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20220210 176 West Mixed Use Structural Analysis Report
- — � AI ROSMITH ENGINEERING Structural Analysis Report November 19, 2021 Dish Wireless Site ID: ALALB00134C Airosmith ProjectlD: DISH UPNY 202101 75 West Avenue Saratoga Springs, NY 12866 Site Location Saratoga County 43.073111" NAD83 -73.801431" NAD83 Applicable Code 2020 NYS Uniform Code/2018 IBC Applicable Design Standard ANSI/TIA-222-H Structure 245-ft Guyed Tower Demarrd-Capacity Rat�o(C.SR) 6�.0% Overall Re.sult Pass PREPARED FOR: � � � � � �I������ 5701 South Santa Fe Drive Littleton, CO 80120 .��,OF NEw y ���Q,� R. J pyNso�� * O y * � _ �J'F�p os��s� ���c� '��FESSI4NP ,,,,9,zoz, APPROVED BY:Joseph R.Johnston, P.E. NY License#: 091187 318 West Avenue,Saratoga Springs, NY 12866 cerctf�ed Ce 'fied s��W�$B Main Office/Fax: 518-306-1711 ��1. WomanOwnedSmallBusiness Women's Busmess Enre�prise www.airosmithdevelopment.com AI ROSMITH ENGINEERING Table of Contents 1.0 Scope...................................................................................................................................................2 2.0 Supporting Documentation.................................................................................................................2 3.0 Analysis Code Requirements...............................................................................................................2 4.0 Existing& Reserved Loading...............................................................................................................2 5.0 To Be Removed Loading......................................................................................................................3 6.0 Proposed Loading................................................................................................................................3 7.0 Final Configuration Loading................................................................................................................4 8.0 Results and Conclusions......................................................................................................................5 9.0 Assumptions& Limitations.................................................................................................................5 1 � �� � � � AI ROSMITH ENGINEERING 1.0 Scope Airosmith Engineering has been requested to perform a structural analysis on the existing 245-ft tall guyed tower(designed by Pirod Inc.)forthe proposed Dish Network installation.The structure was analyzed using tnxTower Version 8.1.1 analysis software. Selected output from the analysis is included in this report. The proposed Dish Wireless installation consists of mounting (3) new panel antennas, (6) new radio units and (1) new surge suppressor on (3) new sector mounting frames. In addition, (1) new hybrid line will be installed to accommodate the proposed Dish Wireless equipment. 2.0 Supportin� Docurnentation Tectonic Engineering Consultants, Geologists & Land Surveyors, D.P.C, Structural Analysis Project Number: 10140.06, Project ID: 15855825 dated March 6, 2020 Airosmith Development/Airosmith Engineering, Site ID:ALALB00134C, Lease Exhibit Tower Owner: William H. Walker III dated October 1, 2021 3.0 Analysis Code Requirements Wind Speed 110 mph (3-Second Gust,Vu�T) Wind Speed with Ice 40 mph (3-Second Gust, V,cE) w/ 1.00" ice Service Wind Speed 60 mph (3-Second Gust, VsERv�cE) Design Standard ANSI/TIA-222-H Adopted IBC 2018 IBC/2020 NY State Uniform Code Risk Category II Exposure Category C Topographic Factor Procedure Category 1 Crest Height 0 ft. Spectral Response SS= 0.214 g/S1= 0.064 g Site Class D—Stiff Soil (Assumed) HSML(ft.) 311.7 ft. 4.0 Existin� �C Reserved Loadin� RAD Center Qty. Appurtenance Mount Type Lines Carrier (ft.) 6 Generic TMA units 3 AndrewTMBXX-6517-R2M (1) 14' Platform (18) 1-5/8" 245.5 T-Mobile 3 Commscope LNX-6515DS-A1M Mount (3) 1/4" 3 RFS/Celwave ATM700LD-1A20 6 Generic Nokia Radio units 3 ALU 800MHz 2x50W RRH (3) 12' Sector (1) 1-5/8" 200.5 3 ALU PCS 1900MHz 4x45W-65-MHz Frames (3) 1-1/4" Sprint 3 Commscope DT465B-2XR-V2 3 RFS APXVSPPI8-C 2 � �� � � � AI ROSMITH ENGINEERING 1 Generic 12"x8"x7" Panel Antenna 2 Ericsson RRUS 11 B5 3 Generic TMA unit 1 Andrew DBXLH-9090C-R2M (1) 5/16" 186.0 3 Commscope E15Z01P13 (3) 12' Sector �12) 1-5�g�� AT&T 2 Commscope SBJAH4-1D65C-DL Frames (3) 3/8" 2 Commscope SBNHH-1D65C (6) 3/4" 3 Ericsson RRUS 32 9 Ericsson RRUS 11 B12 3 KMW EPBQ-654L8H8-L2 1 CSS X7GFR0-860-VRO 1 CSS X7GFR0-840-VRO 1 CSS X7C-865-V 6 Commscope NHH-65C-R2B (3) 12' UPNY (6) 1-5/8" 170.0 1 Raycap RCMDC-6627-PF-48 „ VZW Sector Frames (1) 1-11/16 3 Samsung B2/B66 RRH (BR049) 3 Samsung B5/B13 RRH (BR04C) 3 Samsung CBRS RRH-RT4401-48A 3 SamsungXXDWMM-12.5-65-8T-CBRS 142.0 1 Generic 1-Bay FM Antenna -- (1) 7/8" , , „ Unknown 111.0 1 Generic 20 Dipole Antenna (1) 1 Standoff (1) 1/2 5.0 To �e Removed Loadin� RAD Center Qty. Appurtenance Mount Type Lines Carrier (ft.) No loading considered to be removed 6.0 Proposed Loading RAD Center Qty. Appurtenance Mount Type Lines Carrier (ft.) 3 JMA Wireless MXO�FR0665-20 V 160.0 3 Fujitsu TA0�025-8604 (3) Sector (1) 1-5/� Dish 3 Fujitsu TA0�025-8605 Frames Hybrid Wireless 1 Raycap RDIDC 9181-PF-48 3 � �� � � � AI ROSMITH ENGINEERING 7.0 Final Confi�uration Loading RAD Center Qty. Appurtenance Mount Type Lines Carrier (ft.) 6 Generic TMA units 3 AndrewTMBXX-6517-R2M (1) 14' Platform (18) 1-5/8" 245.5 T-Mobile 3 Commscope LNX-6515DS-A1M Mount (3) 1/4" 3 RFS/Celwave ATM700LD-1A20 6 Generic Nokia Radio units 3 ALU 800MHz 2x50W RRH (3) 12' Sector (1) 1-5/8" 200.5 3 ALU PCS 1900MHz 4x45W-65-MHz Frames (3) 1-1/4" Sprint 3 Commscope DT465B-2XR-V2 3 RFS APXVSPPI8-C 1 Generic 12"x8"x7" Panel Antenna 2 Ericsson RRUS 11B5 3 Generic TMA unit 1 Andrew DBXLH-9090C-R2M (1) 5/16" 186.0 3 Commscope E15Z01P13 (3) 12' Sector �12) 1-5�g�� AT&T 2 Commscope SBJAH4-1D65C-DL Frames (3) 3/8" 2 Commscope SBNHH-1D65C (6) 3/4" 3 Ericsson RRUS 32 9 Ericsson RRUS 11 B12 3 KMW EPBQ-654L8H8-L2 1 CSS X7GFR0-860-VRO 1 CSS X7GFR0-840-VRO 1 CSS X7C-865-V 6 Commscope NHH-65C-R2B (3) 12' UPNY (6) 1-5/8" 170.0 1 Raycap RCMDC-6627-PF-48 „ VZW Sector Frames (1) 1-11/16 3 Samsung B2/B66 RRH (BR049) 3 Samsung B5/B13 RRH (BR04C) 3 Samsung CBRS RRH-RT4401-48A 3 SamsungXXDWMM-12.5-65-8T-CBRS 3 JMA Wireless MX08FR0665-2Q V 160.0 3 Fujitsu TAQ8025-B6Q4 (3) Sector (1) 1-5/� Dish 3 Fujitsu TAQ8025-B6Q5 Frames Hybrid Wire�ess 1 Raycap RDIDC 9181-PF-48 142.0 1 Generic 1-Bay FM Antenna -- (1) 7/8" , , „ Unknown 111.0 1 Generic 20 Dipole Antenna (1) 1 Standoff (1) 1/2 4 � �� � � � AI ROSMITH ENGINEERING 8.0 Results and Conclusions Upon reviewing the results of this analysis, it is our opinion that the existing structure meets the specified code requirements. Therefore, the existin� �uved tower is considered acceptable to support the final loadin� eonfi�uration as listed within in this report. The controlling structure and foundation usages are displayed in the tables below: Structure Usa�es C'omponent Corrtrollirrg Usage* Legs 58.3% Diagonals 53.2% Horizontals 41.2% To p G i rt 47.0% Bottom Girt 41.7% G u ys 67.0% Bolts 25.6% *Listed usage is for the controlling cornponent.Refer to the appendix for detailed results on each individual member No information on the existing soil conditions were made available at the time of this analysis.As such,the existing foundations have not been evaluated in detail. Based on a comparison ofthe final design reactions with the adjusted design reactions from the referenced structural analysis report, we consider the existing guy anchor and base foundations to be sufficient to support the proposed Dish Wireless installation. We appreciate the opportunityto be ofservice on this project. Ifyou have anyquestions, require additional information, or actual conditions differ from those as detailed in this report, please contact me via the information below: en�ineerin�@airosmithdevelopment.com 9.0 Assumptions �C Limitations The following assumptions have been made for this analysis: • Structural calculations are completed assuming all information provided toAirosmith Development is accurate and applicable to this site. • The existing structures were designed, manufactured, and constructed in accordance with the applicable codes and standards in effect at that time • The existing structures have been properly maintained in accordance with industry standards. • All structural and foundation elements, unless otherwise noted, are in good condition, and are capable of supporting their original design capacity. • All existing tower geometry, foundation geometry, and existing tower loading is based on the referenced Structural Analysis Report by Tectonic Engineering dated March 6, 2020. • Calculation-specific assumptions are as noted in the attached appendix 5 � �� � � � AIROSMITH ENGINEERING APPENDIX CALCULATIONS R=160.00 ft 245.0 ft v I � I 230.0 ft I > � �� N � I l � 220.0 ft �' �i'� I � I �o � I TQ 200.Oft� - � � � � � I R=160.00 ft R=160.00 ft � � � � PLAN � � � � � � 180.0 ft DESIGNED APPURTENANCE LOADING � - � TYPE ELEVATION TYPE ELEVATION LNX-6515DS-A1M 245.5 RRUS-11 BS 186 LNX-6515DS-A1M 245.5 TMA 186 160.Oft LNX-6515DS-A1M 245.5 TMA 186 TMBXX-6517-R2M 245.5 TMA 186 II TMBXX-6517-R2M 245.5 E15Z01P13 186 i50.Oft I TMBXX-6517-R2M 245.5 E15Z01P13 186 I �� (2)TMA 245.5 E15Z01P13 186 6e (2)TMA 245.5 (3)12'Sector Frames 186 140.0 ft S�C�` (2)TMA 245.5 RFV01 U-D1A 170 2�j ATM700LD-1A20 245.5 RFV01U-D2A 170 �I �svf�, ATM700LD-1A20 245.5 RFV01U-D2A 170 �T ATM700LD-1A20 245.5 RVZDC-6627-PF-48 170 II �O� 2.0 STD Pipe x 8' 2455 (2)NHH-65C-R2B 170 2.0 STD Pipe x 8' 245.5 (2)NHH-65C-R2B 170 � � �' 2.0 STD Pipe x 8' 245.5 (2)NHH-65C-R2B 170 � N ¢ N 120.0 ft � (1)14'Platform Mount 245.5 Samsung 170 ¢ XXDW M M-12.5-65-8T-CBRS Ud I Flash Beacon Lighting 245 APXVSPPIB-C 200.5 Samsung 170 II III p XXDWMM-12.5-65-8T-CBRS APXVSPPIB-C 200.5 I I p Samsung 170 APXVSPPIB-C 200.5 XXDWMM-12.5-65-8T-CBRS I DT465B-2XR-V2 200.5 Samsung CBRS RRH-RT4401-48A 170 100.Oft DT465B-2XR-V2 200.5 Samsung CBRS RRH-RT4401-48A 170 DT465B-2XR-V2 200.5 Samsung CBRS RRH-RT4401-48A 170 I RRH4x45-1900 200.5 X7GFR0-840-V 170 II RRH4x45-1900 200.5 X7GFR0-860-VRO 170 I RRH4x45-1900 200.5 X7C-865-V 170 I RRH2x50-800 200.5 RRH2x50-800 200.5 (3)12'UPNY Mounts 170 80.0 ft RFV01 U-D1A 170 9���, RRH2x50-800 200.5 RFV01U-D1A 170 FNS (2)RRH(15"x12"x4") 200.5 M � �C`7] (2)RRH(15"x12"x4") 200.5 MX08FR0665-20_V 160 v v v I 6g MX08FR0665-20 V 160 m � m �t� (2)RRH(15"x12"x4") 200.5 - /T� MX08FR0665-20 V 160 � � � II 10 Q (3)12'Sector Frames 200.5 TA08025-B604 160 SBNHH-1D65C 186 TA08025-B604 160 60.Oft SBNHH-1D65C 186 TA08025-B604 160 I SBJAH4-1D65C-DL �86 TA08025-B605 160 II SBJAH4-1D65C-DL �86 TA08025-B605 160 I EPBQ-654L8H8-L2 �86 TA08025-B605 160 I EPBQ-654L8H8-L2 186 I EPBQ-654L8H8-L2 186 RDIDC-9181-PF-48 160 DBXLH-9090C-VTM 186 (3)Sector Frames 160 40.0 ft 1-Bay FM 142 8'Panel 186 Side Lighting 120 I (3)RRUS32 186 Side Lighting 120 I (3)RRUS32 186 Side Lighting 120 II (3)RRUS32 �86 20'Dipole 111 I RRUS 11 B12 �86 1'Standoff 101 RRUS 11 B12 �86 DB224-E 101 20.0 ft RRUS 11 B12 186 � I RRUS-11 BS 186 � ° I� SYMBOL LIST s.o n MARK SIZE MARK SIZE Q A 2 @ 2.33333 z ¢ 0.0 ft �/ � 3119 Ib� a x � 138811 Ib(Axial) _ � � - � a 41301b-ft(Torque) a � E � � cj o o Q N c � " � � � � a ALL REACTIONS ARE FACTORED in o o � m = rx � Airosmith Engineering oe�ALALB00134C 318 West Avenue Project:DISH UPNY202101 Saratoga Springs, NY 12866 ci�e"t. Dish Wireless orawr,by:Peter Roma App'd: Phone:(518)306-1711 code: TIA-222-H oate:����9�2� sca�e: NTS FAX: Path: Dwg No.E_.� R=160.00 ft 245.0 ft v I � I 230.0 ft I > � �� N � I l � 220.0 ft �' �i'� I � I �o � I TQ 200.Oft� — � � � � � I R=160.00 ft R=160.00 ft � � � � PLAN � � � � � � 180.0 ft � _ � SYMBOL LIST MARK SIZE MARK SIZE A 2 @ 2.33333 160.0 ft � MATERIAL STRENGTH II GRADE Fy Fu GRADE Fy Fu 150.0 ft I A572-50 50 ksi 65 ksi A36 36 ksi 58 ksi I �3� iao.on ses�o, \ TOWER DESIGN NOTES 2� 1. Tower is located in Sarato a Count ,New York. � 9 Y I �'4,� 2. Tower designed for Exposure C to the TIA-222-H Standard. `�T 3. Tower designed for a 110 mph basic wind in accordance with the TIA-222-H Standard. I� 'o% 4. Tower is also designed for a 40 mph basic wind with 1.00 in ice.Ice is considered to increase �, in thickness with height. � � 5. Deflections are based upon a 60 mph wind. � o a N ' izo.o a 0 6. Tower Risk Category II. a @J 7. Topographic Category 1 with Crest Height of 0.00 ft I 8. TOWER RATING:67% II IIIo I ° ioo.o a 80.0 ft II 9 ��6 � II FyS�C. M M � M I ��690 `� � /To � � � I � � � I '0% 60.0 ft 40.0 ft II 20.0 ft II v I v N ` I 8 � m I 5.0 ft 49545 Ib Q V ��� z ¢ 0.0 ft 02 � 31191b� 508861b 2�6 � � � R=160.00 ft�I 138811 Ib(Axial) _ � � — � a 41301b-ft(Torque) a � E � � cj o o Q N c � " � � � � a ALL REACTIONS ARE FACTORED in o o � m = rx � Airosmith Engineering oe�ALALB00134C 318 West Avenue Project:DISH UPNY202101 Saratoga Springs, NY 12866 ci�e"t. Dish Wireless orawr,by:Peter Roma App'd: Phone:(518)306-1711 code: TIA-222-H oate:����9�2� sca�e: NTS FAX: Path: Dwg No.E_.� Feed Line Plan 20' Round Flat App In Face App Out Face Section @ 20' LDF2-50(3/8 FOAM • LDF7-50A(1-5/8 FOAM) (3)LDF1-50A(1/4 FOAM • �2�L 50A(1/4 FOAM) �d���q�� . (6)LDF7-50A(1-5/8 FO : ;D (3/8 FOAM) • • (6)LDF7-50A(1-5/ FOA� Safety Line 3/8 • • �1 • OP F ��t��'� �)LDF7-50A(1-5/8 FOAM) �� • F �J �, • ��� ��^ (3)LDF6-50A(1-1/4 FOA �,��o� �o^Oo,o • � ,`G0 LDF7-50A(1-5/8 FOA Q. (3)LDF1-50A(1/4 FOAM) a°� �� • ��P G°c L �, w ,a �a �^^\ `� �,� ��� o� r �`��ca F��oP ^^\ O\y O � � ^�}`�' `ca1 Airosmith Engineering oe�ALALB00134C 318 West Avenue Project:DISH UPNY202101 Saratoga Springs, NY 12866 ci�e"t. Dish Wireless orawr,by:Peter Roma App'd: Phone:(518)306-1711 code: TIA-222-H oate:����9�2� sca�e: NTS FAX: Path: Dwg No.E_� Job Page r i �;'�M���„� ALALB00134C 1 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Tower In ut Data The main tower is a 3x guyed tower with an overall height of 245.00 ft above the ground line. The base of the tower is set at an elevation of 0.00 ft above the ground line. The face width of the tower is 4.00 ft at the top and tapered at the base. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower is located in Saratoga County,New York. Tower base elevation above sea level: 311.70 ft. Basic wind speed of 110 mph. Risk Category II. Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height 0.00 ft. Nominal ice thickness of 1.0000 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 40 mph is used in combination with ice. Temperature drop of 50 °F. Deflections calculated using a wind speed of 60 mph. Pressures are calculated at each section. Stress ratio used in tower member design is 1. Safety factor used in guy design is 1. Tower analysis based on target reliabilities in accordance with Annex S. Load Modification Factors used: Keg(FW)=0.95,Keg(t,)=0.85. Maximum demand-capacity ratio is: 1. Local bending stresses due to climbing loads,feed line supports, and appurtenance mounts are not considered. O tIOf1S Consider Moments-Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments-Horizontals Assume Legs Pinned � Calculate Redundant Bracing Forces Consider Moments-Diagonals � Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification � Use Clear Spans For Wind Area SR Leg Bolts Resist Compression � Use Code Stress Ratios � Use Clear Spans For KLJr All Leg Panels Have Same Allowable � Use Code Safety Factors-Guys � Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice � Bypass Mast Stability Checks � Consider Feed Line Torque Always Use Max Kz Use Azimuth Dish Coefficients � Include Angle Block Shear Check Use Special Wind Profile � Project Wind Area of Appurt. Use TIA-222-H Bracing Resist.Exemption � Include Bolts In Member Capacity � Autocalc Torque Arm Areas Use TIA-222-H Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC.6D+W Combination Poles Secondary Horizontal Braces Leg � Sort Capacity Reports By Component Include Shear-Torsion Interaction Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow � SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KLJry For 60 Deg.Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known Job Page r i �;'�M���„� ALALB00134C 2 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Wnd 180 Q � � c9 �g A Wind 90 � � 0 �m� �6� Leg C Z Leg B G�.��' Face C GUye Wnd 0 Corner&Starmount Guved Tower Tower Section Geomet Tower Tower Assembly Description Section Number Section Secrion Elevarion Database Width of Length Sections �t ft ft T 1 245.00-230.00 4.00 1 15.00 T2 230.00-220.00 4.00 1 10.00 T3 220.00-200.00 4.00 1 20.00 T4 200.00-180.00 4.00 1 20.00 T5 180.00-160.00 4.00 1 20.00 T6 160.00-140.00 4.00 1 20.00 T7 140.00-120.00 4.00 1 20.00 T8 120.00-100.00 4.00 1 20.00 T9 100.00-80.00 4.00 1 20.00 T10 80.00-60.00 4.00 1 20.00 Tl l 60.00-40.00 4.00 1 20.00 T12 40.00-20.00 4.00 1 20.00 T13 20.00-5.00 4.00 1 15.00 T14 5.00-0.00 4.00 1 5.00 Tower Section Geomet (cont'd) Job Page r i �;'�M���„� ALALB00134C 3 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt Secrion Elevarion Spacing Type KBrace Horizontals Offset Offset End ft _� Panels in in Tl 245.00-230.00 2.10 X Brace No Yes 2.0000 2.0000 T2 230.00-220.00 2.42 X Brace No Yes 2.0000 2.0000 T3 220.00-200.00 2.46 X Brace No Yes 2.0000 2.0000 T4 200.00-180.00 2.46 X Brace No Yes 2.0000 2.0000 T5 180.00-160.00 2.46 X Brace No Yes 2.0000 2.0000 T6 160.00-140.00 2.46 X Brace No Yes 2.0000 2.0000 T7 140.00-120.00 2.46 X Brace No Yes 2.0000 2.0000 T8 120.00-100.00 2.46 X Brace No Yes 2.0000 2.0000 T9 100.00-80.00 2.46 X Brace No Yes 2.0000 2.0000 T10 80.00-60.00 2.46 X Brace No Yes 2.0000 2.0000 Tl l 60.00-40.00 2.46 X Brace No Yes 2.0000 2.0000 T12 40.00-20.00 2.46 X Brace No Yes 2.0000 2.0000 T13 20.00-5.00 2.44 X Brace No Yes 2.0000 2.0000 T14 5.00-0.00 2.33 X Brace No Yes 2.0000 2.0000 Tower Section Geomet (cont'd) Tower Leg Leg Leg Diagonal Diagonal Diagonal Elevarion Type Size Grade Type Size Grade �ft Tl 245.00-230.00 Solid Round 2 A572-50 Solid Round 7/8 A36 (50 ksi) (36 ksi) T2 230.00-220.00 Solid Round 2 A572-50 Solid Round 7/8 A36 (50 ksi) (36 ksi) T3 220.00-200.00 Solid Round 2 A572-50 Solid Round 7/8 A36 (50 ksi) (36 ksi) T4 200.00-180.00 Solid Round 2 A572-50 Solid Round 7/8 A36 (50 ksi) (36 ksi) T5 180.00-160.00 Solid Round 2 A572-50 Solid Round 7/8 A36 (50 ksi) (36 ksi) T6 160.00-140.00 Solid Round 2 A572-50 Solid Round 7/8 A36 (50 ksi) (36 ksi) T7 140.00-120.00 Solid Round 2 A572-50 Solid Round 3/4 A36 (50 ksi) (36 ksi) T8 120.00-100.00 Solid Round 2 A572-50 Solid Round 3/4 A36 (50 ksi) (36 ksi) T9 100.00-80.00 Solid Round 2 A572-50 Solid Round 3/4 A36 (50 ksi) (36 ksi) T10 80.00-60.00 Solid Round 2 A572-50 Solid Round 3/4 A36 (50 ksi) (36 ksi) T11 60.00-40.00 Solid Round 2 A572-50 Solid Round 3/4 A36 (50 ksi) (36 ksi) T12 40.00-20.00 Solid Round 2 A572-50 Solid Round 3/4 A36 (50 ksi) (36 ksi) T13 20.00-5.00 Solid Round 2 A572-50 Solid Round 3/4 A36 (50 ksi) (36 ksi) T14 5.00-0.00 Solid Round 2 A572-50 Solid Round 3/4 A36 (50 ksi) (36 ksi) Tower Section Geomet (cont'd) Job Page r i �;'�M���„� ALALB00134C 4 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma � Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Girt Bottom Girt Elevarion Type Size Grade Type Size Grade ft Tl 245.00-230.00 Solid Round 7/8 A36 Solid Round 7/8 A36 (36 ksi) (36 ksi) T2 230.00-220.00 Solid Round 7/8 A36 Solid Round 7/8 A36 (36 ksi) (36 ksi) T3 220.00-200.00 Solid Round 7/8 A36 Solid Round 7/8 A36 (36 ksi) (36 ksi) T4 200.00-180.00 Solid Round 7/8 A36 Solid Round 7/8 A36 (36 ksi) (36 ksi) T5 180.00-160.00 Solid Round 7/8 A36 Solid Round 7/8 A36 (36 ksi) (36 ksi) T6 160.00-140.00 Solid Round 7/8 A36 Solid Round 7/8 A36 (36 ksi) (36 ksi) T7 140.00-120.00 Solid Round 3/4 A36 Solid Round 3/4 A36 (36 ksi) (36 ksi) T8 120.00-100.00 Solid Round 3/4 A36 Solid Round 3/4 A36 (36 ksi) (36 ksi) T9 100.00-80.00 Solid Round 3/4 A36 Solid Round 3/4 A36 (36 ksi) (36 ksi) T10 80.00-60.00 Solid Round 3/4 A36 Solid Round 3/4 A36 (36 ksi) (36 ksi) T11 60.00-40.00 Solid Round 3/4 A36 Solid Round 3/4 A36 (36 ksi) (36 ksi) T12 40.00-20.00 Solid Round 3/4 A36 Solid Round 3/4 A36 (36 ksi) (36 ksi) T13 20.00-5.00 Solid Round 3/4 A36 Solid Round 3/4 A36 (36 ksi) (36 ksi) T14 5.00-0.00 Solid Round 3/4 A36 Flat Bar 4x3/4 A36 (36 ksi� (36 ksi� Tower Section Geomet cont'd Tower No. Mid Girt Mid Girt Mid Girt Horizontal Horizontal Horizontal � Elevarion of Type Size Grade Type Size Grade Mid ft Girts Tl 245.00-230.00 None Flat Bar A36 Solid Round 7/8 A36 (36 ksi) (36 ksi) T2 230.00-220.00 None Flat Bar A36 Solid Round 7/8 A36 (36 ksi) (36 ksi) T3 220.00-200.00 None Flat Bar A36 Solid Round 7/8 A36 (36 ksi) (36 ksi) T4 200.00-180.00 None Flat Bar A36 Solid Round 7/8 A36 (36 ksi) (36 ksi) T5 180.00-160.00 None Flat Bar A36 Solid Round 7/8 A36 (36 ksi) (36 ksi) T6 160.00-140.00 None Flat Bar A36 Solid Round 7/8 A36 (36 ksi) (36 ksi) T7 140.00-120.00 None Flat Bar A36 Solid Round 3/4 A36 (36 ksi) (36 ksi) T8 120.00-100.00 None Flat Bar A36 Solid Round 3/4 A36 (36 ksi) (36 ksi) T9 100.00-80.00 None Flat Bar A572-50 Solid Round 3/4 A36 (50 ksi) (36 ksi) T10 80.00-60.00 None Flat Bar A572-50 Solid Round 3/4 A36 (50 ksi) (36 ksi) T11 60.00-40.00 None Flat Bar A572-50 Solid Round 3/4 A36 Job Page r i �;'�M���„� ALALB00134C 5 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma � Tower No. Mid Girt Mid Girt Mid Girt Horizontal Horizontal Horizontal Elevarion of Type Size Grade Type Size Grade Mid ft Girts (50 ksi) (36 ksi) T12 40.00-20.00 None Flat Bar A572-50 Solid Round 3/4 A36 (50 ksi) (36 ksi) T13 20.00-5.00 None Flat Bar A572-50 Solid Round 3/4 A36 (50 ksi) (36 ksi) T14 5.00-0.00 None Flat Bar A36 Solid Round 3/4 A36 �36 ksi� �36 ksi� Tower Section Geomet (cont'd) Tower Gusset Gusset GussetGrade Adjust.Factor Adjust. WeightMult. DaubleAngle DaubleAngle DaubleAngle Elevarion Area Thickness Af Factor Sritch Bolt Sritch Bolt Sritch Bolt (per face) A, Spacing Spacing Spacing Diagonals Horizontals Redundants ft fft2 in _ in in in Tl 0.00 0.0000 A36 1 1 1.05 36.0000 36.0000 36.0000 245.00-230.00 (36 ksi) T2 0.00 0.0000 A36 1 1 1.05 36.0000 36.0000 36.0000 230.00-220.00 (36 ksi) T3 0.00 0.0000 A36 1 1 1.05 36.0000 36.0000 36.0000 220.00-200.00 (36 ksi) T4 0.00 0.0000 A36 1 1 1.05 36.0000 36.0000 36.0000 200.00-180.00 (36 ksi) T5 0.00 0.0000 A36 1 1 1.05 36.0000 36.0000 36.0000 180.00-160.00 (36 ksi) T6 0.00 0.0000 A36 1 1 1.05 36.0000 36.0000 36.0000 160.00-140.00 (36 ksi) T7 0.00 0.0000 A36 1 1 1.05 36.0000 36.0000 36.0000 140.00-120.00 (36 ksi) T8 0.00 0.0000 A36 1 1 1.05 36.0000 36.0000 36.0000 120.00-100.00 (36 ksi) T9 0.00 0.0000 A36 1 1 1.05 36.0000 36.0000 36.0000 100.00-80.00 (36 ksi) T10 0.00 0.0000 A36 1 1 1.05 36.0000 36.0000 36.0000 80.00-60.00 (36 ksi) Tll 0.00 0.0000 A36 1 1 1.05 36.0000 36.0000 36.0000 60.00-40.00 (36 ksi) T12 0.00 0.0000 A36 1 1 1.05 36.0000 36.0000 36.0000 40.00-20.00 (36 ksi) T13 20.00-5.00 0.00 0.0000 A36 1 1 1.05 36.0000 36.0000 36.0000 (36 ksi) T14 5.00-0.00 0.00 0.0000 A36 1 1 1.05 36.0000 36.0000 36.0000 (36 ksi) Tower Section Geomet (cont'd) K Factors� Job Page r i �;'�M���„� ALALB00134C 6 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Tower Calc Calc Legs X K Single Girts Horiz. Sea Inner Elevation K K Brace Brace Diags Horiz. Brace Single Solid Diags Diags Angles Rounds X X X X X X X ft Y Y Y Y Y Y Y T1 Yes Yes 1 1 1 1 1 1 1 1 245.00-230.00 1 1 1 1 1 1 1 T2 Yes Yes 1 1 1 1 1 1 1 1 230.00-220.00 1 1 1 1 1 1 1 T3 Yes Yes 1 1 1 1 1 1 1 1 220.00-200.00 1 1 1 1 1 1 1 T4 Yes Yes 1 1 1 1 1 1 1 1 200.00-180.00 1 1 1 1 1 1 1 T5 Yes Yes 1 1 1 1 1 1 1 1 180.00-160.00 1 1 1 1 1 1 1 T6 Yes Yes 1 1 1 1 1 1 1 1 160.00-140.00 1 1 1 1 1 1 1 T7 Yes Yes 1 1 1 1 1 1 1 1 140.00-120.00 1 1 1 1 1 1 1 T8 Yes Yes 1 1 1 1 1 1 1 1 120.00-100.00 1 1 1 1 1 1 1 T9 Yes Yes 1 1 1 1 1 1 1 1 100.00-80.00 1 1 1 1 1 1 1 T10 Yes Yes 1 1 1 1 1 1 1 1 80.00-60.00 1 1 1 1 1 1 1 Tll Yes Yes 1 1 1 1 1 1 1 1 60.00-40.00 1 1 1 1 1 1 1 T12 Yes Yes 1 1 1 1 1 1 1 1 40.00-20.00 1 1 1 1 1 1 1 T13 Yes Yes 1 1 1 1 1 1 1 1 20.00-5.00 1 1 1 1 1 1 1 T14 5.00-0.00 Yes Yes 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 INote:K factors are applied to member segment lengths.K-braces withaut inner supporring members will have the K factor in the aut-of-plane direcrion applied to the overall length. Tower Section Geomet cont'd Tower Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Elevarion ft �Net Width U Net Width U Net Width U Net U Net U Net U Net U Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct in in in in T1 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 245.00-230.00 � T2 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 230.00-220.00 T3 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 220.00-200.00 T4 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 200.00-180.00 T5 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 180.00-160.00 T6 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 160.00-140.00 T7 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 140.00-120.00 Job Page r i �;'�M���„� ALALB00134C 7 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma , _, , Tower Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Elevarion ft � Net Width U Net Width U �Net Width U Net U Net U Net U Net U Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct in in in in T8 0.0000 1 0.0000 0.75 0.0000 0.75 � 0.0000 0.75 0.0000 0.75 0.0000 0.75 � 0.0000 0.75 120.00-100.00 � T9 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 100.00-80.00 T10 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 � 0.0000 0.75 80.00-60.00 Tll 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 60.00-40.00 T12 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 40.00-20.00 T13 20.00-5.00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T14 5.00-0.00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 Tower Redundant Redundant Redundant Redundant RedundantT/erticalF RedundantHip RedundantHip Elevarion Horizontal Diagonal Sub-Diagonal Sub-Horizontal Diagonal ft Net Width U Net Width U Net Width U Net U Net U � Net U Net U Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct in in in in T1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 245.00-230.00 T2 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 230.00-220.00 T3 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 220.00-200.00 T4 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 200.00-180.00 T5 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 180.00-160.00 T6 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 160.00-140.00 T7 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 140.00-120.00 T8 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 120.00-100.00 T9 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 100.00-80.00 T10 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 80.00-60.00 Tll 0.0000 0.75 0.0000 0.75 0.0000 0.75 i 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 60.00-40.00 T12 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 40.00-20.00 T13 20.00-5.00 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T14 5.00-0.00 0.0000 0.75 0.0000 0.75 0.0000 0.75 I 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 Tower Section Geomet (cont'd) Job Page r i �;'�M���„� ALALB00134C 8 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Tower Leg Leg Diagonal Top Girt � Bottom Girt Mid Girt �Long Horizontal���ShortHorizontal Elevarion Connecrion ft Type Bolt Size Na �Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. in in in in in in in a.. a. - a.. a. - a. - ee Tl Sleeve DS 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 245.00-230.00 A325N A325N A325N A325N A325N A325N A325N T2 Sleeve DS 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 230.00-220.00 A325N A325N A325N A325N A325N A325N A325N T3 Sleeve DS 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 220.00-200.00 A325N A325N A325N A325N A325N A325N A325N T4 Sleeve DS 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 200.00-180.00 A325N A325N A325N A325N A325N A325N A325N T5 Sleeve DS 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 180.00-160.00 A325N A325N A325N A325N A325N A325N A325N T6 Sleeve DS 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 160.00-140.00 A325N A325N A325N A325N A325N A325N A325N T7 Sleeve DS 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 140.00-120.00 A325N A325N A325N A325N A325N A325N A325N T8 Sleeve DS 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 120.00-100.00 A325N A325N A325N A325N A325N A325N A325N T9 Sleeve DS 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 100.00-80.00 A325N A325N A325N A325N A325N A325N A325N T10 Sleeve DS 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 80.00-60.00 A325N A325N A325N A325N A325N A325N A325N Tl l Sleeve DS 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 60.00-40.00 A325N A325N A325N A325N A325N A325N A325N T12 Sleeve DS 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 40.00-20.00 A325N A325N A325N A325N A325N A325N A325N T13 20.00-5.00 Sleeve DS 0.6250 5 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T14 5.00-0.00 Sleeve DS 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 A325N A325N Y A325N I A325N A325N A325N I A325N s J.