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Home My WebLink About24-0330_Part1^ Permit # BAYFIELD COUNTY PLANNING AND ZONING - LAND USE PERMIT APPLICATION Property Owner: Chequamegon Communications Cooperative, Inc d/b/a Norvado do: Guy Folsom, Senior Engineer Authorized Agent (if applicable): Jonathan Leeb, Authorized Agent for Verizon Wireless Telephone Number: 715-798-7213 Telephone Number: (847) 698-6400 Ext. 231 E-Mail Address: gfolsom@norvado.com E-Mail Address: JonathanL@terraltd.com Mailing Address: 43705 US Highway 63 Mailing Address: 600 Busse Highway City, State, Zip: Cable, Wl 54821 City, State, Zip: Park Ridge, IL 60068 Contractor: Garry Critchlow, Construction Engineer, Verizon Wireless Telephone Number: (281)995-3829 E-Mail Address: garry.rn.critchlow@verizonwireless.com Project Address (if different from mailing address): 67085 W Spider Lake Rd, Iron River, Wl, 54847 Legal Description (if additional space is needed, attach a separate sheet): A part of the Southwest Quarter (SW1/4) of the Southeast Quarter (SE1/4) of Section Eighteen (18). Township Forty-Seven (47) North. Range Eight (8) West, Town of Iron River, BayfieU County, Wisconsin. containing 720 squara feet (0.017 acres) of land Section, Township, Range: Section Eighteen (18), Township Forty-Seven (47) North, Range Eight (8) West Town of:Iron River Tax ID #:19478 Lot Size (Acres/Square Feet): 720 SF (VZW Lease Area) Project Description (Detached garage, deck, bunkhouse, mobile home, etc.): Modification to Class 2 Collocation, per attached piam Proposed Use: D Residential D Commercial D Municipal "Mobile Support Structure' Proposed Project: D New Construction BAddition/Alteration D Change/New Use D Relocate (existing structure) Structure Type: D Residence D Accessory \2 Other (explain) Existing Mobile Support Structure Foundation Type: D Basement D Crawlspace D Slab Gl Other N/A l^^'^nl&esftsciuiaK^^ Basement: N/A 1st Floor: N/A 2nd Floor: N/A 3rd Floor: N/A Total Square Footage: 138' (Existing VZW Equipment Platform) Overall Height (finished grade to peak): 13' (Existing VZW Equipment Platform) Estimated Construction Cost (to nearest dollar): $15,000 Bl Existing - Type N/A 1) Will this be the first structure on the site? D Yes Q No 2) What is the total number of bedrooms on the property once this project is complete N/A 3) Is there a proposed/existing sanitary system on the property? D Proposed - Type. 4) Will any of the following occur within the proposed prqject/structure? D New Electrical Installation D New Plumbing Installation D Sleeping **N/A** 5) Has the location of the proposed project been staked including structure, sanitary system, and well? D Yes D No 6) If required, who marked the property lines? D Applicant/Property Owner D Licensed Surveyor **N/A** 7) Is the property in the shoreland, within 300 feet of a river/stream/landward side offloodplain or 1000 feet of a lake/pond/flowage? D Yes D No D Unsure **N/A** 8) Is there wetland located on or near the property? D Yes D No D Unsure 9) Is there floodplain located on or near the property? D Yes D No D Unsure "N/A* **N/A** **N/A** 10) Is this project associated with any of the following: D Rezone D Conditional Use D Special Use D Variance ** 11) Did you contact the town to see if any permits/'requirements apply to your project? 0 Yes D No 5 N/A* SITE PLAN *SEE ATTACHED* All applicable setbacks need to be shown on the site plan and noted below (in feet) County Use Only - verified setbacks Road Centerline/Right-of-Way North Lot Line South Lot Line West Lot Line East Lot Line Septic/Holding Tank Drainfield Privy Well Existing Structure/Building Wetland Elevation of'Floodplain Ordinary High-Water Mark(OHWM) Other 260 ft. 308 ft. 332 ft. 432 ft. 230 ft. N/A ft. N/A ft. N/A N/A ft. N/A N/A N/A ft. N/A ft. N/A ft. ft. ft. ft. ft. ft. ft. ft. ft. ft. ft. ft. ft. ft. ft. Notes/Comments: NOTE: Please indicate "see attached" on this page if submitting site plan as a separate document. FLOOR PLAN Indicate Floor: D Basement D 1st Floor D Loft D 2nd Floor D 3rd Floor ffl Other *SEE ATTACHED** All applicable dimensions need to be shown on the floor plan and noted below Floor with Porch 1 with Porch 2 with Deck 1 with Deck 2 with Attached Garage with Other Dimensions (in feet) x x x x x 12' Xn'e" Square Footage sq.ft. sq.ft. sq. ft. sq. ft. sq.ft. sq.ft. 138 sq.ft. County Use Only Dimensions (in feet) x x x x x x x Square Footage sq.ft. sq.ft. sq.ft. sq.ft. sq.ft. sq.ft. sq.ft. Comments/Notes: NOTE: Please indicate "see attached" on this page if submitting door plan/s as a separate document. LAND USE PERMIT APPLICATION REVIEW The following items are included with the application: D Site Plan D Building Elevations a Floor Plan/s D Fees All Land Use Permits expire Two (2) Years from the date of issuance if construction or use has not begun. Sanitary Permit, if required, issuance needs to occur prior to Land Use Permit issuance. Failure to obtain a permit or starting construction without a permit will result in penalties. The local Town, Village, City, State or Federal agencies may also require permits. The construction of one- & two-family dwellings and new plumbing/electrical installation for residential use structures (accessory/principal) require review and approval by the local Uniform Dwelling Code (UDC) authority. All municipalities are required to enforce the UDC. If subject property is part of a Condominium Plat, applicant hereby certifies and represents that applicant has all necessary approvals and recorded documents required to complete the project for which this permit is sought including requirements set forth in Wisconsin statutes pertaining to condominium associations, the Declaration of the Condominium Association in which the property is located, and all other rules, regulations and requirements pertaining to that Condominium Association. You are responsible for complying with state and federal laws concerning construction near or on wetlands, lakes, and streams. Wetlands that are not associated with open water can be difficult to identify. Failure to comply may result in removal or modification of construction that violates the law or other penalties or costs. For more information, visit the Department of Natural Resources wetlands identification web page, dnr.wi.gov/topic/wetlands, or contact a Department of Natural Resources service center (715)685- 2900. I (we) declare that this application, including any accompanying information, has been examined by me (us) and to the best of my (our) knowledge and belief it is true, correct, and complete. I (we) acknowledge that I (we) am (are) responsible for the detail and accuracy of all information that I (we) are providing and that will be relied upon by Bayfield County in determining whether to issue a permit. 1 (we) further accept liability which may be a result ofBayfieId County relying on this information I (we) are providing in or with this application. I (we) consent to county officials charged with administering county ordinances to have access to the above- described property at any reasonable,time for the purpose of inspection. Owner/s or Authorized Agent:^^*^^ ^^- <7^ b&hdlf of ftPph'Can^ Date: ^//•?/A</ NOTE: If you are signing q^jKehalfofthe o^<ner(s) a letter of authorization must accompany this application Address to Send Permit: c/o: Terra Consulting Group, 600 Busse Hwy, Park Ridge, IL 60068 K 32 W 273 Army Trail Road, Suite # 100, Wayne, IL 60184 HUTTER TRANKINA ENGINEERING phone: 630-513-67U CONSULTING STRUCTURAL ENGINEERS htedesign.com June 11,2024 Mr. Ary Utomo Terra Consulting Group, Ltd. 600 Busse Highway 2nd Floor Park Ridge, IL 60068-2568 Re: VZN: Iron River H Loc. # 5000022794 / Terra # 1242473 Hutter Trankina # 24097 Dear Mr. Utomo: Per your request, we have designed reinforcement the above-referenced tower, which is located at 67085 West Spider Lake Road in Iron River, Wisconsin. The following paragraphs summarize our fmdings. PURPOSE The purpose of this analysis was to design reinforcement for the existing tower to resist new and existing equipment loads as specified by Verizon. DESCRIPTION • Tower The tower is 3 80'-0" tall, 3-sided, 3 ft. wide guyed tower. The original tower is comprised of round solid members of different sizes. The original tower model was based on the PiRod drawings dated 1/3/85. • Tower Modifications The tower has been reinforced in 2017 and 2022. The tower modifications are based on drawings and analysis report by Edge Consulting Engineers Inc., and Fullerton Engineering Consulting LLC. dated 3/1/17 and 9/23/22, respectively. • Foundation The center guy mast is supported by a 2 ft. round pier that sits on is an 8 ft. square, 1.5' ft. thick, reinforced square footing that bears 4 ft. below grade. Reinforced concrete deadmans of different dimensions support the guy anchor points at 152 ft. and 304 ft. guy radii. Foundation information was obtained from the original drawings and soils report prepared by PiRod drawings and Edge Consulting Engineers Inc. dated 1/3/85 and 7/23/12, respectively. Page 2 June 11, 2024 VZN - Iron River 11 LOG. #5000022794 TCG # 1242473 Hutter Trankina # 24097 ANTENNA CONFIGURATION The following antenna layout was employed in the analysis: Elevation 388' 380' 380' 370' 335.5' 31F-357' 302' 290' 281' 276' 260' 191' 191' 156' 94' Antenna or Appurtenance 20' Dipole Beacon Lightning Rod Commscope FFVV-65C-R3 Nokia AEHC NokiaAHFIG Nokia AHLOA Raycap RTH-2090-HC Raycap RNSNDC-7771-PF-48 Sector Mounts 21'Whip 6-Ring/Array Broadcast Antenna 6' Yagi Antenna Commscope NHH-65C-R2B Ericsson AIR 6419 Ericsson RRU 4490 Ericsson RRU 4890 Raycap RVZDC-3315-PF-48 Reinforced Sector Mounts Beacons Andrew P6-65D-1 Dish 20' Dipole Beacon 20' Dipole 20' Dipole Beacons Otv. 1 1 1 3 3 3 3 ^>J 3 3 1 1 1 6 3 3 3 2 3 0J 1 1 1 1 1 3 Coax Dia. P/8" 0.6" 15/8" 7/8" 2V4" 7/8" 15/8" 72" EW63 7/8" 0.6 7/8" 7/8" ',2" Coax Otv. 1 1 2 1 1 1 2 1 2 1 1 1 1 1 Comments Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing Proposed Proposed Proposed Proposed Proposed Proposed Existing Existing Existing Existing Existing Existing Existing Existing antenna and coax configurations were obtained from the antenna inventory report prepared by HighTower Solutions, Inc. dated 4/12/24. Page 3 June 11, 2024 VZN-Iron River II Loc. #5000022794 TCG # 1242473 Hutter Trankina # 24097 ANALYSIS PROCEDURE AND RESULTS The existing structure was subjected to the TIA/EIA-222-H Code standards. The following three (3) loading cases were considered: I. Forces due to an ultimate wind speed of 106 mph; II. Forces due to a wind speed of 50 mph in conjunction with 1.5" ice build-up around all elements; and III. Service wind of 60 mph. The following stress ratios were determined: Tower Mast Foundation Guy Anchor Foundation CONCLUSION 104% 97%60% Based on the performed calculations, the existing tower will be structurally acceptable after the successful installation of the reinforcement shown on the attached drawing. Should you have any questions regarding this report or require further analysis, please feel free to contact us. Sincerely, •iu^t Ulises Vazquez Project Engineer Attachment: S-l John L. Trankina President \^•>^ —•'^'KY'-','^0^^^ '.".r-"^ NOTE: SOME EXISTINGPIPE REINFORCEMENTNOT SHOWN FOR CLARITY DETAIL SCALE: 3/4"= 1'-0" EXISTING TOWER LEG EXISTING VzPIPE REINF 1-H 1R WELD TOP & BOTTOM OF EXISTING Vz PIPE TO TOWERLEGS PER DETAIL 7/S-1 H 19.3' Tower Reinforcement 9 Verizon Loc. # Iron River II 67085 West Spider Lake Iron River^ Wiscoesm June 11, 2024 PREPARED BY: HUTTER TRANKINA ENGmEERING 32 W 273 Army Trail Road, Suite 100, Wayne, IL 60184 Phone: 630=513-6711 Fax: 630-513-2925 h'tedesign.com Project # 24097 HTE Hutter Trankina Engineering 32W273 Army Trail Road Wayne, IL 60184 Phone: 630-513-6711 FAX: Job VZN - 5000022794 - Iron River 11 Project 24097 Client TCG# 1242473 Page 1 of 22 Date 09:21:1506/11/24 Designed by Ulises Vazquez Tower Input Data The main tower is a 3x guyed tower with an overall height of 380.00 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 3.00 ft at the top and 0.50 ft at the base. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower base elevation above sea level: 1149.00 ft. Basic wind speed of 106 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 .5000 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 50 mph is used in combination with ice. Temperature drop of 50 °F. Deflections calculated using a wind speed of 60 mph. Tension only take-up is 0.0312 in. Pressures are calculated at each section. Stress ratio used in tower member design is 1. Safety factor used in guy design is 1. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. HTE Hutter Trankina Engineering 32W273 Army Trail Road Wayne, IL 60184 Phone: 630-513-6711 FAX: Job VZN - 5000022794 - Iron River 11 Project 24097 Client TCG# 1242473 Page 2 of 22 Date 09:21:1506/11/24 Designed by Ulises Vazquez Wind 180 Corner & Starmount Guyed Tower HTE Hutter Trankina Engineering 32W273 Army Trail Road Wayne, IL 60184 Phone: 630-513-6711 FAX: Job VZN - 5000022794 - Iron River II Project 24097 Client TCG # 1242473 Page 3 of 22 Date 09:21:1506/11/24 Designed by Ulises Vazquez Wind 180 Tower Section T1-T4 T5T6 T7 T8T9 T10 TH T12 T13 T14 T15T16 T17T18 T19 Tower Elevation A 380.00-300.00 300.00-297.00 297.00-280.00 280.00-260.00 260.00-240.00 240.00-230.00 230.00-220.00 220.00-200.00 200.00-180.00 180.00-160.00 160.00-150.00 150.00-140.00 140.00-120.00 120.00-100.00 100.00-80.00 80.00-63.00 Tower Section Geometry Assembly Description Section Database Width JL 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 Number of Sections 4 1 11 1 1111I 1111 1 1 Section Length JL20.00 3.00 17.00 20.00 20.00 10.00 10.00 20.00 20.00 20.00 10.00 10.00 20.00 20.00 20.00 17.00 HTE Hutter Trankina Engineering 32 W273 Army Trail Road Wayne, IL 60184 Phone: 630-513-6711 FAX: Job VZN - 5000022794 - Iron River II Project 24097 Client TCG# 1242473 Page 4 of 22 Date 09:21:1506/11/24 Designed by Ulises Vazquez Tower Section Tower Elevation /' Assembly Database Description Section Width JL Number of Sections Section Length _ft_T20 T21 T22 T23T24 T25 63.00-60.00 60.00-40.00 40.00-20.00 20.00-5.33 5.33-1.77 1.77-0.00 3.00 3.00 3.00 3.00 3.00 1.33 11 1 1 11 3.00 20.00 20.00 14.67 3.56 1.77 Tower Section T1-T4 T5 T6T7T8 T9 T10 TH T12 T13T14 T15T16T17T18 T19 T20T21 T22T23 T24 T25 Tower Elevationft T1-T4 380.00-300.00 T5 300.00-297.00 T6 297.00-280.00 T7 280.00-260.00 T8 260.00-240.00 T9 240.00-230.00 Tower Elevation ft 380.00-300.00 300.00-297.00 297.00-280.00 280.00-260.00 260.00-240.00 240.00-230.00 230.00-220.00 220.00-200.00 200.00-180.00 180.00-160.00 160.00-150.00 150.00-140.00 140.00-120.00 120.00-100.00 100.00-80.00 80.00-63.00 63.00-60.00 60.00-40.00 40.00-20.00 20.00-5.33 5.33-1.77 1.77-0.00 Leg Type Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Tower Section Geometry Diagonal Spacing A.2.33 2.25 2.03 2.33 2.33 2.33 2.33 2.33 2.33 2.33 2.33 2,33 2.33 2.33 2.33 2.33 2.33 2.33 2.33 2.33 1.78 1.77 Bracing Type X Brace X Brace X Brace TX Brace X Brace TX Brace X Brace X Brace X Brace X Brace X Brace TX Brace TX Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace Has; Has (cont'd) Top Girl K Brace Horizontals Offset EndI Panels No No No No No No No No No No No No No No No No No No No No No No Steps No Yes Yes Steps Yes Steps Steps Steps Steps Steps Yes Yes Yes Yes Yes No Steps Steps Steps Yes Yes in 8.0160 8.0160 1.0000 8.0160 8.0160 8.0160 0.0000 8.0160 8.0160 8.0160 8.0160 0.0000 8.0160 8.0160 8.0160 8.0160 0.0000 8.0160 8.0160 8.0160 0.0000 0.0000 Tower Section Geometry (cont'd) Leg Size 1 1/2 1 1/2 1 1/2 1 1/2 1 3/4 13/4 Leg Grade A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) A572-50(50 ksi) A572-50 (50 ksi)A572-50 Diagonal Type Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Diagonal Size 7/8 9/16 9/16 9/16 7/8 7/8 Bottom Girl Offset in 8.0160 1.0000 8.0160 8.0160 8.0160 0.0000 8.0160 8.0160 8.0160 8.0160 0.0000 8.0160 8.0160 8.0160 8.0160 0.0000 8.0160 8.0160 8.0160 0.0000 0.0000 0.0000 Diagonal Grade A572-50 (50 ksi)A36 (36 ksi)A36 (36 ksi)A36(36 ksi) A572-50 (50 ksi)A572-50 HTE Hutter Trankina Engineering 32W27 '3 Army Trail Road Wayne, IL 60184 Phone: 630-513-6711 FAX: Job VZN - 5000022794 - Iron River II Project 24097 Client TCG# 1242473 Page 5 of 22 Date 09:21:1506/11/24 Designed by Ulises Vazquez Tower ElevationJL Leg Type Leg Size Leg Grade Diagonal Type Diagonal She Diagonal Grade T10 230.00-220.00 TH 220.00-200.00 T12 200.00-180.00 T13 180.00-160.00 T14 160.00-150.00T15 150.00-140.00 T16 140.00-120.00 T17 120.00-100.00 T18 100.00-80.00 T19 80.00-63.00 T20 63.00-60.00 T2! 60.00-40.00 T22 40.00-20.00 T23 20.00-5.33 T24 5.33-1.77 T25 1.77-0.00 Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round 13/4 13/4 1 3/4 13/4 1 3/4 1 3/4 1 3/4 1 3/4 1 3/4 13/4 2 2 2 2 2 2 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) A572-50(50 ksi) A572-50 (50 ksi)A572-50 (50 ksi) A572-50(50 ksi) A572-50 (50 ksi)A572-50 (50 ksi) A572-50 (50 ksi)A572-50 (50 ksi) A572-50(50 ksi) Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Flat Bar 7/8 9/16 9/16 9/16 9/16 9/16 9/16 9/16 9/16 9/16 9/16 9/16 9/16 9/16 9/16 5x1/2 (50 ksi)A572-50 (50 ksi)A36(36 ksi) A36(36 ksi)A36(36 ksi)A36 (36 ksi)A36(36 ksi)A36 (36 ksi)A36(36 ksi)A36(36 ksi)A36 (36 ksi)A36(36 ksi)A36 (36 ksi)A36(36 ksi)A36(36 ksi)A36 (36 ksi)A36(36 ksi) Tower ElevationJLT1-T4 380.00-300.00 T5 300.00-297.00 T6 297.00-280.00 T7 280.00-260.00 T8 260.00-240.00 T9 240.00-230.00 T10 230.00-220.00TH 220.00-200.00 T12 Top Girt Type Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Tower Top Girl Size 7/8 7/8 7/8 7/8 7/8 7/8 7/8 7/8 7/8 Section Top Girt Grade A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi)A572-50 (50 ksi) A572-50 (50 ksi)A572-50 (50 ksi) A572-50 (50 ksi) A572-50 Geometry Bottom Girt Type Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round (cont'd) Bottom Girt Size 7/8 7/8 7/8 7/8 7/8 7/8 7/8 7/8 Bottom Girl Grade A572-50 (50 ksi)A572-50 (50 ksi) A572-50(50 ksi) A572-50 (50 ksi)A572-50 (50 ksi) A572-50 (50 ksi)A572-50 (50 ksi) A572-50 (50 ksi) A572-50 HTE flutter Trankina Engineering 32W273 Army Trail Road Wayne, IL 60184 Phone: 630-513-6711 FAX: Job VZN - 5000022794 - Iron River 11 Project 24097 Client TCG# 1242473 Page 6 of 22 Date 09:21:1506/11/24 Designed by Ulises Vazquez Tower ElevationJL Top Girt Type Top Girt See Top Girl Grade Bottom Girt Type Bottom Girt Size Bottom Girt Grade 200.00-180.00 T13 180.00-160.00T14 160.00-150.00 T15 150.00-140.00T16 140.00-120.00 T17 120.00-100.00 T18 100.00-80.00 T19 80.00-63.00 T20 63.00-60.00 T2160.00-40.00 T22 40.00-20.00 T23 20.00-5.33 T24 5.33-1.77 T25 1.77-0.00 Solid Round Solid Round Equal Angle Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round 7/8 7/8 L3x3x3/16 7/8 7/8 7/8 7/8 7/8 7/8 7/8 3/4 3/4 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi)A36 (36 ksi)A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi)A572-50 (50 ksi) A572-50 (50 ksi)A572-50 (50 ksi) A572-50(50 ksi) A572-50 (50 ksi) Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Flat Bar 7/8 7/8 7/8 7/8 7/8 7/8 7/8 7/8 5x1/2 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) A572-50(50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi)A572-50 (50 ksi) A572-50(50 ksi) A572-50 (50 ksi)A36(36 ksi)A36 (36 ksi) Tower Section Geometry (cont'd) Tower Elevation A No. ofMid Girls Mid Girl Type MidGirt See Mid Girl Grade Horizontal Type Horizontal Are Horizontal Grade T1-T4 380.00-300.00 T5 300.00-297.00 T6 297.00-280.00 T7 280.00-260.00 T8 260.00-240.00 T9 240.00-230.00 T10 230.00-220.00 TH 220.00-200.00 T12 200.00-180.00T13 180.00-160.00 T14 160.00-150.00 1 1 1 1 1 None None 1 1 1 None Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round 7/8 7/8 7/8 7/8 7/8 7/8 7/8 7/8 A572-50 (50 ksi) A572-50 (50 ksi)A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi)A572-50 (50 ksi) A572-50 (50 ksi) Solid Round Equal Angle Equal Angle Equal Angle Solid Round Equal Angle Solid Round Solid Round Solid Round Solid Round Solid Round 3/4 L3x3x3/16 3/4 L3x3x3/16 3/4 3/4 3/4 3/4 3/4 A572-50 (50 ksi)A36 (36 ksi)A36(36 ksi)A36 (36 ksi)A572-50 (50 ksi)A36(36 ksi) A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi)A572-50 (50 ksi) A572-50(50 ksi) HTE Hutter Trankina Engineering 32W273 Army Trail Road Wayne, IL 60184 Phone: 630-513-6711 FAX: Job VZN - 5000022794 - Iron River II Project 24097 Client TCG# 1242473 Page 7 of 22 Date 09:21:1506/11/24 Designed by Ulises Vazquez Tower Elevation ft No. ofMid Girts MidGirt Type Mid Gin Size MidGirt Grade Horizontal Type Horizontal Size Horizontal Grade T15 150.00-140.00 T16 140.00-120.00 T17 120.00-100.00 T18 100.00-80.00 T21 60.00-40.00 T22 40.00-20.00 T23 20.00-5.33 T24 5.33-1.77 T25 1.77-0.00 None 1 1 1 1 1 1 None None Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round 7/8 7/8 7/8 7/8 7/8 7/8 A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) Equal Angle Equal Angle Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round L3x3x3/16 L3x3x3/16 3/4 3/4 3/4 3/4 3/4 A36(36 ksi) A36(36 ksi) A572-50(50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi)A572-50 (50 ksi) A572-50(50 ksi) A572-50 (50 ksi) Tower