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HomeMy WebLinkAbout24-0330^ 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: o Photos showing each individual sector after installation of modifications. Each entire sector must be in one photo to show the interconnection of members. • These photos shall also certify that the placement and geometry of the equipment on the mount is as depicted in the antenna placement diagram in this form. o Photos that show the model number of each antenna and piece of equipment installed per sector. o Photos of each installed modification per the modification drawings; pictures shall also include connection hardware (U-bolts, bolts, nuts, all-threaded rods, etc.) o Photos showing the distances (relative distance between collars) of the installed modifications from the appropriate reference locations shown in the modification drawings. o Photos showing the installed modifications onto the tower (i.e. ring/collar mounts, tie- backs, V-bracing kits, etc.); if the existing mount elevation needs to be changed according to the modification drawings, an elevation measurement shall be provided before the elevation change. Material Certification: • Materials utilized must be as per specification on the drawings or the equivalent as validated by the SMART Tool vendor. o If the materials are as specified on the drawings • The contractor shall provide the packing list, or the materials certifications for the materials utilized to perform the mount modification • Commscope, Metrosite, Perfect Vision, Sabre, and Site Pro have all agreed to support Verizon vendors with the necessary material certifications o If seeking permission to use an equivalent • It is required that the SMART Tool engineering vendor approval of such is included in the contractor submission package. There may be an additional charge for approval if the equivalent submission doesn't meet specifications as prescribed in the drawings. D All hardware has been properly installed, and the existing hardware was inspected. D The material utilized was as specified on the SMART Tool engineering vendor Mount Modification Drawings and included in the material certification folder is a packing list or invoice for these materials. OR D The material utilized was approved by a SMART Tool engineering vendor as an "equivalent" and this approval is included as part of the contractor submission. Antenna & Equipment Placement and Geometry Confirmation: The contractor certifies that the photos support and the equipment on the mount is as depicted on the sketch and table included in this form and with the mount analysis provided. Mount Desktop- Post Modification Inspection (PMI) Report Requirements Documents & Photos Required from Contractor - Mount Modification Electronic pdf version of this can be downloaded at https://pmi.vzwsmart.com For additional questions and support, please reach out to pmisupport@pauljford.com MDG #: 5000022794 SMART Project #: 10224813 Fuze Project ID: 17120685 Purpose - to upload the proper documentation to the SMART Tool in order to allow the SMART Tool engineering vendor to complete the required Mount Desktop review of the Post Modification Inspection Report. • Contractor is responsible for making certain the photos provided as noted below provide confirmation that the modification was completed in accordance with the modification drawings. • Contractor shall relay any data that can impact the performance of the mount or the mount modification, this includes safety issues. Base Requirements: • If installation of the modification will cause damage to the structure, the climbing facility, or safety climb if present or any installed system, SMART Tool vendor to be notified prior to install. Any special photos outside of the standard requirements will be indicated on the drawings. • Provide "as built drawings" showing contractor's name, preparer's signature, and date. Any deviations from the drawings (proposed modification) shall be shown. NOTE: If loading is different than what is conveyed in the post-modification passing mount analysis (MA) contact the SMART Tool vendor immediately. • Each photo shall be time and date stamped. • Photos should be high resolution. • Contractor shall ensure that the safety climb wire rope is not adversely impacted by the install of the modification components. This may involve the install of wire rope guides, or other items to protect the wire rope. If there is conflict, contact the SMART Tool engineer for recommendations. • The PMI can be accessed at the following portal: https://pmi.vzwsmart.com Photo Requirements: • Photos taken at qround level o Photo of Gate Signs showing the tower owner, site name, and number. o Overall tower structure after installation of the modifications. o Photos of the mount after installation of the modifications; if the mounts are at different rad elevations, pictures must be provided for all elevations that the modifications were installed • Photos taken at Mount Elevation o Photos