��s - Gu Data Guy Guy Guy Initial % Guy Guy L„ Anchor Anchor Anchor End Elevarion Grade Size Tension Modulus Weight Radius Azimuth Elevarion Fitting Adj. Efficiency � lb ksi 1'� �� ,� � � � 230.167 BS A 7/8 9200.00 10% 24000 1.610 278.77 160.00 0.0000 0.00 100% B 7/8 9200.00 10% 24000 1.610 278.77 160.00 0.0000 0.00 100% C 7/8 9200.00 10% 24000 1.610 278.77 160.00 0.0000 0.00 100% 150 BS A 13/16 8000.00 10% 24000 1.390 217.46 160.00 0.0000 0.00 100% B 13/16 8000.00 10% 24000 1.390 217.46 160.00 0.0000 0.00 100% C 13/16 8000.00 10% 24000 1.390 217.46 160.00 0.0000 0.00 100% 80.1667 EHS A 9/16 3500.00 10% 21000 0.671 176.75 160.00 0.0000 0.00 100% B 9/16 3500.00 10% 21000 0.671 176.75 160.00 0.0000 0.00 100% C 9/16 3500.00 10% 21000 0.671 176.75 160.00 0.0000 0.00 100% Gu Data(cont'd) Job Page r i �;'�M���„� ALALB00134C 9 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Guy Mount Torque-Arm Torque-Arm Torque-Arm Torque-Arm Torque-Arm Torque-Arm Size Elevation Type Spread LegAngle Style Grade Type ft ft � 230.167 Corner 150 Corner 80.1667 Corner Gu Data (cont'd) Guy Diagonal Diagonal UpperDiagonal LowerDiagonal Is Pull-Off Pull-OffType Pull-OffSize Elevarion Grade Type Size Size Strap. Grade ft J 230.17 A572-50 Solid Round A572-50 Solid Round (50 ksi) (50 ksi) 150.00 A572-50 Solid Round A572-50 Solid Round (50 ksi) (50 ksi) 80.17 A572-50 Solid Round A572-50 Solid Round (50 ksi) (50 ksi) Gu Data (cont'd) Guy Cable Cable Cable Cable Tower Tower Tower Tower � Elevation Weight Weight Weight Weight Intercept Intercept Intercept Intercept A B C D A B C D ��t lb lb lb lb �t _ ,�t _ ft ft 230.167 448.83 448.83 448.83 6.67 6.67 6.67 4.5 sec/pulse 4.5 sec/pulse 4.5 sec/pulse 150 302.27 302.27 302.27 4.06 4.06 4.06 3.5 sec/pulse 3.5 sec/pulse 3.5 sec/pulse 80.1667 118.60 118.60 118.60 2.97 2.97 2.97 3.0 sec/pulse 3.0 sec/pulse 3.0 sec/pulse Gu Data cont'd � TorqueArm PullOFf DiaQonal Guy Calc Calc Kz Ky Kz Ky Kz Ky Elevarion K K ft Single Solid Anples Rounds 230.167 No No 1 1 1 1 150 No No 1 1 1 1 80.1667 No No 1 1 1 1 Gu Data (cont'd) Job Page r i �;'�M���„� ALALB00134C 10 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Tor ue-Arm PullOff Dia onal Guy Bolt Size Number Net Width U Bolt Size Number Net Width U Bolt Size Number Net Width U Elevarion in Deduct in Deduct in Deduct ft in in in 230.167 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 A325N A325N A325N 150 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 A325N A325N A325N 80.1667 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 A325N � A325N A325N Gu Pressures � Guy Guy z qz qz Ice Elevarion Locarion Ice Thickness ft ft psf psf in 230.167 A 115.08 32 4 0.9631 B 115.08 32 4 0.9631 C 115.08 32 4 0.9631 150 A 75.00 29 4 0.9227 B 75.00 29 4 0.9227 C 75.00 29 4 0.9227 80.1667 A 40.08 26 3 0.8667 B 40.08 26 3 0.8667 C 40.08 26 3 0.8667 Gu -Tensionin Information TemperatureAtTime O�Tensioning � OF 20F 40F 60F 80F IOOF 120F Cruy H V Initial Intercept Initial Intercept Initial Intercept Initial Intercept Initial Intercept Initial Intercept Initial Intercept Elevation Tension Tension Tension Tension Tension Tension Tension �r „fr ,fr �b �r �b �r �b �r �b �r �b �r �b �r �b .,fr 230.167 A 157.69 230.17 10498 5.86 10062 6.11 9629 638 9200 6.67 8775 6.99 8354 734 7939 7.71 B 157.69 230.17 10498 5.86 10062 6.11 9629 638 9200 6.67 8775 6.99 8354 734 7939 7.71 C 157.69 230.17 10498 5.86 10062 6.11 9629 638 9200 6.67 8775 6.99 8354 734 7939 7.71 150 A 157.69 150.00 9851 330 9228 3.52 8610 3.77 8000 4.06 7399 438 6810 4.76 6237 5.19 B 157.69 150.00 9851 330 9228 3.52 8610 3.77 8000 4.06 7399 438 6810 4.76 6237 5.19 C 157.69 150.00 9851 330 9228 3.52 8610 3.77 8000 4.06 7399 438 6810 4.76 6237 5.19 80.1667 A 157.69 80.17 4698 222 4293 2.43 3893 2.68 3500 2.97 3118 334 2750 3.78 2404 432 B 157.69 80.17 4698 222 4293 2.43 3893 2.68 3500 2.97 3118 334 2750 3.78 2404 432 C 157.69 80.17 4698 222 4293 2.43 3893 2.68 3500 2.97 3118 334 2750 3.78 2404 432 Feed Line/Linear A urtenances - Entered As Round Or Flat Descriprion Face Allow Exclude Component Placement Face Lateral # # Clear Width or Perimeter Weight or Shield From Type Offset Offset Per Spacing Diameter Leg Torque ft in (FracFW) Row in in in plf Calcularion Safety Line A No No Ar(CaAa) 245.00- 0.0000 0 1 1 0.2500 0.3750 0.22 3/8 0.00 1-1/4"Rigid C No No Ar(CaAa) 245.00- 0.0000 0 1 1 0.2500 1.2500 0.70 Conduit 10.00 1.2500 ** Job Page r i �;'�M���„� ALALB00134C 11 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Descriprion Face Allow Exclude Component Placement Face Lateral # # Clear Width or Perimeter Weight or Shield From Type Offset Offset Per Spacing Diameter Leg Torque ft in (FracFW) Row in in in plf Calcularion LDF7-50A B No No Ar(CaAa) 245.00- 0.0000 -0.3 6 6 0.5000 1.9800 0.82 �i-sis Fo�� s.00 i.9soo LDF7-50A B No No Ar(CaAa) 245.00- 0.0000 0.3 12 6 0.5000 1.9800 0.82 (1-5/8 FOAM) 8.00 LDF1-50A B No No Ar(CaAa) 245.00- 0.0000 0.5 3 3 0.3500 0.3500 0.06 (1/4 FOAM) 8.00 ++ LDF7-50A A No No Ar(CaAa) 201.50- 0.0000 -0.49 1 1 0.5000 1.9800 0.82 �i-sis Fo�� io.00 i.9soo LDF6-50A A No No Ar(CaAa) 201.50- 0.0000 -0.4 3 3 1.5500 1.5500 0.60 (1-1/4 FOAM) 10.00 LDFS-50A A No No Ar(CaAa) 142.00- 0.0000 0.25 1 1 0.5000 1.0900 0.33 (7/8 FOAM) 9.00 1.0900 ++ LDF7-50A C No No Ar(CaAa) 170.00- 0.0000 0.25 6 6 0.5000 1.9800 0.82 �i-sis Fo�� �.00 i.9soo 12x24 Hybrid C No No Ar(CaAa) 170.00- 2.2500 0.38 1 1 0.5000 1.7200 3.04 (1-11/16) 7.00 1.7200 ++ LDF2-50(3/8 A No No Ar(CaAa) 186.00- 0.0000 0.26 1 1 0.4400 0.4400 0.08 FOAM) 9.00 LDF2-50(3/8 A No No Ar(CaAa) 186.00- 0.0000 0.45 1 1 0.4400 0.4400 0.08 FOAM) 9.00 LDF2-50(3/8 B No No Ar(CaAa) 186.00- -2.0000 -0.25 1 1 0.4400 0.4400 0.08 FOAM) 7.00 LDF1-50A A No No Ar(CaAa) 186.00- 0.0000 0.3 3 3 0.3500 0.3500 0.06 (1/4 FOAM) 9.00 LDF1-50A B No No Ar(CaAa) 186.00- -2.0000 -0.3 2 2 0.3500 0.3500 0.06 (1/4 FOAM) 7.00 ATCB-BO1-09 C No No Ar(CaAa) 186.00- -0.2500 0.25 1 1 0.3150 0.3150 0.07 0(5/16) 7.00 LDF7-50A A No No Ar(CaAa) 186.00- -0.2500 0.25 6 6 0.5000 1.9800 0.82 �i-sis Fo�� �.00 i.9soo LDF7-50A A No No Ar(CaAa) 186.00- -2.7500 0.12 6 6 0.5000 1.9800 0.82 �i-sis Fo�� �.00 i.9soo ** FSJ4-50B(1/2 C No No Ar(CaAa) 101.00- -2.0000 0.3 1 1 0.5200 0.5200 0.14 SUFERFLEX. 11.00 FOAM) ++ Dish Hybrid C No No Ar(CaAa) 160.00- 0.0000 -0.4 1 1 0.5000 1.6250 2.99 �1-5/8� _ _ 7.00 _ 1.6250 _ Feed Line/Linear A urtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Secrion Elevation InFace OutFace _ � � _ ,� � _ .� _ lb Tl 245.00-230.00 A 0.000 0.000 0.563 0.000 3.30 B 0.000 0.000 55.035 0.000 224.10 C 0.000 0.000 1.875 0.000 10.50 T2 230.00-220.00 A 0.000 0.000 0.375 0.000 2.20 B 0.000 0.000 36.690 0.000 149.40 C 0.000 0.000 1.250 0.000 7.00 T3 220.00-200.00 A 0.000 0.000 1.744 0.000 8.33 B 0.000 0.000 73.380 0.000 298.80 Job Page r i �;'�M���„� ALALB00134C 12 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Tower Tower Face AR AF CAAA CAAA Weight Secrion Elevation InFace OutFace , � � � � � _ lb C 0.000 0.000 2.500 0.000 14.00 T4 200.00-180.00 A 0.000 0.000 29.424 0.000 117.88 B 0.000 0.000 74.064 0.000 300.00 C 0.000 0.000 2.689 0.000 14.42 T5 180.00-160.00 A 0.000 0.000 65.390 0.000 260.40 B 0.000 0.000 75.660 0.000 302.80 C 0.000 0.000 16.730 0.000 95.00 T6 160.00-140.00 A 0.000 0.000 65.608 0.000 261.06 B 0.000 0.000 75.660 0.000 302.80 C 0.000 0.000 33.580 0.000 234.40 T7 140.00-120.00 A 0.000 0.000 67.570 0.000 267.00 B 0.000 0.000 75.660 0.000 302.80 C 0.000 0.000 33.580 0.000 234.40 T8 120.00-100.00 A 0.000 0.000 67.570 0.000 267.00 B 0.000 0.000 75.660 0.000 302.80 C 0.000 0.000 33.632 0.000 234.54 T9 100.00-80.00 A 0.000 0.000 67.570 0.000 267.00 B 0.000 0.000 75.660 0.000 302.80 C 0.000 0.000 34.620 0.000 237.20 T10 80.00-60.00 A 0.000 0.000 67.570 0.000 267.00 B 0.000 0.000 75.660 0.000 302.80 C 0.000 0.000 34.620 0.000 237.20 Tll 60.00-40.00 A 0.000 0.000 67.570 0.000 267.00 B 0.000 0.000 75.660 0.000 302.80 C 0.000 0.000 34.620 0.000 237.20 T12 40.00-20.00 A 0.000 0.000 67.570 0.000 267.00 B 0.000 0.000 75.660 0.000 302.80 C 0.000 0.000 34.620 0.000 237.20 T13 20.00-5.00 A 0.000 0.000 41.403 0.000 164.79 B 0.000 0.000 45.510 0.000 181.88 C 0.000 0.000 21.920 0.000 151.52 T14 5.00-0.00 A 0.000 0.000 0.188 0.000 1.10 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 Feed Line/Linear A urtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Section Elevation or Thickness InFace OutFace ft Le� in eft� ,� ft� � lb Tl 245.00-230.00 A 1.035 0.000 0.000 3.669 0.000 30.06 B 0.000 0.000 73.435 0.000 920.12 C 0.000 0.000 4.981 0.000 53.87 T2 230.00-220.00 A 1.030 0.000 0.000 2.435 0.000 19.88 B 0.000 0.000 48.903 0.000 611.45 C 0.000 0.000 3.310 0.000 35.69 T3 220.00-200.00 A 1.023 0.000 0.000 7.402 0.000 64.52 B 0.000 0.000 97.668 0.000 1217.94 C 0.000 0.000 6.591 0.000 70.80 T4 200.00-180.00 A 1.013 0.000 0.000 70.466 0.000 676.06 B 0.000 0.000 101.863 0.000 1236.55 C 0.000 0.000 7.955 0.000 80.26 T5 180.00-160.00 A 1.001 0.000 0.000 143.816 0.000 1373.83 B 0.000 0.000 111.774 0.000 1287.37 C 0.000 0.000 35.939 0.000 384.26 T6 160.00-140.00 A 0.989 0.000 0.000 143.914 0.000 1365.62 B 0.000 0.000 111.395 0.000 1277.10 C 0.000 0.000 67.718 0.000 782.36 Job Page r i �;'�M���„� ALALB00134C 13 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Tower Tower Face Ice AR AF CAAA CAAA Weight Section Elevation or Thickness InFace OutFace ft Leg in ft� ,ft� ft� ft� lb T7 140.00-120.00 A 0.975 0.000 0.000 148.799 0.000 1400.13 B 0.000 0.000 110.967 0.000 1265.55 C 0.000 0.000 67.408 0.000 773.91 T8 120.00-100.00 A 0.959 0.000 0.000 148.066 0.000 1381.10 B 0.000 0.000 110.476 0.000 1252.34 C 0.000 0.000 67.296 0.000 766.14 T9 100.00-80.00 A 0.940 0.000 0.000 147.203 0.000 1358.81 B 0.000 0.000 109.897 0.000 1236.85 C 0.000 0.000 71.432 0.000 789.28 T10 80.00-60.00 A 0.916 0.000 0.000 146.147 0.000 1331.73 B 0.000 0.000 109.189 0.000 1217.99 C 0.000 0.000 70.825 0.000 774.21 Tll 60.00-40.00 A 0.886 0.000 0.000 144.775 0.000 1296.88 B 0.000 0.000 108.269 0.000 1193.68 C 0.000 0.000 70.037 0.000 754.86 T12 40.00-20.00 A 0.842 0.000 0.000 142.780 0.000 1246.90 B 0.000 0.000 106.932 0.000 1158.70 C 0.000 0.000 68.890 0.000 727.18 T13 20.00-5.00 A 0.771 0.000 0.000 81.158 0.000 692.52 B 0.000 0.000 63.477 0.000 665.12 C 0.000 0.000 41.924 0.000 431.42 T14 5.00-0.00 A 0.657 0.000 0.000 0.844 0.000 5.24 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 Feed Line Center of Pressure Section Elevarion CPX CPz CPX CPz � Ice Ice ft in in in in Tl 245.00-230.00 6.3560 -2.8682 3.9810 -1.6264 T2 230.00-220.00 6.5094 -2.9202 4.3513 -1.7568 T3 220.00-200.00 6.2000 -2.7993 4.1935 -1.6611 T4 200.00-180.00 1.6723 -2.9303 0.5917 -1.9156 T5 180.00-160.00 -0.9686 -4.9173 -1.5001 -4.1285 T6 160.00-140.00 -1.6288 -4.0754 -1.9490 -3.2433 T7 140.00-120.00 -1.7202 -4.2816 -2.0711 -3.5397 T8 120.00-100.00 -1.7247 -4.2769 -2.0900 -3.5463 T9 100.00-80.00 -1.8101 -4.1877 -2.2937 -3.3578 T10 80.00-60.00 -1.8101 -4.1877 -2.3046 -3.3849 T11 60.00-40.00 -1.8101 -4.1877 -2.3188 -3.4204 T12 40.00-20.00 -1.8101 -4.1877 -2.3322 -3.4636 T13 20.00-5.00 -1.5991 -4.2892 -2.0785 -3.6397 T14 5.00-0.00 -0.2217 -0.1280 -0.4864 -0.2808 Shieldin Factor Ka Tower Feed Line Descriprion Feed Line KQ KQ Section RecordNo. Se mentElev. Nolce Ice Tl 1 Safety Line 3/8 230.00- 0.6000 0.4995 245.00 Job Page r i �;'�M���„� ALALB00134C 14 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Tower Feed Line Descriprion Feed Line K� K� Section RecordNo. Se mentElev. Nolce Ice Tl 2 1-1/4"Rigid Conduit 230.00- 0.6000 0.4995 245.00 Tl 4 LDF7-50A(1-5/8 FOAM) 230.00- 0.6000 0.4995 245.00 Tl 5 LDF7-50A(1-5/8 FOAM) 230.00- 0.6000 0.4995 245.00 Tl 6 LDF1-50A(1/4 FOAM) 230.00- 0.6000 0.4995 245.00 T2 1 Safety Line 3/8 220.00- 0.6000 0.5340 230.00 T2 2 1-1/4"Rigid Conduit 220.00- 0.6000 0.5340 230.00 T2 4 LDF7-50A(1-5/8 FOAM) 220.00- 0.6000 0.5340 230.00 T2 5 LDF7-50A(1-5/8 FOAM) 220.00- 0.6000 0.5340 230.00 T2 6 LDF1-50A(1/4 FOAM) 220.00- 0.6000 0.5340 230.00 T3 1 Safety Line 3/8 200.00- 0.6000 0.5457 220.00 T3 2 1-1/4"Rigid Conduit 200.00- 0.6000 0.5457 220.00 T3 4 LDF7-50A(1-5/8 FOAM) 200.00- 0.6000 0.5457 220.00 T3 5 LDF7-50A(1-5/8 FOAM) 200.00- 0.6000 0.5457 220.00 T3 6 LDF1-50A(1/4 FOAM) 200.00- 0.6000 0.5457 220.00 T3 8 LDF7-50A(1-5/8 FOAM) 200.00- 0.6000 0.5457 201.50 T3 9 LDF6-50A(1-1/4 FOAM) 200.00- 0.6000 0.5457 201.50 T4 1 Safety Line 3/8 180.00- 0.6000 0.5484 200.00 T4 2 1-1/4"Rigid Conduit 180.00- 0.6000 0.5484 200.00 T4 4 LDF7-50A(1-5/8 FOAM) 180.00- 0.6000 0.5484 200.00 T4 5 LDF7-50A(1-5/8 FOAM) 180.00- 0.6000 0.5484 200.00 T4 6 LDF1-50A(1/4 FOAM) 180.00- 0.6000 0.5484 200.00 T4 8 LDF7-50A(1-5/8 FOAM) 180.00- 0.6000 0.5484 200.00 T4 9 LDF6-50A(1-1/4 FOAM) 180.00- 0.6000 0.5484 200.00 T4 15 LDF2-50(3/8 FOAM) 180.00- 0.6000 0.5484 186.00 T4 16 LDF2-50(3/8 FOAM) 180.00- 0.6000 0.5484 186.00 T4 17 LDF2-50(3/8 FOAM) 180.00- 0.6000 0.5484 186.00 T4 18 LDF1-50A(1/4 FOAM) 180.00- 0.6000 0.5484 186.00 T4 19 LDF1-50A(1/4 FOAM) 180.00- 0.6000 0.5484 186.00 T4 20 ATCB-BO1-090(5/16) 180.00- 0.6000 0.5484 186.00 T4 21 LDF7-50A(1-5/8 FOAM) 180.00- 0.6000 0.5484 186.00 T4 22 LDF7-50A(1-5/8 FOAM) 180.00- 0.6000 0.5484 186.00 Job Page r i �;'�M���„� ALALB00134C 15 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Tower Feed Line Descriprion Feed Line K� K� Section RecordNo. Se mentElev. Nolce Ice T5 1 Safety Line 3/8 160.00- 0.6000 0.5514 180.00 T5 2 1-1/4"Rigid Conduit 160.00- 0.6000 0.5514 180.00 T5 4 LDF7-50A(1-5/8 FOAM) 160.00- 0.6000 0.5514 180.00 T5 5 LDF7-50A(1-5/8 FOAM) 160.00- 0.6000 0.5514 180.00 T5 6 LDF1-50A(1/4 FOAM) 160.00- 0.6000 0.5514 180.00 T5 8 LDF7-50A(1-5/8 FOAM) 160.00- 0.6000 0.5514 180.00 T5 9 LDF6-50A(1-1/4 FOAM) 160.00- 0.6000 0.5514 180.00 T5 12 LDF7-50A(1-5/8 FOAM) 160.00- 0.6000 0.5514 170.00 T5 13 12x24 Hybrid(1-11/16) 160.00- 0.6000 0.5514 170.00 T5 15 LDF2-50(3/8 FOAM) 160.00- 0.6000 0.5514 180.00 T5 16 LDF2-50(3/8 FOAM) 160.00- 0.6000 0.5514 180.00 T5 17 LDF2-50(3/8 FOAM) 160.00- 0.6000 0.5514 180.00 T5 18 LDF1-50A(1/4 FOAM) 160.00- 0.6000 0.5514 180.00 T5 19 LDF1-50A(1/4 FOAM) 160.00- 0.6000 0.5514 180.00 T5 20 ATCB-BO1-090(5/16) 160.00- 0.6000 0.5514 180.00 T5 21 LDF7-50A(1-5/8 FOAM) 160.00- 0.6000 0.5514 180.00 T5 22 LDF7-50A(1-5/8 FOAM) 160.00- 0.6000 0.5514 180.00 T6 1 Safety Line 3/8 140.00- 0.6000 0.5547 160.00 T6 2 1-1/4"Rigid Conduit 140.00- 0.6000 0.5547 160.00 T6 4 LDF7-50A(1-5/8 FOAM) 140.00- 0.6000 0.5547 160.00 T6 5 LDF7-50A(1-5/8 FOAM) 140.00- 0.6000 0.5547 160.00 T6 6 LDF1-50A(1/4 FOAM) 140.00- 0.6000 0.5547 160.00 T6 8 LDF7-50A(1-5/8 FOAM) 140.00- 0.6000 0.5547 160.00 T6 9 LDF6-50A(1-1/4 FOAM) 140.00- 0.6000 0.5547 160.00 T6 10 LDFS-50A(7/8 FOAM) 140.00- 0.6000 0.5547 142.00 T6 12 LDF7-50A(1-5/8 FOAM) 140.00- 0.6000 0.5547 160.00 T6 13 12x24 Hybrid(1-11/16) 140.00- 0.6000 0.5547 160.00 T6 15 LDF2-50(3/8 FOAM) 140.00- 0.6000 0.5547 160.00 T6 16 LDF2-50(3/8 FOAM) 140.00- 0.6000 0.5547 160.00 T6 17 LDF2-50(3/8 FOAM) 140.00- 0.6000 0.5547 160.00 T6 18 LDF1-50A(1/4 FOAM) 140.00- 0.6000 0.5547 160.00 Job Page r i �;'�M���„� ALALB00134C 16 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Tower Feed Line Descriprion Feed Line K� K� Section RecordNo. Se mentElev. Nolce Ice T6 19 LDF1-50A(1/4 FOAM) 140.00- 0.6000 0.5547 160.00 T6 20 ATCB-BO1-090(5/16) 140.00- 0.6000 0.5547 160.00 T6 21 LDF7-50A(1-5/8 FOAM) 140.00- 0.6000 0.5547 160.00 T6 22 LDF7-50A(1-5/8 FOAM) 140.00- 0.6000 0.5547 160.00 T6 26 Dish Hybrid(1-5/8) 140.00- 0.6000 0.5547 160.00 T7 1 Safety Line 3/8 120.00- 0.6000 0.5712 140.00 T7 2 1-1/4"Rigid Conduit 120.00- 0.6000 0.5712 140.00 T7 4 LDF7-50A(1-5/8 FOAM) 120.00- 0.6000 0.5712 140.00 T7 5 LDF7-50A(1-5/8 FOAM) 120.00- 0.6000 0.5712 140.00 T7 6 LDF1-50A(1/4 FOAM) 120.00- 0.6000 0.5712 140.00 T7 8 LDF7-50A(1-5/8 FOAM) 120.00- 0.6000 0.5712 140.00 T7 9 LDF6-50A(1-1/4 FOAM) 120.00- 0.6000 0.5712 140.00 T7 10 LDFS-50A(7/8 FOAM) 120.00- 0.6000 0.5712 140.00 T7 12 LDF7-50A(1-5/8 FOAM) 120.00- 0.6000 0.5712 140.00 T7 13 12x24 Hybrid(1-11/16) 120.00- 0.6000 0.5712 140.00 T7 15 LDF2-50(3/8 FOAM) 120.00- 0.6000 0.5712 140.00 T7 16 LDF2-50(3/8 FOAM) 120.00- 0.6000 0.5712 140.00 T7 17 LDF2-50(3/8 FOAM) 120.00- 0.6000 0.5712 140.00 T7 18 LDF1-50A(1/4 FOAM) 120.00- 0.6000 0.5712 140.00 T7 19 LDF1-50A(1/4 FOAM) 120.00- 0.6000 0.5712 140.00 T� ao aTcs-soi-o90�sii6� iao.00- a6000 os�ia 140.00 T7 21 LDF7-50A(1-5/8 FOAM) 120.00- 0.6000 0.5712 140.00 T7 22 LDF7-50A(1-5/8 FOAM) 120.00- 0.6000 0.5712 140.00 T7 26 Dish Hybrid(1-5/8) 120.00- 0.6000 0.5712 140.00 T8 1 Safety Line 3/8 100.00- 0.6000 0.5755 120.00 T8 2 1-1/4"Rigid Conduit 100.00- 0.6000 0.5755 120.00 T8 4 LDF7-50A(1-5/8 FOAM) 100.00- 0.6000 0.5755 120.00 T8 5 LDF7-50A(1-5/8 FOAM) 100.00- 0.6000 0.5755 120.00 T8 6 LDF1-50A(1/4 FOAM) 100.00- 0.6000 0.5755 120.00 T8 8 LDF7-50A(1-5/8 FOAM) 100.00- 0.6000 0.5755 120.00 T8 9 LDF6-50A(1-1/4 FOAM) 100.00- 0.6000 0.5755 120.00 Job Page r i �;'�M���„� ALALB00134C 17 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Tower Feed Line Descriprion Feed Line K� K� Section RecordNo. Se mentElev. Nolce Ice T8 10 LDFS-50A(7/8 FOAM) 100.00- 0.6000 0.5755 120.00 T8 12 LDF7-50A(1-5/8 FOAM) 100.00- 0.6000 0.5755 120.00 T8 13 12x24 Hybrid(1-11/16) 100.00- 0.6000 0.5755 120.00 T8 15 LDF2-50(3/8 FOAM) 100.00- 0.6000 0.5755 120.00 T8 16 LDF2-50(3/8 FOAM) 100.00- 0.6000 0.5755 120.00 T8 17 LDF2-50(3/8 FOAM) 100.00- 0.6000 0.5755 120.00 T8 18 LDF1-50A(1/4 FOAM) 100.00- 0.6000 0.5755 120.00 T8 19 LDF1-50A(1/4 FOAM) 100.00- 0.6000 0.5755 120.00 T8 20 ATCB-BO1-090(5/16) 100.00- 0.6000 0.5755 120.00 T8 21 LDF7-50A(1-5/8 FOAM) 100.00- 0.6000 0.5755 120.00 T8 22 LDF7-50A(1-5/8 FOAM) 100.00- 0.6000 0.5755 120.00 T8 24 FSJ4-50B(1/2 SUFERFLEX. 