Section Geometry (cont'd) Tower Elevation ft_ T6 297,00-280.00 T7 280.00-260.00 T9 240.00-230.00 T15 150.00-140.00 T17 120.00-100.00 T18 100.00-80.00 T19 80.00-63.00 Secondary Horizontal Type Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Secondary Horizontal She 1 1 1 1 3/4 3/4 3/4 Secondary Horizontal Grade A572-50 (50 ksi) A572-50 (50 ksi) A572-50(50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) A572-50(50 ksi) A572-50 (50 ksi) Inner Bracing Type Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Inner Bracing Si:e Inner Bracing Grade A572-50(50 ksi) A572-50 (50 ksi)A572-50 (50 ksi) A572-50 (50 ksi)A572-50 (50 ksi) A572-50(50 ksi) A572-50 (50 ksi) Tower Section Geometry (cont'd) Tower Elevation ft_ T1-T4 380.00-300.00 T5 300.00-297.00 Gussel Area (per face) ff 0.00 0.00 Gvsset Thickness in 0.0000 0.0000 Gusset Grade A36(36 ksi)A36 (36 ksi) Adjust. Factor Af 1 1 Adjust. Factor Ar 1 1 Weight Mnlt. 1.02 1.02 Double Angle Stitch Bolt Spacing Diagonals m 36.0000 36.0000 Double Angle Stitch Bolt Spacing Horizontals m 36.0000 36.0000 Double Angle Stitch Bolt Spacing Rednndants in 36.0000 36.0000 HTE Hutter Trankina Engineering 32W273Army Trail Road Wayne, IL 60184 Phone: 630-513-6711 FAX: Tower Elevation fi_T6 297.00-280.00 T7 280.00-260.00 T8 260.00-240.00T9 240.00-230.00 T10 230.00-220.00TH 220.00-200.00 T12 200.00-180.00T13 180.00-160.00 T14 160.00-150.00 T15 150.00-140.00T16 140.00-120.00 T17 120.00-100.00T18 100.00-80.00T19 80.00-63.00T20 63.00-60.00T21 60.00-40.00 T22 40.00-20.00 T23 20.00-5.33 T24 5.33-1.77 T25 1.77-0.00 Tower Elevation /' TI-T4 380.00-300.00T5 300.00-297.00T6 297.00-280.00 Giisset Area (per face) Jf_ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Calc K Single Angles Yes Yes Yes Giisset Thickness in 0.3750 0.0000 0.3750 0.0000 0.0000 0.0000 0.0000 0.0000 0.3750 0.3750 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Calc K Solid Rounds Yes Yes Yes Job Project Client VZN - 5000022794 Gnsset Grade Adjust. Factor A36 (36 ksi)A36 (36 ksi)A36(36 ksi)A36 (36 ksi)A36(36 ksi)A36 (36 ksi)A36(36 ksi)A36 (36 ksi)A36 (36 ksi)A36(36 ksi)A36 (36 ksi)A36(36 ksi)A36 (36 ksi)A36 (36 ksi)A36(36 ksi)A36 (36 ksi)A36(36 ksi)A36 (36 ksi)A36(36 ksi)A36(36 ksi) Af 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Tower Section Legs X Brace Diags x Y 1 1 1 1 0.5 0.51 11 K Brace DiagsxY 11 1111 24097 Iron River TCG # 1242473 Adjust. Factor Ar 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Weight Mnlt. 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 II Double Angle Stitch Bolt Spacing Diagonals m 36.0000 36.0000 36.0000 36.0000 36.0000 36.0000 36.0000 36.0000 36.0000 36.0000 36.0000 36.0000 36.0000 36.0000 36.0000 36.0000 36.0000 36.0000 36.0000 36.0000 Geometry (cont'd) K Factors' Single Diags xY 11 1111 Girls xr 11 1111 Horc. xY 111 1 HTE Hotter Trankina Engineering 32W273 Army Trail Road Wayne, IL 60184 Phone: 630-513-6711 FAX: Job VZN - 5000022794 - Iron River II Project 24097 Client TCG # 1242473 Page 9 of 22 Date 09:21:1506/11/24 Designed by Ulises Vazquez Tower Elevation JL Calc K Single Angles CalcK Solid Rounds Legs x Brace Diags x Y K Brace Diags x Y K Factors' Single Girls Diags x x Y Y Horiz. x r Sec. Hori:. x r Inner Brace x Y T7 280.00-260.00 T8 260.00-240.00 T9 240.00-230.00T10 230.00-220.00 TH 220.00-200.00 T12 200.00-180.00T13 180.00-160.00T14 160.00-150.00T15 150.00-140.00 T16 140.00-120.00T17 120.00-100.00 T18 100.00-80.00T19 80.00-63.00T20 63.00-60.00 T21 60.00-40.00T22 40.00-20.00 T23 20.00-5.33 T24 5.33-1.77 T25 1.77-0.00 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes 1 1 1 1 1 1 1 1 1 1 1 1 1.05 1.05 1.05 1.05 1.05 1.05 1.05 Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the ont-of-plane direction applied to the overall length. Tower Section Geometry (cont'd) Tower Elevationft Leg \Net Deduct in Diagonal Top Girt WidthV^et Width U Deduct in Wet Width Deduct in u [Neimdth U Deduct Bottom Girl Mid Girt \Long Horizontal Net Width U Deduct \Short Horizontal Net Width U Deduct Net Width U Deduct T1-T4 380.00-300.00 T5 300.00-297.00 T6 297.00-280.00 T7 280.00-260.00 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 0.75| 0.0000 0.75| 0.0000 0.751 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 1 0.0000 0.75| 0.0000 0.75| 0.0000 0.75| 0.0000 1 0.0000 0.75] 0.0000 0.75| 0.0000 0.75| 0.0000 1 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 HTE Hutter Trankina Engineering 32W273 Army Trail Road Wayne, IL 60184 Phone: 630-513-6711 FAX: Job VZN - 5000022794 - Iron River II Project 24097 Client TCG# 1242473 Page 10 of 22 Date 09:21:1506/11/24 Designed by Ulises Vazquez Tower Elevationft T8 260.00-240.00 T9 240.00-230.00 T10230.00-220.0( TH 220.00-200.0( Tl2200.00-180.0t T13 180.00-160.0( T14 160.00-150.0( T15 150.00-140.0C T16 140.00-120.0C T17 120.00-100.0C T18 100.00-80.00 T19 80.00-63.00 T20 63.00-60.00 T2160.00-40.00 T22 40.00-20.00 T23 20.00-5.33 T24 5.33-1.77 T25 1.77-0.00 Leg Ve< mdthl Deduct in 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1 1 ] 1 1 1 1 1 I 1 1 1111 11 1 Diagonal Vet Width U Deduct in 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.7: 0.7: 0.7: 0.7; 0.7: 0.7; 0.7; 0.7; 0.7; 0.7; 0.7; 0.7' 0.7' 0.7: 0.7t 0.7; 0.7' 0.7- Top Girl Net Width Deduct m 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 u 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 Bottom Girl Net Width U Deduct in 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.7: 0.7: 0.7; 0.7; 0.7; 0.7; 0.7; 0.7; 0.7; 0.7; 0.7- 0.7; 0.7' 0.7' 0.7< 0.7° 0.7; 0.7< Mid Girl Vet Width U Deduct in 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.7; 0.7: 0.7: 0.7; 0.7; 0.7; 0.7; 0.7; 0.7; 0.7' 0.7' 0.7i 0.7' 0.7; 0.7' 0.7' 0.7s 0.7< '.ong Horii Net Width Deduct in 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 :onta u 0.7s 0.7s 0.7< 0.7< 0.7; 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 ?Aort Horizontal Net Width Deduct in 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 u 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 Tower Section Geometry (cont'd) Tower Elevation /' T1-T4 380.00-300.00 T5 300.00-297.00 T6 297.00-280.00T7 280.00-260.00T8 260.00-240.00 T9 240.00-230.00T10 230.00-220.00 TH 220.00-200.00 T12 200.00-180.00 T13 180,00-160.00 T14 160.00-150.00T15 150.00-140.00 T16 140.00-120.00 T17 120.00-100.00 Leg Connection Type Sleeve DS Sleeve DS Sleeve DS Sleeve DS Sleeve DS Sleeve DS Sleeve DS Sleeve DS Sleeve DS Sleeve DS Sleeve DS Sleeve DS Sleeve DS Sleeve DS Leg Bolt Si:e in 0.5625 A325N 0.5625A325N 0.5625 A325N 0.6250A325N 0.6250 A325N 0.6250 A325N 0.6250 A325N 0.6250 A325N 0.6250 A325N 0.6250 A325N 0.6250 A325N 0.6250 A325N 0.6250 A325N 0.6250A325N No. 3 3 0 4 4 0 4 4 4 4 0 4 4 4 Diagonal Bolt See in 0.6250 A325X 0.6250A325N 0.6250 A325N 0.6250A325N 0.6250 A325N 0.6250 A325N 0.6250A325N 0.6250 A325N 0.6250 A325N 0.6250 A325N 0.6250 A325N 0.6250A325N 0.6250 A325N 0.6250 HTE Hutter Trankina Engineering 32W273 Army Trail Road Wayne, IL 60184 Phone: 630-513-6711 FAX: Job VZN - 5000022794 - Iron River II Project 24097 Client TCG # 1242473 Page 11 of 22 Date 09:21:1506/11/24 Designed by Ulises Vazquez Tower Elevationft T18 100.00-80.00T19 80.00-63.00 T20 63.00-60.00T21 60.00-40.00 T22 40.00-20.00 T23 20.00-5.33 T24 5.33-1.77 T25 1.77-0.00 Leg Connection Type Sleeve DS Sleeve DS Sleeve DS Sleeve DS Flange Flange Flange Flange Leg Bolt She m 0.6250 A325N 0.6250 A325N 0.6250 A325N 0.6250 A325N 0.6250 A325N 0.6250 A325N 0.6250 A325N 0.6250A325N No. 4 0 4 4 4 0 0 0 Diagonal Bolt Size in 0.6250 A325N 0.6250 A325N 0.6250 A325N 0.6250 A325N 0.6250 A325N 0.6250A325N 0.6250 A325N 0.6250 A325N No. 0 0 0 0 0 0 0 0 Top Girl Bolt Size in 0.6250A325N 0.6250 A325N 0.6250A325N 0.6250A325N 0.6250 A325N 0.6250 A325N 0.6250 A325N 0.6250A325N No. 0 0 0 0 0 0 0 0 Bottom Girt Bolt See in 0.6250A325N 0.6250 A325N 0.6250A325N 0.6250 A325N 0.6250 A325N 0.6250 A325N 0.6250 A325N 0.6250A325N No. 0 0 0 0 0 0 0 0 Mid Girt Bolt See in 0.6250A325N 0.6250 A325N 0.6250A325N 0.6250 A325N 0.6250 A325N 0.6250A325N 0.6250 A325N 0.6250 A325N No. 0 0 0 0 0 0 0 0 Long Horizontal Bolt Size in 0.6250 A325N 0.6250 A325N 0.6250 A325N 0.6250A325N 0.6250 A325N 0.6250A325N 0.6250 A325N 0.6250 A325N No. 0 0 0 0 0 0 0 0 Short Horizontal Bolt Size in 0.6250 A325N 0.6250A325N 0.6250 A325N 0.6250A325N 0.6250 A325N 0.6250A325N 0.6250A325N 0.6250 A325N No. 0 0 0 0 0 0 0 0 Giy Elevation A363.001 310 236 180.668 120.668 60.668 Giiy Elevation /( 363.001 310 Giiy Grade EHS EHS EHS EHS EHS EHS ABc A BcAB c ABcA B cA B c Mount Type Torque Arm Comer Giy See 9/169/169/16 5/8 5/85/81/21/21/2 7/16 7/167/167/16 7/16 7/167/167/16 7/16 Initial Tension Ib 3500.00 3500.00 3500.00 4240.00 4240.00 4240.00 2690.00 2690.00 2690.00 2080.00 2080.00 2080.00 2080.00 2080.00 2080.00 2080.00 2080.00 2080.00 % 10% 10%10%10% 10% 10% 10%10%10%10% 10%10%10%10% 10% 10%10%10% I HTE Hutter Trankina Engineering 32W273 Army Trail Road Wayne, IL 60184 Phone: 630-513-6711 FAX: Job VZN - 5000022794 - Iron River 11 Project 24097 Client TCG # 1242473 Page 12 of 22 Date 09:21:1506/11/24 Designed by Ulises Vazquez Giy Elevationft Mount Type Torque-Arm Spread _fi_ Torque-Arm Torqne-Arm Torqne-Arm Torque-Arm Leg Angle Style Grade Type Torque-Arm Size 236 180.668 120.668 60.668 Torque Arm Comer Comer Comer 6.00 0.0000 Channel A3 6 (36 ksi) Channel C12x20.7 Grsy Elevation _ft_ 363.00 310.00 236.00 180.67 120.67 60.67 Diagonal Grade A572-50(50 ksi) A572-50 (50 ksi)A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) A572-50(50 ksi) Diagonal Type Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Guy Data (cont'd) Upper Diagonal Lower Diagonal Is Pull-OJf See Size Strap. Grade No A36(36 ksi) A572-50 (50 ksi)A572-50 (50 ksi) A572-50(50 ksi) A572-50 (50 ksi)A572-50 (50 ksi) Pull-OffType Flat Bar Solid Round Solid Round Solid Round Solid Round Solid Round Pull-OffSLe 3x1/2 Guy Data (cont'd) Gzcy Elevation ft Cable WeightA Ib Cable WeightBIb Cable Weightc Ib Cable WeightDIb Tower InterceptAJL Tower Intercept BJL Tower InterceptcJL Tower InterceptDJL363.001 310 236 180.668 120.668 60.668 318.34 354.37 199.56 94.76 77.71 65.14 318.34 354.37 199.56 93.07 76.33 64.31 313.17 348.56 196.39 92.01 75.48 63.82 20.87 7.9 sec/pulse 17.70 7.3 sec/pulse 14.01 6.5 sec/pulse 5.32 4.0 sec/pulse 3.60 3.3 sec/pulse 2.54 2.8 sec/pulse 20.87 7.9 sec/pulse 17.70 7.3 sec/pulse 14.01 6.5 sec/pulse 5.14 3.9 sec/pulse 3.47 3.2 sec/pulse 2.48 2.7 sec/pulse 20.21 7.8 sec/pulse 17.14 7.1 sec/pulse 13.58 6.4 sec/pulse 5.02 3.9 sec/pulse 3.40 3.2 sec/pulse 2.44 2.7 sec/pulse Guy Data (cont'd) Torque Arm Pull Off Diagonal HTE Hutter Trankina Engineering 