showing the safety climb wire rope above and below the mount prior to modification. o Photos showing the climbing facility and safety climb if present. Mount Post-Modification Analysis Report (3) 14.42-Ft Sector Frame Mount Connection Envelope Reactions: March 5, 2024 Site ID: 5000022794-VZW/IRON RIVER II Page | 5 Connection Description Sector A/B/C Top Standoff Sector A/B/C Bottom Standoff Sector A/B/C Tieback Sector A/B/C Reinforcement Elev.AGL(Ft) 291.7 288.3 289.0 294.2 Node Label N51 N52 N50 N49 Envelope Wind Reactions Axial(Lbs) 499 337 153 944 Lateral(Lbs) 1821 2146 1537 1152 Moment (K-Ft) 0.000 0.000 0.000 0.000 Torsion (K-Ft) 0.000 0.000 0.000 0.000 Envelope Wind + Ice Reactions Axial(Lbs) 812 794 106 2027 Lateral(Lbs) 2162 2509 625 2191 Moment(K-Ft) 0.000 0.000 0.000 0.000 Torsion (K-Ft) 0.000 0.000 0.000 0.000 Notes: - Axial loads act along the axis of the tower leg - Lateral reactions act perpendicular to the tower leg - Moment loads introduce bending moment to the tower leg - Torsion loads introduce twisting moment to the tower leg Mount Steel (EPA)a per ANSI/TIA-222-H Section 2,6.11.2: Ice Thickness (In) 0 0.5 1 Mount Pipes Excluded Front (EPA)a (Sq. Ft.) 36.0 45.6 54.8 Side (EPA)a (Sq. Ft.) 12.4 17.2 21.8 Mount Pipes Included Front (EPA)a (Sq. Ft.) 45.1 58.5 71.6 Side (EPA)a (Sq. Ft.) 21.5 30.2 38.6 Notes: - (EPA)a values listed above may be used in the absence of more precise information - (EPA)a values in the table above include 1 sector(s). - Ka factors included in (EPA)a calculations Requirements: The existing mounts will be SUFFICIENT for the final loading configuration (attachment 2) after the modifications detailed in attachment 3 are successfully completed. ANSI/ASSP rigging plan review services compliant with the requirements of ANSI/TIA 322 are available for a Construction Class IV site or other, if required. Separate review fees will apply. Attachments: 1. Contractor Required PMI Report Deliverables 2. Antenna Placement Diagrams 3. Mount Modification Drawings 4. Mount Photos 5. Mount Mapping Report (for reference only) 6. Analysis Calculations Mount Post-Modification Analysis Report (3) 14.42-Ft Sector Frame March 5, 2024 Site ID: 5000022794-VZW/IRON RIVER II Page | 4 5. The mount was checked up to, and including, the bolts that fasten it to the mount collar/attachment and threaded rod connections in collar members if applicable. Local deformation and interaction between the mount collar/attachment and the supporting tower structure are outside the scope of this analysis. 6. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. Paul J. Ford and Company is not responsible for the conclusion, opinions, and recommendations made by others based on the information supplied. 7. Structural Steel Grades have been assumed as follows, if applicable, unless otherwise noted in this analysis: o Channel, Solid Round, Angle, Plate o HSS (Rectangular) o Pipe o Threaded Rod o Bolts ASTM A36 (Gr. 36) ASTM 500 (Gr. B-46) ASTM ASS (Gr. B-35) F1554(Gr.36)ASTM A325 8. Any mount modifications listed under Sources of Information are assumed to have been installed per the design specifications. Discrepancies between in-field conditions and the assumptions listed above may render this analysis invalid unless explicitly approved by Paul J. Ford and Company. Analysis Results: Component Face Horizontals Standoff Members Tie Backs Bracing Members Mount Pipes Mount to Tower Connection Utilization % 88.7% 43.0% 10.0% 17.8% 80.4% 21.6% Pass/Fail Pass Pass Pass Pass Pass Pass Structure Rating - (Controlling Utilization of all Components)88.7% Mount Post-Modification Analysis Report (3) 14.42-Ft Sector Frame Final Loading Configuration: March 5, 2024Site ID: 5000022794-VZW/IRON RIVER II Page | 3 The following equipment has been considered for the analysis of the mounts: Mount Elevation(ft) 290.00+/- Equipment Elevation(ft) 290.00 Quantity 3 6 3 3 2 Manufacturer Ericsson Commscope Ericsson Ericsson Raycap Model AIR6419 NHH-65C-R2B 4490 4890 RVZDC-3315-PF-48 Status Added The recent mount mapping did not report existing OVP units. However, it is acceptable to install up to any three (3) of the OVP model numbers listed below as required at any location other than the mount face without affecting the structural capacity of the mount. If OVP units are installed on the mount face, a mount re-analysis may be required. Model Number RHSDC-1064-PF-48 RC3DC-3315-PF-48 RC3DC-3300-PF-48 RC3DC-4750-PF-48 RHSDC-6627-PF-48 RHSDC-6600-PF-48 Ports 2 6 6 6 12 12 AKA OVP-2 OVP-6 OVP-6 OVP-6 OVP-12 OVP-12 Standard Conditions: 1. All engineering services are performed on the basis that the information provided to Paul J. Ford and Company and used in this analysis is current and correct. The existing equipment loading has been applied at locations determined from the supplied documentation. Any deviation from the loading locations specified in this report shall be communicated to Paul J. Ford and Company to verify deviation will not adversely impact the analysis. 