100.00- 0.6000 0.5755 FOAM) 101.00 T8 26 Dish Hybrid(1-5/8) 100.00- 0.6000 0.5755 120.00 T9 1 Safety Line 3/8 80.00-100.00 0.6000 0.5806 T9 2 1-1/4"Rigid Conduit 80.00-100.00 0.6000 0.5806 T9 4 LDF7-50A(1-5/8 FOAM) 80.00-100.00 0.6000 0.5806 T9 5 LDF7-50A(1-5/8 FOAM) 80.00-100.00 0.6000 0.5806 T9 6 LDF1-50A(1/4 FOAM) 80.00-100.00 0.6000 0.5806 T9 8 LDF7-50A(1-5/8 FOAM) 80.00-100.00 0.6000 0.5806 T9 9 LDF6-50A(1-1/4 FOAM) 80.00-100.00 0.6000 0.5806 T9 10 LDFS-50A(7/8 FOAM) 80.00-100.00 0.6000 0.5806 T9 12 LDF7-50A(1-5/8 FOAM) 80.00-100.00 0.6000 0.5806 T9 13 12x24 Hybrid(1-11/16) 80.00-100.00 0.6000 0.5806 T9 15 LDF2-50(3/8 FOAM) 80.00-100.00 0.6000 0.5806 T9 16 LDF2-50(3/8 FOAM) 80.00-100.00 0.6000 0.5806 T9 17 LDF2-50(3/8 FOAM) 80.00-100.00 0.6000 0.5806 T9 18 LDF1-50A(1/4 FOAM) 80.00-100.00 0.6000 0.5806 T9 19 LDF1-50A(1/4 FOAM) 80.00-100.00 0.6000 0.5806 T9 ao aTcs-soi-o90�sii6� so.00-ioo.00 a6000 osso6 T9 21 LDF7-50A(1-5/8 FOAM) 80.00-100.00 0.6000 0.5806 T9 22 LDF7-50A(1-5/8 FOAM) 80.00-100.00 0.6000 0.5806 T9 24 FSJ4-50B(1/2 SUFERFLEX. 80.00- 100.00 0.6000 0.5806 FOAM) T9 26 Dish Hybrid(1-5/8) 80.00-100.00 0.6000 0.5806 T10 1 Safety Line 3/8 60.00-80.00 0.6000 0.5868 T10 2 1-1/4"Rigid Conduit 60.00-80.00 0.6000 0.5868 T10 4 LDF7-50A(1-5/8 FOAM) 60.00-80.00 0.6000 0.5868 T10 5 LDF7-50A(1-5/8 FOAM) 60.00-80.00 0.6000 0.5868 T10 6 LDF1-50A(1/4 FOAM) 60.00-80.00 0.6000 0.5868 T10 8 LDF7-50A(1-5/8 FOAM) 60.00-80.00 0.6000 0.5868 T10 9 LDF6-50A(1-1/4 FOAM) 60.00-80.00 0.6000 0.5868 T10 10 LDFS-50A(7/8 FOAM) 60.00-80.00 0.6000 0.5868 T10 12 LDF7-50A(1-5/8 FOAM) 60.00-80.00 0.6000 0.5868 T10 13 12x24 Hybrid(1-11/16) 60.00-80.00 0.6000 0.5868 T10 15 LDF2-50(3/8 FOAM) 60.00-80.00 0.6000 0.5868 T10 16 LDF2-50(3/8 FOAM) 60.00-80.00 0.6000 0.5868 T10 17 LDF2-50(3/8 FOAM) 60.00-80.00 0.6000 0.5868 T10 18 LDF1-50A(1/4 FOAM) 60.00-80.00 0.6000 0.5868 T10 19 LDF1-50A(1/4 FOAM) 60.00-80.00 0.6000 0.5868 Job Page r i �;'�M���„� ALALB00134C 18 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Tower Feed Line Descriprion Feed Line K� K� Section RecordNo. Se mentElev. Nolce Ice Tio ao aTcs-soi-o90�sii6� 60.00-so.00 a6000 oss6s T10 21 LDF7-50A(1-5/8 FOAM) 60.00-80.00 0.6000 0.5868 T10 22 LDF7-50A(1-5/8 FOAM) 60.00-80.00 0.6000 0.5868 T10 24 FSJ4-50B(1/2 SUFERFLEX. 60.00-80.00 0.6000 0.5868 FOAM) T10 26 Dish Hybrid(1-5/8) 60.00-80.00 0.6000 0.5868 T11 1 Safety Line 3/8 40.00-60.00 0.6000 0.5949 T11 2 1-1/4"Rigid Conduit 40.00-60.00 0.6000 0.5949 T11 4 LDF7-50A(1-5/8 FOAM) 40.00-60.00 0.6000 0.5949 T11 5 LDF7-50A(1-5/8 FOAM) 40.00-60.00 0.6000 0.5949 T11 6 LDF1-50A(1/4 FOAM) 40.00-60.00 0.6000 0.5949 T11 8 LDF7-50A(1-5/8 FOAM) 40.00-60.00 0.6000 0.5949 T11 9 LDF6-50A(1-1/4 FOAM) 40.00-60.00 0.6000 0.5949 T11 10 LDFS-50A(7/8 FOAM) 40.00-60.00 0.6000 0.5949 T11 12 LDF7-50A(1-5/8 FOAM) 40.00-60.00 0.6000 0.5949 T11 13 12x24 Hybrid(1-11/16) 40.00-60.00 0.6000 0.5949 T11 15 LDF2-50(3/8 FOAM) 40.00-60.00 0.6000 0.5949 T11 16 LDF2-50(3/8 FOAM) 40.00-60.00 0.6000 0.5949 T11 17 LDF2-50(3/8 FOAM) 40.00-60.00 0.6000 0.5949 T11 18 LDF1-50A(1/4 FOAM) 40.00-60.00 0.6000 0.5949 T11 19 LDF1-50A(1/4 FOAM) 40.00-60.00 0.6000 0.5949 T11 20 ATCB-BO1-090(5/16) 40.00-60.00 0.6000 0.5949 T11 21 LDF7-50A(1-5/8 FOAM) 40.00-60.00 0.6000 0.5949 T11 22 LDF7-50A(1-5/8 FOAM) 40.00-60.00 0.6000 0.5949 T11 24 FSJ4-50B(1/2 SUFERFLEX. 40.00-60.00 0.6000 0.5949 FOAM) T11 26 Dish Hybrid(1-5/8) 40.00-60.00 0.6000 0.5949 T12 1 Safety Line 3/8 20.00-40.00 0.6000 0.6000 T12 2 1-1/4"Rigid Conduit 20.00-40.00 0.6000 0.6000 T12 4 LDF7-50A(1-5/8 FOAM) 20.00-40.00 0.6000 0.6000 T12 5 LDF7-50A(1-5/8 FOAM) 20.00-40.00 0.6000 0.6000 T12 6 LDF1-50A(1/4 FOAM) 20.00-40.00 0.6000 0.6000 T12 8 LDF7-50A(1-5/8 FOAM) 20.00-40.00 0.6000 0.6000 T12 9 LDF6-50A(1-1/4 FOAM) 20.00-40.00 0.6000 0.6000 T12 10 LDFS-50A(7/8 FOAM) 20.00-40.00 0.6000 0.6000 T12 12 LDF7-50A(1-5/8 FOAM) 20.00-40.00 0.6000 0.6000 T12 13 12x24 Hybrid(1-11/16) 20.00-40.00 0.6000 0.6000 T12 15 LDF2-50(3/8 FOAM) 20.00-40.00 0.6000 0.6000 T12 16 LDF2-50(3/8 FOAM) 20.00-40.00 0.6000 0.6000 T12 17 LDF2-50(3/8 FOAM) 20.00-40.00 0.6000 0.6000 T12 18 LDF1-50A(1/4 FOAM) 20.00-40.00 0.6000 0.6000 T12 19 LDF1-50A(1/4 FOAM) 20.00-40.00 0.6000 0.6000 Tia ao aTcs-soi-o90�sii6� ao.00-40.0o a6000 a6000 T12 21 LDF7-50A(1-5/8 FOAM) 20.00-40.00 0.6000 0.6000 T12 22 LDF7-50A(1-5/8 FOAM) 20.00-40.00 0.6000 0.6000 T12 24 FSJ4-50B(1/2 SUFERFLEX. 20.00-40.00 0.6000 0.6000 FOAM) T12 26 Dish Hybrid(1-5/8) 20.00-40.00 0.6000 0.6000 T13 1 Safety Line 3/8 5.00-20.00 0.6000 0.6000 T13 2 1-1/4"Rigid Conduit 10.00-20.00 0.6000 0.6000 T13 4 LDF7-50A(1-5/8 FOAM) 8.00-20.00 0.6000 0.6000 T13 5 LDF7-50A(1-5/8 FOAM) 8.00-20.00 0.6000 0.6000 T13 6 LDF1-50A(1/4 FOAM) 8.00-20.00 0.6000 0.6000 T13 8 LDF7-50A(1-5/8 FOAM) 10.00-20.00 0.6000 0.6000 T13 9 LDF6-50A(1-1/4 FOAM) 10.00-20.00 0.6000 0.6000 T13 10 LDFS-50A(7/8 FOAM) 9.00-20.00 0.6000 0.6000 T13 12 LDF7-50A(1-5/8 FOAM) 7.00-20.00 0.6000 0.6000 T13 13 12x24 Hybrid(1-11/16) 7.00-20.00 0.6000 0.6000 T13 15 LDF2-50(3/8 FOAM) 9.00-20.00 0.6000 0.6000 T13 16 LDF2-50(3/8 FOAM) 9.00-20.00 0.6000 0.6000 T13 17 LDF2-50(3/8 FOAM) 7.00-20.00 0.6000 0.6000 T13 18 LDF1-50A(1/4 FOAM) 9.00-20.00 0.6000 0.6000 Job Page r i �;'�M���„� ALALB00134C 19 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Tower Feed Line Descriprion Feed Line K� K� Section RecordNo. Se mentElev. Nolce Ice T13 19 LDF1-50A(1/4 FOAM) 7.00-20.00 0.6000 0.6000 Ti3 ao aTcs-soi-o90�sii6� �.00-ao.00 a6000 a6000 T13 21 LDF7-50A(1-5/8 FOAM) 7.00-20.00 0.6000 0.6000 T13 22 LDF7-50A(1-5/8 FOAM) 7.00-20.00 0.6000 0.6000 T13 24 FSJ4-50B(1/2 SUFERFLEX. 11.00-20.00 0.6000 0.6000 FOAM) T13 26 Dish Hybrid(1-5/8) 7.00-20.00 0.6000 0.6000 T14 1 Safet Line 3/8 0.00-5.00 0.6000 0.5454 Discrete Tower Loads Descriprion Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral T/ert ft ° ft ft� ft� lb ft ft Flash Beacon Lighting C From Leg 0.00 0.0000 245.00 No Ice 2.70 2.70 50.00 0.00 1/2"Ice 3.10 3.10 70.00 0.00 1"Ice 3.50 3.50 90.00 ** LNX-6515DS-A1M A From Face 4.00 0.0000 245.50 No Ice 11.45 7.70 63.00 0.00 1/2"Ice 12.06 8.29 128.87 1.00 1"Ice 12.69 8.89 202.41 LNX-6515DS-A1M B From Face 4.00 0.0000 245.50 No Ice 11.45 7.70 63.00 0.00 1/2"Ice 12.06 8.29 128.87 1.00 1"Ice 12.69 8.89 202.41 LNX-6515DS-A1M C From Face 4.00 0.0000 245.50 No Ice 11.45 7.70 63.00 0.00 1/2"Ice 12.06 8.29 128.87 1.00 1"Ice 12.69 8.89 202.41 TMBXX-6517-R2M A From Face 4.00 0.0000 245.50 No Ice 9.80 6.06 44.10 0.00 1/2"Ice 10.32 6.58 100.34 1.00 1"Ice 10.85 7.10 163.42 TMBXX-6517-R2M B From Face 4.00 0.0000 245.50 No Ice 9.80 6.06 44.10 0.00 1/2"Ice 10.32 6.58 100.34 1.00 1"Ice 10.85 7.10 163.42 TMBXX-6517-R2M C From Face 4.00 0.0000 245.50 No Ice 9.80 6.06 44.10 0.00 1/2"Ice 10.32 6.58 100.34 1.00 1"Ice 10.85 7.10 163.42 (2)TMA A From Face 4.00 0.0000 245.50 No Ice 0.72 0.66 20.61 0.00 1/2"Ice 0.83 0.79 29.38 1.00 1"Ice 0.95 0.93 40.54 (2)TMA B From Face 4.00 0.0000 245.50 No Ice 0.72 0.66 20.61 0.00 1/2"Ice 0.83 0.79 29.38 1.00 1"Ice 0.95 0.93 40.54 (2)TMA C From Face 4.00 0.0000 245.50 No Ice 0.72 0.66 20.61 0.00 1/2"Ice 0.83 0.79 29.38 1.00 1"Ice 0.95 0.93 40.54 ATM700LD-1A20 B From Face 4.00 0.0000 245.50 No Ice 1.06 1.06 0.01 0.00 1/2"Ice 1.19 1.19 0.02 1.00 1"Ice 1.32 1.32 0.03 ATM700LD-1A20 B From Face 4.00 0.0000 245.50 No Ice 1.06 1.06 0.01 0.00 1/2"Ice 1.19 1.19 0.02 1.00 1"Ice 1.32 1.32 0.03 Job Page r i �;'�M���„� ALALB00134C 20 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Descriprion Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral T/ert ft ° ft ft� ft� lb ft ft ATM700LD-1A20 C From Face 4.00 0.0000 245.50 No Ice 1.06 1.06 0.01 J 0.00 1/2"Ice 1.19 1.19 0.02 1.00 1"Ice 1.32 1.32 0.03 2.0 STD Pipe x 8' A From Leg 4.00 0.0000 245.50 No Ice 1.90 1.90 29.20 0.00 1/2"Ice 2.73 2.73 50.32 3.00 1"Ice 3.42 3.42 73.68 2.0 STD Pipe x 8' B From Face 4.00 0.0000 245.50 No Ice 1.90 1.90 29.20 0.00 1/2"Ice 2.73 2.73 50.32 3.00 1"Ice 3.42 3.42 73.68 2.0 STD Pipe x 8' C From Face 4.00 0.0000 245.50 No Ice 1.90 1.90 29.20 0.00 1/2"Ice 2.73 2.73 50.32 3.00 1"Ice 3.42 3.42 73.68 (1)14'Platform Mount C None 0.0000 245.50 No Ice 20.88 20.88 1800.00 1/2"Ice 28.89 28.89 2280.00 1"Ice 36.90 36.90 2760.00 ++ RFVOlU-D1A B From Leg 4.00 0.0000 170.00 No Ice 2.05 1.54 84.44 0.00 1/2"Ice 2.23 1.70 105.98 0.00 1"Ice 2.41 1.86 130.51 RFVOlU-D1A C From Leg 4.00 0.0000 170.00 No Ice 2.05 1.54 84.44 0.00 1/2"Ice 2.23 1.70 105.98 0.00 1"Ice 2.41 1.86 130.51 RFVOlU-D1A A From Leg 4.00 0.0000 170.00 No Ice 2.05 1.54 84.44 0.00 1/2"Ice 2.23 1.70 105.98 0.00 1"Ice 2.41 1.86 130.51 RFVOlU-D2A B From Leg 4.00 0.0000 170.00 No Ice 2.05 1.29 84.44 0.00 1/2"Ice 2.23 1.44 103.98 0.00 1"Ice 2.41 1.59 126.40 RFVOlU-D2A C From Leg 4.00 0.0000 170.00 No Ice 2.05 1.29 84.44 0.00 1/2"Ice 2.23 1.44 103.98 0.00 1"Ice 2.41 1.59 126.40 RVZDG6627-PF-48 A From Leg 4.00 0.0000 170.00 No Ice 3.78 2.51 32.00 0.00 1/2"Ice 4.03 2.72 63.40 0.00 1"Ice 4.29 2.94 98.56 (2)NHH-65C-R2B A From Leg 4.00 0.0000 170.00 No Ice 11.35 7.64 79.59 0.00 1/2"Ice 11.96 8.23 144.97 0.00 1"Ice 12.59 8.83 218.00 (2)NHH-65C-R2B B From Leg 4.00 0.0000 170.00 No Ice 11.35 7.64 79.59 0.00 1/2"Ice 11.96 8.23 144.97 0.00 1"Ice 12.59 8.83 218.00 (2)NHH-65C-R2B C From Leg 4.00 0.0000 170.00 No Ice 11.35 7.64 79.59 0.00 1/2"Ice 11.96 8.23 144.97 0.00 1"Ice 12.59 8.83 218.00 Samsung A From Leg 4.00 0.0000 170.00 No Ice 0.89 0.12 4.40 XXDWMM-12.5-65-8T-CBR 0.00 1/2"Ice 1.01 0.17 9.58 S 0.00 1"Ice 1.14 0.24 16.40 Samsung B From Leg 4.00 0.0000 170.00 No Ice 0.89 0.12 4.40 XXDWMM-12.5-65-8T-CBR 0.00 1/2"Ice 1.01 0.17 9.58 S 0.00 1"Ice 1.14 0.24 16.40 Samsung C From Leg 4.00 0.0000 170.00 No Ice 0.89 0.12 4.40 XXDWMM-12.5-65-8T-CBR 0.00 1/2"Ice 1.01 0.17 9.58 S 0.00 1"Ice 1.14 0.24 16.40 Samsung CBRS A From Leg 4.00 0.0000 170.00 No Ice 0.86 0.29 18.64 RRH-RT4401-48A 0.00 1/2"Ice 0.98 0.36 25.54 0.00 1"Ice 1.10 0.45 34.24 Samsung CBRS B From Leg 4.00 0.0000 170.00 No Ice 0.86 0.29 18.64 RRH-RT4401-48A 0.00 1/2"Ice 0.98 0.36 25.54 Job Page r i �;'�M���„� ALALB00134C 21 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Descriprion Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral T/ert ft ° ft ft� ft� lb ft ft 0.00 1"Ice 1.10 0.45 34.24J Samsung CBRS C From Leg 4.00 0.0000 170.00 No Ice 0.86 0.29 18.64 RRH-RT4401-48A 0.00 1/2"Ice 0.98 0.36 25.54 0.00 1"Ice 1.10 0.45 34.24 X7GFR0-840-V A From Leg 4.00 0.0000 170.00 No Ice 17.00 9.51 58.00 0.00 1/2"Ice 17.63 10.12 156.73 0.00 1"Ice 18.28 10.75 263.85 X7GFR0-860-VRO B From Leg 4.00 0.0000 170.00 No Ice 13.44 8.51 48.50 0.00 1/2"Ice 14.04 9.11 127.20 0.00 1"Ice 14.65 9.71 213.79 X7G865-V C From Leg 4.00 0.0000 170.00 No Ice 11.86 7.81 40.00 0.00 1/2"Ice 12.47 8.40 108.34 0.00 1"Ice 13.10 9.00 184.38 (3)12'UPNY Mounts A None 0.0000 170.00 No Ice 20.40 20.40 0.88 1/2"Ice 26.30 26.30 1.25 1"Ice 32.20 32.20 1.62 ++ APXVSPPI&C A From Face 4.00 0.0000 200.50 No Ice 8.02 5.28 25.80 0.00 1/2"Ice 8.48 5.74 75.32 1.00 1"Ice 8.94 6.20 130.92 APXVSPPI&C B From Face 4.00 0.0000 200.50 No Ice 8.02 5.28 25.80 0.00 1/2"Ice 8.48 5.74 75.32 1.00 1"Ice 8.94 6.20 130.92 APXVSPPI&C C From Face 4.00 0.0000 200.50 No Ice 8.02 5.28 25.80 0.00 1/2"Ice 8.48 5.74 75.32 1.00 1"Ice 8.94 6.20 130.92 DT465B-2XR-V2 A From Face 4.00 0.0000 200.50 No Ice 9.34 9.34 0.08 0.00 1/2"Ice 9.91 9.91 0.16 1.00 1"Ice 10.48 10.48 0.24 DT465B-2XR-V2 B From Face 4.00 0.0000 200.50 No Ice 9.34 9.34 0.08 0.00 1/2"Ice 9.91 9.91 0.16 1.00 1"Ice 10.48 10.48 0.24 DT465B-2XR-V2 C From Face 4.00 0.0000 200.50 No Ice 9.34 9.34 0.08 0.00 1/2"Ice 9.91 9.91 0.16 1.00 1"Ice 10.48 10.48 0.24 RRH4x45-1900 A From Face 4.00 0.0000 200.50 No Ice 2.58 2.54 60.00 0.00 1/2"Ice 2.79 2.75 86.47 1.00 1"Ice 3.01 2.97 116.36 RRH4x45-1900 B From Face 4.00 0.0000 200.50 No Ice 2.58 2.54 60.00 0.00 1/2"Ice 2.79 2.75 86.47 1.00 1"Ice 3.01 2.97 116.36 RRH4x45-1900 C From Face 4.00 0.0000 200.50 No Ice 2.58 2.54 60.00 0.00 1/2"Ice 2.79 2.75 86.47 1.00 1"Ice 3.01 2.97 116.36 RRH2x50-800 A From Face 4.00 0.0000 200.50 No Ice 1.70 1.28 52.90 0.00 1/2"Ice 1.86 1.43 69.91 1.00 1"Ice 2.03 1.58 89.61 RRH2x50-800 B From Face 4.00 0.0000 200.50 No Ice 1.70 1.28 52.90 0.00 1/2"Ice 1.86 1.43 69.91 1.00 1"Ice 2.03 1.58 89.61 RRH2x50-800 C From Face 4.00 0.0000 200.50 No Ice 1.70 1.28 52.90 0.00 1/2"Ice 1.86 1.43 69.91 1.00 1"Ice 2.03 1.58 89.61 (2)RRH(15"x12"x4") A From Face 4.00 0.0000 200.50 No Ice 1.60 1.60 0.05 0.00 1/2"Ice 1.76 1.76 0.07 1.00 1"Ice 1.92 1.92 0.09 (2)RRH(15"x12"x4") B From Face 4.00 0.0000 200.50 No Ice 1.60 1.60 0.05 Job Page r i �;'�M���„� ALALB00134C 22 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Descriprion Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral T/ert ft ° ft ft� ft� lb ft ft 0.00 1/2"Ice 1.76 1.76 0.07� 1.00 1"Ice 1.92 1.92 0.09 (2)RRH(15"x12"x4") C From Face 4.00 0.0000 200.50 No Ice 1.60 1.60 0.05 0.00 1/2"Ice 1.76 1.76 0.07 1.00 1"Ice 1.92 1.92 0.09 (3)12'Sector Frames A None 0.0000 200.50 No Ice 19.76 19.76 0.92 1/2"Ice 29.24 29.24 1.31 1"Ice 38.72 38.72 1.70 ** SBNHH-1D65C A From Face 4.00 0.0000 186.00 No Ice 11.39 7.66 49.60 0.00 1/2"Ice 12.01 8.25 115.21 0.00 1"Ice 12.63 8.84 188.47 SBNHH-1D65C B From Face 4.00 0.0000 186.00 No Ice 11.39 7.66 49.60 0.00 1/2"Ice 12.01 8.25 115.21 0.00 1"Ice 12.63 8.84 188.47 SBJAH4-1D65GDL A From Face 4.00 0.0000 186.00 No Ice 12.86 8.51 71.00 0.00 1/2"Ice 13.46 9.11 146.97 0.00 1"Ice 14.06 9.71 230.78 SBJAH4-1D65GDL B From Face 4.00 0.0000 186.00 No Ice 12.86 8.51 71.00 0.00 1/2"Ice 13.46 9.11 146.97 0.00 1"Ice 14.06 9.71 230.78 EPBQ-654L8H8-L2 A From Face 4.00 0.0000 186.00 No Ice 18.33 18.33 0.12 0.00 1/2"Ice 19.06 19.06 0.24 0.00 1"Ice 19.79 19.79 0.36 EPBQ-654L8H8-L2 B From Face 4.00 0.0000 186.00 No Ice 18.33 18.33 0.12 0.00 1/2"Ice 19.06 19.06 0.24 0.00 1"Ice 19.79 19.79 0.36 EPBQ-654L8H8-L2 C From Face 4.00 0.0000 186.00 No Ice 18.33 18.33 0.12 0.00 1/2"Ice 19.06 19.06 0.24 0.00 1"Ice 19.79 19.79 0.36 DBXLH-9090GVTM C From Face 4.00 0.0000 186.00 No Ice 14.04 5.75 49.80 0.00 1/2"Ice 14.65 6.33 118.12 0.00 1"Ice 15.26 6.92 194.18 8'Panel C From Face 4.00 0.0000 186.00 No Ice 13.73 7.58 90.00 0.00 1/2"Ice 14.34 8.17 165.70 0.00 1"Ice 14.95 8.76 249.25 (3)RRUS32 A From Face 4.00 0.0000 186.00 No Ice 2.86 1.78 55.12 0.00 1/2"Ice 3.09 1.97 77.42 0.00 1"Ice 3.32 2.17 102.98 (3)RRUS32 B From Face 4.00 0.0000 186.00 No Ice 2.86 1.78 55.12 0.00 1/2"Ice 3.09 1.97 77.42 0.00 1"Ice 3.32 2.17 102.98 (3)RRUS32 C From Face 4.00 0.0000 186.00 No Ice 2.86 1.78 55.12 0.00 1/2"Ice 3.09 1.97 77.42 0.00 1"Ice 3.32 2.17 102.98 RRUS 11 B12 A From Face 4.00 0.0000 186.00 No Ice 2.78 1.19 55.00 0.00 1/2"Ice 2.99 1.33 75.78 0.00 1"Ice 3.20 1.49 99.59 RRUS 11 B12 B From Face 4.00 0.0000 186.00 No Ice 2.78 1.19 55.00 0.00 1/2"Ice 2.99 1.33 75.78 0.00 1"Ice 3.20 1.49 99.59 RRUS 11 B12 C From Face 4.00 0.0000 186.00 No Ice 2.78 1.19 55.00 0.00 1/2"Ice 2.99 1.33 75.78 0.00 1"Ice 3.20 