32 W273 Army Trail Road Wayne, IL 60184 Phone: 630-513-6711 FAX: Job VZN - 5000022794 - Iron River 11 Project 24097 Client TCG # 1242473 Page 13 of 22 Date 09:21:1506/11/24 Designed by Ulises Vazquez Guy Elevation /' 363.001310 236 180.668 120.668 60.668 Calc K Single Angles No No No No No No Calc K Solid Rounds No No No No No No K,K,K,K, Guy Data (cont'd) Guy ElevationfL363.001 310 236 180.668 120.668 60.668 BoltSce in 0.0000 A325N 0.0000A325N 0.0000A325N 0.6250 A325N 0.6250A325N 0.6250 A325N Torque-Arm Number 0 0 0 0 0 0 Net Width Deduct in 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 u 1 1 1 0.75 0.75 0.75 Bolt Size in 0.6250 A325N 0.6250 A325N 0.6250 A325N 0.6250 A325N 0.6250 A325N 0.6250 A325N Pull Off Number 0 0 0 0 0 0 Net Width Deduct in 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 u 0.75 0.75 0.75 0.75 0.75 0.75 Bolt Size in 0.6250A325N 0.6250 A325N 0.6250 A325N 0.6250 A325N 0.6250 A325N 0.6250 A325N Diagonal Number 0 0 0 0 0 0 Net Width Deduct in 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 u 0.75 0.75 0.75 0.75 0.75 0.75 Guy Pressures Giiy Elevation A_ Gzy Location _esL_ Ice psf Ice Thickness 363.001 310 236 180.668 120.668 60.668 A B c A B cABc ABcA B c ABc 179.25 179.25 184.25 152.75 152.75 157.75 115.75 115.75 120.75 88.58 91.33 93.08 58.58 61.33 63.08 28.58 31.33 33.08 34 34 34 32 32 33 313131 29 292927 2727 23 2324 7 7 877 7 777 6 6 7666 5 55 1.7766 1.7766 1.7815 1.7484 1.7484 1,7540 1.7006 1.7006 1.7078 1.6557 1.6607 1.6639 1.5886 1.5959 1.6004 1.4786 1.4922 1.5004 Feed Line/LinearAppurtenances - Entered As Round Or Flat HTE flutter Trankina Engineering 32 'W2 73 Army Trail Road Wayne, IL 60184 Phone: 630-513-6711 FAX: Job VZN - 5000022794 - Iron River II Project 24097 Client TCG # 1242473 Page 14 of 22 Date 09:21:1506/11/24 Designed by Ulises Vazquez Description 7/8 7/8 EW63 21/4 7/8 15/8 7/8 15/8 15/8(VZN)5/8 (S.O)5/8 (S.O) ** 5/8 (S.O) 3/8" cable (Owner)15/8 (T-Mo)I 1/4 (T-Mo) Description Waveguide Ladder ** Waveguide Ladder (VZN) Face 07- Leg A A A A A A A A B B B c c c c Face or Leg A B Allow/ Exclude Shield From No No No No No No No No No No No No No No No Allow Shield No No Torqne Calculation No No No No No No No No No No No No No No No Component Type Ar (CaAa) Ar (CaAa) Ar (CaAa) Ar (CaAa) Ar(CaAa) Ar (CaAa) Ar (CaAa) Ar (CaAa) Ar (CaAa) Ar (CaAa) Ar (CaAa) Ar (CaAa) Ar (CaAa) Ar (CaAa) Ar (CaAa) Placement /' 146.00 - 6.00 181.00- 6.00 276.00 - 6.00 357.00- 6.00 250.00 - 6.00 378.00- 6.00 210.00- 6.00 360.00 - 6.00 290.00- 9.00 191.00- 9.00 125.00- 9.00 380.00 - 9.00 380.00- 9.00 370.00- 9.00 370.00 - 9.00 Face Offset Lateral Offset in (Frac FW) 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 -0.25 -0.2 -0.15 -0.1 0.1 0.15 0.2 0.25 0.2 0.48 0.49 -0.49 -0.48 0.48 0.49 # 1 1 1 1 1 1 2 1 2 2 1 1 1 1 1 Feed Line/LinearAppurtenances Exclude From Torque Calculation No No Component Type CaAa (In Face) CaAa (In Face) Placement ft ' Face Offset in 379.00 - 6.00 3.0000 289.00 - 9.00 3.0000 Lateral Offset (Frac FW) 0 -0.2 # Clear Width or Perimeter Per Spacing Diameter Row in in in 1 1.1100 1.1100 1 1.1100 1.1100 1 1.5742 1.5742 1 2.3800 2.3800 1 1.1100 1.1100 HTE Hutter Trankina Engineering 32W2 73 Army Trail Road fVayne, IL 60184 Phone: 630-513-6711 FAX: Job VZN - 5000022794 - Iron River II Project 24097 Client TCG # 1242473 Page 15 of 22 Date 09:21:1506/11/24 Designed by Ulises Vazquez Description Face or Leg Offset Type Offsets: Hor: Lateral Vertft/'ft Azimuth Adjustment Placement ft C.A Front ft2 C.A Side ft Weight Ib Lightning Rod .75" dia. x 4' A From Leg 0.25 0.0000 0.00 0.00 Beacon 29" x 16" dia. Dipole 2.5" dia. x 20' 6' Side Arm c None B From Face B From Leg 6.00 0.00 0.00 3.00 0.00 0.00 SM13-5-3 (sector mounts) (T-Mo) AHLOA (T-Mo) AHFIG (T-Mo) Nokia AEHC (T-Mo) FFVV-65C-R3-Vlw/Pipe Mnt (T-Mo) (3) 2.38" x 48" pipe mount (T-Mo) AHLOA (T-Mo) AHFIG (T-Mo) NokiaAEHC (T-Mo) FFVV-65C-R3-V1 w/ Pipe Mnt (T-Mo) c A A A A A B B B B None From Leg From Leg From Leg From Leg From Leg From Leg From Leg From Leg From Leg 3.00 0.00 0.00 3.00 0.00 0.00 3.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 3.00 0.00 0.00 3.00 0.00 0.00 3.00 0.00 0.00 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 382.00 380.00 388.00 378.00 370.00 370.00 370.00 370.00 370.00 370.00 370.00 370.00 370.00 370.00 No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice 0.30 0.71 1.00 1.52 1.61 2.48 2.71 3.21 5.00 7.03 9.07 13.22 2.50 5.50 8.50 14.50 34.80 47.30 59.80 84.80 2.22 2.41 2.61 3.04 0.00 0.00 0.00 0.00 6.78 7.11 7.46 8.16 21.14 21.79 22.45 23.80 0.87 1.11 1.37 1.90 2.22 2.41 2.61 3.04 0.00 0.00 0.00 0.00 6.78 7.11 7.46 8.16 21.14 21.79 22.45 23.80 0.30 0.71 1.00 1.52 1.61 2.48 2.71 3.21 5.00 7.03 9.07 13.22 2.50 5.55 8.60 14.70 34.80 47.30 59.80 84.80 1.39 1.55 1.72 2.08 1.30 1.48 1.66 2.05 2,79 3.04 3.30 3.84 11.27 12.70 13.98 16.22 0.87 1.11 1.37 1.90 1.39 1.55 1.72 2.08 1.30 1.48 1.66 2.05 2.79 3.04 3.30 3.84 11.27 12.70 13.98 16.22 15.00 18.13 23.94 44.18 20.00 51.71 86.69 167.01 50.00 86.96 136.55 274.21 200.00 300.00 400.00 600.00 1250.00 2190.00 3130.00 5010.00 84.00 102.23 123.34 175.01 71.00 89.83 111.74 165.61 103.00 147.21 196.00 308.08 149.20 289.49 440.51 778.75 15.00 22.33 32.49 61.95 84.00 102.23 123.34 175.01 71.00 89.83 111.74 165.61 103.00 147.21 196.00 308.08 149.20 289.49 440.51 778.75 HTE Hutter Trankina Engineering 32W27 3 Army Trail Road Wayne, IL 60184 Phone: 630-513-6711 FAX: Job VZN - 5000022794 - Iron River II Project 24097 Client TCG # 1242473 Page 16 of 22 Date 09:21:1506/11/24 Designed by Ulises Vazquez Description (3) 2.38" x 48" pipe mount (T-Mo) AHLOA (T-Mo) AHFIG (T-Mo) Nokia AEHC (T-Mo) FFVV-65C-R3-V1 w/ Pipe Mnt (T-Mo) (3) 2.38" x 48" pipe mount (T-Mo) Raycap RNSNDC-7771-PF-48 (T-Mo) RTH-2090-HC (T-Mo) ** Dipole 2.5" dia. x 20' 6' Side Arm 6-Ring Broadcast Ant Horiz angle 2" x 2" x 3' long (3) Element Yagi - 6' Long ** Reinf Sector Mounts-PJF (VZN) Face or Leg B c c c c c c B B B A A A c Offset Type From Leg From Leg From Leg From Leg From Leg From Leg From Leg From Leg From Face From Face From Face From Face From Leg None Offsets: Horz Lateral Vert /'ft _ft_ 0.00 0.00 0.00 3.00 0.00 0.00 3.00 0.00 0.00 3.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 1.50 0.00 0.00 6.00 0.00 0.00 3.00 0.00 0.00 4.00 0.00 0.00 0.50 0.00 0.00 3.00 0.00 0.00 A:imnth Adjustment 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 90.0000 0.0000 Placement ft 370.00 370.00 370.00 370.00 370.00 370.00 370.00 370.00 336.00 326.00 361.00-307.00 357.00-311.00 302.00 290.00 No Ice 1/2"Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice I" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice C.A Front ft2 0.87 1.11 1.37 1.90 2.22 2.41 2.61 3.04 0.00 0.00 0.00 0.00 6.78 7.11 7.46 8.16 21.14 21.79 22.45 23.80 0.87 1.11 1.37 1.90 2.40 2.59 2.79 3.21 1.20 1.34 1.48 1.79 5.00 7.03 9.07 13.22 2.50 5.50 8.50 14.50 32.23 42.75 53.27 74.31 0.60 0.81 1.04 1.50 2.90 5.30 7.70 12.50 36.00 45.60 55.20 CAAA Side ft2 0.87 1.11 1.37 HTE Hutter Trankina Engineering 32W273 Army Trail Road Wayne, IL 60184 Phone: 630-513-6711 FAX: Job VZN - 5000022794 - Iron River II Project 24097 Client TCG # 1242473 Page 17 of 22 Date 09:21:1506/11/24 Designed by Ulises Vazquez Description AIR 6419 w/8'Pipe Mnt (VZN) (2) NHH-65C-R2B w/ Mount Pipe(VZN) 4490 (VZN) 4890 (VZN) (2) 2.38"x96" pipe (VZN) Raycap RC2DC-3315-PF-48 (VZN) AIR 6419 w/8'Pipe Mnt (VZN) (2) NHH-65C-R2B w/ Mount Pipe(VZN) 4490 (VZN) 4890 (VZN) (2) 2.38"x96" pipe(VZN) Raycap RC2DC-3315-PF-48 (VZN) AIR 6419 w/8'Pipe Mnt (VZN) (2) NHH-65C-R2B w/ Mount Pipe(VZN) Face or Leg A A A A A A B B B B B B c c Offset Type From Leg From Leg From Leg From Leg From Leg From Leg From Leg From Leg From Leg From Leg From Leg From Leg From Leg From Leg Offsets: Hon Lateral Vert ft /'A 4.00 5.00 0.00 4.00 2.50 0.00 4.00 -2.50 0.00 4.00 -5.00 0.00 4.00 -3.75 0.00 4.00 -5.00 2.00 4.00 5.00 0.00 4.00 2.50 0.00 4.00 -2.50 0.00 4.00 -5.00 0.00 4.00 -3.75 0.00 4.00 -5.00 2.00 4.00 5.00 0.00 4.00 2.50 0.00 Azimuth Adjustment 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Placement /' 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 290.00 C^AA Front ft2 CA^A Side ft2 Weight Ib 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice 74.40 7.50 8.34 9.09 10.39 11.39 12.01 12.63 13.87 2.70 2.90 3.11 3.56 2.70 2.90 3.11 3.56 1.90 2.73 3.40 4.40 3.78 4.03 4.29 4.83 7.50 8.34 9.09 10.39 11.39 12.01 12.63 13.87 2.70 2.90 3.11 3.56 2.70 2.90 3.11 3.56 1.90 2.73 3.40 4.40 3.78 4.03 4.29 4.83 7.50 8.34 9.09 10.39 11.39 12.01 12.63 13.87 31.60 4.78 5.85 6.78 8.30 9.56 10.97 12.24 14.46 1.22 1.37 1.53 1.87 1.25 1.40 1.56 1.91 1.90 2.73 3.40 4.40 2.51 2.72 2.94 3.41 4.78 5.85 6.78 8.30 9.56 10.97 12.24 14.46 1.22 1.37 1.53 1.87 1.25 1.40 1.56 1.91 1.90 2.73 3.40 4.40 2.51 2.72 2.94 3.41 4.78 5.85 6.78 8.30 9.56 10.97 12.24 14.46 2000.00 114.20 178.75 249.86 415.78 81.20 167.91 264.34 490.40 70.00 90.15 113.30 169.39 70.00 90.39 113.80 170.43 22.00 36.37 56.01 111.76 32.00 63.40 98.56 180.91 114.20 178.75 249.86 415.78 81.20 167.91 264.34 490.40 70.00 90.15 113.30 169.39 70.00 90.39 113.80 170.43 22.00 36.37 56.01 111.76 32.00 63.40 98.56 180.91 114.20 178.75 249.86 415.78 81.20 167.91 264.34 490.40 HTE Hutter Trankina Engineering 32W273 Army Trail Road Wayne, IL 60184 Phone: 630-513-6711 FAX: Job VZN - 5000022794 - Iron River II Project 24097 Client TCG # 1242473 Page 18 of 22 Date 09:21:1506/11/24 Designed by Ulises Vazquez Description 4490 (VZN) 4890 (VZN) (2) 2.38"x96" pipe(VZN) ** (3) Beacon - Small 3.5" diax 4.5'pipe (2) Horiz C4 ribbed channel - 80" Lg. Dipole 2.5" dia. x 20' 6' Side Ann Beacons - Large Beacons - Large Dipole 2.5" dia. x 20' 6' Side Arm 2.38"- 6' lg Horiz Pipe Dipole 2.5" dia. x 20' Face or Leg c c c c c B B B B c A A A B Offset Type From Leg From Leg From Leg None From Leg From Face From Face From Face From Leg From Leg From Face From Face From Face From Leg Offsets: Horz Lateral Vert /( /(ft 4.00 -2.50 0.00 4.00 -5.00 0.00 4.00 -3.75 0.00 2.00 0.00 0.00 0.50 0.00 0.00 6.00 0.00 0.00 3.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 6.00 0.00 0.00 3.00 0.00 0.00 0.50 0.00 0.00 4.00 0.00 0.00 Azimnth Adjustment 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Placement ft 290.00 290.00 290.00 281.00 275.75 275.75 259.00 249.00 190.50 190.50 191.00 181.00 166.00 156.00 C.