2. Mounts are assumed to have been properly fabricated, installed and maintained in good condition, twist free and plumb in accordance with its original design and manufacturer's specifications. Obvious safety and structural issues/deficiencies noticed at the time of the mount mapping and reported in the Mount Mapping Report are assumed to be corrected and documented as part of the PMI process and are not considered in the mount analysis. The mount analysis and the mount mapping are not a condition assessment of the mount. Proper maintenance and condition assessments are still required post analysis. 3. For mount analyses completed from other data sources (including new replacement mounts) and not specifically mapped in accordance with the NSTD-446 Standard, the mounts are assumed to have been properly fabricated, installed and maintained in good condition, twist free and plumb in accordance with its original design and manufacturer's specifications. 4. All member connections are assumed to have been designed to meet or exceed the load carrying capacity of the connected member unless otherwise specified in this report. Mount Post-Modification Analysis Report (3) 14.42-Ft Sector Frame Executive Summary: March 5, 2024 Site ID: 5000022794-VZW/ IRON RIVER II Page | 2 The objective of this report is to summarize the analysis results of the antenna support mount including the proposed modifications at the subject facility for the final wireless telecommunications configuration, per the applicable codes and standards. This analysis is inclusive of the mount structure only and does not address the structural capacity of the supporting structure. This mounting frame was not analyzed as an anchor attachment point for fall protection. All climbing activities are required to have a fall protection plan completed by a competent person. Sources of Information: Document Type Radio Frequency Data Sheet (RFDS) Mount Mapping Report Previous Mount Analysis Report Proposed Mount Modification Remarks VerizonRFDS, 17120685, dated January 5, 2024 Elite-ICT, Project # 5000022794, dated February 7, 2024 Paul J Ford. Project # 24323-1072.002.8190, dated February 15, 2024 Paul J Ford, Project # 24323-1072.003.8191, dated March 5, 2024 Analysis Criteria: Codes and Standards: Wind Parameters: Seismic Parameters: Maintenance Parameters: Analysis Software: ANSI/TIA-222-H Basic Wind Speed (Ultimate 3-sec. Gust), VULT: Ice Wind Speed (3-sec. Gust): Design Ice Thickness: Risk Category: Exposure Category: Topographic Category: Topographic Feature Considered: Topographic Method: Ground Elevation Factor, Ke: Ss: Si: Wind Speed (3-sec. Gust): Maintenance Live Load, Lv: Maintenance Live Load. Lm: 106 mph 50 mph 1.50 in IIc 1N/A N/A 0.959 0.041 g 0.016 g 30 mph 250 Ibs. 500 Ibs. RISA-3D(V17.0.3) verizon PJF PAUL J. FOR D& COMPANY Paul J. Ford and Company 250 East Broad Street Suite 600 Columbus, OH 43215(614)221-6679 PJFmount@pauljford.com Post-Modification Antenna Mount Analysis Report and PMI Requirements Mount Fix SMART Tool Project #: 10224813 Paul J Ford Project #: 24323-1072.003.8191 March 5, 2024 Srte Information Structure Information Site ID: S;te Name: Carrier Name: /Address: Latitude: Longitude: Tower Type: Mount Type: 5000022794-VZW/I RON RIVER 11 IRON RIVER II Verizon Wireless67085 W SPIDER LAKE RD IRON RIVER, WISCONSIN 54847, BAYFIELD County 46.546889° -91.414083° 380-Ft Guyed 14.42-Ft Sector Frame FUZE ID #17120685 Analysis Results 14.42-Ft Sector Frame: 88.7% Pass w/ Modifications* *Antennas and equipment to be installed in compliance with PMI Requirements of this mount analysis. ***Contractor PMI Reauirements: Included at the end of this MA report Available & Submitted via portal at https://pmi.vzwsmart.com For additional questions and support, please reach out to: pmisupport@pauljford.com Report Prepared By: Jake Gold WD ,1<^U'/»,^°^^^^/"-_ \^^ / RE6EKAHM. \hl ^; ; DORRS " \ \: _E-47595 : -: -0\ COLUMBUS. / ^ ^"'^\ OH16~" /s: \<^:-.. - ..-••'L^'^c^T'''r'lTt*0' 0310512024 MOUNT MODIFICATION DRAWINGS PROPOSED CARRIER: VERIZON WIRELESS 5000022794-VZW / IRON RIVER 67085 W SPIDER LAKE RD IRON RIVER, WISCONSIN 54847 BAYFIELD COUNTY LAT: 46° 32' 48.80"; LONG: -91° 24' 50.70" TOWER OWNER: CHEQUAMEGON TOWER OWNER #: 1034702 FUZE ID #17120685 CONTRACTOR PMI PMIACCESSED AT SMART TOOL VENDOR PROJECT # VZW LOCATION CODE (PSLC) MDG# REQUIREMENTS HTTPS://PMI.VZWSMART.COM 10224813 250290 5000022794 *** PMI AND REQUIREMENTS ALSO EMBEDDED WITHIN MOUNT ANALYSIS REPORT VZW APPROVED SMART KIT VENDORS REFER TO BILL OF MATERIALS SHEET FOR VZW SMART KIT APPROVED VENDORS SHEET INDEX SHEET ST-1 SBOM SGN-1 SCF-1 SS-1 SS-2 DESCRIPTION TITLE SHEET BILL OF MATERIALS GENERAL NOTES CLIMBING FACILITY DETAILS MODIFICATION DETAILS MOUNT PHOTOS SPECIFICATION SHEETS REV 0 0 0 0 0 0 ^tUU<»,,.v^COA/'/' ^ ^.-'' ^CONs!^^—^y\ \^.^^< \ A.'