1.49 99.59 RRUS-11 B5 A From Face 4.00 0.0000 186.00 No Ice 2.79 1.19 50.70 0.00 1/2"Ice 3.00 1.34 71.57 0.00 1"Ice 3.21 1.50 95.48 Job Page r i �;'�M���„� ALALB00134C 23 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Descriprion Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral T/ert ft ° ft ft� ft� lb ft ft RRUS-11 B5 B From Face 4.00 0.0000 186.00 No Ice 2.79 1.19 50.70 J 0.00 1/2"Ice 3.00 1.34 71.57 0.00 1"Ice 3.21 1.50 95.48 TMA A From Face 4.00 0.0000 186.00 No Ice 0.72 0.66 20.61 0.00 1/2"Ice 0.83 0.79 29.38 1.00 1"Ice 0.95 0.93 40.54 TMA B From Face 4.00 0.0000 186.00 No Ice 0.72 0.66 20.61 0.00 1/2"Ice 0.83 0.79 29.38 1.00 1"Ice 0.95 0.93 40.54 TMA C From Face 4.00 0.0000 186.00 No Ice 0.72 0.66 20.61 0.00 1/2"Ice 0.83 0.79 29.38 1.00 1"Ice 0.95 0.93 40.54 E15ZO1P13 A From Face 4.00 0.0000 186.00 No Ice 0.78 0.60 24.00 0.00 1/2"Ice 0.90 0.70 31.50 0.00 1"Ice 1.02 0.82 40.86 E15ZO1P13 B From Face 4.00 0.0000 186.00 No Ice 0.78 0.60 24.00 0.00 1/2"Ice 0.90 0.70 31.50 0.00 1"Ice 1.02 0.82 40.86 E15ZO1P13 C From Face 4.00 0.0000 186.00 No Ice 0.78 0.60 24.00 0.00 1/2"Ice 0.90 0.70 31.50 0.00 1"Ice 1.02 0.82 40.86 (3)12'Sector Frames A None 0.0000 186.00 No Ice 20.40 20.40 0.88 1/2"Ice 26.30 26.30 1.25 1"Ice 32.20 32.20 1.62 ++ DB224-E B From Face 1.00 0.0000 101.00 No Ice 1.60 1.60 0.02 0.00 1/2"Ice 2.40 2.40 0.02 10.00 1"Ice 3.20 3.20 0.02 ** Side Lighting A From Leg 0.50 0.0000 120.00 No Ice 0.11 0.11 10.00 0.00 1/2"Ice 0.17 0.17 12.01 0.00 1"Ice 0.23 0.23 14.89 Side Lighting B From Leg 0.50 0.0000 120.00 No Ice 0.11 0.11 10.00 0.00 1/2"Ice 0.17 0.17 12.01 0.00 1"Ice 0.23 0.23 14.89 Side Lighting C From Leg 0.50 0.0000 120.00 No Ice 0.11 0.11 10.00 0.00 1/2"Ice 0.17 0.17 12.01 0.00 1"Ice 0.23 0.23 14.89 ** 1-Bay FM A From Leg 0.25 0.0000 142.00 No Ice 1.20 0.80 0.01 0.00 1/2"Ice 1.34 0.91 0.03 0.00 1"Ice 1.48 1.02 0.05 ++ 20'Dipole B From Leg 1.00 0.0000 111.00 No Ice 6.00 6.00 60.00 0.00 1/2"Ice 8.03 8.03 103.17 0.00 1"Ice 10.08 10.08 159.01 1'Standoff B From Leg 0.50 0.0000 101.00 No Ice 0.82 6.23 150.00 0.00 1/2"Ice 1.10 8.47 230.00 0.00 1"Ice 1.40 10.20 310.00 ++ MX08FR0665-20 V A From Face 3.00 0.0000 160.00 No Ice 12.49 5.87 54.00 0.00 1/2"Ice 12.99 6.32 127.79 0.00 1"Ice 13.49 6.79 208.26 MX08FR0665-20 V B From Face 3.00 0.0000 160.00 No Ice 12.49 5.87 54.00 0.00 1/2"Ice 12.99 6.32 127.79 0.00 1"Ice 13.49 6.79 208.26 MX08FR0665-20 V C From Face 3.00 0.0000 160.00 No Ice 12.49 5.87 54.00 Job Page r i �;'�M���„� ALALB00134C 24 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Descriprion Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral T/ert ft ° ft ft� ft� lb ft ft � 0.00 1/2"Ice 12.99 6.32 127.79 0.00 1"Ice 13.49 6.79 208.26 TA08025-B604 A From Face 3.00 0.0000 160.00 No Ice 1.96 1.03 63.93 0.00 1/2"Ice 2.14 1.17 80.68 0.00 1"Ice 2.32 1.31 100.13 TA08025-B604 B From Face 3.00 0.0000 160.00 No Ice 1.96 1.03 63.93 0.00 1/2"Ice 2.14 1.17 80.68 0.00 1"Ice 2.32 1.31 100.13 TA08025-B604 C From Face 3.00 0.0000 160.00 No Ice 1.96 1.03 63.93 0.00 1/2"Ice 2.14 1.17 80.68 0.00 1"Ice 2.32 1.31 100.13 TA08025-B605 A From Face 3.00 0.0000 160.00 No Ice 1.96 1.19 74.95 0.00 1/2"Ice 2.14 1.33 92.92 0.00 1"Ice 2.32 1.48 113.67 TA08025-B605 B From Face 3.00 0.0000 160.00 No Ice 1.96 1.19 74.95 0.00 1/2"Ice 2.14 1.33 92.92 0.00 1"Ice 2.32 1.48 113.67 TA08025-B605 C From Face 3.00 0.0000 160.00 No Ice 1.96 1.19 74.95 0.00 1/2"Ice 2.14 1.33 92.92 0.00 1"Ice 2.32 1.48 113.67 RDIDG9181-PF-48 A From Face 3.00 0.0000 160.00 No Ice 1.87 1.07 21.85 0.00 1/2"Ice 2.04 1.20 38.15 0.00 1"Ice 2.21 1.35 57.11 (3)Sector Frames A None 0.0000 160.00 No Ice 15.30 15.30 1373.08 1/2"Ice 16.50 16.50 1700.00 1"Ice 17.70 17.70 2026.92 ++ Tower Pressures - No Ice cH=0.850 Secrion z Kz qE A� F AF AR Aieg Leg C,iAA CAAA Elevation a % In Out c Face Face t t s tZ e t� tZ tZ tZ t� Tl 237.50 1.518 38 62.500 A 0.000 11.654 5.000 42.91 0.563 0.000 245.00-230.00 B 0.000 11.654 42.91 55.035 0.000 C 0.000 11.654 42.91 1.875 0.000 T2 225.00 1.501 37 41.667 A 0.000 7.343 3.333 45.39 0.375 0.000 230.00-220.00 B 0.000 7.343 45.39 36.690 0.000 C 0.000 7.343 45.39 1.250 0.000 T3 210.00 1.48 37 83.333 A 0.000 14.432 6.667 46.19 1.744 0.000 220.00-200.00 B 0.000 14.432 46.19 73.380 0.000 C 0.000 14.432 46.19 2.500 0.000 T4 190.00 1.449 36 83.333 A 0.000 14.432 6.667 46.19 29.424 0.000 200.00-180.00 B 0.000 14.432 46.19 74.064 0.000 C 0.000 14.432 46.19 2.689 0.000 T5 170.00 1.415 35 83.333 A 0.000 14.432 6.667 46.19 65.390 0.000 180.00-160.00 B 0.000 14.432 46.19 75.660 0.000 Job Page r i �;'�M���„� ALALB00134C 25 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Secrion z Kz qE A� F AF AR Aieg Leg C,iAA CAAA Elevation a % In Out c Face Face t t s tZ e t� tZ tZ tZ t� C 0.000 14.432 46.19 16.730 0.000 T6 150.00 1.378 34 83.333 A 0.000 14.432 6.667 46.19 65.608 0.000 160.00-140.00 B 0.000 14.432 46.19 75.660 0.000 C 0.000 14.432 46.19 33.580 0.000 T7 130.00 1.337 33 83.333 A 0.000 13.322 6.667 50.04 67.570 0.000 140.00-120.00 B 0.000 13.322 50.04 75.660 0.000 C 0.000 13.322 50.04 33.580 0.000 T8 110.00 1.291 32 83.333 A 0.000 13.322 6.667 50.04 67.570 0.000 120.00-100.00 B 0.000 13.322 50.04 75.660 0.000 C 0.000 13.322 50.04 33.632 0.000 T9 90.00 1.238 31 83.333 A 0.000 13.322 6.667 50.04 67.570 0.000 100.00-80.00 B 0.000 13.322 50.04 75.660 0.000 C 0.000 13.322 50.04 34.620 0.000 T10 70.00 1.174 29 83.333 A 0.000 13.322 6.667 50.04 67.570 0.000 80.00-60.00 B 0.000 13.322 50.04 75.660 0.000 C 0.000 13.322 50.04 34.620 0.000 Tll 50.00 1.094 27 83.333 A 0.000 13.322 6.667 50.04 67.570 0.000 60.00-40.00 B 0.000 13.322 50.04 75.660 0.000 C 0.000 13.322 50.04 34.620 0.000 T12 30.00 0.982 24 83.333 A 0.000 13.322 6.667 50.04 67.570 0.000 40.00-20.00 B 0.000 13.322 50.04 75.660 0.000 C 0.000 13.322 50.04 34.620 0.000 T13 20.00-5.00 12.50 0.85 21 62.500 A 0.000 10.046 5.000 49.77 41.403 0.000 B 0.000 10.046 49.77 45.510 0.000 C 0.000 10.046 49.77 21.920 0.000 T14 5.00-0.00 2.50 0.85 21 10.898 A 0.000 2.629 1.836 69.84 0.188 0.000 B 0.000 2.629 69.84 0.000 0.000 C 0.000 2.629 69.84 0.000 0.000 Tower Pressure - With Ice cH=0.850 Secrion z Kz qE tz A� F AF AR Aieg Leg C,iAA C,iAA Elevation a % In Out c Face Face t t s in tZ e tZ tZ t� tZ t� Tl 237.50 1.518 5 1.0355 65.089 A 0.000 32.579 10.177 31.24 3.669 0.000 245.00-230.00 B 0.000 32.579 31.24 73.435 0.000 C 0.000 32.579 31.24 4.981 0.000 T2 225.00 1.501 5 1.0299 43.383 A 0.000 20.216 6.766 33.47 2.435 0.000 230.00-220.00 B 0.000 20.216 33.47 48.903 0.000 C 0.000 20.216 33.47 3.310 0.000 T3 210.00 1.48 5 1.0228 86.743 A 0.000 39.403 13.485 34.22 7.402 0.000 220.00-200.00 B 0.000 39.403 34.22 97.668 0.000 C 0.000 39.403 34.22 6.591 0.000 T4 190.00 1.449 5 1.0126 86.709 A 0.000 39.155 13.417 34.27 70.466 0.000 200.00-180.00 B 0.000 39.155 34.27 101.863 0.000 C 0.000 39.155 34.27 7.955 0.000 T5 170.00 1.415 5 1.0014 86.671 A 0.000 38.881 13.343 34.32 143.816 0.000 180.00-160.00 B 0.000 38.881 34.32 111.774 0.000 C 0.000 38.881 34.32 35.939 0.000 T6 150.00 1.378 5 0.9890 86.630 A 0.000 38.577 13.260 34.37 143.914 0.000 160.00-140.00 B 0.000 38.577 34.37 111.395 0.000 C 0.000 38.577 34.37 67.718 0.000 T7 130.00 1.337 4 0.9749 86.583 A 0.000 37.125 13.166 35.46 148.799 0.000 Job Page r i �;'�M���„� ALALB00134C 26 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Secrion z Kz qz tz A� F AF AR Aieg Leg C,iAA C,iAA Elevation a % In Out c Face Face t t s in tZ e tZ tZ t� tZ t� 140.00-120.00 B 0.000 37.125 35.46 110.967 0.000 C 0.000 37.125 35.46 67.408 0.000 T8 110.00 1.291 4 0.9588 86.529 A 0.000 36.730 13.058 35.55 148.066 0.000 120.00-100.00 B 0.000 36.730 35.55 110.476 0.000 C 0.000 36.730 35.55 67.296 0.000 T9100.00-80.00 90.00 1.238 4 0.9397 86.466 A 0.000 36.265 12.931 35.66 147.203 0.000 B 0.000 36.265 35.66 109.897 0.000 C 0.000 36.265 35.66 71.432 0.000 T10 80.00-60.00 70.00 1.174 4 0.9164 86.388 A 0.000 35.696 12.776 35.79 146.147 0.000 B 0.000 35.696 35.79 109.189 0.000 C 0.000 35.696 35.79 70.825 0.000 T1160.00-40.00 50.00 1.094 4 0.8861 86.287 A 0.000 34.956 12.574 35.97 144.775 0.000 B 0.000 34.956 35.97 108.269 0.000 C 0.000 34.956 35.97 70.037 0.000 T12 40.00-20.00 30.00 0.982 3 0.8419 86.140 A 0.000 33.878 12.280 36.25 142.780 0.000 B 0.000 33.878 36.25 106.932 0.000 C 0.000 33.878 36.25 68.890 0.000 T13 20.00-5.00 12.50 0.85 3 0.7714 64.428 A 0.000 24.284 8.857 36.47 81.158 0.000 B 0.000 24.284 36.47 63.477 0.000 C 0.000 24.284 36.47 41.924 0.000 T14 5.00-0.00 2.50 0.85 3 0.6567 11.487 A 0.000 5.222 3.041 58.24 0.844 0.000 B 0.000 5.222 58.24 0.000 0.000 C 0.000 5.222 58.24 0.000 0.000 Tower Pressure - Service cH=0.850 Secrion z Kz qc Ac F AF AR Aieg Leg C,iAA CAAA Elevation a % In Out c Face Face t t s tZ e t� tZ tZ tZ t� Tl 237.50 1.518 12 62.500 A 0.000 11.654 5.000 42.91 0.563 0.000 245.00-230.00 B 0.000 11.654 42.91 55.035 0.000 C 0.000 11.654 42.91 1.875 0.000 T2 225.00 1.501 12 41.667 A 0.000 7.343 3.333 45.39 0.375 0.000 230.00-220.00 B 0.000 7.343 45.39 36.690 0.000 C 0.000 7.343 45.39 1.250 0.000 T3 210.00 1.48 11 83.333 A 0.000 14.432 6.667 46.19 1.744 0.000 220.00-200.00 B 0.000 14.432 46.19 73.380 0.000 C 0.000 14.432 46.19 2.500 0.000 T4 190.00 1.449 11 83.333 A 0.000 14.432 6.667 46.19 29.424 0.000 200.00-180.00 B 0.000 14.432 46.19 74.064 0.000 C 0.000 14.432 46.19 2.689 0.000 T5 170.00 1.415 11 83.333 A 0.000 14.432 6.667 46.19 65.390 0.000 180.00-160.00 B 0.000 14.432 46.19 75.660 0.000 C 0.000 14.432 46.19 16.730 0.000 T6 150.00 1.378 11 83.333 A 0.000 14.432 6.667 46.19 65.608 0.000 160.00-140.00 B 0.000 14.432 46.19 75.660 0.000 C 0.000 14.432 46.19 33.580 0.000 T7 130.00 1.337 10 83.333 A 0.000 13.322 6.667 50.04 67.570 0.000 140.00-120.00 B 0.000 13.322 50.04 75.660 0.000 C 0.000 13.322 50.04 33.580 0.000 T8 110.00 1.291 10 83.333 A 0.000 13.322 6.667 50.04 67.570 0.000 120.00-100.00 B 0.000 13.322 50.04 75.660 0.000 Job Page r i �;'�M���„� ALALB00134C 27 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Secrion z Kz qE A� F AF AR Aieg Leg C,iAA CAAA Elevation a % In Out c Face Face t t s tZ e t� tZ tZ tZ t� C 0.000 13.322 50.04 33.632 0.000 T9 90.00 1.238 10 83.333 A 0.000 13.322 6.667 50.04 67.570 0.000 100.00-80.00 B 0.000 13.322 50.04 75.660 0.000 C 0.000 13.322 50.04 34.620 0.000 T10 70.00 1.174 9 83.333 A 0.000 13.322 6.667 50.04 67.570 0.000 80.00-60.00 B 0.000 13.322 50.04 75.660 0.000 C 0.000 13.322 50.04 34.620 0.000 Tll 50.00 1.094 8 83.333 A 0.000 13.322 6.667 50.04 67.570 0.000 60.00-40.00 B 0.000 13.322 50.04 75.660 0.000 C 0.000 13.322 50.04 34.620 0.000 T12 30.00 0.982 8 83.333 A 0.000 13.322 6.667 50.04 67.570 0.000 40.00-20.00 B 0.000 13.322 50.04 75.660 0.000 C 0.000 13.322 50.04 34.620 0.000 T13 20.00-5.00 12.50 0.85 7 62.500 A 0.000 10.046 5.000 49.77 41.403 0.000 B 0.000 10.046 49.77 45.510 0.000 C 0.000 10.046 49.77 21.920 0.000 T14 5.00-0.00 2.50 0.85 7 10.898 A 0.000 2.629 1.836 69.84 0.188 0.000 B 0.000 2.629 69.84 0.000 0.000 C 0.000 2.629 69.84 0.000 0.000 Tower Forces - No Ice - Wind Normal To Face Section Add Self F e CF qz DF DR A& F w Ctrl. Elevation Weight Weight a Face c psf t lb lb e t� lb l Tl 237.90 1118.83 A 0.186 2.642 38 1 1 6.669 1496.92 99.79 B 245.00-230.00 B 0.186 2.642 1 1 6.669 C 0.186 2.642 1 1 6.669 T2 158.60 706.62 A 0.176 2.677 37 1 1 4.191 970.10 97.01 B 230.00-220.00 B 0.176 2.677 1 1 4.191 C 0.176 2.677 1 1 4.191 T3 321.13 1389.70 A 0.173 2.688 37 1 1 8.230 1918.73 95.94 B 220.00-200.00 B 0.173 2.688 1 1 8.230 C 0.173 2.688 1 1 8.230 T4 432.30 1389.70 A 0.173 2.688 36 1 1 8.230 2251.10 112.56 B 200.00-180.00 B 0.173 2.688 1 1 8.230 C 0.173 2.688 1 1 8.230 T5 658.20 1389.70 A 0.173 2.688 35 1 1 8.230 2740.67 137.03 B 180.00-160.00 B 0.173 2.688 1 1 8.230 C 0.173 2.688 1 1 8.230 T6 798.26 1389.70 A 0.173 2.688 34 1 1 8.230 2870.00 143.50 B 160.00-140.00 B 0.173 2.688 1 1 8.230 C 0.173 2.688 1 1 8.230 T7 804.20 1199.68 A 0.16 2.736 33 1 1 7.575 2778.53 138.93 B 140.00-120.00 B 0.16 2.736 1 1 7.575 C 0.16 2.736 1 1 7.575 T8 804.34 1199.68 A 0.16 2.736 32 1 1 7.575 2683.36 134.17 B 120.00-100.00 B 0.16 2.736 1 1 7.575 C 0.16 2.736 1 1 7.575 T9 807.00 1199.68 A 0.16 2.736 31 1 1 7.575 2587.78 129.39 B 100.00-80.00 B 0.16 2.736 1 1 7.575 C 0.16 2.736 1 1 7.575 T10 807.00 1199.68 A 0.16 2.736 29 1 1 7.575 2454.43 122.72 B 80.00-60.00 B 0.16 2.736 1 1 7.575 C 0.16 2.736 1 1 7.575 Tll 807.00 1199.68 A 0.16 2.736 27 1 1 7.575 2286.58 114.33 B Job Page r i �;'�M���„� ALALB00134C 28 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Section Add Self F e CF qz DF DR A& F w Ctrl. Elevation Weight Weight a Face c psf t lb lb e t� lb l 60.00-40.00 B 0.16 2.736 1 1 7.575 C 0.16 2.736 1 1 7.575 T12 807.00 1199.68 A 0.16 2.736 24 1 1 7.575 2053.44 102.67 B 40.00-20.00 B 0.16 2.736 1 1 7.575 C 0.16 2.736 1 1 7.575 T13 498.19 904.08 A 0.161 2.732 21 1 1 5.714 1129.78 75.32 B 20.00-5.00 B 0.161 2.732 1 1 5.714 C 0.161 2.732 1 1 5.714 T14 5.00-0.00 1.10 249.11 A 0.241 2.464 21 1 1 1.532 69.48 13.90 C B 0.241 2.464 1 1 1.532 C 0.241 2.464 1 1 1.532 Sum Wei ht: 7942.22 15735.53 28290.89 Tower Forces - No Ice - Wind 60 To Face Section Add Self F e CF qz DF DR A& F w Ctrl. Elevation Weight Weight a Face c psf t lb lb e t� lb l Tl 237.90 1118.83 A 0.186 2.642 38 0.8 1 6.669 1496.92 99.79 C 245.00-230.00 B 0.186 2.642 0.8 1 6.669 C 0.186 2.642 0.8 1 6.669 T2 158.60 706.62 A 0.176 2.677 37 0.8 1 4.191 970.10 97.01 C 230.00-220.00 B 0.176 2.677 0.8 1 4.191 C 0.176 2.677 0.8 1 4.191 T3 321.13 1389.70 A 0.173 2.688 37 0.8 1 8.230 1918.73 95.94 C 220.00-200.00 B 0.173 2.688 0.8 1 8.230 C 0.173 2.688 0.8 1 8.230 T4 432.30 1389.70 A 0.173 2.688 36 0.8 1 8.230 2251.10 112.56 C 200.00-180.00 B 0.173 2.688 0.8 1 8.230 C 0.173 2.688 0.8 1 8.230 T5 658.20 1389.70 A 0.173 2.688 35 0.8 1 8.230 2740.67 137.03 C 180.00-160.00 B 0.173 2.688 0.8 1 8.230 C 0.173 2.688 0.8 1 8.230 T6 798.26 1389.70 A 0.173 2.688 34 0.8 1 8.230 2870.00 143.50 C 160.00-140.00 B 0.173 2.688 0.8 1 8.230 C 0.173 2.688 0.8 1 8.230 T7 804.20 1199.68 A 0.16 2.736 33 0.8 1 7.575 2778.53 138.93 C 140.00-120.00 B 0.16 2.736 0.8 1 7.575 C 0.16 2.736 0.8 1 7.575 T8 804.34 1199.68 A 0.16 2.736 32 0.8 1 7.575 2683.36 134.17 C 120.00-100.00 B 0.16 2.736 0.8 1 7.575 C 0.16 2.736 0.8 1 7.575 T9 807.00 1199.68 A 0.16 2.736 31 0.8 1 7.575 2587.78 129.39 C 100.00-80.00 B 0.16 2.736 0.8 1 7.575 C 0.16 2.736 0.8 1 7.575 T10 807.00 1199.68 A 0.16 2.736 29 0.8 1 7.575 2454.43 122.72 C 80.00-60.00 B 0.16 2.736 0.8 1 7.575 C 0.16 2.736 0.8 1 7.575 Tll 807.00 1199.68 A 0.16 2.736 27 0.8 1 7.575 2286.58 114.33 C 60.00-40.00 B 0.16 2.736 0.8 1 7.575 C 0.16 2.736 0.8 1 7.575 T12 807.00 1199.68 A 0.16 2.736 24 0.8 1 7.575 2053.44 102.67 C 40.00-20.00 B 0.16 2.736 0.8 1 7.575 Job Page r i �;'�M���„� ALALB00134C 29 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Section Add Self F e CF qz DF DR A& F w Ctrl. Elevation Weight Weight a Face c psf t lb lb e t� lb l C 0.16 2.736 0.8 1 7.575 T13 498.19 904.08 A 0.161 2.732 21 0.8 1 5.714 1129.78 75.32 C 20.00-5.00 B 0.161 2.732 0.8 1 5.714 C 0.161 2.732 0.8 1 5.714 T14 5.00-0.00 1.10 249.11 A 0.241 2.464 21 0.8 1 1.532 69.48 13.90 C B 0.241 2.464 0.8 1 1.532 C 0.241 2.464 0.8 1 1.532 Sum Wei ht: 7942.22 15735.53 28290.89 Tower Forces - No Ice - Wind 90 To Face Section Add Self F e CF qz DF DR A& F w Ctrl. Elevation Weight Weight a Face c psf t lb lb e t� lb l Tl 237.90 1118.83 A 0.186 2.642 38 0.85 1 6.669 1407.86 93.86 C 245.00-230.00 B 0.186 2.642 0.85 1 6.669 C 0.186 2.642 0.85 1 6.669 T2 158.60 706.62 A 0.176 