^AA Front ft2 C.4^,Side ff Weight !b No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice 2.70 2.90 3.11 3.56 2.70 2.90 3.11 3.56 1.90 2.73 3.40 4.40 0.09 0.15 0.22 0.38 1.30 1.57 1.86 2.47 4.44 5.11 5.78 7.12 5.00 7.03 9.07 13.22 2.50 5.50 8.50 14.50 1.62 2.49 2.72 3.21 1.62 2.49 2.72 3.21 5.00 7.03 9.07 13.22 2.50 5.50 8.50 14.50 1.43 1.93 2.30 3.06 5.00 7.03 9.07 13.22 1.22 1.37 1.53 1.87 1.25 1.40 1.56 1.91 1.90 2.73 3.40 4.40 0.09 0.15 0.22 0.38 1.30 1.57 1.86 2.47 0.00 0.00 0.00 0.00 5.00 7.03 9.07 13.22 2.50 5.55 8.60 14.70 1.62 2.49 2.72 3.21 1.62 2.49 2.72 3.21 5.00 7.03 9.07 13.22 2.50 5.55 8.60 14.70 0.00 0.00 0.00 0.00 5.00 7.03 9.07 13.22 70.00 90.15 113.30 169.39 70.00 90.39 113.80 170.43 22.00 36.37 56.01 111.76 20.00 21.37 23.56 31.00 34.00 45.51 60.28 100.20 20.00 50.00 80.00 140.00 50.00 86.96 136.55 274.21 200.00 300.00 400.00 600.00 40.00 73.67 110.66 195.16 40.00 73.67 110.66 195.16 50.00 86.96 136.55 274.21 200.00 300.00 400.00 600.00 20.00 32.85 47.75 90.36 50.00 86.96 136.55 274.21 HTE Hutter Trankina Engineering 32W273Army Trail Road Wayne, IL 60184 Phone: 630-513-6711 FAX: Job VZN - 5000022794 - Iron River 11 Project 24097 Client TCG# 1242473 Page 19 of 22 Date 09:21:1506/11/24 Designed by Ulises Vazquez Description Face or Leg A Offset Type From Face Offsets: Hon Lateral Vert ft /'A0.50 0.00 0.00 Azimnth Adjustment 0.0000 Placement ft 146.00 C.A Front ft CAAA Side ft2 Weight Ib 2.38"- 6' lg Horiz Pipe (3) Beacon - Small None (2) L3x3xl/4 diag (2) L3x3xl/4 diag (2) L3x3xl/4 diag A B c From Face From Face From Face 0.25 0.00 0.00 0.25 0.00 0.00 0.25 0.00 0.00 0.0000 0.0000 0.0000 0.0000 93.50 298.50 298.50 298.50 No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice No Ice 1/2" Ice 1" Ice 2" Ice 1.43 1.93 2.30 3.06 0.09 0.15 0.22 0.38 1.75 2.10 2.45 3.15 1.75 2.10 2.45 3.15 1.75 2.10 2.45 3.15 0.00 0.00 0.00 0.00 0.09 0.15 0.22 0.38 1.17 1.40 1.63 2.09 1.17 1.40 1.63 2.09 1.17 1.40 1.63 2.09 20.00 32.85 47.75 90.36 20.00 21.37 23.56 31.00 0.02 0.03 0.03 0.05 0.02 0.03 0.03 0.05 0.02 0.03 0.03 0.05 Dishes Description Face or Leg Dish Type Offset Type Offsets: Hor: Lateral Vert /( Azimith Adjustment 0 3dB Beam Width 0 Elevation ft Outside Diameter ft Apertwe Area ft2 Weight Ib 6 FT DISH C Paraboloid w/Radome From Leg 2.00 0.0000 0.00 0.00 275.75 6.00 No Ice 1/2" Ice 1" Ice 2" Ice 28.27 140.00 29.05 290.00 29.83 440.00 31.39 740.00 Section Capacity Table Section No. Elevationft Component Type Si:e Critical Element p Ib Ib Capacity Pass Fail Tl 380 - 360 Leg Diagonal Horizontal Top Girt Bottom GirtMid Girt GuyA@363.001 GuyB@363.001 GuyC@363.001 Top GuyPull-0ff@363.001 Torque Arm 1 1/27/83/4 7/87/87/89/16 9/16 9/16 3x1/2 TS2.5x2.5x.l875 217 33 49 121463 1457 1448 19 -28163.00 -4826.89 709.41 -487.80 -7257.25 -657.76 13293.30 13396.60 13314.80 -2974.90 70010.20 13034.80 19880.40 11099.20 11099.20 11099.20 21000.00 21000.00 21000.00 5931.32 40.2 37.0 3.6 4.4 65.4 5.9 63.3 63.8 63.4 50.2 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass 1458 29209.30 67896.00 44.6 Pass HTE Hutter Trankina Engineering 32W2 73 Army Trail Road Wayne, IL 60184 Phone: 630-513-67 U FAX: Job VZN - 5000022794 - Iron River II Project 24097 Client TCG# 1242473 Page 20 of 22 Date 09:21:1506/11/24 Designed by Ulises Vazquez Section No. T2 T3 T4 T5 T6 T7 T8 T9 T10 Elevation /' 360 - 340 340-320 320-300 300-297 297-280 280 - 260 260 - 240 240 - 230 230 - 220 Component Type Top@363.001 Torque Arm Bottom@363.001 Leg Diagonal Horizontal Top Girt Bottom Girt Mid Girt Leg Diagonal Horizontal Top Girt Bottom Girt Mid Girt Leg Diagonal Horizontal Top Girt Bottom Girt Mid GirtGuy A@310Guy B@310 Guy C@310 Leg Diagonal Top Girt Bottom Girt Leg Diagonal Secondary Horizontal Top Girt Bottom Girt Mid Girt Leg Diagonal Horizontal Secondary Horizontal Top Girt Bottom Girt Mid Girt Leg Diagonal Horizontal Top Girt Bottom Girt Mid Girt Leg Diagonal Horizontal Secondary Horizontal Top Girt Guy A@236 Guy B@236Guy C@236 Torque Arm Top@236 Leg Diagonal Horizontal Top Girt Si:e TS2.5x2.5x.l875 1 1/2 7/83/4 7/87/87/81 1/2 7/83/47/87/8 7/8 1 1/2 7/83/47/8 7/8 7/85/85/85/8 I 1/2 9/167/87/81 1/2 9/16 1 7/87/87/8 1 1/2 9/16 L3x3x3/161 7/8 7/8 7/813/47/83/4 7/87/87/813/4 7/8 L3x3x3/16 17/81/21/2 1/2 C 12x20.7 13/4 7/8 3/47/8 Critical Element 1466 6813285 71 7376 135 146 151 137139 142 201 211 217 202206208 147014691468265 274 270 273280 355 336 283286290364 380440387367371 374 467 482 525 470 473475533578 569 57253614801476 1471 1481 584613 612 588 pIb -29820.90 -33236.70 -2782.88 2759.44 -676.77 1796.92 2573.36 -34934.30 -2494.53 3096.81 -605.08 1568.42 2926.80 -49696.10 -3963.71 3969.71 -912.17 -1711.56 7303.34 16051.70 16096.10 16127.90 -53341.80 -3634.44 -969.13 -969.13 -62872.60 -1925.73 -1237.52 -1088.98 -1088.98 357.86 -65869.70 6973.51 -7128.96 -1140.90 -3797.52 -3639.34 -6270.13 -58035.50 -4295.47 3311.08 -1541.68 -2098.83 3048.62 -83503.30 12481.90 -15803.30 -4057.93 -6627.32 11482.30 11475.90 11459.00 -1722.95 -71416.30 -4490.92 5102.19 -5769.55 ePaiio,.Ib 41685.20 52905.50 13034.80 19880.40 11099.20 27059.40 27059.40 52905.50 13034.80 19880.40 11099.20 27059.40 27059.40 52905.50 13034.80 19880.40 11099.20 11099.20 27059.40 25440.00 25440.00 25440.00 54458.40 5537.88 11099.20 11099.20 64593.90 3158.58 17864.20 11099.20 11099.20 27059.40 63322.30 8051.56 28800.30 17864.20 11099.20 11099.20 11099.20 80232.40 13104.50 19880.40 11242.90 11242.90 27059.40 94208.80 27059.40 28843.20 18041.10 11242.90 16140.00 16140.00 16140.00 178229.00 80232.40 13104.50 19880.40 11242.90 % Capacity 73.2 62.8 21.3 13.9 6.1 6.6 9.5 66.0 19.1 15.6 5.5 5.8 10.8 93.9 30.4 20.0 8.2 15.4 27.0 63.1 63.3 63.4 97.9 65.6 8.7 8.7 97.3 61.0 6.9 9.8 9.8 1.3 104.0 86.6 24.8 6.4 34.2 32.8 56.5 72.3 32.8 16.7 13.7 18.7 11.3 88.6 46.1 54.8 22.5 58.9 71.1 71.1 71.0 34.4 89.0 34.3 25.7 51.3 HTE Hutter Trankina Engineering 32W273 Army Trail Road Wayne, IL 60184 Phone: 630-513-6711 FAX: Job VZN - 5000022794 - Iron River II Project 24097 Client TCG # 1242473 Page 21 of 22 Date 09:21:1506/11/24 Designed by Ulises Vazquez Section No. TH T12 T13 T14 T15 T16 T17 T18 T19 T20 Elevationft 220 - 200 200 - 180 180-160 160-150 150- 140 140-120 120-100 100 - 80 80-63 63-60 Component Type Bottom Girt Leg Diagonal Horizontal Top Girt Bottom Girt Mid Girt Leg Diagonal Horizontal Top Girt Bottom Girt Mid Girt GuyA@180.668 GuyB@180.668 GuyC@180.668 Leg Diagonal Horizontal Top Girt Bottom Girt Mid Girt Leg Diagonal Horizontal Top Girt Leg Diagonal Horizontal Secondary Horizontal Top Girt Bottom Girt Leg Diagonal Horizontal Top Girt Bottom Girt Mid Girt GuyA@120.668 GuyB@l20.668 GuyC@120.668 Leg Diagonal Secondary Horizontal Top Girt Bottom Girt Mid Girt Leg Diagonal Secondary Horizontal Top Girt Bottom Girt Mid Girt Leg Diagonal Secondary Horizontal Top Girt Leg Diagonal Bottom Girt Si:e 7/813/4 9/16 3/47/87/8 7/813/49/163/47/87/8 7/87/167/167/1613/4 9/163/47/87/8 7/813/49/163/4 7/813/4 9/16 L3x3x3/16 1 L3x3x3/167/813/49/16 L3x3x3/16 7/87/87/87/16 7/16 7/16 13/49/163/4 7/8 7/87/813/49/163/4 7/87/87/813/4 9/16 3/47/829/16 7/8 Critical Element 589620 683 678 622 625628 687 704703689691 694148514841483753 811810755758 760 819 844843821852 863889 869855 858904929922 907 910 91314881487 1486 982 1057 1000 985 988 993106610831084 1070 1073 10771150 1215 1171 115512191230 1222 p !b -1236.97 -68126.60 -1898.33 1549.50 -1205.32 -1205.32 1227.44 -64698.40 -1197.15 1543.77 -1204.17 3530.91 1246.37 7783.88 7680.55 7590.49 -77213.30 -2209.89 1614.95 -1349.89 -1349.89 1296.49 -78659.30 -1493.73 1490.72 -1362.42 -81592.70 4634.87 -6117.55 -1413.23 -2913.06 -2978.34 -79939.60 5100.90 -6255.60 -3402.64 -2884.18 -5447.63 8236.89 8104.46 8037.74 -82873.20 -2065.80 -1435.41 -1435.41 -1435.41 453.68 -83106.00 -1687.72 -1439.94 -1439.94 -1439.94 462.19 -86358.50 -1865.30 -1495.77 -1495.77 -88019.20 -1153.40 3851.45 0PallowIb 11242.90 80232.40 2912.34 19880.40 11242.90 11242.90 27059.40 80232.40 2912.34 19880.40 11242.90 27059.40 27059.40 12480.00 12480.00 12480.00 80232.40 2912.34 19880.40 11242.90 11242.90 27059.40 80232.40 2912.34 19880.40 11242.90 91111.20 8051.56 29516.20 18041.10 28843.20 11242.90 80232.40 8051.56 28843.20 11242.90 11242.90 11242.90 12480.00 12480.00 12480.00 90983.00 2912.34 6104.32 11242.90 11242.90 27059.40 90624.40 2912.34 6104.32 11242.90 11242.90 27059.40 90700.60 2912.21 6104.32 11242.90 109824.00 2956.28 27059.40 % Capacity 11.0 84.9 65.2 7.8 10.7 10.7 4.5 80.6 41.1 7.8 10.7 13.0 4.6 62.4 61.5 60.8 96.2 75.9 8.1 12.0 12.0 4.8 98.0 51.3 7.5 12.1 89.6 57.6 20.7 33.5 (b) 7.8 10.1 26.5 99.6 63.4 21.7 30.3 25.7 48.5 66.0 64.9 64.4 91.1 70.9 23.5 12.8 12.8 1.7 91.7 58.0 23.6 12.8 12.8 1.7 95.2 64.1 24.5 13.3 80.1 39.0 14.2 HTE flutter Trankina Engineering 32W273 Army Trail Road Section No. T21 T22 T23 T24 T25 Wayne, 1L 60184 Phone: 630-513-6711 FAX: Job Project Client Elevation Component ft Type GuyA@60.668 Guy B@60.668 Guy C@60.668 60 - 40 Leg Diagonal Horizontal Top Girt Bottom Girt Mid Girt 40 - 20 Leg Diagonal Horizontal Top Girt Bottom Girt Mid Girt 20-5.333 Leg Diagonal Horizontal Top GirtMid Girt 5.333-1.773 Leg Diagonal Horizontal Top Girt 1.773-0 Leg Diagonal Top Girt Bottom Girt VZN Size 7/167/167/162 9/163/47/87/8 7/829/163/47/8 7/87/8 29/163/4 7/87/829/163/4 3/42 5x1/23/4 5x1/2 - 5000022794 - Iron 24097 ran River TCG# 1242473 Critical Element 1491149014891233 1291 1290 12341237 12401299135713561301 13041306136514061385 1367 13691414 14231425 1415 1435144514371440 p Ib 6722.78 6561.64 6503.51 -88483.70 -2583.69 1546.91 -1557.31 -1557.31 1174.93 -92087.70 -1943.37 1490.84 -1595.01 -1595.01 1266.07 -92576.30 -1376.81 1361.45 -1603.47 1303.41 -93843.40 -2368.94 -1668.59 13783.00 -44671.80 -27344.80 7403.08 899.14 II 0Pallo,.Ib 12480.00 12480.00 12480.00 109801.00 2955.33 19880.40 11387.50 11387.50 27059.40 109801.00 2955.33 19880.40 11387.50 11387.5027059.40 109797.00 2955.17 19880.40 11387.50 27059.40 117218.00 4251.45 11054.50 19880.40 117210.00 44410.50 19880.40 81000.00 Leg(T7) Diagonal(T21) Horizontal(T9) Secondary Horizontal(T19) Top Girt (T24) Bottom Girt(Tl)Mid Girt(T7)Guy A (T9)Guy B(T9) Guy C(T9) Top Guy Pull-Off(Tl) Torque Arm Top (Tl) Torque Arm Bottom (Tl) Bolt Checks RATING = % Capacity 53.9 52.6 52.1 80.6 87.4 7.8 13.7 13.7 4.3 83.9 65.8 7.5 14.0 14.0 4.7 84.3 46.6 6.8 14.1 4.8 80.1 55.7 15.1 69.3 38.1 61.6 37.2 1.1 Summary 104.0 87.4 54.8 24.5 69.3 65.4 56.5 71.1 71.1 71.0 50.2 44.6 73.2 36.5 104.0 Page 22 of 22 Date 09:21:1506/11/24 Designed by Ulises Vazquez Pass Fail Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass REGIONS Area: Perimeter: Bounding box: Centroid: Moments of inertia Product of inertia; Radii of gyration: .---'";-^.^ X: Y: X: Y: X: Y: XY: X; Y: Principal moments (sq in I: J: :&Mpc5srr^. Pt^op r^J^T?s&3T1=^T? Cpg>C^ >!.M<30^LA5 ^"4^1^ 3.18686 sq in 8.71184 in -1.06250 -- 1.06250 in -0.87500 -- 1.06250 in 0.00000 in 0.09216 in 9.75291 sq in sq in 0.92924 sq in sq in 0.00000 sq in sq in 0.48606 in 0.53999 in ^ ^e. . ..