-REBEKAHM. \w ^.DORRISE-47595COLUMBUS,OHIO"" 1 ; /w^^'''«i'lT<*^ 0310512024 8 Copyright 2024, by Paul J. Ford and Compan)All Rights Reserved. This document and the data contained herein, is proprietary to PaulJ. Ford and Company, issued in strict confidence and shall not, without the prior written permission of Paul J.Ford and Company, be reproduced, copied or used for any purpose other than theintended use for this specific project. Q ^Ev. i|°^t"-z§!- _•<!~»Q:P-|25308<ul^flZoB^ Ks w ^~0 <Ni?S<0^ ^slC^l Q. C/3co LLJ^ 0rsj Q^ orLU w0litco <z ^0 QQ z— w 0ill^§1illP^ 0f^ ^^.CM ~ ^CM 00 S000LO !ROJECT No:24323-1072.003.8191 IRAWN BY:JAG 'ESIGNED BY:JAG tiECKED BY:RMD IATE:3/5/2024 TITLE SHEET ST-1 BILL OF MATERIALS VZWSMART KITS QUANTITY MANUFACTURER VZWSMART PART NUMBER DESCRIPTION PIECE WEIGHT (LBS)TOTAL WEIGHT (LBS)MATERIAL NOTES OTHER REQUIRED PARTS QUANTITf 3 MANUFACTURER PERFECT VISION PART NUMBER PV-VSK-T DESCRIPTION V-BRACING KIT PIECE WEIGHT (LBS) 115.00 TOTAL WEIGHT = TOTAL WEIGHT (LBS) 345.00 345.00 MATERIAL NOTES I © Copyright 2024, by Paul J. Ford and Company, I All Rights Reserved. This document andthe data contained herein, is proprietary to PaulJ. Ford and Company, issued instrict confidence and shall not, without the prior written permission of Paul J.Ford and Company, be reproduced, copied or used for any purpose other than theintended use for this specific project. m Eo! §|1>-?^ w ra^<li-> (Ll I i25=>°^<us1^»(D r^£^ssw CM-a CMll?;110 0u=> ^=CM a. 0)co or: 0r^l Q^ Q^ > NOTE: ALL MATERIALS REQUIRED FOR THE DESIGN MODIFICATIONS BUT NOT LISTED IN THIS SHEET ARE ASSUMMED TO BE PROVIDED BY THE CONTRACTOR. w0or _ ^ V)ill— WQ <CdQ ^ii^9 sl0Kl0sl VZWSMART KITS - APPROVED VENDORS VENDOR PERFECT VISION SITEPRO SABRE INDUSTRIES INC. METROSITE FABRICATORS, LLC COMMSCOPE CONTACT WIRELESS SALES PAULA BOSWELL ANGIE WELCH KENT RAMEY SALVADOR ANGUIANO EMAIL WIRELESSSALES@PERFECT-VISION.COM PAUIA.BOSWELL@VALMONT.COM AKWELCH@SABREINDUSTRIES.COM KENT@METROSITELLC.COM SALVADOR.ANGUIANO@COMMSCOPE.COM PHONE NUMBER (844) 884-6723 (972)236-9843 (866)428-6937 (706) 335-7045 (817)304-7492 THE MANUFACTURER'S LISTED ARE THE APPROVED VENDORS FOR THE VZW MOUNT KITS. EACH MANUFACTURER WILL BE AWARE OF WHICH KITS HAVE BEEN THROUGH THE VZW APPROVAL PROCESS AND THE ARE IN TURN APPROVED TO SELL. PLEASE NOTE THAT THE VENDOR. IT WILL BE REQUIRED THAT THE VZW KITS SPECIFIED ARE UTILIZED IN THE MODIFICATION. ALL PARTS ARE GALVANIZED UNLESS NOTED OTHERWISE ,»<l"u'<^sco%^^' ^•"--:^;^^ ^/^ \ ^^ / REBEKAHM. \w ^; : DORRIS ' \ \I _E-47595 I ;COLUMBUS, i ^ ^•* Q'«*y'/^^''Jff^ •'-^0^^/''<i'tT»*^ 0310512024 N ^-03 Qr^ Q^Csl -CM0000LO PROJECT No:24323-1072.003.8191 DRAWN BY:JAG DESIGNED BY:JAG CHECKED BY:RMD DATE:3/5/2024 BILL OF MATERIALS SBOM GENERAL NOTES: 1. PAUL J. FORD AND COMPANY WAS NOT PROVIDED WITH THE EXACT LOCATION OF EVERY EXISTING ANTENNA MOUNTCONNECTION, CABLE CLIP, ETC THAT COULD POTENTIALLY INTERFERE WITH THE MODIFICATIONS AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY THAT THE MATERIAL CAN BE INSTALLED AS SHOWN ONTHESE DRAWINGS BEFORE FABRICATING ANY MATERIAL. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE PROPER FIT AND CLEARANCE OF THE REINFORCING MATERIAL IN THE FIELD. IF THE CONTRACTOR DISCOVERS ANY EXISTING CONDITIONS THAT ARE NOT AS REPRESENTED ON THESE DRAWINGS, PAUL J. FORD AND COMPANY SHALL BECONTACTED IMMEDIATELY TO EVALUATE THE STRUCTURAL SIGNIFICANCE OF THE DEVIATION. 2. WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE LOCAL BUILDING OFFICIALS FOR ANY INSPECTIONS THAT MAY BE REQUIRED. 3. THE CONTRACTOR MUST BE EXPERIENCED IN THE PERFORMANCE OF WORK SIMILAR TO THAT DESCRIBED ON THESE DRAWINGS. BY ACCEPTANCE OF THIS PROJECT, THE CONTRACTOR IS ATTESTING THAT HE DOES HAVE SUFFICIENTEXPERIENCE AND ABILITY, THAT HE IS KNOWLEDGEABLE OF THE WORK TO BE PERFORMED AND THAT HE IS PROPERLYLICENSED TO DO THIS WORK IN THE JURISDICTION IN WHICH THE WORK IS TO BE PERFORMED. 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALLCONSTRUCTION. ALL STRUCTURES ARE DESIGNED TO BE STABLE AND SELF-SUPPORTING AT THE COMPLETION OF CONSTRUCTION. THIS DRAWING DOES NOT INDICATE THE METHOD OF CONSTRUCTION. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE THE ERECTION PROCEDURES, METHODS, MEANS, TECHNIQUES, AND SEQUENCES TOENSURE THE STABILIPf AND SAFETf OF THE STRUCTURE AND ITS COMPONENT PARTS, AND THE ADEQUACY OF TEMPORARY OR INCOMPLETE CONNECTIONS DURING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THEADDITION OF WHATEVER TEMPORARY BRACING THAT MAY BE NECESSARY AND ENGINEERING ASSESSMENT OF CONSTRUCTION STRESSES WITH INSTALLATION MAXIMUM WIND SPEED AND/OR TEMPORARY BRACING AND SHORING.SUCH MATERIAL IS NOT INDICATED ON THE DRAWINGS AND, IF PROVIDED, SHALL BE REMOVED, AS CONDITIONS PERMIT AND REMAIN THE PROPERTY OF THE CONTRACTOR. 5. ANY EXISTING ATTACHMENTS AND/OR PROJECTIONS ON THE STRUCTURE THAT MAY INTERFERE WITH THE INSTALLATION OF THE MODIFICATION SYSTEM WILL HAVE TO BE REMOVED AND RELOCATED, REPLACED, OR RE-INSTALLED AS REQUIREDAFTER THE MODIFICATION IS SUCCESSFULLY COMPLETED. THE CONTRACTOR SHALL IDENTIFY AND COORDINATE THESE ITEMS PRIOR TO CONSTRUCTION WITH OWNER, TESTING AGENCY, AND EOR. 6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL S?ETfPROGRAMS AND PRECAUTIONS IN CONNECTION WITH THE WORK. 7. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PREVENT DAMAGE TO EXISTING STRUCTURES, EQUIPMENTAND UTILITIES. ANY DAMAGE TO EXISTING STRUCTURES, EQUIPMENT, AND UTILITIES AS A RESULT OF THE CONTRACTOR'SWORK OR FROM DAMAGE DUE TO OTHER CAUSES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 8. WORK SHALL BE PERFORMED DURING WINDS LESS THAN 30-MPH IN ACCORDANCE WITH OPERATIONAL WIND CONDITIONS PERANSITO-322. 9. RIGGING OR FALL PROTECTION LOADS CAN BE EVALUATED VIA ANSI/TIA-322 IF A CONTRACTOR PIAN IS SUBMITTED. 10. THE STRUCTURAL ANALYSIS ASSUMES THAT ALL STRUCTURAL COMPONENTS ARE IN BRAND-NEW CONDITION, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. NO ALLOWANCE WAS MADE FOR ANYDAMAGED, MISSING, OR RUSTED MEMBERS. IF ANY OF THESE CONDITIONS ARE DISCOVERED, THE CONTRACTOR SHALL BRING THEM TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. ANY AND ALL SUBSTITUTIONS MUST BE PROPERLYAPPROVED AND AUTHORIZED IN WRITING BY OWNER AND EOR PRIOR TO INSTALLATION. THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF MATERIALS AND EQUIPMENT BEING SUBSTITUTED. 11. IF MATERIALS, QUANTITIES, STRENGTHS, OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER QUALITl' AND/OR GREATER QUANTITY, STRENGTH, OR SIZE INDICATED,SPECIFIED, OR NOTED SHALL BE PROVIDED. 12. OBSERVATION VISITS TO THE SITE BY OWNER AND/OR THE EOR SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. 13. ANY SUPPORT SERVICES PERFORMED BY THE EOR DURING CONSTRUCTION ARE SOLELY FOR THE PURPOSE OFASSISTING IN QUALITl' CONTROL AND IN ACHIEVING GENERAL PERFORMANCE WITH CONTRACT DOCUMENTS. THEY DO NOT GUARANTEE CONTRACTORS PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. 14. THE CLIMBING FACILITIES, SAFETY CLIMB, AND ALL PARTS THEREOF SHALL NOT BE IMPEDED, MODIFIED, OR ALTERED WITHOUT THE APPROVAL OF THE EOR. 15. AFTER THE CONTRACTOR HAS SUCCESSFULLY COMPLETED THE INSTALLATION OF THE MODIFICATION SYSTEM AND THEWORK HAS BEEN ACCEPTED BY THE OWNER, THE OWNER WILL BE RESPONSIBLE FOR THE LONG TERM/PERPETUAL INSPECTION AND MAINTENANCE OF THE STRUCTURE AND MODIFICATION SYSTEM. 16. DO NOT SCALE DRAWINGS. 17. IF RIGGING TO THE MOUNT IS REQUIRED, ALL CONSTRUCTION PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION), INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION TO CERTIFYTHE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH THE ANSI/TIA-322 (LATEST EDITION). 18. ALL MANUFACTURER'S HARDWARE ASSEMBLY INSTRUCTIONS SHALL BE FOLLOWED, UNO. CONFLICTING NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE EOR. 19. IF REMOVAL OF EXISTING MODIFICATIONS IS REQUIRED PER THE MODIFICATION SCOPE, THE GC SHALL CLEAN AND COLD GALVANIZE ANY EXISTING EMPTf BOLT HOLES. UNO. IF ADDITIONAL UNEXPECTED, OVERSIZED. OR SLOTTED HOLES AREFOUND, THE GC SHALL CONTACT THE EOR FOR GUIDANCE PRIOR TO PROCEEDING WITH THE MODIFICATION. STRUCTURAL STEEL: 1, STRUCTURAL STEEL MATERIALS, FABRICATION, DETAILING, AND WORKMANSHIP SHALL CONFORM TO THE LATESTADDITION OF THE FOLLOWING REFERENCE STANDARDS: A. BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC):"SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM HIGH STRENGTH BOLTS- AS APPROVED BY THE RESEARCHCOUNCIL ON STRUCTURAL CONNECTIONS. "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" B. BY THE AMERICAN WELDING SOCIETY (AWS):"STRUCTURAL WELDING CODE- STEEL D1.1" "STANDARD SYMBOLS FOR WELDING, BRAZING, AND NON-DESTRUCTIVE EXAMINATION" 2. NEW STEEL (UNLESS NOTED OTHERWISE) SHALL CONFORM TO THE REQUIREMENTS OF THE ASTM STANDARD SPECIFICATION FOR STRUCTURAL STEEL NOTED BELOW:W - ASTM A992 (50 KSI YIELD POINT MATERIAL) HSS RECTANGULAR - ASTM A500 GR. B (46 KSI YIELD POINT MATERIAL)HSS ROUND - ASTM A500 GR. B (42 KSI YIELD POINT MATERIAL) PIPE - ASTM A53 GR. B (35 KSI YIELD POINT MATERIAL)C, MC, L, PLATES, BARS & ALL OTHER STEEL - ASTM A36 (36KSI YIELD POINT MATERIAL) BOLTS-ASTMA325 U-BOLTS - ASTM A307 GRADE A, OR SAE J429 GRADE 2THREADED RODS -ASTM A36 NUTS - ASTM A563 GRADE DHWASHERS - ASTM F436 n'PE 1 3. ALL NEW STEEL SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123, ASTM 153/A153M, ORASTMA653G90. 4. ALL BOLTS, U-BOLTS, AND THREADED RODS SHALL BE PROVIDED WITH LOCK-WASHERS, OR LOCK-NUTS, OR PAL-NUTSTORQUED TO THE SNUG-TIGHT CONDITION AS DEFINED BY AISC. 5. ALL HOLES, EITHER PUNCHED OR DRILLED, IN THE EXISTING STEEL MEMBERS SHALL BE 1/16 INCH LARGER THAN THEBOLT DIAMETER, UNLESS NOTED OTHERWISE. BURNING OF MEMBERS SHALL NOT BE PERMITTED. SLOTTED HOLES ARE NOT PERMITTED. THE MINIMUM BOLT SPACING SHALL BE 3 TIMES THE BOLT DIAMETER AND THE MINIMUM EDGE DISTANCESHALL BE 1.5 TIMES THE BOLT DIAMETER UNLESS NOTED OTHERWISE. ALL BOLT HOLES SHALL BE PLACED AT AISC STANDARD GAGE DIMENSIONS, UNLESS NOTED OTHERWISE. 6. IF ANY EXISTING ASTM A325 BOLTS ARE REMOVED, THEY MUST BE REPLACED WITH NEW A325 BOLTS OR GREATER. 7. ALL EXISTING PAINTED OR GALVANIZED SURFACES DAMAGED DURING CONSTRUCTION SHALL BE WIRE BRUSHED CLEAN, REPAIRED BY FILM GALVANIZING BRUSH APPLIED PAINT (ZINC KOTE OR APPROVED EQUIVALENT), AND REPAINTED TOMATCH THE EXISTING FINISH CONFORMING TO ASTM A780. 8. ALL PARTS ARE TO MARKED WITH ITEM NUMBERS USING 3/4" HIGH STEEL STENCILS. 9. SHOP SHALL ASSEMBLE AND VERIFY FIT AND GAPS BEFORE BREAKDOWN FOR GALVANIZING. SUPERVISION BY THE INSPECTION/TESTING AGENCY. 11. ALL REQUIRED CUTS SHALL BE CUT WITHIN THE DIMENSIONS SHOWN ON THE DRAWINGS. NO CUTS SHALL EXTEND BEYOND THE OUTLINE OF THE DIMENSIONS SHOWN ON THE DRAWINGS. ALL CUT EDGES SHALL BE GROUND SMOOTH ANDDE-BURRED. CONTRACTOR TO AVOID 90 DEGREE CORNERS. IT MAY BE NECESSARY TO DRILL STARTER HOLES AS REQUIRED TO MAKE THE CUT. 12. ALL JOINTS ARE BEARING Tr'PE CONNECTIONS, UNO. IF NO BOLT LENGTH IS GIVEN IN THE BILL OF MATERIALS, THE CONNECTION MAY INCLUDE THREADS IN THE SHEAR PLANE, AND THE GC IS RESPONSIBLE FOR SIZING THE LENGTH OFTHE BOLT. IT IS NOT PERMITTED FOR THE BOLT END TO BE BELOW THE FACE OF THE NUT AFTER TIGHTENING IS COMPLETED. EDGE sj 1^ SPACING ^GAGE ^-^ LIMIT OF ALLOWABLE COPE WITHOUT PRIOR EOR APPROVAL ALLOWABLE COPING BOLT SCHEDULE (IN) BOLT DIAMETER 1/2 5/8 3/4 7/8 1 STANDARD HOLE 9/16 11/16 13/16 15/16 11/16 SHORT SLOT 9/16x11/16 11/16x7/8 13/16x1 15/16x11/8 1 1/16x15/16 MIN EDGE DISTANCE 7/8 1 1/8 1 1/4 1 1/2 13/4 SPACING 11/2 17/8 21/4 25/8 3 © Copyright 2024, by Paul J. Ford and Company,All Rights Reserved. This document and the data contained herein, is proprietary to PaulJ. Ford and Company, issued in strict confidence and shall not, without the prior written permission of Paul J. Ford and Company, be reproduced, copied or used for any purpose other than theintended use for this specific project. WORKABLE GAGES (IN) LEG 4 31/2 3 21/2 2 GAGE 21/2 2 1 3/4 13/B 11/8 w EoK i|?^1u-zs'l •<-" s|Q:§ |25 <u^^cyf|S16-D c" .§?II0 ^Co -c^i 0: 03coLU Q^ 0^1Q^ Q^LU CtT co0 LOCKWASHER NUT TYP BOLT ASSEMBLY NOTE: 1. ALL DIMENSIONS REPRESENTED IN THE ABOVE TABLES ARE AISC MINIMUM REQUIREMENTS.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN FIELD AND NOTIFY ENGINEER IF BOLT HEAD DISTANCES ARE LESS THAN THOSE PROVIDED. 2. THE DIMENSIONS PROVIDED ARE MINIMUMREQUIREMENTS. ACTUAL DIMENSIONS OF PROPOSED MEMBERS WITHIN THESE DRAWINGS MAY VARY FROM THE AISC MINIMUMREQUIREMENTS. 3. SHORT SLOT HOLES SHALL ONLY BE USED WHEN DEPICTED IN THE DRAWING. 4. MATCH EXISTING GAGES WHEN APPLICABLE, UNLESS MINIMUM EDGE DISTANCES ARECOMPROMISED. .o1""^^o!vs^. ^ ^/''__ \ ^^ 7 REBEKAHM. \w'^; ; DORRtS \ ;J-47595 J ;'- -Ql. 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CO 00 Q0-5' (D K>>a002sm73 -D>^.^0-y ^ Cr I<;c/Q0 s •^u j i - \ E n g i n e e r i n g D e t a ] l s \ t/ - V S K - 8 k/ - S M U 2 0 8 0 - 0 1 k/ - S M U 2 0 1 6 - 0 1 k/ - R M 1 0 4 5 - M D ^/ - R M 3 0 6 0 - M D ^/ - R M 1 4 6 0 - 4 - M D rr l •a PV-SMU2080 ATTACHMENT PV-SMU2080-01 OR PV-SMU2016-01 PV-VSK-T / PV-VSK-TL LATTICE TOWER ATTACHMENT 2X 5/8" X 2" BOLT KITS PV-RM1045-GS ATTACHMENT PV-RM1045-MD (SHOWN) ALSO COMPATIBLE WITH: PV-RM3060-MD OR PV-RM1460-4-MD PV-VSK-M / PV-VSK-ML / PV-VSK-4-M MONOPOLE ATTACHMENT 4X 0 5/8" X 2" BOLT KITS MONOPOLE HARDWARE LATTICE TOWER HARDWARE 2 OF 5 8/23/2021 THIRD ANGLE PROJECTION ICAIht^UKY 1:1 DIMENSIONS ARE IN INCHES TOLERANCES U.N.O.HOLES: +1/16", -1/32"ANGULAR: PROFILEtl/40, BEND±2°ALL OTHERS: ±1/16" 01_Self Support 15_V-Stabilizer Kit PV-VSK-B_Sfabilizer I NT DJN APPROVED ADDED MASTER PARTY'S UPDATED ARM ANGLES INITIAL RELEASE DESCRIPTION 1/16/2017 1/04/2017 11/29/2016 PERPECT VISIOn/" V-STABILIZER KIT DOCUMENT NUMBER VSK-ENG-01-R2 PV-VSK-B ATTACHMENT OPTIONS CLIP ANGLES FOR VERTICAL ADJUSTMENT -FIELD DRILL0 11,16" INTO FACE ANGLE. BOLT DIRECTLY TO CUP ANGLE UPT04-ODPIPE DETAIL B SCALE 1 : 6 PIPE ATTACHMENT ANGLE ATTACHMENT 51'ol0101 n0101Ul CLIP ANGLES NOT REQUIRED IF NO VERTICAL ADJUSTMENT IS NEEDED •6-1,2"- ^) 7" 6" a ^) 011/16" TYP 2-1/2" •6"' •7"- VSK - BRACKET DETAIL ACCEPTS 05/8" HARDWARE FLAT BRACE SETUP DIMENSIONS ARE IN INCHESTOLERANCES U.N.O.HOLES: +1/16", -1/32"ANGULAR: PROFILE±1/4°, BEND±2UALL OTHERS: ±1/16" 01_Self Support 15_V-StabilizerKit PV-VSK-B_5tabilizer DJN APPROVED ADDED MASTER PART #'S UPDATED ARM ANGLES INITIAL RELEASE DESCRIPTION 1/16/2017 1/04/2017 11/29/2016 rytiision V-STABILIZER KIT DOCUMENT NUMBER VSK-ENG-01-R2 nn/^nniFTA ni/ A MF\ ^-^^-^Mcir^FHTi A i -ri i^ , DUAL PV-VSK-B SET UP DUAL SETUP TOP PV-VSK-B STANDARD SETUP PV-VSK-B FLAT BRACE SETUP PV-SMU2080-01 OR PV-SMU2016-01 PV-VSK-2-T / PV-VSK-2-TL DUAL SETUP # " ^ DUAL SETUP FRONT |0000®ltt®0000 DUAL SETUP SIDE 4 OF 5 8/23/2021 THIRD ANGLE PROJECTIONIHS} 1:1 DIMENSIONS ARE IN INCHESTOLERANCES U.N.O.HOLES: +1/16", -1/32"ANGULAR: PROFILE±1/4°, BENDl2°ALL OTHERS: ±1/16" 01_Self Support 15_V-Stabilizer Kit PV-VSK-B_Stabilizer INT DJN APPROVED ADDED MASTER PART #'S UPDATED ARM ANGLES INITIAL RELEASE DESCRIPTION 1/16/2017 1/04/2017 11/29/2016 DATE V-STABILIZER KIT DOCUMENT NUMBER rV^ision VSK-ENG-01-R2 nn/-\nmi—r A nv A M r^ ^^Mr-ir^c-kiTi PV-VSK-B MINIMUM/MAXIMUM STANDOFF r-n-1/2" MINIMUM STANDOFF CONFIGURATION TOP VIEW MAXIMUM STANDOFF CONFIGURATION TOP VIEW 5 OF 5 8/23/2021 THIRD ANGLE PROJECTION 1:1 01_Self Support lERIES 15_V-Stabilizer Kit PV-VSK-B_Stabilizer ADDED MASTER PART #'S 1/16/2017 rydisian DIMENSIONS ARE IN INCHESTOLERANCES U.N.O.HOLES: +1/16", -1/32" ANGULAR: PROFILE ±1/4°, BEND±2°ALL OTHERS: ±1/16" INT UPDATED ARM ANGLES DJN INITIAL RELEASE APPROVED 1/04/2017 V-STABILIZER KIT 11/29/2016 DOCUMENT NUMBER DESCRIPTION VSK-ENG-01-R2 m 32 W 273 Army Trail Road, Suite # 100, Wayne, IL 60184 HUTTER TRANKINA ENGINEERING Phone: 630-513-6711 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 380'-0" tail, 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 Loc. #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 Nokia AHFIG 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 Mfounts Beacons Andrew P6-65D-1 Dish 20' Dipole Beacon 20' Dipole 20' Dipole Beacons Otv. 1 1 1 3 QJ 3 3 3 3 3 1 1 1 6 3 3 3 2 3 3 1 1 1 1 1 3 Coax Dia. P/8" 0.6" P/8" 7/8" 2'/4" 7/8" ls/8" */2" EW63 7/8" 0.6 7/8" 7/8" ',2" CoaxOt^, 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 Existins Existing antenna and coax configurations were obtained firom the antenna inventory report prepared by HighTower Solutions, Inc. dated 4/12/24. Page 3 June 11, 2024 VZN-Iron River II Loc. #5000022794TCG # 1242473 Hutter Trankina # 24097 ANALYSIS PROCEDURE AiNB RESULTS The existing stmcture 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 HI. 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, '{iti^ Ulises Vazquez Project Engineer Attachment: S-l John L. Trankina President JOHNTRANKiNAENGiNEER A"%;>—^^k^OF^i^^^ "^'^.J....^'^' NOTE: SOME EXISTINGPIPE REINFORCEMENTNOT SHOWN FOR CLARITf DETAIL SCALE: 3/4"= 1'-0" EXISTING TOWER LEG EXISTING YzPIPE REINF R^L ^"V ^ WELD TOP & BOTTOM OF EXISTING Yi PIPE TO TOWERLEGS PER DETAIL 7/S-1 verizon 1701 Golf Road Tower 2, Suite 400 Rolling Meadows, IL 60008 July 10th, 2024 Mr. Tracey Pooler Planning & Zoning Department 117 E 5th Street, PO Box 58 Washbum, WI 54891 Re: Consent to Seek Zoning & Building Permit Approvals Verizon Wireless Site Name: Iron River II Address: 67085 W. Spider Lake Road, Iron River, WI 54847 Dear Mr. Pooler: On behalf of Verizon Wireless, tenant at the above-referenced property, please accept this letter and my signatu-e below as consent and approval for Terra Consulting Group., as well as their designated representatives including Mr. Jonathan Leeb, to make an application for all necessary zoning and building permit approvals from the County ofBayfield for the proposed equipment modification at the above site. Please feel free to contact me directly at (224) 384-9224 or by email at shawn.essex.jr@verizonwireless.com should you have any further questions regarding this request. Sincerely, S^UH^ (^S^^Cj4/.^Shawn Essex Jr Real Estate Specialist / Developer II IL/WI Network Engineering - Real Estate 1 Norvado 43705 US Highway 63 Cable, Wl 54821 800-250-8927 July llth, 2024 Mr. Tracey Pooler Planning & Zoning Department 117 E 5th Street, PO Box 58 Washburn, Wl 54891 Re: Consent to Seek Zoning & Building Permit Approvals at Site: 67085 W Spider Lake Rd, Iron River, WI, 54847 Dear Mr. Pooler: On behalf of Chequamegon Communications Cooperative, Inc d/b/a Norvado, please accept this letter and my signature below as consent and approval for Terra Consulting Group., as well as their designated representatives including Mr. Jonathan Leeb, to make an application for all necessary zoning and building permit approvals from the County of Bayfield for the proposed equipment modification to the existing Norvado owned mobile service support structure on the Norvado owned parcel located at the above mentioned address. Please feel free to contact me directly at (715) 798-7123 or by email at gfolsom@norvado.com if you have any further questions regarding this request. Sincerely, Guy Folsom Digitally signed by Guy Folsom ON: cn=Guy Folsom, c=US.o=Norvado, ou=Engin earing,email=gfolsom@norvado.comReason: I am the author of this Date: 2024.07.11 14:57:01 -05'00' Guy Folsom Senior Engineer/ Tower Asset Coordinator Chequamegon Communications Cooperative, Inc d/b/a Norvado ^ I F; ^ ? i JUL 2bZUZ4 PROCESSING INFORMATION a^^ ^ ^oning Dsp. INITIAL PROGESSING. Once the department receives your affidavit,, the: department will review it for completeness. If the information is not complete, the department may reject your affidavit .and the application, REQUEST FOR IV10RE INFORMATION. The department may request that you provide more information or evidence to support your affidavit. DECISION. The department will review ail documents sDbmitted. as part of the application for registration an.dtitte, this form included, and may approve, deny br.request more. information. AFFIDAVIT OF AUTHORITf _ , ,„ JQ^Q OR? (Corporation, LLC, etc.) ^ytieic 'u - PURPOSE. This Affidavit ofAuftiority is used to Gertffy the individual applying for a. permit is. authorized when the. property is owned by: a .corporate/business entity. .STATE QF WISCONSIN ) )ss. BAYFIELD COUNTY ): The. undersigned affirms and states as follows: 1; Address of Subject Property:. 6708S W Spider Lake Rd, Iron River,:WI, S4847 _.. 2. The SubjeSt Property is owned by; enequamegonCommunicattoris C.odperative, )nc: (Name of Company) 3.. The name(s) of the current President or Managing Member: ,ctiad T, Young CEO/General Manager 4. I certify that the company named jn pairagrsph 2 is. va.iid and in effect on the date signed below. I am the duly appointed agent of the Company named above in paragraph 2, and I have the authority under the .te-rms of said authorization to apply for permits from the Bayfield County Zoning Department concerning the.Property described :in paragraph 1,1 further certify that the information and statements made within this affidavit are frue, accurate, a nd complete to the best of. my knowledge. 5. I am authorized, by the.above-hamsd Company .to apply: foi- and bind the Company to the terms and conditions, bf any permit that may be issue by the Bayfield County Zoning Department. 6. By signing this affidavit, I attest that I am unaware of any known or unknown person (s) who would contest this applieation. I agi-e.e to jndemnify Bayfield County or such person or tegal entity suffering a damage resulting from any iilegalities of the appiication for permit. Dated:. 7/26/2024 ^— Chad T, Young Print Name Subscribed and sworn to.before.me this. :2Sth day of J^y _. 20:24 . .^H^^rZ..,- /€^\Notary Public: ^^ ^ County. Wisconsm ^ / i^ui^"' •^ Mv commission: -2; /7. /?/? ;? X _ $^t _...^.^ .?? \ls^'':. . .^'^/^i^"^B.*" Norvado July 26th, 2024 Mr. Tracey Pooler Planning & Zoning Department 117 E 5th Street, PO Box 58 Washburn, Wl 54891 Wj HUC9 "^ytieia co. /-ai^ iu/ ^ingDeot 43705 US Highway 63 Cable, Wl 54821 800-250-8927 Re: Consent to Seek Zoning & Building Permit Approvals at Site: 67085 W Spider Lake Rd, Iron River, WI, 54847 Dear Mr. Pooler: On behalf of Chequamegon Communications Cooperative, Inc d/b/a Norvado, please accept this letter and my signature below as consent and approval for Terra Consulting Group., as well as their designated representatives including Mr. Jonathan Leeb, to make an application for all necessary zoning and building permit approvals from the County of Bayfield for the proposed equipment modification to the existing Norvado owned mobile service support structure on the Norvado owned parcel located at the above mentioned address. Please feel free to contact Guy Folsom our Tower Asset Coordinator at (715) 798-7123 or by email at fifolsom@norvada.com if you have any further questions regarding this request. Sincerely, "y Chad T. Young CEO/General Manager Chequamegon Communications Cooperative, Inc d/b/a Norvado TaxID#:JW2 Land Use Review Address:^7oS^~ Inspected by: _^L Date of Inspection: Comments/Notes: J^Co ;^S(W-^A (Q^^^(S . ^1^^ -fo^<'./" V^> f^f°5<?c/ /^^Y^^^ Inspected by:Date of Re-lnspection: Comments/Notes: Denied by:Date of Denial: Reason for Denial: Approved by:IA\e^s<h^ Hal Inspector Signature:Date of Approval:7/z^ Condition(s): See attached permit card. 7/16/24, 12:24 PM hcs.paylocalgov.com/Receiptlnfo/Receiptlnfo/24071612199972BC4131324071612199 CATAL15 Payment Receipt Your transaction has been successfully completed!! Your Confirmation number is : Transaction ID: 24071612199972BC4131324071612199 Tuesday, 16 July 2024 12:22:00 [CST] Parcel Number: 19478 $500.00 Account Information Payment Type: Permit Payments Bill Payer Details Peter Schau 600 Busse Highway Park Ridge, IL 60068 Payment Details Payment Amount: $500.00 Convenience Fee: $11.90* Total Amount: $511.90 Payment Method: Card Number: XXXXXXXXXXXXX4861 Expiration date: 07/2027 ' 2024 Value Payment Systems, LLC. | https://hcs.paylocalgov.com/Receiptlnfo/Receiptlnfo/24071612199972BC4131324071612199 Town, City, Village, State or Federal Permits May Also Be Required Shoreland LAND USE-X SANITARY - SIGN - SPECIAL - CONDITIONAL - 84-6271 BOA - BAYFIELD COUNTY PERMIT WEATHERIZE AND POST THIS PERMIT ON THE PREMISES DURING CONSTRUCTION No. 24-0330 Tax ID: 19478 Issued To: Chequamegon Telephone Co-Op Inc Location: 818 - T47N - R08W Town of Iron River Legal Description: PAR IN SW SE IN V.408 P.1 & PAR IN LOT 3 IN V.407 P.391 Commercial Structure in Industrial zoning district For: Class 2 Mobile Tower Collocation on Existing Mobile Support Structure; Height of 380' (Disclaimer): Any future expansions or development would require additional permitting. Condition(s): Town/State/DNR/Federal may require permitting. Height of structure not to be increased. To be constructed per plan. NOTE: This permit expires two years from date of issuance if the authorized construction Alessandro Hall, AZA work or land use has not begun. Authorized Issuing Official Changes in plans or specifications shall not be made without obtaining approval. This permit may be void or revoked if any of the application information is found to have been misrepresented, erroneous, or incomplete. July 26, 2024 This permit may be void or revoked if any performance conditions are not Date completed or if any prohibitory conditions are violated.