0.332 0.038 0.010 0.050 8 162 12' Pine Tree Branch 43.00 95 0.317 0.041 0.011 0.050 4 81 36,752 146.958 34.582 38.942 15.561 2,749 31,423 Page: 37 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. 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Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:43 PM Customer: VERIZON WIRELESS Load Case (1.2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method Calculated Forces Seg Elev (ft) Pu FY (-) (ki ps) Vu FX (-) (kips) Tu MY (ft -kips) Mu Mu MZ MX (ft -kips) (ft -kips) Resultant Moment (ft -kips) phi Pn (kips) phi Vn (kips) phi phi Tn Mn (ft -kips) (ft -kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -42.69 -2.71 0.00 -230.28 0.00 230.28 4,208.02 2,104.01 9,293.27 4,653.54 0.00 0.00 0.060 10.00 -39.78 -2.65 0.00 -203.17 0.00 203.17 4,065.06 2,032.53 8,479.36 4,245.98 0.03 -0.03 0.058 20.00 -37.01 -2.58 0.00 -176.64 0.00 176.64 3,911.73 1,955.87 7,680.12 3,845.77 0.11 -0.05 0.055 30.00 -34.39 -2.51 0.00 -150.80 0.00 150.80 3,748.02 1,874.01 6,899.36 3,454.81 0.26 -0.08 0.053 40.00 -33.63 -2.49 0.00 -125.72 0.00 125.72 3,573.94 1,786.97 6,140.90 3,075.01 0.46 -0.11 0.050 43.00 -33.27 -2.48 0.00 -118.25 0.00 118.25 3,519.69 1,759.84 5,918.28 2,963.54 0.54 -0.12 0.049 44.00 -32.78 -2.46 0.00 -115.77 0.00 115.77 3,501.40 1,750.70 5,844.61 2,926.65 0.56 -0.12 0.049 45.00 -32.17 -2.45 0.00 -113.31 0.00 113.31 3,483.00 1,741.50 5,771.22 2,889.90 0.59 -0.13 0.048 47.00 -31.56 -2.43 0.00 -108.42 0.00 108.42 3,445.90 1,722.95 5,625.29 2,816.82 0.64 -0.13 0.048 48.00 -30.71 -2.40 0.00 -105.99 0.00 105.99 3,427.20 1,713.60 5,552.75 2,780.50 0.67 -0.14 0.047 49.00 -30.22 -2.38 0.00 -103.59 0.00 103.59 3,408.39 1,704.19 5,480.50 2,744.33 0.70 -0.14 0.047 50.00 -29.61 -2.37 0.00 -101.21 0.00 101.21 3,389.48 1,694.74 5,408.55 2,708.30 0.73 -0.14 0.046 51.00 -29.00 -2.35 0.00 -98.84 0.00 98.84 3,370.46 1,685.23 5,336.90 2,672.42 0.76 -0.15 0.046 52.00 -28.49 -2.33 0.00 -96.49 0.00 96.49 3,351.34 1,675.67 5,265.55 2,636.69 0.79 -0.15 0.045 52.75 -28.45 -2.33 0.00 -94.74 0.00 94.74 1,955.62 977.81 3,115.23 1,559.93 0.81 -0.15 0.075 53.00 -28.04 -2.32 0.00 -94.16 0.00 94.16 1,953.57 976.79 3,105.98 1,555.30 0.82 -0.15 0.075 54.00 -27.63 -2.31 0.00 -91.84 0.00 91.84 1,945.33 972.67 3,069.04 1,536.80 0.86 -0.16 0.074 55.00 -27.34 -2.31 0.00 -89.52 0.00 89.52 1,936.99 968.49 3,032.14 1,518.32 0.89 -0.16 0.073 56.00 -26.94 -2.30 0.00 -87.21 0.00 87.21 1,928.54 964.27 2,995.28 1,499.86 0.92 -0.17 0.072 57.00 -26.41 -2.29 0.00 -84.91 0.00 84.91 1,919.99 959.99 2,958.46 1,481.43 0.96 -0.17 0.071 58.00 -25.89 -2.28 0.00 -82.62 0.00 82.62 1,911.33 955.67 2,921.70 1,463.02 0.99 -0.18 0.070 59.00 -25.49 -2.27 0.00 -80.34 0.00 80.34 1,902.57 951.29 2,884.99 1,444.64 1.03 -0.18 0.069 60.00 -24.73 -2.26 0.00 -78.07 0.00 78.07 1,893.71 946.85 2,848.34 1,426.29 1.07 -0.18 0.068 61.75 -24.65 -2.26 0.00 -74.11 0.00 74.11 1,877.95 938.97 2,784.36 1,394.25 1.14 -0.19 0.066 62.00 -24.01 -2.25 0.00 -73.54 0.00 73.54 1,875.67 937.84 2,775.24 1,389.68 1.15 -0.19 0.066 63.00 -23.49 -2.25 0.00 -71.29 0.00 71.29 1,866.50 933.25 2,738.79 1,371.43 1.19 -0.20 0.065 64.00 -22.97 -2.24 0.00 -69.04 0.00 69.04 1,857.22 928.61 2,702.41 1,353.21 1.23 -0.20 0.063 65.00 -22.10 -2.23 0.00 -66.80 0.00 66.80 1,847.84 923.92 2,666.11 1,335.04 1.28 -0.21 0.062 66.00 -21.59 -2.23 0.00 -64.57 0.00 64.57 1,838.35 919.18 2,629.90 1,316.90 1.32 -0.21 0.061 67.00 -20.95 -2.22 0.00 -62.34 0.00 62.34 1,844.90 922.45 2,654.86 1,329.40 1.36 -0.22 0.058 68.00 -20.68 -2.22 0.00 -60.12 0.00 60.12 1,835.38 917.69 2,618.67 1,311.28 1.41 -0.22 0.057 69.00 -20.05 -2.21 0.00 -57.90 0.00 57.90 1,825.76 912.88 2,582.56 1,293.20 1.46 -0.22 0.056 70.00 -19.65 -2.21 0.00 -55.69 0.00 55.69 1,816.04 908.02 2,546.55 1,275.17 1.50 -0.23 0.054 71.00 -18.75 -2.20 0.00 -53.48 0.00 53.48 1,806.21 903.10 2,510.63 1,257.18 1.55 -0.23 0.053 73.00 -18.12 -2.19 0.00 -49.08 0.00 49.08 1,786.24 893.12 2,439.09 1,221.36 1.65 -0.24 0.050 74.00 -17.73 -2.19 0.00 -46.88 0.00 46.88 1,776.10 888.05 2,403.47 1,203.52 1.70 -0.24 0.049 75.00 -17.34 -2.18 0.00 -44.69 0.00 44.69 1,765.85 882.93 2,367.97 1,185.74 1.75 -0.25 0.048 76.00 -16.84 -2.17 0.00 -42.51 0.00 42.51 1,755.50 877.75 2,332.58 1,168.02 1.80 -0.25 0.046 77.00 -16.57 -2.17 0.00 -40.34 0.00 40.34 1,745.05 872.53 2,297.30 1,150.36 1.86 -0.25 0.045 78.00 -16.18 -2.16 0.00 -38.17 0.00 38.17 1,734.50 867.25 2,262.15 1,132.76 1.91 -0.26 0.043 79.00 -15.56 -2.14 0.00 -36.01 0.00 36.01 1,723.84 861.92 2,227.12 1,115.22 1.96 -0.26 0.041 80.00 -12.37 -2.03 0.00 -33.87 0.00 33.87 1,713.07 856.54 2,192.22 1,097.74 2.02 -0.26 0.038 82.00 -12.11 -2.02 0.00 -29.81 0.00 29.81 1,691.23 845.62 2,122.82 1,062.99 2.13 -0.27 0.035 83.00 -11.74 -2.00 0.00 -27.80 0.00 27.80 1,680.16 840.08 2,088.33 1,045.72 2.19 -0.27 0.034 84.00 -11.38 -1.98 0.00 -25.80 0.00 25.80 1,668.98 834.49 2,053.98 1,028.52 2.25 -0.27 0.032 85.00 -10.89 -1.95 0.00 -23.82 0.00 23.82 1,657.70 828.85 2,019.78 1,011.39 2.30 -0.28 0.030 87.00 -10.65 -1.93 0.00 -19.92 0.00 19.92 1,634.82 817.41 1,951.83 977.37 2.42 -0.28 0.027 88.00 -10.31 -1.90 0.00 -18.00 0.00 18.00 1,623.23 811.61 1,918.10 960.48 2.48 -0.28 0.025 89.00 -9.96 -1.86 0.00 -16.10 0.00 16.10 1,611.53 805.77 1,884.53 943.66 2.54 -0.29 0.023 90.00 -9.62 -1.83 0.00 -14.23 0.00 14.23 1,599.73 799.87 1,851.12 926.94 2.60 -0.29 0.021 91.00 -9.05 -1.76 0.00 -12.41 0.00 12.41 1,587.83 793.91 1,817.89 910.29 2.66 -0.29 0.019 93.00 -5.40 -1.25 0.00 -8.89 0.00 8.89 1,563.71 781.85 1,751.94 877.27 2.78 -0.29 0.014 94.00 -5.03 -1.19 0.00 -7.64 0.00 7.64 1,551.49 775.74 1,719.24 860.90 2.84 -0.29 0.012 95.00 -4.75 -1.15 0.00 -6.45 0.00 6.45 1,539.17 769.58 1,686.73 844.62 2.91 -0.29 0.011 96.00 -4.37 -1.08 0.00 -5.30 0.00 5.30 1,526.75 763.37 1,654.40 828.43 2.97 -0.30 0.009 97.00 -4.19 -1.05 0.00 -4.22 0.00 4.22 1,514.22 757.11 1,622.27 812.34 3.03 -0.30 0.008 Page: 38 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. All rights reserved. Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:43 PM Customer: VERIZON WIRELESS 98.00 -3.82 -0.97 0.00 -3.17 0.00 3.17 1,501.59 750.79 1,590.33 796.35 3.09 -0.30 0.007 99.00 -3.54 -0.91 0.00 -2.20 0.00 2.20 1,488.85 744.43 1,558.60 780.46 3.15 -0.30 0.005 100.00 -1.18 -0.35 0.00 -1.29 0.00 1.29 1,476.01 738.01 1,527.07 764.67 3.22 -0.30 0.002 102.00 -1.00 -0.30 0.00 -0.59 0.00 0.59 1,450.02 725.01 1,464.64 733.41 3.34 -0.30 0.002 103.00 -0.55 -0.17 0.00 -0.29 0.00 0.29 1,434.98 717.49 1,431.86 716.99 3.40 -0.30 0.001 104.00 -0.37 -0.12 0.00 -0.12 0.00 0.12 1,417.53 708.77 1,397.08 699.58 3.47 -0.30 0.000 105.00 0.00 -0.12 0.00 0.00 0.00 0.00 1,400.09 700.04 1,362.73 682.38 3.53 -0.30 0.000 Page: 39 Site Number: 283534 Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. All rights reserved. Site Name: SARATOGA SPRINGS NY, NY Engineering Number: 12626073_C3_01 1/17/2019 3:33:43 PM Customer: VERIZON WIRELESS Load Case (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Calculated Forces Seg Elev (ft) Pu FY (-) (ki ps) Vu FX (-) (kips) Tu MY (ft -kips) Mu Mu MZ MX (ft -kips) (ft -kips) Resultant Moment (ft -kips) phi Pn (kips) phi Vn (kips) phi phi Tn Mn (ft -kips) (ft -kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -29.32 -2.71 0.00 -228.58 0.00 228.58 4,208.02 2,104.01 9,293.27 4,653.54 0.00 0.00 0.056 10.00 -27.31 -2.64 0.00 -201.50 0.00 201.50 4,065.06 2,032.53 8,479.36 4,245.98 0.03 -0.03 0.054 20.00 -25.41 -2.57 0.00 -175.06 0.00 175.06 3,911.73 1,955.87 7,680.12 3,845.77 0.11 -0.05 0.052 30.00 -23.62 -2.49 0.00 -149.36 0.00 149.36 3,748.02 1,874.01 6,899.36 3,454.81 0.26 -0.08 0.050 40.00 -23.10 -2.47 0.00 -124.47 0.00 124.47 3,573.94 1,786.97 6,140.90 3,075.01 0.46 -0.11 0.047 43.00 -22.84 -2.46 0.00 -117.06 0.00 117.06 3,519.69 1,759.84 5,918.28 2,963.54 0.53 -0.12 0.046 44.00 -22.51 -2.44 0.00 -114.61 0.00 114.61 3,501.40 1,750.70 5,844.61 2,926.65 0.56 -0.12 0.046 45.00 -22.09 -2.42 0.00 -112.17 0.00 112.17 3,483.00 1,741.50 5,771.22 2,889.90 0.58 -0.13 0.045 47.00 -21.67 -2.40 0.00 -107.32 0.00 107.32 3,445.90 1,722.95 5,625.29 2,816.82 0.64 -0.13 0.044 48.00 -21.09 -2.38 0.00 -104.92 0.00 104.92 3,427.20 1,713.60 5,552.75 2,780.50 0.66 -0.14 0.044 49.00 -20.75 -2.36 0.00 -102.54 0.00 102.54 3,408.39 1,704.19 5,480.50 2,744.33 0.69 -0.14 0.043 50.00 -20.33 -2.34 0.00 -100.18 0.00 100.18 3,389.48 1,694.74 5,408.55 2,708.30 0.72 -0.14 0.043 51.00 -19.92 -2.32 0.00 -97.84 0.00 97.84 3,370.46 1,685.23 5,336.90 2,672.42 0.75 -0.15 0.043 52.00 -19.57 -2.31 0.00 -95.52 0.00 95.52 3,351.34 1,675.67 5,265.55 2,636.69 0.78 -0.15 0.042 52.75 -19.54 -2.31 0.00 -93.78 0.00 93.78 1,955.62 977.81 3,115.23 1,559.93 0.81 -0.15 0.070 53.00 -19.25 -2.30 0.00 -93.21 0.00 93.21 1,953.57 976.79 3,105.98 1,555.30 0.82 -0.15 0.070 54.00 -18.97 -2.29 0.00 -90.91 0.00 90.91 1,945.33 972.67 3,069.04 1,536.80 0.85 -0.16 0.069 55.00 -18.78 -2.28 0.00 -88.62 0.00 88.62 1,936.99 968.49 3,032.14 1,518.32 0.88 -0.16 0.068 56.00 -18.50 -2.28 0.00 -86.34 0.00 86.34 1,928.54 964.27 2,995.28 1,499.86 0.92 -0.17 0.067 57.00 -18.14 -2.26 0.00 -84.06 0.00 84.06 1,919.99 959.99 2,958.46 1,481.43 0.95 -0.17 0.066 58.00 -17.78 -2.25 0.00 -81.80 0.00 81.80 1,911.33 955.67 2,921.70 1,463.02 0.99 -0.17 0.065 59.00 -17.50 -2.25 0.00 -79.54 0.00 79.54 1,902.57 951.29 2,884.99 1,444.64 1.02 -0.18 0.064 60.00 -16.98 -2.24 0.00 -77.29 0.00 77.29 1,893.71 946.85 2,848.34 1,426.29 1.06 -0.18 0.063 61.75 -16.93 -2.24 0.00 -73.38 0.00 73.38 1,877.95 938.97 2,784.36 1,394.25 1.13 -0.19 0.062 62.00 -16.49 -2.23 0.00 -72.82 0.00 72.82 1,875.67 937.84 2,775.24 1,389.68 1.14 -0.19 0.061 63.00 -16.13 -2.22 0.00 -70.59 0.00 70.59 1,866.50 933.25 2,738.79 1,371.43 1.18 -0.20 0.060 64.00 -15.77 -2.22 0.00 -68.37 0.00 68.37 1,857.22 928.61 2,702.41 1,353.21 1.22 -0.20 0.059 65.00 -15.18 -2.21 0.00 -66.16 0.00 66.16 1,847.84 923.92 2,666.11 1,335.04 1.26 -0.20 0.058 66.00 -14.82 -2.20 0.00 -63.95 0.00 63.95 1,838.35 919.18 2,629.90 1,316.90 1.31 -0.21 0.057 67.00 -14.39 -2.20 0.00 -61.75 0.00 61.75 1,844.90 922.45 2,654.86 1,329.40 1.35 -0.21 0.054 68.00 -14.20 -2.19 0.00 -59.55 0.00 59.55 1,835.38 917.69 2,618.67 1,311.28 1.40 -0.22 0.053 69.00 -13.76 -2.19 0.00 -57.36 0.00 57.36 1,825.76 912.88 2,582.56 1,293.20 1.44 -0.22 0.052 70.00 -13.49 -2.19 0.00 -55.17 0.00 55.17 1,816.04 908.02 2,546.55 1,275.17 1.49 -0.23 0.051 71.00 -12.87 -2.18 0.00 -52.99 0.00 52.99 1,806.21 903.10 2,510.63 1,257.18 1.54 -0.23 0.049 73.00 -12.44 -2.17 0.00 -48.63 0.00 48.63 1,786.24 893.12 2,439.09 1,221.36 1.64 -0.24 0.047 74.00 -12.17 -2.16 0.00 -46.46 0.00 46.46 1,776.10 888.05 2,403.47 1,203.52 1.69 -0.24 0.045 75.00 -11.91 -2.16 0.00 -44.30 0.00 44.30 1,765.85 882.93 2,367.97 1,185.74 1.74 -0.24 0.044 76.00 -11.56 -2.15 0.00 -42.14 0.00 42.14 1,755.50 877.75 2,332.58 1,168.02 1.79 -0.25 0.043 77.00 -11.37 -2.14 0.00 -39.99 0.00 39.99 1,745.05 872.53 2,297.30 1,150.36 1.84 -0.25 0.041 78.00 -11.11 -2.13 0.00 -37.85 0.00 37.85 1,734.50 867.25 2,262.15 1,132.76 1.89 -0.25 0.040 79.00 -10.68 -2.12 0.00 -35.71 0.00 35.71 1,723.84 861.92 2,227.12 1,115.22 1.95 -0.26 0.038 80.00 -8.49 -2.01 0.00 -33.60 0.00 33.60 1,713.07 856.54 2,192.22 1,097.74 2.00 -0.26 0.036 82.00 -8.31 -2.00 0.00 -29.57 0.00 29.57 1,691.23 845.62 2,122.82 1,062.99 2.11 -0.27 0.033 83.00 -8.06 -1.98 0.00 -27.57 0.00 27.57 1,680.16 840.08 2,088.33 1,045.72 2.17 -0.27 0.031 84.00 -7.81 -1.96 0.00 -25.59 0.00 25.59 1,668.98 834.49 2,053.98 1,028.52 2.23 -0.27 0.030 85.00 -7.48 -1.93 0.00 -23.63 0.00 23.63 1,657.70 828.85 2,019.78 1,011.39 2.28 -0.27 0.028 87.00 -7.31 -1.91 0.00 -19.77 0.00 19.77 1,634.82 817.41 1,951.83 977.37 2.40 -0.28 0.025 88.00 -7.08 -1.88 0.00 -17.86 0.00 17.86 1,623.23 811.61 1,918.10 960.48 2.46 -0.28 0.023 89.00 -6.84 -1.85 0.00 -15.98 0.00 15.98 1,611.53 805.77 1,884.53 943.66 2.52 -0.28 0.021 90.00 -6.61 -1.81 0.00 -14.13 0.00 14.13 1,599.73 799.87 1,851.12 926.94 2.58 -0.29 0.019 91.00 -6.21 -1.74 0.00 -12.32 0.00 12.32 1,587.83 793.91 1,817.89 910.29 2.64 -0.29 0.017 93.00 -3.71 -1.24 0.00 -8.83 0.00 8.83 1,563.71 781.85 1,751.94 877.27 2.76 -0.29 0.012 94.00 -3.45 -1.19 0.00 -7.59 0.00 7.59 1,551.49 775.74 1,719.24 860.90 2.82 -0.29 0.011 95.00 -3.26 -1.14 0.00 -6.41 0.00 6.41 1,539.17 769.58 1,686.73 844.62 2.88 -0.29 0.010 96.00 -3.00 -1.07 0.00 -5.27 0.00 5.27 1,526.75 763.37 1,654.40 828.43 2.94 -0.29 0.008 97.00 -2.88 -1.04 0.00 -4.19 0.00 4.19 1,514.22 757.11 1,622.27 812.34 3.00 -0.29 0.007 Page: 40 Site Number: 283534 Site Name: SARATOGA SPRINGS NY, NY Customer: VERIZON WIRELESS Analysis Summary Code: ANSI/TIA-222-G © 2007 - 2019 by ATC IP LLC. All rights reserved. Engineering Number: 12626073_C3_01 1/17/2019 3:33:43 PM Page: 42 Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Elev Interaction Load Case (ki s) (ki s) (ki s) (ft -kips) (ft -kips) (ft -kips) ft Ratio 1.21D + 1.6W 42.46 0.00 43.96 0.00 0.00 3192.33 0.00 0.70 0.91D + 1.6W 42.43 0.00 32.94 0.00 0.00 3175.54 0.00 0.69 1.21D + 1.ODi + 1.OWi 9.78 0.00 100.49 0.00 0.00 750.73 52.75 0.20 (1.2 + 0.2Sds) * DL + E ELFM 2.95 0.00 42.69 0.00 0.00 233.17 52.75 0.07 (1.2 + 0.2Sds) * DL + E EMAM 2.71 0.00 42.69 0.00 0.00 230.28 52.75 0.08 (0.9 - 0.2Sds) * DL + E ELFM 2.95 0.00 29.32 0.00 0.00 231.58 52.75 0.06 (0.9 - 0.2Sds) * DL + E EMAM 2.71 0.00 29.32 0.00 0.00 228.58 52.75 0.07 1.01D + 1.OW 11.79 0.00 36.74 0.00 0.00 883.96 0.00 0.20 Page: 42 283534 - Saratoga Springs NY, NY (12626073) A& 3:25 PM 1/17/2019 aANLEFucxLrm-rc3PwF-ezm Pole Dimensions Base Reactions . I& Report Capacities Number of Sides 18 - - Moment, Mu 3192.3 k -ft in Diameter 54.0751 in in Axial, Pu 44.0 k - Thickness 0.375 in ksi Shear, Vu 42.5 k ksi Orientation Offset 0 0Neutral in Axis 230 I ° ° Base Shape Plate Round - Diameter, 0 67 in Thickness 23/4 in Grade A572-50 - Yield Strength, Fy 50 ksi Tensile Strength, Fu 65 ksi Clip N/A in Orientation Offset 0 ° Anchor Rod Detail d n=0.5 Clear Distance 3 in Applied Moment, Mu 822.5 k Bending Stress, (�Mn 3087.5 k Original Anchor Rods MME11i Arrangement Radial - Quantity 18 - Diameter, 0 21/4 in Bolt Circle 61 in Grade A615-75 Yield Strength, Fy 75 ksi Tensile Strength, Fu 100 ksi Spacing 10.6 in Orientation Offset 0 ° Applied Force, Pu 141.9 k Anchor Rods, (�Pn 259.8 k Component Capacity Result Base Plate 27% Pass Anchor Rods 55% Pass Dwyidag - - X:\S-V\Saratoga Springs NY, NY (283534)\12626073 VERIZON WIRELESS\12626073_01_CUST_STRUCTRL\Monopole.Base-Plate-and-Anchor-Rod.v1.5 Checked By: Luke.McCarn Site Name: Site Number: Engineering Number: Engineer: Date: Tower Type: Saratoga Springs NY, NY 283534 12626073 Luke.McCarn 01/17/19 MP Design Loads (Factored) - Analysis per TIA-222-G Standards Program Last Updated: 5/13/2014 Design / Analysis / Mapping: Analysis Compression/Leg: 44.0 k Concrete Strength (f J: 4000 psi Uplift/Leg: 0 k Pad Tension Steel Depth: 26.0 in Total Shear: 42.5 kShear: 0.75 Moment: 3192.3 k -ft k1exure / Tension: 0.9 Tower + Appurtenance Weight: 44.0 k Compression: 0.65 Depth to Base of Foundation (I + t - h): 6.5 ft P: 0.85 Diameter of Pier (d): 7 ft Bottom Pad Rebar Size #: 9 Height of Pier above Ground (h): 1 ft # of Bottom Pad Rebar: 29 Width of Pad (W): 25 ft Pad Bottom Steel Area: 29 int Length of Pad (L): 25 ft Pad Steel Fy: 60000 psi Thickness of Pad (t): 2.5 ft Top Pad Rebar Size #: 8 Tower Leg Center to Center: 0 ft # of Top Pad Rebar: 29 Number of Tower Legs: 1 (1 if MP or GT) Pad Top Steel Area: 22.91 int Tower Center from Mat Center: 0 ft Pier Rebar Size #: 10 Depth Below Ground Surface to Water Table: 38 ft Pier Steel Area (Single Bar): 1.27 int Unit Weight of Concrete: 150 pcf # of Pier Rebar: 46 Unit Weight of Soil Above Water Table: 110 pcf Pier Steel Fy: 60000 psi Unit Weight of Water: 62.4 pcf Pier Cage Diameter: 76.0 in Unit Weight of Soil Below Water Table: 47.6 pcf Rebar Strain Limit: 0.008 Friction Angle of Uplift: 0 Degrees Steel Elastic Modulus: 29000 ksi Ultimate Coefficient of Shear Friction: 0.4 Tie Rebar Size #: 4 Ultimate Compressive Bearing Pressure: 6000 psf Tie Steel Area (Single Bar): 0.2 int Ultimate Passive Pressure on Pad Face: 500 psf Tie Spacing: 8 in `NSoil and Concrete Weight• 0.9 Tie Steel Fy: 60000 psi Soil: 0.75 Overturning Moment Usage Design OTM: 3510.8 k -ft OTM Resistance: 6308.4 k -ft Design OTM / OTM Resistance: 0.56 Result: OK Soil Bearing Pressure Usage Net Bearing Pressure: 2198 psf Factored Nominal Bearing Pressure: 4500 psf Net Bearing Pressure/Factored Nominal Bearing Pressure: 0.49 Result: OK Load Direction Controling Design Bearing Pressure: Diagonal to Pad Edge Sliding Factor of Safety Total Factored Sliding Resistance: 188.5 k Sliding Design / Sliding Resistance: 0.23 Result: OK One Way Shear, Flexual Capacity, and Punching Shear Factored One Way Shear (Vu): One Way Shear Capacity (�V j: Vu / QVC: Load Direction Controling Shear Capacity: Lower Steel Pad Factored Moment (Mu): Lower Steel Pad Moment Capacity (�Mj: Mu / Wn: Load Direction Controling Flexural Capacity: Upper Steel Pad Factored Moment (Mu): Upper Steel Pad Moment Capacity (Wn): Mu / Wn: Lower Pad Flexural Reinforcement Ratio: Upper Pad Flexural Reinforcement Ratio: Lower Pad Reinforcement Spacing: Upper Pad Reinforcement Spacing: Factored Punching Shear (Vu): Nominal Punching Shear Capacity *Vn): Vu / QVC: Factored Moment in Pier (Mu): Pier Moment Capacity (Wn): Mu / Wn: Factored Shear in Pier (Vu): Pier Shear Capacity (0n): Vu / QVC: Pier Shear Reinforcement Ratio: Factored Tension in Pier (Tu): Pier Tension Capacity (�Tn): Tu / �Tn : Factored Compression in Pier (Pu): Pier Compression Capacity Wn): 213.4 k 740.0 k - AC111.3.1.1 0.29 Result: OK Parallel to Pad Edge 1309.4 k -ft 3298.4 k -ft - AC110.3 0.40 Result: OK Parallel to Pad Edge 895.6 k -ft 2621.4 k -ft 0.34 Result: OK 0.0037 OK - Minimum Reinforcement Ratio Met - AC110.5.1 0.0029 OK - Minimum Reinforcement Ratio Met - AC110.5.1 10 in - Pad Reinforcing Spacing OK - AC17.12.2.2 & 10.5.4 10 in - Pad Reinforcing Spacing OK - AC17.12.2.2 & 10.5.4 0.0 k 1704.8 k - AC111.12.2.1 0.00 Result: OK 3404.6 k -ft 9772.5 k -ft 0.35 Result: OK 42.5 k 527.8 k 0.08 Result: OK 0.0004 No Ties Necessary for Shear - AC111.5.6.1 0.0 k 3154.7 k 0.00 Result: OK 44.0 k 9694.6 k - ACI 10.3.6.2 Pu / On: 0.00 Result: OK Pier Compression Reinforcement Ratio: 0.011 OK - Reinforcement Ratio Met - AC110.9.1 & 10.8.4 MABMn + Tu/Wn: 0.35 Result: OK Nominal and Design Moment Capacity and Factored Design Loads 0 5000 10000 15000 20000 25000 _- _r _ �_ I- -I 25000 I J I I I ft aft I I I I I an I I I I I Pu&Mu -------------- 20000 ----------- ---------- out I I I II --------------r--------------T--------------,-----------4%w--I --------------- I 15000 Tu & Mu I I I � � I I I I ` I _--------r--------------T---------------------------I---- , ---------I 10000 X i i i i / i Design Envelope I I I I 0 I ---------r--------------T---------------------� ��-I---------------5000 00 • 00 _ i i i Nominal Envelope 0 :ow'sgrowls -� I I I I I I I I I --------------!--------------!--------------!---------------!---------------! -5000 Moment (k -ft) #REF! ATC STEALTH POLE / TREE -OTHER TYPE INSPECTION FORM ,ft M 11IF Ft 147 fflk PJ T+70 %W IE Ft Page 1 SECTION A - SITE INFORMATION ATC Site Number :283534 ATC Site Name : Saratoga Springs, NY Site Address : 84 Weibel Avenue Number of Compounds : 1 Cit /State : Saratoga Springs, NY 12866 Date of Inspection : 05/17/2018 Contractor Name : Tower Engineering Professionals Inspection Completed By : Jordan Shelley SECTION B - MONOPOLE INFORMATION Structure Type : Monopine Number of Sides: : Round Monopole Height : 150' Climbing/Safety Device? : No Overall Structure Height : 150' FCC/ASR Number : Not Required Number of Anchor Bolts : 16 1AM Detuning ? : No SECTION C - INDEX SECTION A - Site Information SECTION F - Safety Comments SECTION B - Monopole Information SECTION G - Grounding Comments SECTION C - Index SECTION H - AM Detuning Comments SECTION D - Summary of Deficiencies SECTION I - Stealth Canisters and Spine SECTION E - Monopole Foundation & Structure SECTION J - Compliance SECTION D- SUMMARY OF DEFICIENCIES Instructions: List Comments in Sections E through H as applicable. Section D Summary will automatically populate. 1. Leveling nuts are not flush with the tower base (Photos: 114, 118, 120 2. No safety climb system installed (Photos 083-086) 3. 4. 5. 6. 7. 8. SECTION E - MONOPOLE FOUNDATION & STRUCTURE Instructions Monopole base should be visually inspected for spalling and cracking of the concrete. The soil surrounding the Monopole base foundation should be inspected for evidence of settlement. Any such settlement or movement should be noted. Base drains or weep holes (if present) should be clear of any obstructions. Penetrate drain with object to ensure drains functioning. Corrosion - If corrosion is observed, the source should be determined and noted. Damaged or faulty members - A visual inspection must be made of the entire monopole structure to determine if any of the members have been deformed or damaged. Any bowed, bent or damaged member/bolt should be noted as to part number, size, location on monopole, nature and magnitude of deformation or damage. Canister shrouds must be removed to inspect and photograph bolts, welds, and spine. Shrouds must be properly secured after inspection. Faux barking and/or paint on shaft shall be thoroughly inspected for flaking, water intrusion, degradation, and corrosion and discrepancies shall be noted as to location on structure, nature and magnitude of deformation or damage. If structure is painted or has faux barking, tower base plate welds should be thoroughly inspected both outside perimeter and if possible internal of the pole if accessible All discrepancies must be marked with masking tape and magic marker. All discrepancies must be noted and photographed and numbered. a� a� L o o a Z U Z Do all anchor bolts have a nut and a lock -nut, or nut -locking device? X Place an x in the proper box Are all anchor bolt nuts tight? (Tighten any loose nuts and mark as corrected.) x Is the monopole foundation in good condition? (No cracking, spalling, or settling) X Is the monopole base free from standing water? X Are base drains, if present, clear and free flowing? X Is the soil around the foundation in good condition? (no settling or movement) X Is the monopole free of rust? (If "No", be specific in the comments below.) X Is the pole shaft free from damage? (Cracks, dents, etc.) X Is the base plate weld free from visible cracks? X Is the monopole finish in good condition? (No obvious signs of cracking) X Is the monopole shaft painted and/or covered in faux barking as part of stealth? X If yes to above, is paint and/or faux bark in good condition? X Is there any rust or flaking exhibited in monopole shaft due to paint/faux bark? X Has the pole been modified? X Are the components of the modification in good condition? (Dywidag bars, U -bolts, etc.) X 1Comments: 1. Leveling nuts are not flush with the tower base (Photos: 114, 118, 120 2. 3. 4. 5. 6. 7. SECTION F - SAFETY Page 2 Instructions #REF! Safety is paramount- Report anything that makes it unsafe to operate or maintain this monopole to ATC immediately. All discrepancies must be marked with masking tape and magic marker. All discrepancies must be noted and photographed before and after repair. a� a� L L o o a Z U Z Is there a safety climb system? X Place an x in the proper box Is the climbing path free from obstructions to the top and through branching? X Is the safety climb system properly installed and secure? If No, correct and note. X Is the FCC and ATC signage apparent and placed properly? X Comments: 1. No safety climb system installed (Photos 083-086) 2. SECTION G -GROUNDING Instructions Connections - The connections above grade should be visually checked for loose fittings. Ensure wires are snug in mechanical connections or well bonded with exothermic connections at the base of the monopole. Ground Wires - The ground wires at the base should be cad welded to each leg. Take a photo of the grounding at the base and at each anchor. All discrepancies must be marked with masking tape and magic marker. All discrepancies must be noted and photographed. a� a� L o o a Z U Z Is the monopole base properly grounded? X Place an x in the proper box Are ground wires and connections in satisfactory condition? X Is lightning rod or static dissipation array properly installed (if present)? X Is the lightning rod mounted in a location making it the highest point on the monopole? X Comments: 1. 2. 3. SECTION H- AM DETUNING Instructions All discrepancies must be marked with masking tape and magic marker. All discrepancies must be noted and photographed. Note: If the monopole has a base insulator (decommissioned AM hot monopole), the box next to the monopole with a single wire feed is NOT an AM detuning a� a� L o o a Z U Z Is there an AM Detuning system on the monopole? x Place x in the proper box Are the AM Detuning skirt wires securely attached to the monopole? x Are the AM Detuning wires in good condition? (Broken, sharp bends, etc) x Is the AM Detuning box securely attached to the monopole or other mounting system? x Is the AM Detuning box in good condition? (Sealed, loose or missing hardware, etc) x Is the exterior of the AM Detuning box free of rust and corrosion? x Is the AM Detuning system properly grounded? x Comments: 1. 2. SECTION I- TREE STRUCTURE/APPURTENANCES Page 3 Instructions #REF! All stealth sections are to be inspected fully as part of this inspection. All discrepancies must be marked with masking tape and magic marker. All discrepancies must be noted and photographed. as as L L o o a Z U Z Are the branch/frond appurtenances in good condition? x Place x in the proper box Are the branch/frond appurtenance bolts/connections tight, in place, and undamaged? X Is the branching base structure plumb? If no, how many degrees out per section and total? X Are the appurtenance bolt holes in good condition and not ruptured or damaged? X Are the appurtenance sleeves/flanges intact and free of rust? X Are the stealth antenna covers ("socks") in good condition? X Are the shaft flange connection bolts tight and free of rust? Take detailed photos of all bolts. X Are the appurtenance connection bolts installed properly with flat/lock washers? X Are appurtenance connection holes in good condition and not ruptured or damaged? X Are appurtenance connection points, welds in good condition and free of rust? X What percentage degradation has occurred in stealthing material? 5% Comments: 1. 2. 3. 4. 5. 6. Check welds :FLE �. Y-_ HOLES 5,/16'0 ANGLE 1 1 f 8`o SCUD BAR STOCK BRANCH MOUNT, 11 -2 �. T�M + w 4 1/4- THREAD 6� BRAN . -- T PIP 1 1 4' x -S 40 1riY SG0 (STEEL � � -174-"--_HEAVY HEX MOUNTING AUT ERSILED 1 1/8% WELDED TO MONOPOLE SHAFT w/ STANDARD 1 1/8'0 LOCKING NUT (ASrU A36) 5, 16``@ HOLE TYPrC& BRAMM RECUTACIIA b -a t'f� Ft1 S1• Y j fP 1`1 s 416 PEE S t ECEIRAC ET DET'AE. ��yy", y y (STML PIPE. F it/4~ X SCH Ao%, Typical branch/frond connection detail SECTION J - COMPLIANCE I understand that this information and form are the sole property of American Tower Corporation and may not be copied or shared without written permission from ATC. I certify this report to be accurate and complete to the best of my knowledge and belief. Name Victoria Cox Date : 05/25/2018 Company : Tower Engineering Professionals t Geotechnical Report For Weibel Avenue Cell Tower Saratoga Springs, New York File No. 2569 Prepared For: a Independent Towers Holdings, LLC Pxepared-.By: ` :gam • ' , _ - � r , ,''��,; i Di niel-GLoiAcks, P _� , The subsurface investigation for the proposed Weibel Avenue cell Tower, Saratoga Springs, New York, has been completed. one soil boring has been completed at the site by Aquifer Drilling and Testing of Waterford, New York. The log of this boring has been included in the appendix of this report. It is my understanding that the proposed construction will include a 105 foot high monopole tower located as staked in the field by the owner. The borings performed at approximately 20 feet southwest of the proposed tower location. The vertical loads will be light. overturning loads were not known at the time of this report. The settlement tolerances are normal. Settlement tolerances are considered to include up to 314 inch of total settlement and 1/2 inch differential ....settlement in the foundation. The base of the proposed tower will be placed within 2 feet of the existing ground surface at the site. I understand that the foundation of the tower will be between approximately 25 and 35 feet wide. The purpose of this report is to describe the investigation conducted and the results obtained; to analyze and interpret the data obtained; and to make recommendations for the design and construction of the feasible foundation types and earthworks for the project. Any environmental aspects of the project should be performed by qualified others. The recommendations contained in this report are based on the information that was provided up to the date the report was completed. Any changes in the design of the project should be brought to my attention to determine if there needs to be any revision of the geotechnical recommendations. FIELD INVESTIGATION PROCEDURES: The borings were extended by means of 4.25 inch ID, hollow -stem augers and by continuous sampling with a split -spoon sampler. 0 Representative samples were obtained from the boring holes by means of the split -spoon sampling procedure performed in accor- dance with ASTM D 1586. The standard penetration values obtained from this procedure have been indicated on the soil boring logs. Soil samples obtained from these procedures were examined in the field, sealed in containers, and shipped to the laboratory for further examination, classification and testing, as applicable. During the investigation, water level readings were obtained at various times where water accumulated in the boring hole. The water level readings, along with an indication of the time of the reading relative to the boring procedure, have been indicated on the soil boring logs. In addition to the field boring investigation, the soil engineer visited the site to observe the surface conditions. 4 LABORATORY I NVE S T I GAT I ON : All samples were examined in the laboratory by the soil engineer and classified according to the Unified Soil Classification System. In this system, the soils are visually classified according to texture and plasticity. The appropriate group symbol is indicated on the soil boring logs. No formal laboratory tests were performed on the soil samples. 0- UW4�6Q11 000�� At the time of my site visit, the proposed tower site was in a fenced in playground area. The ground surface at the site sloped gently down to the south and east. Geologic information for the area indicates that'the soils are typically windblown sand with deeper lacustrine sands, silt and clay. Bedrock in the area is typically limestone. 0 SUBSURFACE CONDITIONS: The specific subsurface conditions encountered at each of the boring locations are indicated on the individual soil boring logs. However, to aid in the evaluation of this data, I have prepared a generalized description of the soil conditions based on the boring data. The borings at the site show an upper layer of topsoil/fill that extends to approximately 0.8 feet. Below the topsoil/fill, are sandy soils with a trace to a trace to some silt. These sandy soils extended to approximately 48 feet below the ground surface and they are loose to medium dense. Underlying the sandy soils is a layer of silt with a trace to some fine sand. This silt layer extended to the bottom of the boring at 52.0 feet and it is loose. No Rock was encountered. GROUTNDWAT E R CONDITIONS: Based on the groundwater levels observed during the boring investigation, the moisture condition of the samples recovered from the boring holes and coloration of the soil samples, I judge that the groundwater level was located below depth of 38 feet. Perched groundwater tables may occur at higher elevations in the soil profile due to groundwater being retained by layers or lenses of silt or clay soils. Some fluctuation in hydrostatic ........groundwater....... levels ........and...... Perched. .....water ... ..... c..on.d.i.t.ion.s.........sho.u.ld ...... be....... ......... ...... anticipated with variations in the seasonal rainfall and surface runoff. It should be noted that the groundwater levels were obtained during the drilling procedure. Actual water levels may vary at the time of construction. Some groundwater could be encountered I n soil layers labeled moist to wet on the boring logs. ANALYSIS AND RE CONNENDAT I ON S : 9 Si to Work: The proposed construction areas should be cleared and grubbed and all organic topsoil and vegetation along with any uncon- trolled fill and debris should be stripped from the site. The subgrade should then be tamped with a small vibratory plate tamper making a minimum of 4 passes. I recommend that the subgrade be observed and probed by the soil engineer. Any soft spots should be excavated and backfilled with controlled fill material. A way to stabilize a spongy, but suitable, virgin, subgrade would be to spread a reinforcement or separation type of geo- textile on the subgrade and follow with a lift of clean, granu- lar fill or stone. The thickness of the controlled fill can range from 1.0 to 2.5 feet, as necessary, to achieve a working mat upon which to construct the remainder of the controlled fill or to place footings. If open graded stone is used as controlled fill a layer of geotextile should be placed between the stone and any sand/gravel controlled fill or virgin soil. Controlled .Fill: Controlled fill should be used to backfill the proposed footing foundation. Controlled, relatively clean, granular fill can be spread in lifts not exceeding 12 inches in loose thickness. These materials should be compacted to a minimum of 90 percent of the maximum ASTM Specification D 1557-91 density, modified proctor. If crushed stone is used as controlled fill it should have a layer of geotextile with a minimum tensile strength of 200 lbs placed between the stone and existing soils. The stone should be placed in lifts not exceeding 12 inches in thickness and should be compacted with a minimum of 5 passes of a vibratory roller rated at 5 tons or larger. ......... ..... ....... ...... . ......... .......... ...... ...... ...... ........ Free Draining Controlled Fill Material: Naturally or artificially graded mixture of sand, natural or crushed stone or gravel conforming to NYS-DOT Item 304-2.03, Type 4 or 2 as follows: U. S. Sieve N o. 2 inch 1/4 inch No. 40 No. 200 Percent Passing by weight 100 30-60 5-40 0-10 NYS DoT Table 703-4, Size 2 crushed stone, clean, durable, angular, and of uniform quality throughout: U.S. Sieve No. Percent Passing by weight 1 l� inch 100 1 inch 90-100 1/4 inch 0-15 All controlled fill should be free of organic and/or frozen material. I Tower Support & Building Foundations: I recommend that the proposed structures be supported by a spread footing/mat foundation resting on virgin, inorganic, soils or on controlled fill which, in turn, rests on these virgin materials. Footings can be designed for a maximum, net, allowable soil bearing pressure of 3000 psf. The soil engineer should observe the footing subgrade at the beginning of the project or if soil conditions change to verify the allowable bearing pressure of the soil encountered. Exterior footings or footings in unheated areas should have a minimum of 4.0 feet of embedment for protection from frost action. Load bearing strip footings should have a minimum width of 1.5 feet. Isolated footings should have a minimum width of 2.0 feet. To resist sliding a static lateral passive pressure of 250 psf per foot of embedment can be used, provided foundations are backfilled with controlled fill. This static, passive pressure resistance value has been reduced from the calculated full passive pressure because of stress/strain characteristics of the soil. To develop the full, calculated resistance a certain amount of movement or deflection in the structure is required. The amount of movement required to generate this resistance generally greater then is acceptable for structures. I therefore recommend that the full passive pressure not be used. A coefficient of base sliding of 0.4 can also be used. The passive resistance of the upper two feet of soil should be ignored due to surface effects of frost and moisture. A moist unit weight of soil of 110 pcf can be assumed if on site soils are used as controlled fill over the tower foundation location. .Building Slabs: m Concrete floor slabs can be designed to rest on controlled fills resting on virgin materials. A 6 -inch layer of well -graded, free -draining, granular material should be placed beneath the floor slab to provide drainage, act as a capillary break, and to provide better and more uniform support. If vehicle loadings are to be applied to the floor slab, the proposed slab and supporting soils should be analyzed as a pavement structure. I recommend that a minimum of 12 inches of free draining controlled granular fill be placed below any concrete pavements. A modulus of subgrade reaction of 150 psi per inch can be used to design concrete slabs resting on a minimum of 6 inches of free draining controlled fill that in turn rests on virg=in soils. Concrete floor slabs may experience some frost heave movements during the winter and spring if the building is not properly heated. If these movements are not acceptable then a minimum of 4.0 feet of approveda subbase material and properly designed drains would be required below the concrete slab. The use of properly designed footing drains would also be required to reduce possible frost heave movements. Seismic Conditions : The potential seismic conditions at the proposed site have been investigated using the information provided in ASCE 7--98 Section .9.,. The . NYS . BuiIding.... Code ...Section ....... 16.13 -and -18 .... and the..... boring..... information obtained during my investigation. Based on the soil boring information it is my opinion that the Site Classification (Table 1615.1.1) could be assumed to be D. Using figures 1515 (1 and 2 ) , and the data from the USGS Hazards Mapping and the USGS 2009 NEHRP Seismic Design Provisions, I estimate that the MCE spectral acceleration (SMs) at short periods is 33.8 and the MCE spectral acceleration (SMZ) at 1 s period is 18.4. The probabilistic ground motion values are expressed in og for rock site class B. Peak ground accelerations in the upper soil profile may vary. If specific peak ground accelerations or shear wave velocities are required for the upper soil profile additional testing would be required. If it is determined by the structural engineer that the Seismic Design category is D. E or F additional geotechnical recommendations can be provided. The soil borings and my analysis do not indicate any significant potential seismic hazards such as liquefaction, sensitive clays, weakly cemented soil or surface rupture. All excavations of more than a few feet should be sheeted and braced or laid back to prevent sloughing in of the sides. 4 Subgrades should be kept from freezing during construction. Water, snow, and ice should not be allowed to collect and stand in excavations or low areas of the subgrade. Excavations should not extend below adjacent footings or structures unless properly designed sheeting and bracing or underpinning is installed. Footing/mat, foundations and floor slabs for the building subgrades should be tamped to compact any soil disturbed during the excavation process. A flat plate Should be placed on the end of the excavator or backhoe bucket to reduce disturbance of the footing subgrade. A layer of geotextile (min. tensile strength of 200 lbs and min. burst strength of 300 psi) and 4 to 8 inches of crushed stone ......may be .........required. ...in. ...... excavat..i ns...... t.o.... prevent.... ........ ........ ...... disturbance of the virgin subgrade during wet weather. The stone and fabric should be placed as described in the Controlled Fi l l section of this report. Design and construction procedures should include measures to limit the potential for slab curl and vapor transmission. The shrinkage properties of the concrete should be controlled and the curing of the concrete controlled. Differential shrinkage between the top and bottom of the slabs could otherwise result in curling of the slabs. The control of vapor transmission through the slab should also be addressed. These phenomena may be only indirectly related to soil conditions. The architect/ structural engineer should address this aspect of the design. Current American Concrete Institute recommendations for the design and construction of floor slabs and the control of shrinkage, slab curl and vapor transmission can be referred to. a GENERAL NOTES RILLING &SAMPLING SYMB SS Split -Spoon 1114 " I.D., 3" O.D., except where noted S Shelby Tube 2" O.D., except where noted PA Power Auger Sample DB Diamond Bit NX: BX,,, AX: CB ; Carboloy Bit NX: BX: AX: OS Osterberg Sampler 3" Shelby Tube HS Housel Sampler SITS wash Sample FT : Fish Tail RB Rock Bit wo : Wash out Standard "N" Penetration: Blows per foot of a 140 pound hammer falling 30 inches on a 2 inch OD split spoon, except where noted WATER LEVEL MEASUREMENT SYMB oL5 WL : Water Level WCI : Wet Cave In DCI : Dry Cave In VS while Sampling WD : while Drilling BCR : Before Casing Removal ACR : After Casing Removal AB : After Boring Water levels indicated on the boring logs are the levels measured in the boring at the times indicated. In pervious soils, the indicated elevations are considered reliable ground water levels. In impervious soils the accurate determination of ground water elevations is not possible in even several day's observation, and additional evidence on ground water elevations must be sought. CLASSIFICATION COHESIONLESS SOILS "Trace" 1% to 10% "'Dace to some" 10% to 20% "Some" 20% to 354 "And" 35°I to 50% Loose 0 to 9 Blows Medium Dense : 10 to 39 Blows Dense or ; 30 to 59 Blows . equivalent Very Dense X60 Blows COHESIVE SOILS If clay content is sufficient so that clay dominates soil properties, then clay becomes the principle noun with the other major soil constituent as m' odifers: i.e., silty clay. other minor soil constituents'may be added according to classif cation breakdown for cohesionless soils; i.e., silty clay, trace to some sand, trace gravel. Soft 0.00 0.59 tons/ft' Medium' 0.00 --- 0.99 tonslft' Stiff 1;00 1.99 tons/ftz Very Stiff 2.00 3.99 tons/W Hard : � 4.00* tonslft2 BORING LOG BORING NO: I SHEET 1 oft PROJECT NAME: Weibel Ave. Cell Tower FILE NUMBER: 2569 LOCATION: Saratoga Springs, NY OFFSET: 20 Feet Southwest of Center DATE STARTED/COMPLETED: March 2013 a SURFACE ELEV.: NIA ENGINEER/ARCHITECT: DRILL CONTRACTOR: Aquifer Drilling & Testing DRILLING METHOD: Hollow Stem Auger Daniel G Loucks PE DRILL RIG TYPE: Truck Mount PO Box 153 HAMMER WEIGHT: 140 Lbs Ballston Spa, New York 12420 DROP: 30 Inches Phone: 518-371-7622 Fax: 518-333--2959 CASING DIAMETER. DD/ID-. 4.25 inch ID WATER LEVEL DEPTH: 38 ft TIME: WS DEPTH Sample Sample BLOW COUNTS per "N" Value Recovery DESCRIPTION Number Type 6 inches Dark Fine e to Coarse Sand some Gravel, trace to some Silt, t 1 SS 1w2-3-4 5 's Loose SM To soiI1FIL L Brown MDi t a } � } p 2 S -SP Brown, Moist Loose M Fine to Medium Sand trace Silt ro 3 2 SS 5-3-3-2 5 ......:..............:.........::..:..........:..:....... . ...........:.................. 5 3 SS 2w2-3-3 5 . .................. 6 Fine Sand, trace Silt, Dark Brown, Moist, Loose (SM --SP) 7 4 SS 3-3-3-3 0 ' e Sand trace Silt Brown Moist, Loose SWM -SP Fin 8 9 5 SS 2-2-2-2 222 4 :Rawl 10— 1 1 6 S5 2-2-2-3 223 4 12 13 PA 14- 15 10 7 SS 1-1-1-1 2 17- 18- - PA 19- 20— .. 21 8 SS 25 4 3 --- 9 22- 23- - PA Fine Sand, trace Silt, Light Brown, Loose to Medium Dense (SM - 24 SP) 25 269 SS 2-3-3-4 334 0 27 1 BORING LOG BORING NO: ; SHEET 2 of 2 PROJECT NAME: Weibel Ave. Cell Tower FILE NUMBER: 2559 LOCATION: Saratoga Springs, NY OFFSET: 20 Feet Southwest of Center DATE STARTED/COMPLETED: March 2013 SURFACE ELEV.: NIA ENGINEER/ARCHITECT: DRILL CONTRACTOR: Aquifer Drilling & Testing DRILLING METHOD: Hollow Stem Auger Daniel G Loucks PE DRILL RIG TYPE: Truck Mount PO Box 163 HAMMER WEIGHT: 140 Lbs Ballston Spa, New York 12026 DROP: 30 Inches Phone: 518-371-7622 Fax: 518-383-2069 CASING DIAMETER: OD/ID: 4.25 inch 1D WATER LEVEL DEPTH: 38 ft TIME: WS Sample Sample BLOW "N" DEPTH Number Type COUNTS per Value Recovery DESCRIPTION 6 inches a Fine Sand, trace Silt, Light Brown, Loose to Medium Dense (SM - 28 SP) PA 29 30 >' 31 10 SS 3-55-6 10 233PA32- 33- PA 34 Fine Sand, trace Silt, Brown, Moist to Wet, Medium Dense (SM - 35 SP) 36 11 SS 4-5-5-5 10 37 38 PA Fine Sand, trace Silt, Brown, Wet, Loose (SM -SP) 39- 40- ... 4 12 SS 1-2-3-6 5 42 43 PA Fine Sand, trace to some Silt, Brown, Wet, Loose (SM -SP) 44- 45 46 13 SS 1-3-5-10 8 47 48 - PA Silt, trace to some Fine Sand, Brown, Wet, Loose (ML) 49- 50 ; 51 14 SS 3-4-5-6 9 End of Boring at 52.0 Feet 53- 54 0 A/93/13 Design Maps Summary Report Design Maps Summary User-Specified Input ReportTitle Weibel Ave Cell Tower I -Lae April 23, 2013 12:43:01 UTC Building fern m nt 2009 I EHRP Recommended Seismic Provisions (which friakes use of 2008 U G S h a/-ar(I data) Site Coordinates 43.1100400, 73.6976711w Site ii Classification Site Class ❑ "'Stiff oil" Risk CategoryJ�� € � ` �•:�='tip �� x. x. ! �s �• ec ( jy 1•, �. ......... .. . .. . .. . ........ ............... . .......... . . ........... . . . . • � C r.i. lite st-a'Jes r ��• y s . 6. 3 u:4 M r j ■ �j f w r 9u w+ USGS—Provided Output 0.21. g SMS 0.338 g SDs 0.220 g 0.0778 Mie 0,�4 g DI 0,38 For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please view the detailed report. DICER Spectrum 0.2 0.24 0.12-- 0.010, .12 n,010 0.0 iii Period, T (sec) 0, 24 0.21 Im 0.15 0,12 0.09 0 i) G 0.03 Design Response Spectrum x.00 Period, T ( sec) For PGAr.11 TL, CRSI and C., values, please view the detailed report. geohazards,usgs,gouldesignmapsluslsummary.php?temp! ate= minimal &latitude=43,110035&longitude=-73.597655&siteclass= 3&riskcategory4&edition=nehrp-... 1/2 V] U w X20 '� 0 �9 oc :9 go sl0gm(s lunp ;o osn su linbw sosso oulpap og %ZI 03 % s os ISYS .?o No Y ZT uag3 WON dS`ASw'do 'AID %SUgy3nzq : sMoila3 ss pogtssela *JV slros p?.utwg asssoo (aZts OAols OOZ •ox usg3 long tug uol3avj3) sauU jo onjiloond uo 2utpuodoa OAj no airs ulwa woI; puss pupa iaAasa )o s28s)u2axad ourtulma uolluoUl3uapt plug xapun uoAts s8 suol3m1 C) .o cif ,L 00 C> n C_ t w Lo `�'� ro 0 .E U c LO cr.— .� �v C V Lyra a,. C) •D ,0 men t©� ';r m N xapuf 431dIseld )u3 SutS)l3uapr ut oAlt13 oZls utVIa *sn ' swab u� ��ty.taca ..o°°\Heb;a030D utn t�� U� P"0b�-0�;o� «+ t3 �r•I C4 b ca .04 . 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W w u ycdy •y Yeb r 'Y rD G 7i ._ ��. �}t•" G�E} d1 40.:5 N .p�0 u G4 •pip w_ d Ld] [i ❑ i73 •S 1... 4 'E _ v d �►" yam'. C b sa A G try V •� u G 'r U •y� CQ Br eti ri] p •N 'res yi E U5 E Cj ❑ G is C7 p. ❑ U 4! .-. b •q 9j J cl in y d a w < V uy U rn F cn U t0 a J 2 z V ,.>e NO E0C7 Eot1c0 a ,; � gn cl E H ,a op ¢ .E .. K � v as O .,� V Ln , c Lp •� .w 9 C GENERAL QUA➢dIFICATdON3 This report has been prepared in order to aid in the evaluation of this property and to assist the architect and/or engineer in the design of this project. The scope of the project and location described herein, and my description of the project represents my understanding of the significant aspects relevant to soil and foundation characteristics. In the event that any changes in the design or location of the proposed facilities, as outlined in this report, are planned, I should be informed so the changes can be reviewed and the conclusions of this report modified or approved in writing by myself, . It is recommended that all construction operations dealing with earthwork and foundations be inspected by an experienced soil engineer to assure that the design requirements are fulfilled in the actual construction. If you wish, I would welcome the opportunity to review the plans and specifications when they have been prepared so that I may have the opportunity of commenting on the effect of soil conditions on the design and specifications. The analysis and recommendations submitted in this report are based upon the data obtained from the soil borings and/or test pits performed at the locations indicated on the location diagram and from any other information discussed in the report. This report does not reflect any variations which may occur between these boring and/or test pits.. In the performance. of subsurface investigations, specific information is obtained at specific locations at specific times. 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