— sq in) and X-Y directions about centroid: K ^ ..^.j5.. -_ iuO^ 0.72584 along [1.00000 0.00000] ^ ^Tl 0.92924 along [0.00000 1.00000] , ; A -y -> .=:- < ^,^ n ^I/16"ry^r. I ^" + ^. 2^^. - Cc^/r" ~\SK ~ ^ i/2 p(p(^ iu«. ., ^£? , =. ^.. ^..-....., ^ 'r 0 > ^ fc0 HTSQVERJ^i-3/4" YSL P>p& c^p^^ 4>f^/^.- ^,tf>>< -s^>c oD^'^ ^ S^k- y/^ uj^u) l^^.j^ 35^ . ^~^' 2^,^ s ^2^6" M/^ 4?^ AT p.^^^ .-^-^^^^ 10^ >P,^^•4-e) \'^r-p~- 0^^ Area: Perimeter: Bounding box: Centroid: Moments of inertia: Product of inertia: Radii of gyration: REGIONS 0.78158 X: Y: X: Y: X: Y: XY: X: Y: 8..71184 sq in -1.06250 -0.56250 0. 0.; 0.; e.- e.< 0.< 0.- .00000 .37578 ,29252 ,46885 00000 61178 77452 in in sq sq sq in in in in in in 1. 1. sq sq sq 06250 in 06250 in in in in 7'2 -P^E P^J^Wt^S ^--£nl&>^5 O^&l-Sfo 01 U (b3 Principal moments (sq in sq in) and X-Y directions about centroid: I: 0.18215 along [1.00000 0.00000] 3: 0.46885 along [0.00000 1.00000] C+1/16" ib^^jiu<^3i', s^.? - ? 3 ^ r ' ^ 0fO J0 -• £ r ?0 <r<^<^ . \!3(T ^^i' t -J j ^ - ^J tri JMr00 inU- )0'! 2: J^dOi' j-^ J'^tf » i^u^ a-(v 300y^ i • \ j ^j '- J : *T -wnsi<n ^" a. . r(^<Q•l; i ?0en1- iM! 0< S |x•t \ j •r -00^ r d:^4- ^ ~1 ^ ^ ^A^^(T - \^Qn~| 5 ^-^'" . - . , . / <-3^<T0^ f^ - J i2 - Q-0n^i-<\ ? -f t^c^ 5 €' ^^» -y -s ^5 r "^ -r ^3 . II \/ M>•/" " ^ i?^~ ^. '\^<p ; ^ ^^ ^' < N ir ^ ! c s i J r-<s c^ 4 ^• : r ^- <£;r t^iL . •^ ^ 0 ^ t s^ .s . ' - : \ . . . ' ^^1 ^ oi ^ ^1 M j ^' ? ; [ ^ ^ 1 <J l T3«r^ i lu | ? ^1^ 1 ^ <- A I- 4 ' pi iT I ^ -T 1} <] J0/^«i k^^1 < 5 t<T3-0tC ^n' < i^°^ uI i Q co 1 u a> u » § i Q > - m 11 ^.u% LU § I x0 V ) 2®a>t §^ i iI ? % t s ? m f e n J. l 0> % e > £' ^ 5 s ! S S W ^ T r 8 Jh : < f c U f a : - U 5 i " z i c ? ! = > ; 5 5 ^ t i I LOADS MU= Vu= Unfact. P DL = PUyVL= Pu total ^s- SOIL Y soil =Friction n = 'ultimate - water table = 0.0 ft-kip 1.00 kip 17.50 kip 252.50 kip 270.00 kip 0.60 0.110 kcf 0.30 5880 psf 20.00 ft SQR FOOTING B= t: Dist to bott cone —PIER Type: Dia/Side Height = Proj. abv grade= H .\ I /-K~ CONCRETE c ~~ y - :TG DESIGN ^ umax = (-lumin <-lu(face of pier) = ks req'd 's mm *s max - p1= d= cover = MUTTER 10.00ft 1.50ft 4.00ft 0.145 kcf CIRC 2.00ft 2.50ft 0.50ft W7~ i/" 16 J ^ 3000 psi eoksi 3353 psf 3299 psf 3331 psf 0.374 0.389 2.694 0.85 14.0 in 4.0 in (to d of steel) TRANKINA ENGINEERING CO., I CALCULATIONS theta = x = X2= Soil Vol. = Soil Wt.= Ftg Wt = Odeg 0.00ft Not used 250 ft3 27.50 kip 21.75 kip Check Overturning Mover = P total = MR = P(otal*B/2 = Soil Brg. Pressure Min. Ptotai = 'over e= e = <-lu max ^ (1u min = L = 3*e' =^ -^ ; theta / Ip'I ^ p w= MU= Vu1= Vu2= Check Ftg Reinf <fr= <frMn~ (^Vol= ^Vc2= bo = '.c. Consulting Structural Engineers 32 W 273 5 ft-kip 332.60 kip 1663ft-kip 3ressure 332.60 kip 5 ft-kip 0.01 ft n/a 3353 psf 3299 psf 10.00ft 4.00ft 21.97ft-kip 10.97 kip 270 kip 8- AS = 0.75 (shear), 28.29 ft-kip 13.80 kip 275 kip 119in (trapezoidal) = Pu WL+ 1.2-(P DL + Trapez. Soil W. Ftg Wl.) >Mook (0.3% cap) = Pu WL+ 1.2*(P DL + Trapez. Soil + Wt. Ftg Wt.) In middle 1/3 ok < phi*Qult = 3528 psf (95 % cap) Critical Width One Way Shr. Two Way Shr. (consv.) #7 0.481 0.9 (flexure) > Mu, OK (77.7 % Cap) >Vu1,OK(79.5%Cap) > Vu2, OK (98.3 % Cap) ARMY TRAIL ROAD, SUITE 100 WAYNE, ILLINOIS 60184 Tel. (630) 513-6711 JOB: VZN - IRON RIVER 2 #24097 SHEFT NC 26 OF CALCULATED BY: UV DATE: CHECKED BY: DATE: DESCRIPTION: .OADS fu= 17.17 kip u= 13.33 kip ^u = 21.7 kip (Resultant) SOIL f= 0.110 kcf Friction c= 0.30 Qpassive = 1980 psf (ultimate) Adhesion = 0 psf (ultimate) water = 99.00 ft Frost = 4.00 ft FOUNDATION DIMENSIONS 3 = 5.00 ft 8.00ft 2.00ft 3isttobott= 7.00ft 'c = 3000 psi ^Ptotai=0.75*(Tu/Ru ^sPtotai=0.75*(V,/R,*A^ Mu due to Tu = 13.3ft-kip Vu due to Tu = 6.66 kip Mu due to Vu = 17.2ft-kip Vu due to Vu = 8.58 kip HUTTER TRANKINA ENGINEERING Consulting Structural CALCULATIONS Soil Height = 8= x= Soil Vol. = Ws =Soil Wt.= Wc=Conc Wt = Aside = Side Adhesion = Afront = Front Adhesion = Atop=Top Surf. Adhesion = Passive = Friction = coeff.*0.9*(Ws+Wc) = Check Uplift u*Aside+Afront)+ 0.9*(Ws+Wc)*Tu/Ru = Check Sliding side+Atop+ Passive)+ Vy/Ru *Friction = Check Top Reinf Check Side Reinf Engineers 32 W 273 ARMY TRAIL ROAD, SUITE 100 WAYNE, ILLINOIS 60184 Tel.(630)513-6711 5.00ft 30deg 2.89ft 442 ft3 48.66 kip 12.00 kip 0.00 kip 0.00 kip 0.00 kip 31.68 kip 16.38 kip 33.48 kip 36.70 kip 5- 3- (trapezoidal) > Tu OK ( 39.8% Cap ) > Vu OK ( 46.8% Cap ) #5 #5 d= 20.0 in d= 56.0 in JOB: SHEET NO: CALCULATED BY: CHECKED BY: DESCRIPTION: Tu B <t)Mn' <^Vc: ^Mn. <l>Vc: R^~ -Vu, 131.9ft-kip > 98.59 kip > 221.6ft-kip > 110.42 kip > L Mu Vu Mu Vu VZN - IRON RIVER 2 27 uv ANCHOR AT 152' OK OK OK OK e (10.1% Cap ) (6.8% Cap ) ( 7.7% Cap ) (7.8% Cap) #24097 OF DATE: DATE: .OADS /u= u = ?u= SOIL /= Friction c= Qpassive = Adhesion = water = Frost = 43.84 kip 36.40 kip 57.0 kip (Resultant) 0.110 kcf 0.30 2640 psf (ultimate) 0 psf (ultimate) 99.00 ft 4.00ft :OUNDATION DIMENSIONS 3= list to bott = °c= Mu Vu Mu Vu 6.00ft 11.00ft 2.50ft 8.00 ft 3000 psi CALCULATIONS Soil Height = e= x = Soil Vol. = Ws =Soil Wt.= Wc=Conc Wt = Aside = Side Adhesion = Afront = Front Adhesion = A(op=Top Surf. Adhesion = Passive = Friction = coeff.*0.9*(Ws+Wc) = Check Uplift <|)sPtotai=0.75*(Tu/Ru*Aside+Afroni)+ 0.9*(Ws+Wc)*Tu/Ru = <^Pto.al=0.75*(V,/Ru*A3,de due to Tu = 50.1 ft-kip due to Tu = 18.20 kip due to Vu = 60.3 ft-kip due to Vu = 21.92 kip MUTTER TRANKINA ENGINEERING Consulting Structural 32 W 273 ARMY TRAIL Check Sliding sjde+A(op+ Passive)+ Vu/Ru *Friction = Check Top Reinf Check Side Reinf Engineers . ROAD, SUITE 100 WAYNE, ILLINOIS 60184 Tel.(630)513-6711 5..50ft 30deg 3..18ft 732 ft3 80. 24. o.c o.c o.c 72. 28.. .51 kip .75 kip 00 kip 00 kip 00 kip .60 kip .42 kip 60.52 kip 76.i.32 kip 6- 3- (trapezoidal) > Tu OK ( 60. Tu ^^^- >.1%Cap) > Vu OK ( 57.4% Cap ) #5 #5 d= 26.0 in d= 68.0 in JOB: SHEET NO: CALCULATED B1 CHECKED BY: DESCRIPTION: B <t>Mn. <^Vc: <))Mn. <frVc: f: 205.S Ru ^Vu, Sft-kip > 153.80 kip > 269.1 167.C VZN 1 ft-kip > 60 kip > L Mil Vu Mu Vu - IRON RIVER 2 28 uv ANCHOR AT 304' OK OK OK OK 9 ( 24.3% Cap (11.8% Cap (22.4% Cap (13.1% Cap #24097 OF DATE: DATE: )) )) APPROVALS VICINITY MAP N.T.S.REGIONAL MAP N.T.S.CONSULTANT TEAM sI REAL ESTATE: RF: CONSTRUCTION: EQUIPMENT ENGINEERING: OPERATIONS: ^-'t?,ff •r I"'-.. SITE LOCATION ••/ 3SPlDEpJJM<ERD ^,''V-- PROJECT TYPE PROPOSED ANTENNA MODIFICATION ON AN EXISTING WIRELESS SITE ..... .....S.SPlOERLh.KEW PROJECT CONSULTANT: STRUCTURAL CONSULTANT: (TOWER ANALYSIS) STRUCTURAL CONSULTANT:(MOUNT ANALYSIS) MOUNT ANALYSIS STATUS: MOUNT ANALYSIS RESULTS: MOUNT ANALYSIS DATE: STRUCTURAL ANALYSIS DATE: TERRA CONSULTING GROUP, LTD.600 BUSSE HIGHWAYPARK RIDGE, IL 60068 (847) 698-6400 HOTTER TRANKINA ENGINEERING32 W 273 ARMY TRAIL RD, SUITE #100WAYNE. IL 60184(630)513-6711 BY OTHERS COMPLETE PASSMODIFICATIONS DESIGNED 03/05/2024 06/11/2024 -,-§3s?Q •? =! io 5i^i's&5gm§^<ogP^—1 "-Q ^ r~-c\T< co E?n: UJ "co2 LU vII^IS 0a: CONTRACTOR PMI REQUIREMENTS PMI ACCESSED AT: SMART TOOL VENDOR PROJECT #. MDG LOCATION CODE: HTTPS://PMI.VZWSMART.COM 10224813 5000022794 •PMI AND REQUIREMENTS ALSO EMBEDDED IN MOUNT ANALYSIS REPORT MOUNT MODIFCATION REQUIRED:REQUIRED VZW APPROVED SMART KIT VENDORS REFER TO MOUNT MODIFICATION DRAWINGS PAGE FORVZW SMART KIT APPROVED VENDORS GENERAL CONTRACTOR TO FOLLOW ALL APPLICABLE BUILDING CODESOBSERVED BY LOCAL JURISDICTION venzon 1701 GOLF ROAD, TOWER 2, SUITE 400 ROLLING MEADOWS, ILLINOIS 60008 PHONE: (847)619-5397 FAX: (847)706-7415 y MDG LOCATION NUMBER: 5000022794 SITE NAME: IRON RIVER II 67085 W SPIDER LAKE RD IRON RIVER, Wl 54847 •'''/.<-'/,, OTHER UTILmES NOT INCLUDED IN 01CGERS H07UNE AND LOCAL UTIUH DISTRICTS AND COMPANIES SHALL ALSO BE NOTIFIED PROJECT INFORMATION OCCUPANCY: SITE ADDRESS: LATITUDE: LONGITUDE: STRUCTURE OWNER: UNINHABITED 67085 W SPIDER LAKE RDIRON RIVER, Wl 54847 46° 32' 48.8" N 91° 24'50.7" W (APPROXIMATE) (APPROXIMATE) CHEQUAMEGON COMMUNICATIONS COOPERATIVE APPLICANT: REAL ESTATE MANAGER: VERIZON WIRELESS 1701 GOLF ROAD,TOWER 2 SUITE 400ROLLING MEADOWS. IL 60008 SHAWN ESSEX (224) 384-9224 SHEET T-1 C-1 A-1 ANT-1 ANT-2 ANT-2A ANT-2B ANT-3 ANT-3A ANT^l EX-1 DRAWING INDEX TITLE SHEET SITE LAYOUT EQUIPMENT PLATFORM LAYOUT SITE ELEVATION ANTENNA LAYOUT PROPOSED ANTENNA LAYOUT PROPOSED ANTENNA LAYOUT ANTENNA INFORMATION COMBINER CABLE DATA & CABLE DIAGRAM DETAILS PHOTO EXHIBIT 22" x 34" IS FULL SCALE|11"x17" IS HALF SCALE REVISION MDG# 5000022794 IRON RIVER 11 67085 W SPIDER LAKE RD IRON RIVER, Wl 54847 CHECKED BY: SHEET TITLE TITLE SHEET SHEET NUMBER T-1 EXISTING TREE LINE (TYP.) EXISTING GUY WIRE(TYP.) EXISTING DOUBLE SWING GATE EXISTING CHAIN-LINK FENCE EXISTING UTILITCH-FRAME EXISTING OTHER CARRIER EQUIPMENT SHELTER (FTP.)EXISTING —^^ EXISTINGBOLLARD (TYP.)EXISTING GRAVEL COMPOUND EXISTING LESSEE \.rMETER ^'-^ EXISTING OTHER CARRIEREQUIPMENT PLATFORM EXISTINGGRAVELACCESS DRIVE_ _ _ ^- J. — — EXISTING OTHER CARRIEREQUIPMENT (Tl'P.) EXISTING LESSEE* EQUIPMENT PLATFORMEXISTING RETAINING WALL(TYP.) EXISTING OTHERCARRIER ICE BRIDGE (TYP.)EXISTING LESSEEGENERATOR PROPOSED LESSEE EQUIPMENTTO BE MOUNTED ON GUYED TOWER. SEEANT-1. ANT-2. &ANT-2A EXISTING LESSEE ICE BRIDGE EXISTING 8' X 8'FOUNDATION (V.I.F.)MODIFICATIONS TO EXISTING FOUNDATIONREQUIRED. PLEASE REFER TO STRUCTURALANALYSIS FOR REINFORCEMENT DESIGN. 22" X 34' PRINT IS THE FULL SCALE FORMAT. ANY SIZE OTHER THANTHAT IS AT REDUCED SCALE. EXISTING,^ GRASS AREA THIS SITE PLAN WAS CREATED OFF OFFIELD MEASUREMENTS BY THE DESIGNER,AS BOUNDARY SURVEY WAS NOT SUPPLIEDFOR PURPOSES OF SITE LAYOUT. 0SITE LAYOUT ss §^l! lL(s8£r1^—j -'. Q ^r,-~-0 n 5 co &Oo^tf'm2 UJ ">gllp Si ,^Su:MllllIlls8 ^ MDG# 5000022794 IRON RIVER II 67085 W SPIDER LAKE RDIRON RIVER, Wl 54847 CHECKED BY: SHEET TITLE SITE LAYOUT SHEET NUMBER C-1 0. 0 - D - D - 0 > V ~ S - 0 =! b o b 0 - o n - a ±0 0 0 co a > c o m m m a a a n - o n CD C D C D S^ ^ 5 03 C O < P m c ( = m |8 s ! iF I 5~ | - f f l a -< — 00 ^ c > ~ ; 1^3i ? -I " 0 sN ! 3: ° a -a $. -j m^° 1 m Il l ^p m 0> _ ^ 1 ^§ 0 S iiII§3 !> -I ? ) D ^0z 73 m;0 010QliK£ ^1 = t t : CD RE V I S I O N S DE S C R I P T I O N IS S U E D F O R R E V I E W IS S U E D F O R F I N A L TE R R A 60 0 B U S S E H I G H W A Y PA R K R I D G E , I L 6 0 0 6 8 PH : 8 4 7 - 6 9 8 - 6 4 0 0 FA X : 8 4 7 . 6 9 8 . 