2.677 37 0.85 1 4.191 911.40 91.14 C 230.00-220.00 B 0.176 2.677 0.85 1 4.191 C 0.176 2.677 0.85 1 4.191 T3 321.13 1389.70 A 0.173 2.688 37 0.85 1 8.230 1805.19 90.26 C 220.00-200.00 B 0.173 2.688 0.85 1 8.230 C 0.173 2.688 0.85 1 8.230 T4 432.30 1389.70 A 0.173 2.688 36 0.85 1 8.230 2289.31 114.47 C 200.00-180.00 B 0.173 2.688 0.85 1 8.230 C 0.173 2.688 0.85 1 8.230 T5 658.20 1389.70 A 0.173 2.688 35 0.85 1 8.230 2989.59 149.48 C 180.00-160.00 B 0.173 2.688 0.85 1 8.230 C 0.173 2.688 0.85 1 8.230 T6 798.26 1389.70 A 0.173 2.688 34 0.85 1 8.230 3045.08 152.25 C 160.00-140.00 B 0.173 2.688 0.85 1 8.230 C 0.173 2.688 0.85 1 8.230 T7 804.20 1199.68 A 0.16 2.736 33 0.85 1 7.575 2948.42 147.42 C 140.00-120.00 B 0.16 2.736 0.85 1 7.575 C 0.16 2.736 0.85 1 7.575 T8 804.34 1199.68 A 0.16 2.736 32 0.85 1 7.575 2847.37 142.37 C 120.00-100.00 B 0.16 2.736 0.85 1 7.575 C 0.16 2.736 0.85 1 7.575 T9 807.00 1199.68 A 0.16 2.736 31 0.85 1 7.575 2745.01 137.25 C 100.00-80.00 B 0.16 2.736 0.85 1 7.575 C 0.16 2.736 0.85 1 7.575 T10 807.00 1199.68 A 0.16 2.736 29 0.85 1 7.575 2603.55 130.18 C 80.00-60.00 B 0.16 2.736 0.85 1 7.575 C 0.16 2.736 0.85 1 7.575 Tll 807.00 1199.68 A 0.16 2.736 27 0.85 1 7.575 2425.51 121.28 C 60.00-40.00 B 0.16 2.736 0.85 1 7.575 C 0.16 2.736 0.85 1 7.575 T12 807.00 1199.68 A 0.16 2.736 24 0.85 1 7.575 2178.20 108.91 C 40.00-20.00 B 0.16 2.736 0.85 1 7.575 C 0.16 2.736 0.85 1 7.575 T13 498.19 904.08 A 0.161 2.732 21 0.85 1 5.714 1200.42 80.03 C 20.00-5.00 B 0.161 2.732 0.85 1 5.714 C 0.161 2.732 0.85 1 5.714 Job Page r i �;'�M���„� ALALB00134C 30 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Section Add Self F e CF qz DF DR A& F w Ctrl. Elevation Weight Weight a Face c psf t lb lb e t� lb l T14 5.00-0.00 1.10 249.11 A 0.241 2.464 21 0.85 1 1.532 69.48 13.90 C B 0.241 2.464 0.85 1 1.532 C 0.241 2.464 0.85 1 1.532 Sum Wei ht: 7942.22 15735.53 29466.40 Tower Forces - With Ice - Wind Normal To Face Section Add Self F e CF qz DF DR A& F w Ctrl. Elevation Weight Weight a Face c psf t lb lb e t� lb l Tl 1004.06 1982.00 A 0.501 1.899 5 1 1 22.326 342.38 22.83 B 245.00-230.00 B 0.501 1.899 1 1 22.326 C 0.501 1.899 1 1 22.326 T2 667.02 1233.62 A 0.466 1.948 5 1 1 13.489 224.67 22.47 B 230.00-220.00 B 0.466 1.948 1 1 13.489 C 0.466 1.948 1 1 13.489 T3 1353.25 2406.89 A 0.454 1.967 5 1 1 26.060 445.62 22.28 B 220.00-200.00 B 0.454 1.967 1 1 26.060 C 0.454 1.967 1 1 26.060 T4 1992.87 2391.80 A 0.452 1.971 5 1 1 25.844 524.26 26.21 B 200.00-180.00 B 0.452 1.971 1 1 25.844 C 0.452 1.971 1 1 25.844 T5 3045.46 2375.32 A 0.449 1.976 5 1 1 25.607 676.08 33.80 A 180.00-160.00 B 0.449 1.976 1 1 25.607 C 0.449 1.976 1 1 25.607 T6 3425.08 2357.15 A 0.445 1.981 5 1 1 25.345 697.08' 34.85 A 160.00-140.00 B 0.445 1.981 1 1 25.345 C 0.445 1.981 1 1 25.345 T7 3439.59 2097.17 A 0.429 2.01 4 1 1 24.100 676.03' 33.80 A 140.00-120.00 B 0.429 2.01 1 1 24.100 C 0.429 2.01 1 1 24.100 T8 3399.58 2074.86 A 0.424 2.018 4 1 1 23.771 652.26� 32.61 A 120.00-100.00 B 0.424 2.018 1 1 23.771 C 0.424 2.018 1 1 23.771 T9 3384.94 2048.87 A 0.419 2.027 4 1 1 23.386 624.82� 31.24 A 100.00-80.00 B 0.419 2.027 1 1 23.386 C 0.419 2.027 1 1 23.386 T10 3323.94 2017.52 A 0.413 2.038 4 1 1 22.919 592.09� 29.60 A 80.00-60.00 B 0.413 2.038 1 1 22.919 C 0.413 2.038 1 1 22.919 Tll 3245.43 1977.55 A 0.405 2.054 4 1 1 22.318 550.95' 27.55 A 60.00-40.00 B 0.405 2.054 1 1 22.318 C 0.405 2.054 1 1 22.318 T12 3132.78 1920.96 A 0.393 2.077 3 1 1 21.457 493.93' 24.70 A 40.00-20.00 B 0.393 2.077 1 1 21.457 C 0.393 2.077 1 1 21.457 T13 1789.06 1384.00 A 0.377 2.112 3 1 1 15.215 270.65 18.04 A 20.00-5.00 B 0.377 2.112 1 1 15.215 C 0.377 2.112 1 1 15.215 T14 5.00-0.00 5.24 329.83 A 0.455 1.966 3 1 1 3.455 17.14 3.43 C B 0.455 1.966 1 1 3.455 C 0.455 1.966 1 1 3.455 Sum Wei ht: 33208.29 26597.53 �2.1A 6787.96 Job Page r i �;'�M���„� ALALB00134C 31 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Section Add Self F e CF qz DF DR A& F w Ctrl. Elevation Weight Weight a Face c psf t lb lb e t� lb l limit Tower Forces - With Ice - Wind 60 To Face Section Add Self F e CF qz DF DR A& F w Ctrl. Elevation Weight Weight a Face c psf t lb lb e t� lb l Tl 1004.06 1982.00 A 0.501 1.899 5 0.8 1 22.326 342.38 22.83 C 245.00-230.00 B 0.501 1.899 0.8 1 22.326 C 0.501 1.899 0.8 1 22.326 T2 667.02 1233.62 A 0.466 1.948 5 0.8 1 13.489 224.67 22.47 C 230.00-220.00 B 0.466 1.948 0.8 1 13.489 C 0.466 1.948 0.8 1 13.489 T3 1353.25 2406.89 A 0.454 1.967 5 0.8 1 26.060 445.62 22.28 C 220.00-200.00 B 0.454 1.967 0.8 1 26.060 C 0.454 1.967 0.8 1 26.060 T4 1992.87 2391.80 A 0.452 1.971 5 0.8 1 25.844 524.26 26.21 C 200.00-180.00 B 0.452 1.971 0.8 1 25.844 C 0.452 1.971 0.8 1 25.844 T5 3045.46 2375.32 A 0.449 1.976 5 0.8 1 25.607 676.08 33.80 B 180.00-160.00 B 0.449 1.976 0.8 1 25.607 C 0.449 1.976 0.8 1 25.607 T6 3425.08 2357.15 A 0.445 1.981 5 0.8 1 25.345 697.08� 34.85 B 160.00-140.00 B 0.445 1.981 0.8 1 25.345 C 0.445 1.981 0.8 1 25.345 T7 3439.59 2097.17 A 0.429 2.01 4 0.8 1 24.100 676.03' 33.80 B 140.00-120.00 B 0.429 2.01 0.8 1 24.100 C 0.429 2.01 0.8 1 24.100 T8 3399.58 2074.86 A 0.424 2.018 4 0.8 1 23.771 652.26' 32.61 B 120.00-100.00 B 0.424 2.018 0.8 1 23.771 C 0.424 2.018 0.8 1 23.771 T9 3384.94 2048.87 A 0.419 2.027 4 0.8 1 23.386 624.82� 31.24 B 100.00-80.00 B 0.419 2.027 0.8 1 23.386 C 0.419 2.027 0.8 1 23.386 T10 3323.94 2017.52 A 0.413 2.038 4 0.8 1 22.919 592.09� 29.60 B 80.00-60.00 B 0.413 2.038 0.8 1 22.919 C 0.413 2.038 0.8 1 22.919 Tll 3245.43 1977.55 A 0.405 2.054 4 0.8 1 22.318 550.95� 27.55 B 60.00-40.00 B 0.405 2.054 0.8 1 22.318 C 0.405 2.054 0.8 1 22.318 T12 3132.78 1920.96 A 0.393 2.077 3 0.8 1 21.457 493.93' 24.70 B 40.00-20.00 B 0.393 2.077 0.8 1 21.457 C 0.393 2.077 0.8 1 21.457 T13 1789.06 1384.00 A 0.377 2.112 3 0.8 1 15.215 270.65 18.04 B 20.00-5.00 B 0.377 2.112 0.8 1 15.215 C 0.377 2.112 0.8 1 15.215 T14 5.00-0.00 5.24 329.83 A 0.455 1.966 3 0.8 1 3.455 17.14 3.43 C B 0.455 1.966 0.8 1 3.455 C 0.455 1.966 0.8 1 3.455 Sum Weight: 33208.29 26597.53 �2.lAg 6787.96 limit Job Page r i �;'�M���„� ALALB00134C 32 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Tower Forces - With Ice - Wind 90 To Face Section Add Self F e CF qz DF DR A& F w Ctrl. Elevation Weight Weight a Face c psf t lb lb e t� lb l Tl 1004.06 1982.00 A 0.501 1.899 5 0.85 1 22.326 318.94 21.26 C 245.00-230.00 B 0.501 1.899 0.85 1 22.326 C 0.501 1.899 0.85 1 22.326 T2 667.02 1233.62 A 0.466 1.948 5 0.85 1 13.489 208.15 20.81 C 230.00-220.00 B 0.466 1.948 0.85 1 13.489 C 0.466 1.948 0.85 1 13.489 T3 1353.25 2406.89 A 0.454 1.967 5 0.85 1 26.060 413.65 20.68 C 220.00-200.00 B 0.454 1.967 0.85 1 26.060 C 0.454 1.967 0.85 1 26.060 T4 1992.87 2391.80 A 0.452 1.971 5 0.85 1 25.844 530.05 26.50 C 200.00-180.00 B 0.452 1.971 0.85 1 25.844 C 0.452 1.971 0.85 1 25.844 T5 3045.46 2375.32 A 0.449 1.976 5 0.85 1 25.607 689.97 34.50 C 180.00-160.00 B 0.449 1.976 0.85 1 25.607 C 0.449 1.976 0.85 1 25.607 T6 3425.08 2357.15 A 0.445 1.981 5 0.85 1 25.345 697.08� 34.85 C 160.00-140.00 B 0.445 1.981 0.85 1 25.345 C 0.445 1.981 0.85 1 25.345 T7 3439.59 2097.17 A 0.429 2.01 4 0.85 1 24.100 676.03� 33.80 C 140.00-120.00 B 0.429 2.01 0.85 1 24.100 C 0.429 2.01 0.85 1 24.100 T8 3399.58 2074.86 A 0.424 2.018 4 0.85 1 23.771 652.26� 32.61 C 120.00-100.00 B 0.424 2.018 0.85 1 23.771 C 0.424 2.018 0.85 1 23.771 T9 3384.94 2048.87 A 0.419 2.027 4 0.85 1 23.386 624.82� 31.24 C 100.00-80.00 B 0.419 2.027 0.85 1 23.386 C 0.419 2.027 0.85 1 23.386 T10 3323.94 2017.52 A 0.413 2.038 4 0.85 1 22.919 592.09' 29.60 C 80.00-60.00 B 0.413 2.038 0.85 1 22.919 C 0.413 2.038 0.85 1 22.919 Tll 3245.43 1977.55 A 0.405 2.054 4 0.85 1 22.318 550.95' 27.55 C 60.00-40.00 B 0.405 2.054 0.85 1 22.318 C 0.405 2.054 0.85 1 22.318 T12 3132.78 1920.96 A 0.393 2.077 3 0.85 1 21.457 493.93� 24.70 C 40.00-20.00 B 0.393 2.077 0.85 1 21.457 C 0.393 2.077 0.85 1 21.457 T13 1789.06 1384.00 A 0.377 2.112 3 0.85 1 15.215 274.57 18.30 C 20.00-5.00 B 0.377 2.112 0.85 1 15.215 C 0.377 2.112 0.85 1 15.215 T14 5.00-0.00 5.24 329.83 A 0.455 1.966 3 0.85 1 3.455 17.14 3.43 C B 0.455 1.966 0.85 1 3.455 C 0.455 1.966 0.85 1 3.455 Sum Weight: 33208.29 26597.53 �2.lAg 6739.61 limit Tower Forces - Service - Wind Normal To Face Job Page r i �;'�M���„� ALALB00134C 33 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Section Add Self F e CF qz DF DR A& F w Ctrl. Elevation Weight Weight a Face c psf t lb lb e t� lb l Tl 237.90 1118.83 A 0.186 2.642 12 1 1 6.669 468.81 31.25 B 245.00-230.00 B 0.186 2.642 1 1 6.669 C 0.186 2.642 1 1 6.669 T2 158.60 706.62 A 0.176 2.677 12 1 1 4.191 303.82 30.38 B 230.00-220.00 B 0.176 2.677 1 1 4.191 C 0.176 2.677 1 1 4.191 T3 321.13 1389.70 A 0.173 2.688 11 1 1 8.230 600.91 30.05 B 220.00-200.00 B 0.173 2.688 1 1 8.230 C 0.173 2.688 1 1 8.230 T4 432.30 1389.70 A 0.173 2.688 11 1 1 8.230 705.00 35.25 B 200.00-180.00 B 0.173 2.688 1 1 8.230 C 0.173 2.688 1 1 8.230 T5 658.20 1389.70 A 0.173 2.688 11 1 1 8.230 858.32 42.92 B 180.00-160.00 B 0.173 2.688 1 1 8.230 C 0.173 2.688 1 1 8.230 T6 798.26 1389.70 A 0.173 2.688 11 1 1 8.230 898.82 44.94 B 160.00-140.00 B 0.173 2.688 1 1 8.230 C 0.173 2.688 1 1 8.230 T7 804.20 1199.68 A 0.16 2.736 10 1 1 7.575 870.18 43.51 B 140.00-120.00 B 0.16 2.736 1 1 7.575 C 0.16 2.736 1 1 7.575 T8 804.34 1199.68 A 0.16 2.736 10 1 1 7.575 840.37 42.02 B 120.00-100.00 B 0.16 2.736 1 1 7.575 C 0.16 2.736 1 1 7.575 T9 807.00 1199.68 A 0.16 2.736 10 1 1 7.575 810.44 40.52 B 100.00-80.00 B 0.16 2.736 1 1 7.575 C 0.16 2.736 1 1 7.575 T10 807.00 1199.68 A 0.16 2.736 9 1 1 7.575 768.68 38.43 B 80.00-60.00 B 0.16 2.736 1 1 7.575 C 0.16 2.736 1 1 7.575 Tll 807.00 1199.68 A 0.16 2.736 8 1 1 7.575 716.11 35.81 B 60.00-40.00 B 0.16 2.736 1 1 7.575 C 0.16 2.736 1 1 7.575 T12 807.00 1199.68 A 0.16 2.736 8 1 1 7.575 643.09 32.15 B 40.00-20.00 B 0.16 2.736 1 1 7.575 C 0.16 2.736 1 1 7.575 T13 498.19 904.08 A 0.161 2.732 7 1 1 5.714 353.83 23.59 B 20.00-5.00 B 0.161 2.732 1 1 5.714 C 0.161 2.732 1 1 5.714 T14 5.00-0.00 1.10 249.11 A 0.241 2.464 7 1 1 1.532 21.76 4.35 C B 0.241 2.464 1 1 1.532 C 0.241 2.464 1 1 1.532 Sum Wei ht: 7942.22 15735.53 8860.13 Tower Forces - Service - Wind 60 To Face Section Add Self F e CF qz DF DR A& F w Ctrl. Elevation Weight Weight a Face c psf t lb lb e t� lb l Tl 237.90 1118.83 A 0.186 2.642 12 0.8 1 6.669 468.81 31.25 C 245.00-230.00 B 0.186 2.642 0.8 1 6.669 C 0.186 2.642 0.8 1 6.669 T2 158.60 706.62 A 0.176 2.677 12 0.8 1 4.191 303.82 30.38 C Job Page r i �;'�M���„� ALALB00134C 34 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Section Add Self F e CF qz DF DR A& F w Ctrl. Elevation Weight Weight a Face c psf t lb lb e t� lb l 230.00-220.00 B 0.176 2.677 0.8 1 4.191 C 0.176 2.677 0.8 1 4.191 T3 321.13 1389.70 A 0.173 2.688 11 0.8 1 8.230 600.91 30.05 C 220.00-200.00 B 0.173 2.688 0.8 1 8.230 C 0.173 2.688 0.8 1 8.230 T4 432.30 1389.70 A 0.173 2.688 11 0.8 1 8.230 705.00 35.25 C 200.00-180.00 B 0.173 2.688 0.8 1 8.230 C 0.173 2.688 0.8 1 8.230 T5 658.20 1389.70 A 0.173 2.688 11 0.8 1 8.230 858.32 42.92 C 180.00-160.00 B 0.173 2.688 0.8 1 8.230 C 0.173 2.688 0.8 1 8.230 T6 798.26 1389.70 A 0.173 2.688 11 0.8 1 8.230 898.82 44.94 C 160.00-140.00 B 0.173 2.688 0.8 1 8.230 C 0.173 2.688 0.8 1 8.230 T7 804.20 1199.68 A 0.16 2.736 10 0.8 1 7.575 870.18 43.51 C 140.00-120.00 B 0.16 2.736 0.8 1 7.575 C 0.16 2.736 0.8 1 7.575 T8 804.34 1199.68 A 0.16 2.736 10 0.8 1 7.575 840.37 42.02 C 120.00-100.00 B 0.16 2.736 0.8 1 7.575 C 0.16 2.736 0.8 1 7.575 T9 807.00 1199.68 A 0.16 2.736 10 0.8 1 7.575 810.44 40.52 C 100.00-80.00 B 0.16 2.736 0.8 1 7.575 C 0.16 2.736 0.8 1 7.575 T10 807.00 1199.68 A 0.16 2.736 9 0.8 1 7.575 768.68 38.43 C 80.00-60.00 B 0.16 2.736 0.8 1 7.575 C 0.16 2.736 0.8 1 7.575 Tll 807.00 1199.68 A 0.16 2.736 8 0.8 1 7.575 716.11 35.81 C 60.00-40.00 B 0.16 2.736 0.8 1 7.575 C 0.16 2.736 0.8 1 7.575 T12 807.00 1199.68 A 0.16 2.736 8 0.8 1 7.575 643.09 32.15 C 40.00-20.00 B 0.16 2.736 0.8 1 7.575 C 0.16 2.736 0.8 1 7.575 T13 498.19 904.08 A 0.161 2.732 7 0.8 1 5.714 353.83 23.59 C 20.00-5.00 B 0.161 2.732 0.8 1 5.714 C 0.161 2.732 0.8 1 5.714 T14 5.00-0.00 1.10 249.11 A 0.241 2.464 7 0.8 1 1.532 21.76 4.35 C B 0.241 2.464 0.8 1 1.532 C 0.241 2.464 0.8 1 1.532 Sum Wei ht: 7942.22 15735.53 8860.13 Tower Forces - Service - Wind 90 To Face Section Add Self F e CF qz DF DR A& F w Ctrl. Elevation Weight Weight a Face c psf t lb lb e t� lb l Tl 237.90 1118.83 A 0.186 2.642 12 0.85 1 6.669 440.91 29.39 C 245.00-230.00 B 0.186 2.642 0.85 1 6.669 C 0.186 2.642 0.85 1 6.669 T2 158.60 706.62 A 0.176 2.677 12 0.85 1 4.191 285.43 28.54 C 230.00-220.00 B 0.176 2.677 0.85 1 4.191 C 0.176 2.677 0.85 1 4.191 T3 321.13 1389.70 A 0.173 2.688 11 0.85 1 8.230 565.35 28.27 C 220.00-200.00 B 0.173 2.688 0.85 1 8.230 Job Page r i �;'�M���„� ALALB00134C 35 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Section Add Self F e CF qz DF DR A& F w Ctrl. Elevation Weight Weight a Face c psf t lb lb e t� lb l C 0.173 2.688 0.85 1 8.230 T4 432.30 1389.70 A 0.173 2.688 11 0.85 1 8.230 716.97 35.85 C 200.00-180.00 B 0.173 2.688 0.85 1 8.230 C 0.173 2.688 0.85 1 8.230 T5 658.20 1389.70 A 0.173 2.688 11 0.85 1 8.230 936.28 46.81 C 180.00-160.00 B 0.173 2.688 0.85 1 8.230 C 0.173 2.688 0.85 1 8.230 T6 798.26 1389.70 A 0.173 2.688 11 0.85 1 8.230 953.66 47.68 C 160.00-140.00 B 0.173 2.688 0.85 1 8.230 C 0.173 2.688 0.85 1 8.230 T7 804.20 1199.68 A 0.16 2.736 10 0.85 1 7.575 923.38 46.17 C 140.00-120.00 B 0.16 2.736 0.85 1 7.575 C 0.16 2.736 0.85 1 7.575 T8 804.34 1199.68 A 0.16 2.736 10 0.85 1 7.575 891.74 44.59 C 120.00-100.00 B 0.16 2.736 0.85 1 7.575 C 0.16 2.736 0.85 1 7.575 T9 807.00 1199.68 A 0.16 2.736 10 0.85 1 7.575 859.68 42.98 C 100.00-80.00 B 0.16 2.736 0.85 1 7.575 C 0.16 2.736 0.85 1 7.575 T10 807.00 1199.68 A 0.16 2.736 9 0.85 1 7.575 815.38 40.77 C 80.00-60.00 B 0.16 2.736 0.85 1 7.575 C 0.16 2.736 0.85 1 7.575 Tll 807.00 1199.68 A 0.16 2.736 8 0.85 1 7.575 759.62 37.98 C 60.00-40.00 B 0.16 2.736 0.85 1 7.575 C 0.16 2.736 0.85 1 7.575 T12 807.00 1199.68 A 0.16 2.736 8 0.85 1 7.575 682.17 34.11 C 40.00-20.00 B 0.16 2.736 0.85 1 7.575 C 0.16 2.736 0.85 1 7.575 T13 498.19 904.08 A 0.161 2.732 7 0.85 1 5.714 375.95 25.06 C 20.00-5.00 B 0.161 2.732 0.85 1 5.714 C 0.161 2.732 0.85 1 5.714 T14 5.00-0.00 1.10 249.11 A 0.241 2.464 7 0.85 1 1.532 21.76 4.35 C B 0.241 2.464 0.85 1 1.532 C 0.241 2.464 0.85 1 1.532 Sum Wei ht: 7942.22 15735.53 9228.28 Force Totals Does not include forces on u s Load i/ertical Sum of Sum of Sum ofTorques Case Forces Forces Forces X Z lb lb lb lb-t Leg Weight 8267.24 Bracing Weight 7468.29 Total Member Self-Weight 15735.53 Guy Weight 2609.09 Total Weight 33727.38 Wind 0 deg-No Ice 45.17 -38301.85 621.24 Wind 30 deg-No Ice 19931.95 -34714.71 5882.28 Wind 60 deg-No Ice 36783.38 -21399.66 -82.87 Wind 90 deg-No Ice 43623.22 -45.17 -10438.30 Wind 120 deg-No Ice 34608.37 20091.75 -5859.38 Wind 150 deg-No Ice 19180.73 33503.92 2239.77 Wind 180 deg-No Ice -45.17 38301.85 -621.24 Job Page r i �;'�M���„� ALALB00134C 36 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Load i/ertical Sum of Sum of Sum ofTorques Case Forces Forces Forces X Z lb lb lb lb-t Wind 210 deg-No Ice -19931.95 34714.71 -5882.28 Wind 240 deg-No Ice -36783.38 21399.66 82.87 Wind 270 deg-No Ice -43623.22 45.17 10438.30 Wind 300 deg-No Ice -34608.37 -20091.75 5859.38 Wind 330 deg-No Ice -19180.73 -33503.92 -2239.77 Member Ice 10862.00 Guy Ice 3887.39 Total Weight Ice 81513.53 Wind 0 deg-Ice 10.91 -8375.48 -237.50 Wind 30 deg-Ice 4297.34 -7468.46 487.05 Wind 60 deg-Ice 7845.11 -4556.55 -602.42 Wind 90 deg-Ice 9110.54 -10.91 -1828.41 Wind 120 deg-Ice 7702.39 4461.56 -983.10 Wind 150 deg-Ice 4274.43 7450.60 532.77 Wind 180 deg-Ice -10.91 8375.48 237.50 Wind 210 deg-Ice -4297.34 7468.46 -487.05 Wind 240 deg-Ice -7845.11 4556.55 602.42 Wind 270 deg-Ice -9110.54 10.91 1828.41 Wind 300 deg-Ice -7702.39 -4461.56 983.10 Wind 330 deg-Ice -4274.43 -7450.60 -532.77 Total Weight 33727.38 Wind 0 deg-Service 14.15 -11995.46 194.56 Wind 30 deg-Service 6242.33 -10872.03 1842.21 Wind 60 deg-Service 11519.89 -6701.99 -25.95 Wind 90 deg-Service 13662.00 -14.15 -3269.06 Wind 120 deg-Service 10838.72 6292.38 -1835.04 Wind 150 deg-Service 6007.06 10492.83 701.45 Wind 180 deg-Service -14.15 11995.46 -194.56 Wind 210 deg-Service -6242.33 10872.03 -1842.21 Wind 240 deg-Service -11519.89 6701.99 25.95 Wind 270 deg-Service -13662.00 14.15 3269.06 Wind 300 deg-Service -10838.72 -6292.38 1835.04 Wind 330 de -Service -6007.06 -10492.83 -701.45 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg-No Ice+1.0 Guy 3 1.2D+1.OW(pattern 1)0 deg-No Ice+1.0 Guy 4 1.2D+1.OW(pattern 2)0 deg-No Ice+1.0 Guy 5 1.2D+1.OW(pattern 3)0 deg-No Ice+1.0 Guy 6 1.2D+1.OW(pattern 4)0 deg-No Ice+1.0 Guy 7 1.2 Dead+1.0 Wind 30 deg-No Ice+1.0 Guy 8 1.2D+1.OW(pattern 1)30 deg-No Ice+1.0 Guy 9 1.2D+1.OW(pattern 2)30 deg-No Ice+1.0 Guy 10 1.2D+1.OW(pattern 3)30 deg-No Ice+1.0 Guy 11 1.2D+1.OW(pattern 4)30 deg-No Ice+1.0 Guy 12 1.2 Dead+1.0 Wind 60 deg-No Ice+1.0 Guy 13 1.2D+1.OW(pattern 1)60 deg-No Ice+1.0 Guy 14 1.2D+1.OW(pattern 2)60 deg-No Ice+1.0 Guy 15 1.2D+1.OW(pattern 3)60 deg-No Ice+1.0 Guy 16 1.2D+1.OW(pattern 4)60 deg-No Ice+1.0 Guy Job Page r i �;'�M���„� ALALB00134C 37 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Comb. Descriprion No. 17 1.2 Dead+1.0 Wind 90 deg-No Ice+1.0 Guy 18 1.2D+1.OW(pattern 1)90 deg-No Ice+1.0 Guy 19 1.2D+1.OW(pattern 2)90 deg-No Ice+1.0 Guy 20 1.2D+1.OW(pattern 3)90 deg-No Ice+1.0 Guy 21 1.2D+1.OW(pattern 4)90 deg-No Ice+1.0 Guy 22 1.2 Dead+1.0 Wind 120 deg-No Ice+1.0 Guy 23 1.2D+1.OW(pattern 1)120 deg-No Ice+1.0 Guy 24 1.2D+1.OW(pattern 2)120 deg-No Ice+1.0 Guy 25 1.2D+1.OW(pattern 3)120 deg-No Ice+1.0 Guy 26 1.2D+1.OW(pattern 4)120 deg-No Ice+1.0 Guy 27 1.2 Dead+1.0 Wind 150 deg-No Ice+1.0 Guy 28 1.2D+1.OW(pattern 1)150 deg-No Ice+1.0 Guy 29 1.2D+1.OW(pattern 2)150 deg-No Ice+1.0 Guy 30 1.2D+1.OW(pattern 3)150 deg-No Ice+1.0 Guy 31 1.2D+1.OW(pattern 4)150 deg-No Ice+1.0 Guy 32 1.2 Dead+1.0 Wind 180 deg-No Ice+1.0 Guy 33 1.2D+1.OW(pattern 1)180 deg-No Ice+1.0 Guy 34 1.2D+1.OW(pattern 2)180 deg-No Ice+1.0 Guy 35 1.2D+1.OW(pattern 3)180 deg-No Ice+1.0 Guy 36 1.2D+1.OW(pattern 4)180 deg-No Ice+1.0 Guy 37 1.2 Dead+1.0 Wind 210 deg-No Ice+1.0 Guy 38 1.2D+1.OW(pattern 1)210 deg-No Ice+1.0 Guy 39 1.2D+1.OW(pattern 2)210 deg-No Ice+1.0 Guy 40 1.2D+1.OW(pattern 3)210 deg-No Ice+1.0 Guy 41 1.2D+1.OW(pattern 4)210 deg-No Ice+1.0 Guy 42 1.2 Dead+1.0 Wind 240 deg-No Ice+1.0 Guy 43 1.2D+1.OW(pattern 1)240 deg-No Ice+1.0 Guy 44 1.2D+1.OW(pattern 2)240 deg-No Ice+1.0 Guy 45 1.2D+1.OW(pattern 3)240 deg-No Ice+1.0 Guy 46 1.2D+1.OW(pattern 4)240 deg-No Ice+1.0 Guy 47 1.2 Dead+1.0 Wind 270 deg-No Ice+1.0 Guy 48 1.2D+1.OW(pattern 1)270 deg-No Ice+1.0 Guy 49 1.2D+1.OW(pattern 2)270 deg-No Ice+1.0 Guy 50 1.2D+1.OW(pattern 3)270 deg-No Ice+1.0 Guy 51 1.2D+1.OW(pattern 4)270 deg-No Ice+1.0 Guy 52 1.2 Dead+1.0 Wind 300 deg-No Ice+1.0 Guy 53 1.2D+1.OW(pattern 1)300 deg-No Ice+1.0 Guy 54 1.2D+1.OW(pattern 2)300 deg-No Ice+1.0 Guy 55 1.2D+1.OW(pattern 3)300 deg-No Ice+1.0 Guy 56 1.2D+1.OW(pattern 4)300 deg-No Ice+1.0 Guy 57 1.2 Dead+1.0 Wind 330 deg-No Ice+1.0 Guy 58 1.2D+1.OW(pattern 1)330 deg-No Ice+1.0 Guy 59 1.2D+1.OW(pattern 2)330 deg-No Ice+1.0 Guy 60 1.2D+1.OW(pattern 3)330 deg-No Ice+1.0 Guy 61 1.2D+1.OW(pattern 4)330 deg-No Ice+1.0 Guy 62 1.2 Dead+1.0 Ice+1.0 Temp+Guy 63 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp+1.0 Guy 64 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp+1.0 Guy 65 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp+1.0 Guy 66 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp+1.0 Guy 67 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp+1.0 Guy 68 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp+1.0 Guy 69 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp+1.0 Guy 70 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp+1.0 Guy 71 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp+1.0 Guy 72 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp+1.0 Guy 73 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp+1.0 Guy 74 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp+1.0 Guy 75 Dead+Wind 0 deg-Service+Guy 76 Dead+Wind 30 deg-Service+Guy 77 Dead+Wind 60 deg-Service+Guy 78 Dead+Wind 90 deg-Service+Guy Job Page r i �;'�M���„� ALALB00134C 38 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Comb. Descriprion No. 79 Dead+Wind 120 deg-Service+Guy 80 Dead+Wind 150 deg-Service+Guy 81 Dead+Wind 180 deg-Service+Guy 82 Dead+Wind 210 deg-Service+Guy 83 Dead+Wind 240 deg-Service+Guy 84 Dead+Wind 270 deg-Service+Guy 85 Dead+Wind 300 deg-Service+Guy 86 Dead+Wind 330 deg-Service+Guy Maximum Tower Deflections - Service Wind Secrion Elevarion Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° ° Tl 245-230 2.330 77 0.0833 0.9900 T2 230-220 2.527 77 0.0935 0.9888 T3 220-200 2.692 77 0.0883 0.9940 T4 200-180 2.909 78 0.0380 1.0017 T5 180-160 2.867 84 0.0614 1.0046 T6 160-140 2.522 83 0.0978 0.9972 T7 140-120 2.202 83 0.0609 0.9877 T8 120-100 2.009 84 0.0525 0.9751 T9 100-80 1.781 84 0.0601 0.9539 T10 80-60 1.523 84 0.0538 0.9262 T11 60-40 1.331 84 0.0582 0.8995 T12 40-20 1.037 84 0.0896 0.8643 T13 20-5 0.579 84 0.1249 0.8211 T14 5-0 0.149 84 0.1394 0.7758 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflecrion Tilt Twist Radius of Load Curvature ft Comb. in ° ° sft 245.50 LNX-6515DS-A1M 77 2.330 0.0833 0.9900 74676 245.00 Flash Beacon Lighting 77 2.330 0.0833 0.9900 74676 230.17 Guy 77 2.524 0.0934 0.9887 30941 200.50 APXVSPPI&C 77 2.906 0.0390 1.0015 14078 186.00 SBNHH-1D65C 84 2.918 0.0410 1.0047 12431 170.00 RFVOlU-D1A 83 2.713 0.0890 1.0018 30697 160.00 MX08FR0665-20 V 83 2.522 0.0978 0.9972 52104 150.00 Guy 83 2.345 0.0824 0.9925 31194 142.00 1-Bay FM 83 2.227 0.0645 0.9887 25718 120.00 Side Lighting 84 2.009 0.0525 0.9751 62478 111.00 20'Dipole 84 1.916 0.0564 0.9662 63621 101.00 DB224-E 84 1.794 0.0600 0.9550 83864 80.17 Guy 84 1.524 0.0539 0.9265 36163 Maximum Tower Deflections - Desi n Wind Job Page r i �;'�M���„� ALALB00134C 39 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma �Secrion Elevarion Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° ° Tl 245-230 15.270 43 0.3321 2.4341 T2 230-220 15.900 43 0.3625 2.4302 T3 220-200 16.427 43 0.3451 2.4458 T4 200-180 17.048 43 0.1725 2.4685 T5 180-160 16.720 42 0.3314 2.4777 T6 160-140 15.281 42 0.4945 2.4588 T7 140-120 13.764 42 0.4176 2.4397 T8 120-100 12.489 46 0.4207 2.4197 T9 100-80 10.999 46 0.4635 2.3723 T10 80-60 9.275 46 0.4347 2.3047 T11 60-40 7.651 46 0.4335 2.2532 T12 40-20 5.623 46 0.5532 2.1744 T13 20-5 3.018 46 0.6751 2.0704 T14 5-0 0.769 46 0.7243 1.9569 Critical Deflections and Radius of Curvature - Desi n Wind Elevation Appurtenance Gov. Deflecrion Tilt Twist Radius of Load Curvature �t Comb. in ° ° s ft 245.50 LNX-6515DS-A1M 43 15.270 0.3321 2.4341 23102 245.00 Flash Beacon Lighting 43 15.270 0.3321 2.4341 23102 230.17 Guy 43 15.892 0.3625 2.4301 9670 200.50 APXVSPPI&C 43 17.045 0.1768 2.4680 3992 186.00 SBNHH-1D65C 42 16.955 0.2303 2.4776 3460 170.00 RFVOlU-D1A 42 16.081 0.4507 2.4704 6710 160.00 MX08FR0665-20 V 42 15.281 0.4945 2.4588 11291 150.00 Guy 42 14.489 0.4677 2.4483 10145 142.00 1-Bay FM 42 13.902 0.4267 2.4413 7725 120.00 Side Lighting 46 12.489 0.4207 2.4197 10479 111.00 20'Dipole 46 11.867 0.4455 2.4012 9800 101.00 DB224-E 46 11.083 0.4629 2.3751 9877 80.17 Guy 46 9.289 0.4352 2.3055 10100 Bolt Desi n Data Secrion Elevarion Component Bolt BoltSize Number Maximum Allowable Rario Allowable Criteria No. Type Grade Of Load Load Load Ratio ft in Bolts perBolt perBolt Allowable lb lb T1 245 Leg A325N 0.6250 5 0.00 27611.70 0.000 I/ 1 Bolt DS T2 230 Leg A325N 0.6250 5 716.84 27611.70 0.026 � 1 Bolt DS T3 220 Leg A325N 0.6250 5 7059.73 27611.70 0.256 � 1 Bolt DS T4 200 Leg A325N 0.6250 5 6663.11 27611.70 0.241 � 1 Bolt DS T5 180 Leg A325N 0.6250 5 0.00 27611.70 0.000 I/ 1 Bolt DS T6 160 Leg A325N 0.6250 5 0.00 27611.70 0.000 I/ 1 Bolt DS T7 140 Leg A325N 0.6250 5 0.00 27611.70 0.000 � 1 Bolt DS T8 120 Leg A325N 0.6250 5 0.00 27611.70 0.000 I/ 1 Bolt DS Job Page r i �;'�M���„� ALALB00134C 40 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma �Secrion Elevarion Component Bolt BoltSize Number Maximum Allowable Rario Allowable Criteria No. Type Grade Of Load Load Load Ratio ft in Bolts perBolt perBolt Allowable lb lb T9 100 Leg A325N 0.6250 5 0.00 27611.70 0.000 � 1 Bolt DS T10 80 Leg A325N 0.6250 5 0.00 27611.70 0.000 � 1 Bolt DS Tl l 60 Leg A325N 0.6250 5 0.00 27611.70 0.000 I/ 1 Bolt DS T12 40 Leg A325N 0.6250 5 0.00 27611.70 0.000 I/ 1 Bolt DS T13 20 Leg A325N 0.6250 5 0.00 27611.70 0.000 � 1 Bolt DS Gu Desi n Data � Secrion Elevarion Size Inirial Breaking Actual Allowable Required Actual No. Tension Load T �T„ S.F. S.F. ft lb lb lb lb Tl 230.17(A) 7/8 BS 9200.00 92000.13 26739.00 55200.00 1.000 2.064 � (969) 230.17(B) 7/8 BS 9200.00 92000.13 27153.40 55200.00 1.000 2.033 � (968) 230.17(C) 7/8 BS 9200.00 92000.13 27221.30 55200.00 1.000 2 028 � (96'� T6 150.00(A) 13/16 BS 8000.00 79999.92 29711.30 48000.00 1.000 1.616 I� (972) 150.00(B) 13/16 BS 8000.00 79999.92 32144.20 48000.00 1.000 1.493 �/ (971) 150.00(C) 13/16 BS 8000.00 79999.92 32128.10 48000.00 1.000 1.494 � (970) T9 80.17(A) 9/16 EHS 3500.00 35000.04 12420.60 21000.00 1.000 1.691 � (975) 80.17(B)(974) 9/16 EHS 3500.00 35000.04 13800.10 21000.00 1.000 1.522 I/ 80.17(C)(973) 9/16 EHS 3500.00 35000.04 13791.80 21000.00 1.000 1.523 � Com ression Checks Le Desi n Data Com ression � Secrion Elevarion Size L L„ Kl/r A P„ �P„ Rario � No. P„ ft ft ft in� lb lb �pn Tl 245-230 2 15.00 2.10 50.3 3.1416 -16957.50 117508.00 0.144' K=1.00 �f T2 230-220 2 10.00 2.42 58.0 3.1416 -25797.80 110545.00 0.233' K=1.00 � T3 220-200 2 20.00 2.46 59.0 3.1416 -57237.90 109604.00 0.522' K=1.00 � T4 200-180 2 20.00 2.46 59.0 3.1416 -63945.10 109604.00 0.583' Job Page r i �;'�M���„� ALALB00134C 41 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Secrion Elevarion Size L L„ Kl/r A P„ �P„ Rario� No. P„ ft ft ft in� lb lb �pn K=1.00 - �f J T5 180-160 2 20.00 2.46 59.0 3.1416 -55824.60 109604.00 0.509' K=1.00 � T6 160-140 2 20.00 2.46 59.0 3.1416 -49966.30 109604.00 0.456' K=1.00 � T7 140-120 2 20.00 2.46 59.0 3.1416 -41531.70 109604.00 0.379' K=1.00 � T8 120-100 2 20.00 2.46 59.0 3.1416 -39733.70 109604.00 0.363' K=1.00 � T9 100-80 2 20.00 2.46 59.0 3.1416 -49483.00 109604.00 0.451 ' K=1.00 � T10 80-60 2 20.00 2.46 59.0 3.1416 -50643.90 109604.00 0.462' K=1.00 �/ Tl l 60-40 2 20.00 2.46 59.0 3.1416 -58001.40 109604.00 0.529' K=1.00 �f T12 40-20 2 20.00 2.46 59.0 3.1416 -58397.70 109604.00 0.533' K=1.00 � T13 20-5 2 15.00 2.44 58.7 3.1416 -52754.30 109918.00 0.480' K=1.00 �f T14 5-0 2 5.51 2.75 66.1 3.1416 -52231.80 102721.00 0.508' K=1.00 � i P u /�Pn controls Dia onal Desi n Data Com ression � Secrion Elevarion Size L L„ Kl/r A P„ �P„ Rario No. P„ ft ft ft in� lb lb �pn Tl 245-230 7/8 4.52 2.16 107.6 0.6013 -1685.68 10591.30 0.159' . K=0.91 � T2 230-220 7/8 4.67 2.24 110.6 0.6013 -3184.50 10237.40 0.311 ' K=0.90 � T3 220-200 7/8 4.70 2.25 111.1 0.6013 -3107.88 10176.30 0.305' K=0.90 � T4 200-180 7/8 4.70 2.25 111.1 0.6013 -2596.62 10176.30 0.255' K=0.90 � T5 180-160 7/8 4.70 2.25 111.1 0.6013 -4710.66 10176.30 0.463' K=0.90 � T6 160-140 7/8 4.70 2.25 111.1 0.6013 -5409.78 10176.30 0.532' K=0.90 � T7 140-120 3/4 4.70 2.25 129.6 0.4418 -2560.39 5913.49 0.433' K=0.90 � T8 120-100 3/4 4.70 2.25 129.6 0.4418 -1643.54 5913.49 0.278' K=0.90 � T9 100-80 3/4 4.70 2.25 129.6 0.4418 -2446.94 5913.49 0.414' K=0.90 � T10 80-60 3/4 4.70 2.25 129.6 0.4418 -3106.81 5913.49 0.525' K=0.90 �f Job Page r i �;'�M���„� ALALB00134C 42 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Secrion Elevarion Size L L„ Kl/r A P„ �P„ Rario� No. P„ ft ft ft in� lb lb � Tl l 60-40 3/4 4.70 2.25 129.6 0.4418 -2313.12 5913.49 0.391 ' K=0.90 �/ T12 40-20 3/4 4.70 2.25 129.6 0.4418 -2126.55 5913.49 0.360' K=0.90 �/ T13 20-5 3/4 4.69 2.25 129.4 0.4418 -2229.17 5929.66 0.376' K=0.90 � T14 5-0 3/4 3.79 2.39 137.7 0.4418 -2151.09 5266.43 0.408' K=0.90 � i P u /�Pn controls Horizontal Desi n Data Com ression � Secrion Elevarion Size L L„ Kl/r A P„ �P„ Rario No. P„ ft ft ft in� lb lb �pn � Tl 245-230 7/8 4.00 3.83 147.2 0.6013 -1164.61 6269.46 0.186'� K=0.70 �f T2 230-220 7/8 4.00 3.83 147.2 0.6013 -493.39 6269.46 0.079' K=0.70 �f T3 220-200 7/8 4.00 3.83 147.2 0.6013 -1024.63 6269.46 0.163' K=0.70 �f T4 200-180 7/8 4.00 3.83 147.2 0.6013 -1107.56 6269.46 0.177' K=0.70 :� T5 180-160 7/8 4.00 3.83 147.2 0.6013 -1005.15 6269.46 0.160' K=0.70 � T6 160-140 7/8 4.00 3.83 147.2 0.6013 -1109.21 6269.46 0.177' K=0.70 �/ T7 140-120 3/4 4.00 3.83 171.7 0.4418 -744.90 3384.10 0.220' K=0.70 � T8 120-100 3/4 4.00 3.83 171.7 0.4418 -688.21 3384.10 0.203' K=0.70 � T9 100-80 3/4 4.00 3.83 171.7 0.4418 -893.99 3384.10 0.264' K=0.70 �/ T10 80-60 3/4 4.00 3.83 171.7 0.4418 -906.16 3384.10 0.268' K=0.70 �f Tl l 60-40 3/4 4.00 3.83 171.7 0.4418 -1022.75 3384.10 0.302' K=0.70 � T12 40-20 3/4 4.00 3.83 171.7 0.4418 -1022.79 3384.10 0.302' K=0.70 � T13 20-5 3/4 4.00 3.83 171.7 0.4418 -941.58 3384.10 0.278' K=0.70 � T14 5-0 3/4 2.00 1.83 84.5 0.4418 -970.96 9830.73 0.099' K=0.72 � i P u /�Pn controls Job Page r i �;'�M���„� ALALB00134C 43 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma To Girt Desi n Data Com ression Secrion Elevarion Size L L„ Kl/r A P„ �P„ Rario No. P„ ft ft ft in� lb lb �pn Tl 245-230 7/8 4.00 3.83 147.2 0.6013 -464.57 6269.46 0.074' K=0.70 � T2 230-220 7/8 4.00 3.83 147.2 0.6013 -493.39 6269.46 0.079' K=0.70 � T3 220-200 7/8 4.00 3.83 147.2 0.6013 -1024.63 6269.46 0.163' K=0.70 �/ T4 200-180 7/8 4.00 3.83 147.2 0.6013 -1107.56 6269.46 0.177' K=0.70 � T5 180-160 7/8 4.00 3.83 147.2 0.6013 -1005.15 6269.46 0.160' K=0.70 � T6 160-140 7/8 4.00 3.83 147.2 0.6013 -865.44 6269.46 0.138' K=0.70 � T7 140-120 3/4 4.00 3.83 171.7 0.4418 -744.90 3384.10 0.220' K=0.70 � T8 120-100 3/4 4.00 3.83 171.7 0.4418 -688.21 3384.10 0.203' K=0.70 � T9 100-80 3/4 4.00 3.83 171.7 0.4418 -893.99 3384.10 0.264' K=0.70 � T10 80-60 3/4 4.00 3.83 171.7 0.4418 -906.16 3384.10 0.268' K=0.70 � Tl l 60-40 3/4 4.00 3.83 171.7 0.4418 -1022.75 3384.10 0.302' K=0.70 �f T12 40-20 3/4 4.00 3.83 171.7 0.4418 -1022.79 3384.10 0.302' K=0.70 �f T13 20-5 3/4 4.00 3.83 171.7 0.4418 -941.58 3384.10 0.278' K=0.70 � T14 5-0 3/4 3.87 3.70 165.8 0.4418 -970.96 3632.39 0.267' K=0.70 � i P u /�Pn controls Bottom Girt Desi n Data Com ression Secrion Elevarion Size L L„ Kl/r A P„ �P„ Rario No. P„ ft ft ft in� lb lb �p„ Tl 245-230 7/8 4.00 3.83 147.2 0.6013 -327.39 6269.46 0.052' � K=0.70 �f T2 230-220 7/8 4.00 3.83 147.2 0.6013 -493.39 6269.46 0.079' K=0.70 � T3 220-200 7/8 4.00 3.83 147.2 0.6013 -1024.63 6269.46 0.163' K=0.70 �f T4 200-180 7/8 4.00 3.83 147.2 0.6013 -1107.56 6269.46 0.177' K=0.70 � T5 180-160 7/8 4.00 3.83 147.2 0.6013 -1005.15 6269.46 0.160' K=0.70 � T6 160-140 7/8 4.00 3.83 147.2 0.6013 -865.44 6269.46 0.138' Job Page r i �;'�M���„� ALALB00134C 44 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Secrion Elevarion Size L L„ Kl/r A P„ �P„ Rario� No. P„ ft ft ft in� lb lb �pn - K=0.70 �f J T7 140-120 3/4 4.00 3.83 171.7 0.4418 -744.90 3384.10 0.220' K=0.70 � T8 120-100 3/4 4.00 3.83 171.7 0.4418 -688.21 3384.10 0.203' K=0.70 � T9 100-80 3/4 4.00 3.83 171.7 0.4418 -893.99 3384.10 0.264' K=0.70 � T10 80-60 3/4 4.00 3.83 171.7 0.4418 -906.16 3384.10 0.268' K=0.70 � Tl l 60-40 3/4 4.00 3.83 171.7 0.4418 -1022.75 3384.10 0.302' K=0.70 �/ T12 40-20 3/4 4.00 3.83 171.7 0.4418 -1022.79 3384.10 0.302' K=0.70 �/ T13 20-5 3/4 4.00 3.83 171.7 0.4418 -941.58 3384.10 0.278' K=0.70 � i P u /�Pn controls Tension Checks Le Desi n Data Tension � Secrion Elevarion Size L L„ Kl/r A P„ �P„ Rario No. P„ ft ft ft in� lb lb �pn Tl 245-230 2 15.00 2.10 50.3 3.1416 12874.40 141372.00 0.091'# Y T2 230-220 2 10.00 0.17 4.0 1.7942 3584.21 87466.00 0.041'" Y T3 220-200 2 20.00 0.17 4.0 1.7942 35298.60 87466.00 0.404'" � T4 200-180 2 20.00 0.17 4.0 1.7942 33315.60 87466.00 0.3+8�1'" Y T5 180-160 2 20.00 0.17 4.0 3.1416 33314.20 141372.00 0.236'" F' T6 160-140 2 20.00 2.46 59.0 3.1416 17760.20 141372.00 0.126'" � i P u /�Pn controls #Based on net area of leg in section below Dia onal Desi n Data Tension Job Page r i �;'�M���„� ALALB00134C 45 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Secrion Elevarion Size L L„ Kl/r A P„ �P„ Rario� No. P„ ft ft ft in� lb lb � Tl 245-230 7/8 4.52 2.16 118.7 0.6013 2399.95 19482.80 0.+12�3' Y T2 230-220 7/8 4.67 2.24 122.8 0.6013 2805.00 19482.80 0.J14�4' Y T3 220-200 7/8 4.70 2.25 123.4 0.6013 2383.11 19482.80 0.122' Y T4 200-180 7/8 4.70 2.25 123.4 0.6013 1682.35 19482.80 0.086' Y T5 180-160 7/8 4.70 2.25 123.4 0.6013 3928.27 19482.80 0.202' Y T6 160-140 7/8 4.70 2.25 123.4 0.6013 5881.31 19482.80 0.302' Y T7 140-120 3/4 4.70 2.25 144.0 0.4418 1592.74 14313.90 0.111 ' � T8 120-100 3/4 4.70 2.25 144.0 0.4418 494.67 14313.90 0.035' Y T9 100-80 3/4 4.70 2.25 144.0 0.4418 1826.74 14313.90 0.128' � T10 80-60 3/4 4.70 2.25 144.0 0.4418 1943.08 14313.90 0.136' F' Tl l 60-40 3/4 4.70 2.25 144.0 0.4418 863.46 14313.90 0.060' � T12 40-20 3/4 4.70 2.25 144.0 0.4418 867.49 14313.90 0.0J6�1 ' Y T13 20-5 3/4 4.69 2.25 143.8 0.4418 2389.92 14313.90 0.1+6�7' Y T14 5-0 3/4 3.79 2.39 153.0 0.4418 479.63 14313.90 0.034' F' i P u /�Pn controls Horizontal Desi n Data Tension � Secrion Elevarion Size L L„ Kl/r A P„ �P„ Rario No. P„ ft ft ft in� lb lb � Tl 245-230 7/8 4.00 3.83 210.3 0.6013 327.39 19482.80 0.017' Y T2 230-220 7/8 4.00 3.83 210.3 0.6013 790.25 19482.80 0.041 ' � T3 220-200 7/8 4.00 3.83 210.3 0.6013 1661.15 19482.80 0.085' � T4 200-180 7/8 4.00 3.83 210.3 0.6013 2129.70 19482.80 0.109' Y T5 180-160 7/8 4.00 3.83 210.3 0.6013 1812.16 19482.80 0.093' � T6 160-140 7/8 4.00 3.83 210.3 0.6013 8025.18 19482.80 0.412' Y T7 140-120 3/4 4.00 3.83 245.3 0.4418 1186.19 14313.90 0.083' Job Page r i �;'�M���„� ALALB00134C 46 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Secrion Elevarion Size L L„ Kl/r A P„ �P„ Rario� No. P„ ft ft ft in� lb lb �pn - - - ��, T8 120-100 3/4 4.00 3.83 245.3 0.4418 1278.72 14313.90 0.0+8�9' Y T9 100-80 3/4 4.00 3.83 245.3 0.4418 1157.26 14313.90 0.0•8�1 ' Y T10 80-60 3/4 4.00 3.83 245.3 0.4418 1412.61 14313.90 0.099' Y Tl l 60-40 3/4 4.00 3.83 245.3 0.4418 1636.24 14313.90 0.114' Y T12 40-20 3/4 4.00 3.83 245.3 0.4418 1644.02 14313.90 0.115' � T13 20-5 3/4 4.00 3.83 245.3 0.4418 1515.71 14313.90 0.106' Y T14 5-0 3/4 2.00 1.83 117.3 0.4418 1148.40 14313.90 0.0+8�0' Y i P u /�Pn controls To Girt Desi n Data Tension � Secrion Elevarion Size L L„ Kl/r A P„ �P„ Rario No. P„ ft ft ft in� lb lb � Tl 245-230 7/8 4.00 3.83 210.3 0.6013 489.63 19482.80 0.025' Y T2 230-220 7/8 4.00 3.83 210.3 0.6013 1099.92 19482.80 0.0+5�6' Y T3 220-200 7/8 4.00 3.83 210.3 0.6013 1024.63 19482.80 0.053' Y T4 200-180 7/8 4.00 3.83 210.3 0.6013 1107.56 19482.80 0.057' Y T5 180-160 7/8 4.00 3.83 210.3 0.6013 1378.94 19482.80 0.071 ' � T6 160-140 7/8 4.00 3.83 210.3 0.6013 1522.02 19482.80 0.0+7�8' Y T7 140-120 3/4 4.00 3.83 245.3 0.4418 857.22 14313.90 0.060' � T8 120-100 3/4 4.00 3.83 245.3 0.4418 688.21 14313.90 0.048' Y T9 100-80 3/4 4.00 3.83 245.3 0.4418 893.99 14313.90 0.062' � T10 80-60 3/4 4.00 3.83 245.3 0.4418 1390.05 14313.90 0.097' � Tl l 60-40 3/4 4.00 3.83 245.3 0.4418 1022.75 14313.90 0.071 ' Y T12 40-20 3/4 4.00 3.83 245.3 0.4418 1022.79 14313.90 0.071 ' Y T13 20-5 3/4 4.00 3.83 245.3 0.4418 1018.71 14313.90 0.0+7�1 ' Y Job Page r i �;'�M���„� ALALB00134C 47 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Secrion Elevarion Size L L„ Kl/r A P„ �P„ Rario� No. P„ ft ft ft in� lb lb � T14 5-0 3/4 3.87 3.70 236.8 0.4418 6729.93 14313.90 0.4+7�0' Y i P u /�Pn controls Bottom Girt Desi n Data Tension � Secrion Elevarion Size L L„ Kl/r A P„ �P„ Rario � No. P„ ft ft ft in� lb lb �pn � Tl 245-230 7/8 4.00 3.83 210.3 0.6013 5253.67 19482.80 0.2+7�0' � Y T2 230-220 7/8 4.00 3.83 210.3 0.6013 1109.89 19482.80 0.057' Y T3 220-200 7/8 4.00 3.83 210.3 0.6013 1421.01 19482.80 0.073' Y T4 200-180 7/8 4.00 3.83 210.3 0.6013 1107.56 19482.80 0.057' Y T5 180-160 7/8 4.00 3.83 210.3 0.6013 1189.86 19482.80 0.061 ' F' T6 160-140 7/8 4.00 3.83 210.3 0.6013 1014.07 19482.80 0.052' Y T7 140-120 3/4 4.00 3.83 245.3 0.4418 766.56 14313.90 0.0+5�4' Y T8 120-100 3/4 4.00 3.83 245.3 0.4418 688.21 14313.90 0.0+4�8' Y T9 100-80 3/4 4.00 3.83 245.3 0.4418 4487.89 14313.90 0.314' Y T10 80-60 3/4 4.00 3.83 245.3 0.4418 1015.87 14313.90 0.071 ' � Tl l 60-40 3/4 4.00 3.83 245.3 0.4418 1022.75 14313.90 0.071 ' � T12 40-20 3/4 4.00 3.83 245.3 0.4418 1022.79 14313.90 0.0+7�1 ' Y T13 20-5 3/4 4.00 3.83 245.3 0.4418 5970.09 14313.90 0.417' � i P u /�Pn controls Section Ca acit Table Secrion Elevarion Component Size Crirical P �P�iow % Pass No. � Type Element lb lb Capacity Fail T1 245-230 Leg 2 1 -16957.50 117508.00 14.4 Pass T2 230-220 Leg 2 71 -25797.80 110545.00 23.3 Pass T3 220-200 Leg 2 112 -57237.90 109604.00 52.2 Pass T4 200-180 Leg 2 190 -63945.10 109604.00 58.3 Pass Job Page r i �;'�M���„� ALALB00134C 48 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Secrion Elevarion Component Size Crirical P �P�iow % Pass No. � Type Element lb lb Capacity Fail T5 180-160 Leg 2 269 -55824.60 109604.00 50.9 Pass T6 160-140 Leg 2 346 -49966.30 109604.00 45.6 Pass T7 140-120 Leg 2 424 -41531.70 109604.00 37.9 Pass T8 120-100 Leg 2 502 -39733.70 109604.00 36.3 Pass T9 100-80 Leg 2 580 -49483.00 109604.00 45.1 Pass T10 80-60 Leg 2 659 -50643.90 109604.00 46.2 Pass Tl l 60-40 Leg 2 737 -58001.40 109604.00 52.9 Pass T12 40-20 Leg 2 815 -58397.70 109604.00 53.3 Pass T13 20-5 Leg 2 893 -52754.30 109918.00 48.0 Pass T14 5-0 Leg 2 953 -52231.80 102721.00 50.8 Pass T1 245-230 Diagonal 7/8 20 -1685.68 10591.30 15.9 Pass T2 230-220 Diagonal 7/8 111 -3184.50 10237.40 31.1 Pass T3 220-200 Diagonal 7/8 189 -3107.88 10176.30 30.5 Pass T4 200-180 Diagonal 7/8 201 -2596.62 10176.30 25.5 Pass T5 180-160 Diagonal 7/8 279 -4710.66 10176.30 46.3 Pass T6 160-140 Diagonal 7/8 403 -5409.78 10176.30 53.2 Pass T7 140-120 Diagonal 3/4 496 -2560.39 5913.49 43.3 Pass T8 120-100 Diagonal 3/4 513 -1643.54 5913.49 27.8 Pass T9 100-80 Diagonal 3/4 600 -2446.94 5913.49 41.4 Pass T10 80-60 Diagonal 3/4 730 -3106.81 5913.49 52.5 Pass Tl l 60-40 Diagonal 3/4 808 -2313.12 5913.49 39.1 Pass T12 40-20 Diagonal 3/4 826 -2126.55 5913.49 36.0 Pass T13 20-5 Diagonal 3/4 912 -2229.17 5929.66 37.6 Pass T14 5-0 Diagonal 3/4 965 -2151.09 5266.43 40.8 Pass T1 245-230 Horizontal 7/8 17 -1164.61 6269.46 18.6 Pass T2 230-220 Horizontal 7/8 85 -493.39 6269.46 7.9 Pass T3 220-200 Horizontal 7/8 138 -1024.63 6269.46 16.3 Pass T4 200-180 Horizontal 7/8 207 -1107.56 6269.46 17.7 Pass T5 180-160 Horizontal 7/8 283 -1005.15 6269.46 16.0 Pass T6 160-140 Horizontal 7/8 389 8025.18 19482.80 41.2 Pass T7 140-120 Horizontal 3/4 450 -744.90 3384.10 22.0 Pass T8 120-100 Horizontal 3/4 528 -688.21 3384.10 20.3 Pass T9 100-80 Horizontal 3/4 597 -893.99 3384.10 26.4 Pass T10 80-60 Horizontal 3/4 673 -906.16 3384.10 26.8 Pass Tl l 60-40 Horizontal 3/4 751 -1022.75 3384.10 30.2 Pass T12 40-20 Horizontal 3/4 829 -1022.79 3384.10 30.2 Pass T13 20-5 Horizontal 3/4 916 -941.58 3384.10 27.8 Pass T14 5-0 Horizontal 3/4 958 -970.96 9830.73 9.9 Pass T1 245-230 Top Girt 7/8 5 -464.57 6269.46 7.4 Pass T2 230-220 Top Girt 7/8 73 -493.39 6269.46 7.9 Pass T3 220-200 Top Girt 7/8 117 -1024.63 6269.46 16.3 Pass T4 200-180 Top Girt 7/8 195 -1107.56 6269.46 17.7 Pass T5 180-160 Top Girt 7/8 271 -1005.15 6269.46 16.0 Pass T6 160-140 Top Girt 7/8 351 -865.44 6269.46 13.8 Pass T7 140-120 Top Girt 3/4 429 -744.90 3384.10 22.0 Pass T8 120-100 Top Girt 3/4 507 -688.21 3384.10 20.3 Pass T9 100-80 Top Girt 3/4 585 -893.99 3384.10 26.4 Pass T10 80-60 Top Girt 3/4 661 -906.16 3384.10 26.8 Pass Tl l 60-40 Top Girt 3/4 739 -1022.75 3384.10 30.2 Pass T12 40-20 Top Girt 3/4 817 -1022.79 3384.10 30.2 Pass T13 20-5 Top Girt 3/4 895 -941.58 3384.10 27.8 Pass T14 5-0 Top Girt 3/4 957 6729.93 14313.90 47.0 Pass T1 245-230 Bottom Girt 7/8 8 5253.67 19482.80 27.0 Pass T2 230-220 Bottom Girt 7/8 76 -493.39 6269.46 7.9 Pass T3 220-200 Bottom Girt 7/8 120 -1024.63 6269.46 16.3 Pass T4 200-180 Bottom Girt 7/8 198 -1107.56 6269.46 17.7 Pass T5 180-160 Bottom Girt 7/8 274 -1005.15 6269.46 16.0 Pass T6 160-140 Bottom Girt 7/8 354 -865.44 6269.46 13.8 Pass T7 140-120 Bottom Girt 3/4 432 -744.90 3384.10 22.0 Pass T8 120-100 Bottom Girt 3/4 510 -688.21 3384.10 20.3 Pass T9 100-80 Bottom Girt 3/4 587 4487.89 14313.90 31.4 Pass Job Page r i �;'�M���„� ALALB00134C 49 of 49 EN6INEERING Airosmith Engineering Project Date 318WestAvenue DISH UPNY202101 11:21:22 11/19/21 Saratoga Springs,NY 12866 CGent Deslgned by Phone:�s18�306-1�11 Dish Wireless F�. Peter Roma Secrion Elevarion Component Size Crirical P �P�iow % Pass No. � Type Element lb lb Capacity Fail T10 80-60 Bottom Girt 3/4 664 -906.16 3384.10 26.8 Pass Tl l 60-40 Bottom Girt 3/4 742 -1022.75 3384.10 30.2 Pass T12 40-20 Bottom Girt 3/4 820 -1022.79 3384.10 30.2 Pass T13 20-5 Bottom Girt 3/4 899 5970.09 14313.90 41.7 Pass T1 245-230 Guy A@230.167 7/8 969 26739.00 55200.00 48.4 Pass T6 160-140 Guy A@150 13/16 972 29711.30 48000.00 61.9 Pass T9 100-80 Guy A@80.1667 9/16 975 12420.60 21000.00 59.1 Pass T1 245-230 Guy B(c�i,230.167 7/8 968 27153.40 55200.00 49.2 Pass T6 160-140 Guy B(c�i,150 13/16 971 32144.20 48000.00 67.0 Pass T9 100-80 Guy B@80.1667 9/16 974 13800.10 21000.00 65.7 Pass T1 245-230 Guy C@230.167 7/8 967 27221.30 55200.00 49.3 Pass T6 160-140 Guy C(c�i,150 13/16 970 32128.10 48000.00 66.9 Pass T9 100-80 Guy C@80.1667 9/16 973 13791.80 21000.00 65.7 Pass Summary Leg(T4) 58.3 Pass Diagonal 53.2 Pass (T6) Horizontal 41.2 Pass (T6) Top Girt 47.0 Pass (T14) Bottom Girt 41.7 Pass (T13) Guy A(T6) 61.9 Pass Guy B(T6) 67.0 Pass Guy C(T6) 66.9 Pass Bolt Checks 25.6 Pass RATING= 67.0 Pass Program Version 8.1.1.0-6/3/2021 File:R:/Dish/Dish Controls/Sites/ALALB00134C/ Engineering/_STR/STR-11.17.2021/TNX-RISA/ALALB00134C.eri �S�E ASCE 7 Hazards Report AMERICAN SOCIEf`(DF CIVIL ENGWEERS Address: Standard: ASCE/SEI 7-16 Elevation: 311.74 ft (NAVD 88) No Address at This Risk Category: �� Latitude: 43.073111 Location SOII CIaSS: D - Default (see Longitude: -�3.801431 Section 11.4.3) +� ,�. .. ' play�ro�rn , �� � �_�.. ��ig . . a'�.' ",� - • iy,yryyrN{i�Nl', S� .. � ,. �4. . • ,�� ' 1 ��,,f Y.��i .- . i.1 �l n �' � I� � - t.' �. .� . �, h'sy.� .��� �fz� _ -a ' c � �i � i`� ��� �J� • �i� � . c„ , i� -�=- f M1 ��:i . y,��Y`r ,�`,gy{���� �' ; �'. a� �r ,: . . , �� �+ �g � y , , : . . � i �� , . . ,. Ri :��= ,• .,?r-� i� o.v . _ .: . . -�� , ._ � . .. ."��j . �... � .• r; �E i '. ' _ ..r . �i.�� . ....� .. .: �� �+^" Q .� — " , , ..- -S.��a i �., :r r _r i �, 5 � � � I"lijC11 'ti .F i i�u. .� _ ��...�.� r�` , ,i��r �c� �I �l� I �, ,.�. - . � �� i� . � f �`- � ���� _� ---- ' � � . . + �St Pe�ers'� . ; Cern - :: , , ,.���., _ ...... :�•LaY ._.__. - � N�/:.j .._.... __ . �������-'^� 1�� ,. r Elll,iii�iiai S:ii..., - •� • iC�:' f�,r . H�1z..�. � �.: �� �'Y t•� � .i � . _—, _ '� BM 3t]4 l �� A � •�'. . ,� . , , _. � � , R � • 4_ '� ��• . .. �n..,�- . .. '�:. ; Sva � *i:� 82ti�s. , ,�� � �i - - �,t — �• _.. ._ . . Wind Results: Wind Speed: 110 Vmph 10-year MRI 75 Vmph 25-year MRI 81 Vmph 50-year MRI 87 Vmph 100-year MRI 93 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1 B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Thu Nov 18 2021 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability= 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. https://asce7hazardtool.online/ Page 1 of 4 Thu Nov 18 2021 �SCEm AMERICAN SOCIEf`(DF CIVIL ENGWEERS Seismic Site Soil Class: D - Default (see Section 11.4.3) Results: Ss : 0.214 So, : 0.103 S, : 0.064 T� : 6 Fa : 1.6 PGA : 0.116 F� : 2.4 PGA M : 0.182 S nns : 0.342 F PGn : 1.567 SM, : 0.154 le : 1 S os : 0.228 C„ : 0.727 Seismic Design Category B ��J MCER Response Spectrum �LS Design Response Spectrum a.34 , + r.� {�_20 • (�.25 ; � • i�.20 �-�� * fl_1� , 910 , t7.10 0_{15 . . . fl_fl5� (3 1 2 3 4 5 6 7 �3 1 � 3 4 5 �6 7 Sa(g)vs T(s) Sa(g)vs T(s) �Z� MCER Vertica! Response Spectrum ��,� Design Vertical Response Spectrum 17.18 •rat��l D_12 t7.1� � �, fl_1d 41_10 � '� f i7.12 � d_47$ j i . fl_116 � w � fl_U$ � ��� �9_{)6 N ��� . � � fl_�� ����� . ��#� i7_fld •�'�s� {➢{14 . ����#*#��* ��� 4.42 Q.�2 �� �7.� 1 "v ` 7 2.�� G ��.5 1 � " � 2.�� Sa(g)vs T(s) Sa(g)vs T(s) Data Accessed: Thu Nov 18 2021 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. https://asce7hazardtool.online/ Page 2 of 4 Thu Nov 18 2021 �SCEm AMERICAN SOCIEf`(DF CIVIL ENGWEERS Ice Results: Ice Thickness: 1.00 in. Concurrent Temperature: 5 F Gust Speed: 40 mph Data Source: Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Date Accessed: Thu Nov 18 2021 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. SnOw Results: 2 Ground Snow Load, pg: 50 Ib/ft Elevation: 311.7 ft Data Source: ASCE/SEI 7-16, Table 7.2-8 Date Accessed: Thu Nov 18 2021 Values provided are ground snow loads. In areas designated "case study required," extreme local variations in ground snow loads preclude mapping at this scale. Site-specific case studies are required to establish ground snow loads at elevations not covered. https://asce7hazardtool.online/ Page 3 of 4 Thu Nov 18 2021 �SCEm AMERICAN SOCIEf`(DF CIVIL ENGWEERS The ASCE 7 Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of any kind.The location data included herein has been obtained from information developed, produced,and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard.While ASCE has made every effort to use data obtained from reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness, reliability, currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship,or sponsorship of such third-party content by or from ASCE. ASCE does not intend,nor should anyone interpret,the results provided by this Tool to replace the sound judgment of a competent professional,having knowledge and experience in the appropriate field(s)of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool,you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers,directors, employees, members,affiliates,or agents be liable to you or any other person for any direct,indirect,special,incidental,or consequential damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. https://asce7hazardtool.online/ Page 4 of 4 Thu Nov 18 2021