6 4 0 1 ve r i z o r r 17 0 1 G O L F R O A D , TO W E R 2 , S U I T E 4 0 0 RO L L I N G M E A D O W S , I L 6 0 0 0 8 PH O N E : ( 8 4 7 ) 6 1 9 - 5 3 9 7 FA X : ( 8 4 7 ) 7 0 6 - 7 4 1 5 NOTES:THIS DRAWING IS FOR EXHIBIT ANDLAYOUT PURPOSES ONLY. PLEASE REFER TO TOWER ANALYSIS PROVIDED BY MUTTER TRANKINAENGINEERING AND MOUNT ANALYSISPROVIDED BY OTHERS FOR ANALYSIS AND STRUCTURAL REQUIREMENTS. MOUNT AND TOWER MODIFICATIONSREQUIRED. NO ANTENNA OR LINE WORK TO BEGIN PRIOR TO COMPLETION OFREINFORCEMENT INSTALLATION. THE ANALYSIS OF THE ANTENNA MOUNT WAS PERFORMED BY OTHERS. TERRACONSULTING GROUP IS NOTRESPONSIBLE FOR THE ANTENNA MOUNT.THE OWNER DIRECTLY CONTRACTED THE MOUNT ANALYSIS WITH OTHERS. EXISTING OTHER CARRIERWHIP ANTENNA (TYP.) EXISTING LIGHTNING ROD EXISTING LIGHT BEACON EXISTING OTHER CARRIERANTENNAS FULL SCALE PRINT IS ON 22"x34" MEDI/HALF SCALE PRINT IS ON 11"x17" MEDI/ EXISTING FM ANTENNA(TYP.) EXISTING GUY WIRE(TYP.) EXISTING OTHER CARRIER\/~ WHIP ANTENNA EXISTING GUYED TOWER. MODIFICATIONSREQUIRED. PLEASE REFER TO STRUCTURALANALYSIS FOR REINFORCEMENT DESIGN. EXISTING YAGI ANTENNA MOUNT MODIFICATIONS REQUIREDPLEASE REFER TO MOUNT ANALYSIS (6) PROPOSED RADIOS MOUNTED TO SECTOR FRAME SEE ANT-2A AND ANT-3. SHEETS PROVIDED BY OTHERS (2) PROPOSED RAYCAP JUNCTIONBOXES MOUNTED TO SECTOR FRAME. SEEANT-2AANDANT-3. LESSEE ANTENNA LEVEL. FOR ANTENNA CONFIGURATION SEE ANT-2, ANT-2A, &ANT-3. FOR ANCILLARY EQUIPMENTCONFIGURATION SEE ANT-3 EXISTING OTHER CARRIER DISH ANTENNA (6) EXISTING 1-5/8" 0 COAX CABLES ROUTED TO LESSEEANTENNAS TO BE REMOVED. (2) PROPOSED HYBRID CABLES TO BE ROUTEDTO PROPOSED RAYCAP JUNCTION BOXES. SEE ANT-3 FOR CABLE SPECIFICATION & REFER TOSTRUCTURAL ANALYSIS FOR EXACT PLACEMENT EXISTING OTHERCARRIER ICE BRIDGE EXISTING LESSEEEQUIPMENT PLATFORM MODIFICATIONS TO EXISTING FOUNDATIONREQUIRED. PLEASE REFER TO STRUCTURAL ANALYSIS FOR REINFORCEMENT DESIGN. EXISTING OTHERCARRIER SHELTERS EXISTING CHAIN-LINK FENCE(PARTIALLY SHOWN FOR CLARITY) 0 EAST ELEVATION SCALE: 3/32" =1'-0"± Is D^=i;0^§tuss~?SSjpssu-MOf^—I „ Q ^- ,—'CM < m^Ct L" ~mLLJ '"'ellp 0D: s. •Isuiillii'ZmS°'X^ si^ ^ MDG# 5000022794 IRON RIVER II 67085 W SPIDER LAKE RDIRON RIVER, Wl 54847 SITEELEVATION SHEET NUMBER ANT-1 NOTES: 1. THIS DRAWING IS FOR EXHIBIT AND LAYOUT PURPOSES ONLY. VERIZON WIRELESS HAS PROVIDED A MOUNT ANALYSIS (BY OTHERS)THAT NEEDS TO BE REVIEWED BY THE CONTRACTOR. IF THERE IS ANYDISCREPANCY BETWEEN THE MOUNT ANALYSIS AND THIS DRAWING.CONTRACTOR IS TO NOTIFY VERIZON WIRELESS. THE MOUNT ANALYSIS IS THE GOVERNING DOCUMENT. 2. NO ANTENNA OR LINE WORK TO BEGIN PRIOR TO CONFIRMATION OFADEQUATE TOWER AND MOUNT CAPACITY. 3. G.C. TO VERIFY ANTENNA TECHNOLOGIES PRIOR TO REMOVAL OF ANYANTENNAS. 4. REFER TO ANT-3 & ANT-3A FOR DETAIL ON EXISTING & PROPOSED RFCONFIGURATION. IN SECTOR-ALPHAAZIMUTH 20° EXISTING SECTOR FRAMETO REMAIN (TfP. OF 3) SECTOR-GAMMA AZIMUTH 270° EXISTING ANTENNA TO BE REMOVED (FTP. OF 3) SECTOR - BETAAZIMUTH 150° G>EXISTING ANTENNA LAYOUT N.T.S. a^=!t"5^yw°li3:§ I j s §s 11 II•— 0 tM"< CO &s cs ec L" ".S LUP gu5SI||E 0or MDG# 5000022794 IRON RIVER II 67085 W SPIDER LAKE RD IRON RIVER, Wl 54847 CHECKED BY: SHEET TITLE ANTENNALAYOUT SHEET NUMBER ANT-2 NOTES: 1. THIS DRAWING IS FOR EXHIBIT AND LAYOUT PURPOSES ONLY.VERIZON WIRELESS HAS PROVIDED A MOUNT ANALYSIS (BY OTHERS)THAT NEEDS TO BE REVIEWED BY THE CONTRACTOR. IF THERE IS ANYDISCREPANCY BETWEEN THE MOUNT ANALYSIS AND THIS DRAWING,CONTRACTOR IS TO NOTIFY VERIZON WIRELESS. THE MOUNT ANALYSIS IS THE GOVERNING DOCUMENT. 2. NO ANTENNA OR LINE WORK TO BEGIN PRIOR TO CONFIRMATION OFADEQUATE TOWER AND MOUNT CAPACITT. 3. G.C. TO VERIFY ANTENNA TECHNOLOGIES PRIOR TO REMOVAL OF ANYANTENNAS. 4. REFER TO ANT-3 & ANT-3A FOR DETAIL ON EXISTING & PROPOSED RFCONFIGURATION. IN PROPOSED ANTENNA(TYP. OF 6) EXISTING SECTOR FRAMETO REMAIN (Tl'P. OF 3) N77 PROPOSED RADIO 4890 MOUNTED TO BACK OF ANTENNAPIPE (T]'P. OF 3). SEE ANT-2B SECTOR - GAMMAAZIMUTH 270° PROPOSED RADIO 4490MOUNTED TO BACK OF ANTENNAPIPE (TfP. OF 3). SEE ANT-2B PROPOSED 6419 AIR ANTENNAMOUNTED TO ANTENNA PIPE (TTP. OF 3). SEE ANT-2B. PROPOSED RAYCAP JUNCTION BOX MOUNTED TO BACK OF ANTENNAPIPE (Fl'P. OF 2). SEE ANT-2B NOTE:THE GENERAL CONTRACTOR IS TO REFER TO THE STRUCTURAL MOUNT ANALYSISPERFORMED BY OTHERS. THIS IS A REPRESENTATION TAKEN DIRECTLY FROM THATANALYSIS. IF THERE IS CONFLICT BETWEEN THE ANALYSIS AND DRAWINGS, THE ANALYSIS TAKES PRECEDENT. VERIZON WIRELESS CONTRACTED DIRECTLY WITH THEMOUNT ANALYSIS ENGINEER: TERRA IS NOT RESPONSIBLE FOR THE MOUNT ANALYSIS. 0 PROPOSED ANTENNA LAYOUT N.T.S. MDG# 5000022794 IRON RIVER 11 67085 W SPIDER LAKE RDIRON RIVER, Wl 54847 CHECKED BY: PROPOSED ANTENNALAYOUT SHEET NUMBER ANT-2A NOTE:THE GENERAL CONTRACTOR IS TO REFER TO THE STRUCTURAL MOUNT ANALYSIS PERFORMED BYOTHERS. THIS IS A REPRESENTATION TAKEN DIRECTLY FROM THAT ANALYSIS. IF THERE IS CONFLICT BETWEEN THE ANALYSIS AND DRAWINGS. THE ANALYSIS TAKES PRECEDENT. VERIZON WIRELESSCONTRACTED DIRECTLY WITH THE MOUNT ANALYSIS ENGINEER; TERRA IS NOT RESPONSIBLE FORTHE MOUNT ANALYSIS. Plan View Front View - Loota'ng at Structure •BB ~(S£^ 0 ALPHA SECTOR Plan View Front View - Looking at Structure •IS8) BETA SECTOR ss s^^§lua3~S'S§| § £ g^ His-Q <N< m^Un:1" "co,S LU " 0OL Plan View Front View - Looking at Stiucture GAMMA SECTOR ReBf Model ALPHA SECTOR Height Width H Dlst Pipe Pipe Ant (in) (in) FmL. » Pcs V Pos C. Ant Ant Frm T. H Off A2 R3 A2 R4 A1 A5 NHH-65C-R2B 4490 NHH-65C-R2B 4890 Air 6419 RVZDM315-PF-48 96 20.6 96 20.6 28.3 29.5 11.9 15.7 11.9 15.7 18.1 16.5 121 121 51 51 3 3 2 2 3 3 4 4 b a a a a a Front Behind Front Behind Front Behind 48 12 48 12 48 12 0 0 0 0 0 0 Added Added Added Added Added Added BETA SECTOR Height Width H Dlst Pipe Pipe Ant (In) (in) FnnL. # PosV Pas C. Ant Ant Frm T. H Off A2 R3 A2 R4 A1 A5 NHH-85C-R2B A490 NHH-65C-R2B 4890 Air 6419 RVZDC-3315-PM8 86 20.6 96 20.6 28.3 29.5 11.9 15.7 11.8 15,7 16.1 16.5 121 121 51 51 3 3 2 2 3 3 4 4 b a a a a a Front Behind Front Behind Front Behind 48 12 48 12 48 12 0 0 0 0 0 0 Added Added Added Added Added Added GAMMA SECTOR Height Width H Dlst Pipe Pipe Ant C. Ant Ant (in) (in) FnnL. # Pcs V Pos FmT. H Off Status A2 R3 A2 R4 A1 NHH.65C-R2B 4490 NHH-65C-R2B 4890 Air 6419 98 20.6 96 20.6 28.3 11.9 15.7 11.9 15.7 16.1 121 121 51 51 3 z 2 3 3 4 b a a a a Front Behind Front Behind Front 48 12 48 12 48 0 0 0 0 0 Added Added Added Added Added MDG# 5000022794 IRON RIVER II 67085 W SPIDER LAKE RD IRON RIVER, Wl 54847 CHECKED BY: PROPOSED ANTENNALAYOUT SHEET NUMBER NOTE:THE GENERAL CONTRACTOR IS TO REFER TO THE STRUCTURAL MOUNT ANALYSIS PERFORMED BY OTHERS. THIS IS A REPRESENTATION TAKENDIRECTLY FROM THAT ANALYSIS. IF THERE IS CONFLICT BETWEEN THE ANALYSIS AND DRAWINGS, THE ANALYSIS TAKES PRECEDENT. VERIZONWIRELESS CONTRACTED DIRECTLY WITH THE MOUNT ANALYSIS ENGINEER; TERRA IS NOT RESPONSIBLE FOR THE MOUNT ANALYSIS. ANT-2B Antenna Summary Added 700 850 1900 AWS AWS3 L-Sub6 Make Model SG Ericsson AIR64 LTE LTE LTE LTE LTE COMMSCOPE NHH-65C-R2B Removed 700 860 1900 AWS AWS3 L-Sub6 Make LTE LTE ANTE! Hem Description HEX PORT, AWS/PCS/700/8SO, 8 FT, 65 HBW, Item Description Centeriine Tip Height Azimuth 20(A) 150(B) 270(0 RET 291.2 4xRx InstType Quantity Item ID false PHYSICAL 3 290 20(A) 150(B) 270(0 PHYSICAL 6 1900056293 fle tame d 700 850 1900 AWS AWS3 L-Sube Make BXA-70063-8CF Model ttem Description Centeriine Tip Height Azimuth 20(1) 290 2935 150(2) 27u(3) Centeriine Tip Height Azimuth RET 4xRx InstType Quantity Item ID fabe PHYSICAL 3 RET 4xRx Inst Type Quantity Item ID No da;aavai!ab!e. 0 ANTENNA SUMMARY N.T.S. --0Q^=!io5:^yOT-m^•S 1111•^^B 0 c\T< co £:3 a: ^ a:-5s:llp i L3S^ ~,2S uMiillisi Equipment Summary AMH Location Tower Tower Tower ShfiHer TOO LTE 850 LTE 1900 LTE AWS AWS3 LTE L.Sub SG 6 Make Ericsson Ericsson Ericuson RAVCAPIHC Mods) 4490 AtR64ia_B770 4890 RVZDC-3315-P RAYCAPINC RVZDC.3315.PF.4a RAYCAPtNC 3315-ALM.RS485 JMA INFORMATION PB-19-SVS-16-BBTECHNOLOGY JMA INFOfiMATION PB-PSU-ICS-BB TECHNOLOGY ROSENBERGER HCH<6244SXXX JMA INFORMATION PB-PSU-COV-BB TECHNOLOGY Henwved Location Shelter Towsr Tower fletained Location 700 850 1900 AWS AWS3 LIE LTE L.SubC Make EfllCSSONINC ERICSSON INC Commscop& Model KRCT856/1 KRC161652/3 15/8" 700 ago 1900 AWS Awsa L-Sub6 Make Item Description Tower Top and Base power protection ?e TowwTopand Bar power protection fibe RETROFIT FOR TOE80VPDIST BOX 191N 16 OUTPUT DC BOOST SHELF wOMM BOOST MODULE2 CH 1600 A LOW INDUCT HYBRID S10FT6#6PWR 13»R SM F SLOT BUNK COVEK.PSU Item Deccriptioti Install Type Quantity Item ID RULB13700MMZ PHYSICAL 6 1900136490 RADIO 2212 B5 PHYSICAL 3 1900136569 PHVSICA1. 6 Item Description Install Type Quantity Item ID Install Type Quantity Item ID PHYSICAL 3 PHYSICAL 3 PHYSICAL 3 PHYSICAL 2 PHYSICAL 2 PHYSICAL 4 1900070685 PHYSICAL 1 1900400629 PHYSICAL B 1900400627 PHYSICAL 2 190043S717 EQUIPMENT SUMMARY N.T.S. MDG# 5000022794 IRON RIVER I 67085 W SPIDER LAKE RDIRON RIVER, Wl 54847 CHECKED BY; SHEET TITLE ANTENNAINFORMATION SHEET NUMBER ANT-3 RF EMISSIONS REPORT PROVIDED YES DATE OF REPORT:. I NO SIGNAGE/BARRIERS REQUIRED YES I NO ESTIMATED MAIN LINE HYBRID LENGTH ANTENNA CENTERLINE (±) 290' ICE BRIDGE LENGTH (±) 26' SHELTER (±) 8' TOTAL (±) 324' POWER SHIFT OR POWER BOOST NEEDED DUE TO HYBRID LENGTH OVER 175 FEET EXISTING EQUIPMENT TO BE REUSED LOCATION TOP BOTTOM COMPONENT MAIN RAYCAP MAIN RAYCAP COUNT 0 0 EXISTING CABLING TO BE REUSED Pl'PE HYBRID COAX SIZE MAIN TRUNK N/A COUNT 0 0 0 RAYCAP/HYBRID CABLE INFORMATION N.T.S. £L Alpha, Beta, Gamma a BETficsyisic^ay-ocrt ^Biaantler—caAiracacdrtf^o&and UafmcartunBS ;aa«t*i]ft«unimEntevr»«a-»cn^p.miln^toovrfK™:mMI^aQaai«a!>CT^W«WlCTlBA>di(;*«rtiSllu«iit^1w CABLE DIAGRAM N.T.S. -,-§28!,°Q ?=!to5:^UJmro's-•s liliI— OCM~^5&°gi^s Pg CO z X('IIPg Si 3.^l!jiillls! MDG# 5000022794 IRON RIVER II 67085 W SPIDER LAKE RDIRON RIVER, Wl 54847 CHECKED BY: COMBINER CABLE DATA& CABLE DIAGRAM SHEET NUMBER ANT-3A #2 AWG INSULATED GROUNDWIRE TO COLLECTOR GROUND BAR, TYP. COLLECTOR GROUND BAR EXISTING GROUND BAR BONDEDTO EXISTING GROUND SYSTEM NOTES: 1. DETAIL IS CONCEPTUAL ONLY. PLEASE SEE ECRAND LAYOUT SHEETS FOR ACTUAL EQUIPMENTCONFIGURATION. 2. GROUND CONNECTIONS MUST BE DOUBLEHOLE CONNECTION. SPECIAL EXCEPTION ONLYTO EQUIPMENT THAT WILL NOT ALLOW FOR ADOUBLE HOLE CONNECTION. G>TYPICAL APPURTENANCE GROUNDING SCALE: N.T.S. NOTES:1. DO NOT INSTALL CABLE GROUND KIT AT A BEND ANDALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. THIS DETAIL IS TYPICAL FOR EACH COAX CABLE WHERE ITIS SPECIFIED TO BE GROUNDED 3. CABLE TO BE GROUNDED AT ANTENNA LEVEL AND PRIOR TO ENTERING SHELTER ENTRY PANEL. 4. CABLE ALSO TO BE GROUNDED TO GROUND BAR AT TOWER BASE IF APPLICABLE. 5. USE ONLY TIN PLATED GROUNDING KITS. COAX/HYBRIDCABLE WEATHERPROOFING KITS ©'1^ GROUNDING STRAP KITS SCREW ON LUG ATTACHED TOGROUNDING WIRE GROUNDING STRAP KITS I COAX / HYBRID CABLE GROUND KIT DETAIL N.T.S. SPECIFICATIONS DC SURGE PROTECTION FOR RRU/INTEGRATED ANTENNA RADIO HEAD APPLICATION: TOWER / BASE / ROOFTOP / ROOFTOP DISTRIBUTION MODELS WEIGHT: 32LBS (14.51 KG) [mm] INCHES PROPOSED RAYCAP JUNCTION BOX MODEL# RCMDC-3315-PF-48 OR RCMDC-3300-PF-48 OR APPROVED EQUAL FRONT VIEW SIDE VIEW BOTTOM VIEW RAYCAP JUNCTION BOX DETAIL SCALE: N.T.S. I Q^='?5l^isS^gmiSu-wO^^-i "-Q ^ ,—i^N ON<co&u n: y ~i2 Hi =-yip0B: MDG# 5000022794 IRON RIVER I 67085 W SPIDER LAKE RD IRON RIVER, Wl 54847 SHEET TITLE DETAILS SHEET NUMBER ANT-4 e ^ WS S S S ' r " ' 'i S S S K w ^ s i s s ^ ^^ ^ ^ ! y . ^ - ' : : / ^ ^ s ^ s ^ ^s ^ ^ ^ i t l ' ^ ^ ^ : ^ ^ l ! ^ ^ , , ' - . 's ^ s ^ w : ' W v i S K ^ ^' S i . ^ S ' • W S S S f s w : ^ . ;i S B I is ^ •^ : . ^ ^ ' ^ ^ , ^ 1.< % ^ . S ^ &' - . 3' S S f t S © ~0Imx3: 0) _ ~ » 1 :F i o a os ; IIIIs^ > g^ -^ v a ^0 ;0 mv 010Q§i ^2 -~ s | f t co-^ RE V I S I O N S DE S C R I P T I O N IS S U E D F O R R E V I E W IS S U E D F O R F I N A L TE R R A 60 0 B U S S E H I G H W A Y PA R K R I D G E , I L 6 0 0 6 8 PH : 8 4 7 - 6 9 8 - 6 4 0 0 FA X ; 8 4 7 . 6 9 8 - 6 4 0 1 ve r i z o r r 17 0 1 G O L F R O A D , TO W E R 2 , S U I T E 4 0 0 RO L L I N G M E A D O W S . I L 6 0 0 0 8 PH O N E ; ( 8 4 7 ) 6 1 9 - 5 3 9 7 FA X : ( 8 4 7 ) 7 0 6 - 7 4 1 5 verizon^fuze I RFDS Project Details MIDWEST > Upper Midwest > Hlinois/Wisconsin >Wisconsin > Iron River II RF Submit by: Islam. Md Toufikul - md.toufikul.islam@verizonwireless.com -12/28/2023, 12:50:50 PM EE Submit by; Adanlawo, Oluleke - o1uleke.adanlawo@verizonwireless.com -1/5/2024, 8:56:34 AM Location Information FUZE Project ID: 17120685 Project Name: 4G AWS3 - Carrier Add Project Alt Name: 5G L-Sub6 (Pending RFDS for Alt. Name) Project Type: Modification Modification Type: RF Designed Sector Carrier 4G: 23 Designed Sector Carrier 5G: N/A Additional Sector Carrier 4G: N/A Additional Sector Carrier 5G: N/A FP Solution Type &Tech Type: MODIFICATION;4G AWS.4G AWS3.4G PCS.5G L- Sub6 Carrier Aggregation: false MPTId: eCIP-0: false Suffix: Site ID: 1417563 E-NodeBID: 210306,101010.1010101 MDG Location ID: 5000022794 PSLC:250290 Switch Name: Plymouth Meeting Tower Owner: Tower Type: Self Support (Lattice Tower) Site Type: MACRO Site Sub Type: TRADITIONAL Street Address: 67085 W Spider Lake Rd City: Iron River State: Wl Zip Code: 54847 County: Bayfield Latitude: 46.54688889 / 46" 32' 48.8" N Longitude: -91.41408333 / 91° 24' 50.7" W RFDS Project Scope: 12/28/2023: Submitted Mod RFDS. Kept LB tilt settings as existing but SP can change Proprietary and CcnfidenUa). Not for disclosure outside ofVeri; Equipment Summary Added Location Tower Tower 1900 AWS AWS3 L-Sub6 Make Ertesson SG Ericsson Ericsson RAYCAPINC JMA INFORMATION TECHNOLOGY JMA INFORMATION TECHNOLOGY ROSENB6RGER CDSLLC Model 4490 AIB6419.B77D 4890 RVZDC-331S.PF.4S RVZDC-3315.PF-48 3315-ALM-RS485 PS.19.SVS.1G.BB PB-PSU-162.BB HCH-66244SXXX Item Description Tower Top and Bass power protection fibe Tower Top and Base power protection tibe RETTtOMTFOR THE60VPD1ST BOX 191N 16 OUTPUT DC BOOST SHELF WOMM BOOST MODULE 2CH1SOOA LOW 1NDUCT HYBRID 510FT 6#6PWR12PRSM Install Type Quantity Item ID PHYSICAL 3 PHYSfCAt 3 PHYSfCAt. 3 PHYSICAL 2 1900422 1900422667 1900070685 PHYSICAL 2 Location Shelter Tower Retained Location 700 us 700 1900 AWS AWS3 JMAINFORMATION TECHNOLOGY ..Sub6 Make ERICSSON INC ERICSSONINC Cmmicop. PB.PSU-COV.BB Mode! KRC1185G/1 KRCI616S2/3 15/8" SLOT BUNKCOVER, PSU Item Description Install Type Quantity Item ID RULB13700MHZ PHYSICAL 6 1900136490 RADIO 2212 85 PHYSICAL 3 PHYSICAL 6 1900136569 Item Description Install Type Quantity Item ID Added 700 850 1900 AWS AWS3 L-Sub6 Make Model 5G Ericsson AIR6419 COMMSCOPE NHH.65C-1 Antenna Summary Centerline Tip Height Azinr HEXPORT, AWS/PCS/700/850, 8 FT, 65 HBW, 20W150(B) 270(C) 20(A)160IB)Z701C) RET 4xRx InsLType Quantity Item ID false PHYSICAL 3 false PHYSICAL 6 1900056 Removed 700 850 1900 AWS AWS3 L-Sub6 Make Model BXA.70063-8CF Centerline Tip Height Azimuth 20<1) 293.9 150(2) 270(3) 290 4xRx InsLType Quantity Item ID false PHYSICAL 3 Retained 700 850 1900 AWS AWS3 L-Sub6 Make Centerline Tip Height Azimuth txRx tnsLType Quantity Item ID Sem'ce Info AztmuthCell/ENode BIDAntenna Model Antenna MakeAntenna CenterifnefFt) Mechanical Down-TtttfDeg.)Electrical Down-TiltTip HeightRegulatory PowerDLEARFCN Channel Bandwidth(MHz)Total ERP(W)TMA MakeTMA Mode!RRU MakeRRU Model Number ofTx.Rx LinesPosition Tfansmrlterlds°"r" Sector AzimirthCdl/.ENodeBIDAntenna Model Antenna MakeAntenna Centeriine{Ft) Mechanical Dov»n-Tilt(Deg.)Electrical Down-TiltTip HeightRegulatory PowerDLEARFCN Channel Bandwidth [MHz)Total ERP(W)TMA MakeTMA ModelRRU MakeRRU Mode]Number of TX,RK Lines PositionTransmitter Id Source 0120210306BXA-70D63-8CF ANTEL 29.0I2293.9133.025230 101197.16 EricssonZxHULOlB13 2.2. 1497424;ATOLL.API 293.9133.025230 14974243ATOLL^API COMMSCOPE COMMSCOPE 20S43411ATOLLAPI 0002 20S43400ATOLL_API 20543412ATOLL.AP) SectorArimuthCell/ENodeBIDAntenna Model Antenna Make Antenna CenterrmatFt)HanicalDown-TitttDeg.)Electrical Down-TlltTip HeightRegulatory PowerDLEARFCN annelBandwidthtMHe)Total ERP(W)TMA MakeTMA ModelRRU MakeRRU Modellumber ofTx.Rx Lines PositionTransmitter Id Source 0120210306BXA-70063-8CF AOTEL29012293.9354.712560 101596.; 1 Ericsson221Z B522 14974245ATOLLAPI 14974246ATOLLAPI 233.9354.7.12560 14974247ATOLLAPI NHH-65C-R2B COMMSCQPE .270101010NHH-65C-Et2B SectorAiimuthCell/ENode BIDAntenna Model Antenna MakeAntenna CcnterEne(Ft)Mechanical Down.TilttDegJElectrical Down-TiltTip HeightRegulatory PowerDLEARFCN Channel Bandwidth(MHdTotal ERP(W)TMA MakeTMA ModelRRU MakeRRU Model Number of TX.RX Lines Transmrtter IdSource COMM5COPE 20543401ATOLLAPI coMMscope 20543402ATOLL_AP1 2D543407ATOLL.API COMMSCOPE NHH-65C-R2B COMM5COPE COMMSCOPE 20543408ATOLLAPI 20543413ATOLL^API 205')34L4ATOLL.APf Proprietary and ConMentla). Not for disclosure outside Callsigns Per Antenna Antenna Model Antenna MakeAntenna Conteriinc{Ft) Mechanical D«mn.Tilt(Deg.)Electrical Down-TIItTipH,i,hlRegulatory PowerDLEARFCN Channel Bandwidtft(MHz)Total ERP(W)TMA MakeTMA ModelRRU MakeRRU ModelNumber of Tx.Rx LinesPositionTransmitter Id Source SectorAzimuthCell/ENode BID Antenna Model Antenna MakeAntenna CenteritnetFt)MechanlcalDown-TilKDegJ Electrical Down-TiltTip Height RfiQulatory. PowcfDLEARFCN Channel BandwMthtM Hz)Total ERP(W)TWA MakeTMA ModelRRU MakeRRU ModelNumber ofTx^RxUnes PositionTransmitter Id 291.2803.87650006,655324 AIR64l9_B77D 231.2.803.87650006,655324 AIR6419LBT7D Z91.2603,37650006, 655324 Sector Antenna Make 02 COMMSCOPE 03 COMMSCOPE 03 COMMSCOPE 0001 Ericsson 02 COMMSCOPE 02 COMMSCOPE 01 COMMSCOPE 03 COMMSCOPE 0003 Ericsson 0002 Ericsson COMMSCOPE COMMSCOPE Antenna Model NHH.65C-R2B NHH-65C.R2B NHH-65C-R2B NHH.65C.R2B NHH-65C-R2B NHH-65C.R2B AIR6419 NHH-65C-R2B NHH.65C.R2B NHH-65C-R2B Ant CL Tip AzimuthHeightAGL Height (TN)Elec Mech Gain 290 290 294 294 0001 01 03 03 02 01 01 01 33 Ericsson COMMSCOPE COMMSCOPE COMMSCOPE COMMSCOPE COMMSCOPE COMMSCOPE COMMSCOPE COMMSCOPE AIR6419 NHH.65C-R2B NHH.6SC-R2B NHH.65C.R2B NHH.65C-R2B NHH.65C-R28 NHH.65C-R2B NHH-65C-R2B NHH-6SC.R2B 290 290 290 290 290 290 290 290 290 291.2 294 294 294 294 294 294 294 294 20 20 270 270 150 20 20 20 270 290 294 150 290 294 150 290 294 20 290 294 270 290 291.2 270 290 291.2 150 290 : 294 20 290 294 . 150 290 294 : 150 Beam Regulatory : CallsignsWidth Power 700 66 251.46 65 149.82 WQJQ691 102^2 803.87 15.77 15.77 15.77 14 16^4 15.77 14 13,74 66 66 66 85 62 66 65 62 251.46 754^8 251.4S 149.S2 285.41 75-U8 149.82 567.04. PSD WQJQ691 WQJQ691 13.74. 16.34 16^4 15.77 102^2 803.87 567.04. PSD 567.04. PSD 102.22 803.87 102^2 803^7 62 428.11 62 428.11 66 754^8 1900 2100 KNLF342 WOVN983 WQWH554 KNLF342 KNLG415 KNLF342 WQGA717 WRAMS81 KNKN485 KNKN485 WQGA717 WRAM881 WQGA717 WRAM881 WQVN983 WQWH554 WQVN983 WOWH554 WRNH285 WRNH286 WRNH287 WRNH2B8 WRNH281 WRNH282 WRNH283 WRNH284 WRNH285 WRNH285 WRNH286 WRNH287 WRNH288 WRNH285 WRNH286 WRNH287 WRNH288 iprletary and Confidential. Nat for disclosure outside of Proprietary and ConNdenUal. Not for disclosure S 5 S < S OLIUCLUIC. OUUUUA^I 3t-v^-»v - mun mvcn n ~SrC^ Sr r T :G d M E : 290.00 10224813 3/4/2024 :3 Rff=PAUL J. FORDA (". 0 M P A N 'r Plan View G ~s |A2 Front View - L S r r # M d H Wd HD P P A C.AA ( ) ( ) Frm L. # P V P Frm T. H 0 V d 3. ;3 3. ;4 ,1 NHH-65C-R2B 4490 NHH-65C-R2B 4890 Ar6419 96 20.6 96 20.6 28.3 11.9 15.7 11.9 15.7 16.1 121 121 51 51 3 2 2 3 3 4 Fr B Fr B Fr 48 d 12 48 d 12 48 0 0 0 0 0 Add d Add d Add d Add d Add d 2019 T rE , LLC. A R onuutuie. ouuuu^^i ot-v^-vv - inuii nivcn n ~sFr Sr r T :G d M E : 290.00 10224813 3/4/2024 P :2 PJF PAUL J. FORDA C 0 M PA N 'r fSr r s Plan View :A5 |A1 R4 |A2 •Tl R3 |A2 ^ ^ Front View - L S r r # M d H Wd HD P P A C.AA ( ) ( ) Frm L. # P V P Frm T. H 0 V d 2. ;3 2 ;4 ,1 ,5 NHH-65C-R2B 4490 NHH-65C-R2B 4890 Ar6419 RVZDC-3315-PF-48 96 20.6 96 20.6 28.3 29.5 11.9 15.7 11.9 15.7 16.1 16.5 121 121 51 51 3 3 2 2 3 3 4 4 Fr B Fr B Fr B 48 d 12 48 d 12 48 d 12 0 0 0 0 0 0 Add d Add d Add d Add d Add d Add d LLC.A R ouucLuit;. ouuuu^r/ot-v^-vv - m^n mvi-r^ 11 "Sr: A^ Sr r T :G d M E : 290.00 10224813 3/4/2024 p : 1 PJF PAUL J.FORD A (~ 0 M PA N 'i Plan View :A5 |A1 R4 |A2 Front View - L S r r M d H Wd HOP P A C.A A ( ) ( ) Frm L. # P V P Frm T. H 0 V d 2 ;3 2. ;4 ,1 ,5 NHH-65C-R2B 4490 NHH-65C-R2B 4890 Ar6419 RVZDC-3315-PF-48 96 20.6 96 20.6 28.3 29.5 11.9 15.7 11.9 15.7 16.1 16.5 121 121 51 51 3 3 2 2 3 3 4 4 Fr B Fr B Fr B 48 d 12 48 d 12 48 d 12 0 0 0 0 0 0 Add d Add d Add d Add d Add d Add d rE , LLC. A R nff i3. 0 3§i 5 0 ' S^ Q r+ r o g 3 z 3 -0 TO 3a,<;a.u (D = : f D ( D ~ < OR D The contractor notes that the equipment on the mount is not in accordance with the sketch and has noted the differences below and provided photo documentation of any alterations. Comments: Was the mount modification completed in conjunction with the eauipment change / installation? D Yes D No Special Instructions / Validation as required from the MA or Mod Drawings: Issue: n/a Response: Special Instruction Confirmation: D The contractor has read and acknowledges the above special instructions. Comments: Contractor certifies that the climbing facility / safety climb was not damaged prior to starting work: D Yes D No Contractor certifies no new damage created during the current installation: D Yes D No Contractor to certify the condition of the safety climb and verify no damage when leaving the site: D Safety Climb in Good Condition D Safety Climb Damaged Comments: