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HomeMy WebLinkAbout24-0502i \r BAWIELD \x^ PLANNING & ZONING DEPARTMENT 117 E 5th Street POBox58i^i!r;l(l?;", Washburn, Wl 54891 (715)373-6138 permits@bavfieldcountv.wi.gov www.bavfieldcountv.wi.Rov/zoning County Use Only: IpZoning Districtf Shoreland; Fee Paid^' Refund: Permit #: Zf-O'SOZ. Date: LAND USE PERMIT APPLICATION Property Owner Name: WISCONSIN RSA#2 PACIFIC TELECOM CELLULAR Authorized Agent Name (if applicable):JERRY JOHNSON AT&T AGENT Telephone Number:781-926-4500 (ATC-DANIEL FLATEY)Telephone Number:678-617-9731 E-Mail Address:E-Mail Address: jerry.johnson2@jacobs.com Mailing Address:4600 W COLLEGE AVE ^Mailing Address: 2 ASH ST #3000 City, State, Zip:APPLETONWI54915 City, State, Zip:CONSHOHOCKEN PA 19428 Contractor: JACOBS TELECOMMUNICATION INC Telephone Number: 908-296-0715 E-Mail Address: victor.rizzuto@jacobs.com Project Address (if different from mailing address):122865 KASENO RD CORNUCOPIA Wl 54827 Legal Description (if additional space is needed, attach a separate sheet): LOT 1 OF CSM #846 V.5 P.341 BEING A PAR IN NE NE Section, Township, Range:S15 T50M R06W Town of:BELL Tax ID #: 04-010-2-50-06-15-1 -01-000 3 Lot Size (Acres/Square Feet): 5.9 AC/257004 Proposed Use: a Residential Q Commercial D Municipal Proposed Project: D New Construction El Addition/Alteration D Change/New Use D Relocate (existing structure) D Temporary (12 or less months, does not apply to RV placement) Structure Type: D Residence/Principal Structure D Detached Garage D Boathouse (one story only) D Open-sided/Screened Structure (gazebo, etc.) a Stairway to navigable waters D Sign D RV Placement D Shipping Container D Shoreland Grading (Class A) El Other (explain): TOWER Foundation Type: d Basement D Walkout Basement D Slab D Crawlspace D Ground D Skids B Other (explain): TOWER FOUNDATION Proposed Sign is: D New D Replacement D On-premise D Off-premise D 1-sided D 2-sided D On-building D Multi-Tenant Length: Width: Height: Proposed RV is: Year: Make: D New D Replacement Vin#: Model: Basement:1st Floor:Loft:2nd Floor:3rd Floor: Other:1000 Total Square Footage:1000 Overall Height (finished grade to peak):325' TOWER / 278 ANTENNAS SITE PLAN PLEASE SEE CONSTRUCTION DRAWINGS ^tTji . .. FOR THE SITE PLAN PAGE C-4.1 ELEVATION PAGE IS C-4 REQUIRED (PLEASE COMPLETE BELOW) Overall footprint (including eaves/overhangs)2464sq'ft' All applicable setbacks (include on site plan too) 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 ofFloodplain Ordinary High-Water Mark (OHWM) Other 389 ft. 244 ft. 245 ft. 164 ft. 364 ft. 0 ft. 0 ft. 0 ft, o ft. 2 ft. o ft. 0 ft. 0 ft. 0 ft. County Use Only Verified overall footprint sq.ft. Verified setbacks 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. 2 in i!' II" I;' II I II' !nl FLOOR PLAN Indicate Floor: D Basement D 1st Floor 0 Loft D 2nd Floor D 3rd Floor E Other ANTENNA AND ASSOCAIED EQUIPMENT PLEASE SEE DRAWINGS All applicable dimensions need to be shown on the floor plan and noted below Floor without attached exterior components with Porch 1 with Porch 2 with Deck 1 with Deck 2 with Attached Garage with Other (explain): Dimensions (in feet) x x x x x x x Square Footage sq.ft. sq.ft. sq.ft. sq.ft. sq.ft. sq.ft. 1000 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 floor plan/s as a separate document. LAND USE PERMIT APPLICATION REVIEW 1) Will this be the first structure on the site? D Yes B No 2) What is the total number of bedrooms on the property once this project is complete o_ 3) Is there a proposed/existing sanitary system on the property? D Proposed - Type N/A _ D Existing - Type N/A 4) Will any of the following occur within the proposed prqject/structure? D New Electrical Installation D New Plumbing Installation D Sleeping 5) Has the location of the proposed project been staked including structure, sanitary system, and well? D Yes 0 No 6) If required, who marked the property lines? D Applicant/Property Owner B Licensed Surveyor 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 E No D Unsure 8) Is there wetland located on or near the property? D Yes 0 No D Unsure 9) Is there floodplain located on or near the property? D Yes 0 No d Unsure 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? D Yes 0 No The following items are included with the application: 0 Site Plan B Building Elevations B 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. Sanitaiy 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 (accessoiy /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. I (we) further accept liability which may be a result ofBayfield 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 Printed Name: JERRY JOHNSON AT&T AGENT Owner/s or Authorized Agent Signature : _ Date:NOTE: If you are signing on behalf of the owner(s) a letter of authorization must accompany this application Address to Send Permit: 5623 CHINOOK CT FLOWERY BRANCH GA 30542 LAND USE PERMIT APPLICATION REVIEW 1) Will this be the first structure on the site? D Yes B No 2) What is the total number of bedrooms on the property once this project is complete ^_ 3) Is there a proposed/existing sanitary system on the property? D Proposed - TypeWA_ C3 Existing - Type N/A 4) Will any of the following occur within the proposed project/structure? D New Electrical Installation D New Plumbing Installation D Sleeping 5) Has the location of the proposed project been staked including structure, sanitary system, and well? D Yes 0 No 6) If required, who marked the property lines? D Applicant/Property Owner E Licensed Surveyor 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 B No D Unsure 8) Is there wetland located on or near the property? D Yes 0 No D Unsure 9) Is there floodplain located on or near the property? D Yes 0 No D Unsure 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? D Yes E No The following items are included with the application: 0 Site Plan B Building Elevations B 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 hew 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. I (we) further accept liability which may be a result ofBayfield 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 Printed Name: JEfeff( JOyMJ^^3;&T AGENT o=Jacobs Teiecomuunicatton fnc,ou=Zonlng and Permitting,emuMeny.jahnaon281aaibs.comOwner/s or Authorized Agent Signature: uui n IQUI i ^:~SS^'wu'i'^°m"ww' _ Date: NOTE: If you are signing on behalf of the owner(s) a letter of authorization must accompany this application Address to send permit: 5623 CHINOOK CT FLOWERY BRANCH GA 30542 ^AIVIERICAN TOWER CORPORATION 11« I II :..|,1 Co. ,/uiiiiil.luil!) Structure ATC Asset Name ATC Asset Number Engineering Number Proposed Carrier Carrier Site Name Carrier Site Number Site Location County Date Max Usage Analysis Result Structural Analysis Report 325 ft Guyed Tower Cornucopia (Wl) Wl 417722 OAA792391 C3 01 AT&T MOBILITY CORNUCOPIA WIL03200 22665 Kaseno Road Cornucopia, Wl 54827-4776 46.8164° N, 91.0947° W Bayfield July 22, 2024 92% Pass till,.^0^\^'. >•'" ~"\^'< ^"V ESHAK. \' '•;/ M°DL \ II 4560^6 |^; <//7®/ONM<^SS'»71Vn»^' COA: 4069-11 ATC Tower Services LtC - 1 Fenton Main Street, Suite 300, Gary, NC 27511 - Office 919-468-0112 - Fax 919-466-S414 - www.amerlcantower.com ^AMERICAN TOWER" cofiroRA^tOM Eng. Number OAA792391_C3_01 July 22, 2024 Page 2 cofiroRA^tOM Table of Contents Introduction.................................................................................................................................................................... Supporting Documents...........................................................................................................................................................^ Analysis...........................................................................................................................................................^ Conclusion....................................................................................................................................................................^ Structure Usages....................................................................................................................................................................^ Maximum Reactions..................................................,.,,,..............,........................................,................................................^ Tower Loading.................................................................................................................................................................^ Standard Conditions............................................................................................................................................................... Attached Calculations............................................................................................................................................................. ATC Tower Services LLC - 1 Fenton Main Street, Suite 300, Gary, NC 27511 - Office 919-468-0112 - Fax 919-466-5414 - www.americantower.com AAMERICAN TOWER" Eng. Number OAA792391_C3_01 d „;/ „; ,,.^ July 22,2024 •; I'l I! V, "i uij Page3 Introduction The purpose of this report is to summarize results of a structural analysis perform6dW!iH6;325(fti'GUted'towerto reflect the change in loading by AT&T MOBILITY. Supporting Documents Allied Drawing #8-18032, dated September 22,1994 Mapping by TEP Job #67275.78110, dated March 31, 2016 Foundation: j Mapping by GeoTel Report #E16-374, dated March 25, 2016 Geotechnical: | TPT Project #943-94MG, dated August 31,1994 Analysis The tower was analyzed using American Tower Corporation's tower analysis software. This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. 90 mph (3-second gust, Vasd) /115 mph (3-second gust, Vult) 50 mph (3-second gust) w/ 0.50" radial ice concurrent Basic Wind Speed: Basic Wind Speed w/ Ice; Code(s): j ANSI/TIA-222-G / 2015 IBC / Wisconsin Commercial Building Code StructureClass; [ II Exposure Category: Topographic Category; Crest Height: I Oft Ss = 0.04, S, = 0.02 D-Stiff Soil-Default Spectral Response: Site Class: Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please reach out to your American Tower contact. If you do not have an American Tower contact and have an Engineering question, please contact Engineering@americantower.com Please include the American Tower asset name, asset number, and engineering number in the subject line for any questions, ATC Tower Services U.C - 1 Fenton Main Street, Suite 300, Gary, NC 27511 -- Office 919-468-0112 - Fax 919-466-5414 -- www.amerlcantower.com A. AIVIERICAN TOWER" Eng. Number OAA792391_C3_01 July 22, 2024 Page 4 Structure Usages Structural Component Usage Control Location Result Leg Diagonal Horizontal Bolt Torque Arm Cable Serviceability Usage Mat & Pier Guy Anchor Guy Anchor Guy Anchor 78.7% 81.6% 86.4% 25.3% 37.5% 92.0% 6.4% 48.4% 47.4% 46.7% 47.2% Member X Member X Member X Compression Tension Rotation Bearing [Soil] Tension [Anchor Rod] Tension [Anchor Rod] Tension [Anchor Rod] Section 10 Section 9 Section 17 Section 14 Elevation 310 ft Elevation 310 ft Elevation 240 ft Node 1 Node Al Node Ala Node Alb Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass IVIaximum Reactions Foundation Guyed - Pivot Base Guyed Anchor-Al Moment (k-ft)Axial(k) 173.5 Uplift (k) 47.0 Shear (k) UZZiK. 47.1 *Reactions shown are maximum overall and not limited by Load Case Structure base reactions were analyzed using available geotechnical and foundation information. ATC Tower Services LLC - I Fenton Main Street, Suite 300, Gary, NC 27511 - Office 919-468-0112 - Fax 919-466-S414 -- www.americantower.com AAMERICAN TOWER"COXPOHATION Eng. .Number QAA79.2391_C3_01 V, I I l\ |||J;uly22,2024 PageS 1 I;1 IIJ/ AT&T MOBILITY Final Loading Elev (ft) Qty Equipment Raycap DC6-48-60-18-8F Raycap DC9-48-60-24-8C-EV (18.51bs) Commscope NNH4-65C-R6-HG (144.41b) Commscope NNHH-65C-R4 Ericsson AIR 6472 B77G B77M (92.61bs) Ericsson Radio 4490HP 44B5 44B12A C (68.31bs) Ericsson Radio 4494 44B14 20B29 M01 Ericsson Radio 4890HP 48B2/B25 48B66 M01 (68,31bs) 278.0 1 1 3 3 3 3 3 3 3 3 Lines (2) ,957" (24.3mm) 6 AW6 6C (2) 0.39" (10mm) Fiber Trunk (2) 0.78" (19.7mm) 8 AWG 6 (1) 3/8" (0.38"- 9.5mm) RET Control Cable Light Sector Frame Mount Reinforcement Install proposed lines in the place of the existing AT&T MOBILITi' lines. Other Existing/Reserved Loading Elev (ft) 336.6 Qty 2 336.0 | - 331.0 325.0 317.1 316.5 316.0 314.0 313.0 293.8 293.0 284.0 265.0 2 3 3 3 2 3 3 3 6 Equipment 19' Omni 18' Omni Side Arm TTA Andrew DBXNH-6565B-VTM Raycap RVZDC-3315-PF-48 Ericsson AIR 6419 B77D Ericsson Radio 4490HP B5 813 Ericsson Radio 4890HP B2 B66 Commscope NHH-65B-R2B 1 3 3 1 1 1 1 1 1 3 3 6 Unused Reserve (15497,46 sqin) Mount Reinforcement Sector Frame Decibel DB224-A Side Arm Ceragon FibeAir IP-20C Ceragon RFU-C RFSSC3-W100AMPT Raycap RNSNDC-7771-PF-48 Light Sector Frame Nokia AirScale Dual RRH 4T4R B12/71240W AHLOA Commscope F-65C-R1 Lines (2) 1 5/8" Coax (2) 1 5/8" (1.63"-41.3mm) Fiber (3) 1 5/8" Coax (1) 1 5/8" Coax (1) 7/8" Coax (2) 0.41" (10.3mm) CNT-400 (1)15/8" (1.63"-41,3mm) Fiber Carrier VERIZON WIRELESS VERIZON WIRELESS VERIZON WIRELESS VERIZON WIRELESS VERIZON WIRELESS VERIZON WIRELESS VERIZON WIRELESS VERIZON WIRELESS VERIZON WIRELESS COUNT!'OF BAYFIELD,WI COUNTC OF BAYFIELD, Wl COUNTi' OF BAYFIELD, Wl T-MOBILE (If table breaks across pages, please see previous page for data in merged cells) ATC Tower Services LLC - 1 Fenton Main Street, Suite 300, Gary, NC Z7511 - Office 919-468-0112 - Fax 919-466-5414 -- www.amerlcantower.com AAMERICAN TOWER-CORPOHATIOM Standard Conditions All engineering services performed by ATC Tower Services LLC are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following: • Information supplied by the client regarding antenna, mounts, and feed line loading • Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services LLC It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates, and subsidiaries (collectively "American Tower") are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services LLC, all services will be performed in accordance with the current revision ofANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. ATC Tower Services LLC -- 3500 Regency Parkway, Suite 100, Gary, NC 27518 - Office 919-468-0112 - Fax 919-466-5414 - www.americantower.com AS.SET: Cornucopia (Wl) Wl, 417722 CUSTOMER: AT&T MOBILITY CODE: ANSI/TIA-222-G PROJECT: OM792391 Design Wind; 90 mph Structure Class; II Structure Height: 325 ft Base Width: 3.50ft 325.00•320-M ANALYSIS PARAMETERS Ice Wind: 50 mph w/0.50" Ice Service Wind: 60mph Exposure: B S,: 0.042 S,: 0.017 Topo Category: 1 Shape; TriangleBase Elevation; Oft Top Width: 3.50 ft Tower ElevationSVtew ' mi Base Type:PlvolIIS rj il^ i I'll.)'. BASE REACTIONSAxlal (k);Shear (k): R =245.00'E=-25.0' -173.54 1.12 Tower Plan View R= 222.00'E° 0.0" TOWER SECTION PROPERTIES Section Leg Members Diagonal Members Horizontal Members 1 -5 SOL 50 ksi 2" SOLID 6 - 9 SOL 60 ksi 2 1/4" SOLID 10-13 SOL 60 kst 2 1/4" SOLID 14-17 SOL 60 ksl 2" SOLID 18 SOL 60 ksl 2" SOLID SOL 38 ksi 7/8" SOLID SOL 36 ksi 1" SOLID SOL 36 ksl 1 1/8" SOLID SOL 36 ksi 1 1/8" SOLID SOL 36 ksi 1 1/8" SOLID SOL 36 ksi 7/8" SOLID SOL 36 ksi 7/8" SOLID SOL 36 ksi 7/8" SOLID SOL 36 ksl 7/8" SOLID SAE 36 ksi 4X4X0.375 SECONDARY BRACING MEMBERS Section Sub Diagonal 1 Sub Dlagona] 2 Sub Dlagonal 3 Section Sub Horizontal 1 Sub Horizontal 2 Sub Horizontal 3 S2X2X0.25S2X2X0.25 DISCRETE APPURTENANCE Elev (ft) Description LINEAR APPURTENANCE Elev(ft) Description 336.6 (2) Generic 19' Omnl 331.0 (2) Generic 18'Omnl 326.0 (3) Generic Round Side Arm 317.1 (3) Generic TTA 316.5 (3) Andrew DBXNH-6565B-VTM 316.0 (2) Raycap RVZDC-3316-PF-48 316.0 (3)EricssonAIR6419B77D 316.0 (6) Commscope NHH-65B-R2B 316.0 (3) Ericsson Radio 4890HP B2 B66 316.0 (3)EricssonRadto4490HPB5B13 313.0 (3) Generic Mount Reinforcemenl 313.0 (3) Generic Round Sector Frame 313.0 (1) Unused Reserve (15497.48 sqln) 310.0 (1)TorqueAfms 293.8 (1) Decibel DB224-A 284.0 (1) Generic Round Side Amn 278.0 (3) Generic Mount RelnforcemBnt 278.0 (3) Commscope NNHH-65C-R4 278.0 (3) Ericsson Radio 4494 44B14 20B29 MO 278.0 (3) Ericsson AIR 6472 B77G B77M (92.61 278.0 (3) Generic Flat Light Sector Frame 278.0 (1) Raycap DC9-48-60-24-8C-EV (18.6lbs 278.0 (1)RaycapDC6-48-60-18-8F 278.0 (3) Ericsson Radio 4490HP 44B5 44B12A 278.0 (3) Ericsson Radio 4890HP 48B2/B25 48 278.0 (3) Commscope NNH4-65C-R6-HG (144. 265.0 (1)CeragonFlbeAirlP-20C 265.0 (1) RFS SC3-W100AMPT 265.0 (1) Raycap RNSNDC-7771-PM8 285.0 (6) Commscope F-65C-R1 265.0 (3) Generic Flat Light Sector Frame 265.0 (l)CeragonRFU-C 265.0 (3) Nokia AlrScate Dual RRH 4T4R 812/7 239.6 (1)TorqueArms 159.5 (1)TorqueArms 336.0 (2) 1 5/8" Coax 316.0 (2) 1 5/8" (1.63"-41.3mm) Fiber 316.0 (3) 15/8" Coax 314.0 (1)1 5/8" Coax 293.0 (1)7/8" Coax 278.0 (2) 0.78" (19.7mm) 8 AWG 6 278,0 (1)0.39" (10mm) Fiber Trunk 278.0 (1) 3/8" (0.38"- 9.5mm) RET Cont 278.0 (1)0.39" (10mm) FlberTrunk 278.0 (2).957"(243mm)6AWG6C 265.0 (1) 1 5/8" (1.63"-41.3mm) Fiber 265.0 (2) 0.41" (10.3mm) CNT-400 Radius (ft) GUY ANCHOR REACTIONS Drop (ft) Azimuth (°) _Uplift (k)Shear(k) 222.0 222.0 245.0 0.00 3.00 -26.00 0 120 240 47.04 48.49 46.43 47.06 47.11 46.29 © 2007 - 2022 by ATC LLC. All rights reserved.Page 1 of 1 ModellD: 81412.0 Scenario ID:7/22/2024 19:08:51 ASSET: 417722, Cornuco CUSTOMER: AT&T MOBILIPi' Bayfield County, Wl Guyed, Triangle Undetermined ANALYSIS PARAMETERS Height: Base Elevation: Bottom Face Width: Top Face Width: CODE: PROJECT: 325ft 0.00ft 3.50ft 3.50ft ANSI/TIA-222-G OAA792391 C3_01 Location; Type and Shape: Manufacturer: Structure Class; Exposure Category: Topographic Category: Crest Height: B 1 Oft ICE & WIND PARAMETERS Design Wind Speed Without Ice: 90 mph Design Wind Speed with Ice: 50 mph Operational Wlndspeed: 60 mph Design Ice Thickness: 0.50 in Analysis Method: Site Class: TL (sec): Sos: Ss: Fa: Equivalent t D - Stiff Soil 4 0.045 0.042 1.600 SEISMIC PARAMETERS Equivalent Modal Analysis & Equivalent Lateral Force Methods p: Sd,: s,: F»: 1.3 0.027 0.017 2.400 Period Based on Raylelgh Method (sec): Cs: Cs Max: C., Mm: 1.76 0.030 0.030 0.030 1.2D+1.6W Normal 1.2D+1.6W60" 1.2D+1.6W90° 1.2D+1.6W1200 1.20+1.6W 180° 1.2D+1.6W210' 1.2D+1.6W240° 1.2D+1.6W300" 1.2D+1.6W330° 1.20+1.0Di+1.0Wi Normal 1.2D+1.0Di+1.0Wl60u 1.2D+1.0Di+1.0Wi90* 1.2D+1.0Di+1.0Wi120° 1.2D+1.0Di+1.0Wi180° 1.20+1.0Di+1.0Wi 210° 1.2D+1.0Di+1.0Wi240° 1.2D+1.001+1.0WI 300° 1.2D+1.0Di+1.0Wi3301' (1.2 + 0.2Sds) * DL + E Normal (1.2+0.2Sds)*DL+E60° (1.2+0.2Sds)*DL+E90° (1.2+0.2Sds)*DL+E120° (1.2+0.2Sds)*DL+E180° (1,2+0.2Sds)*DL+E210° (1.2+0.2Sds)*DL+E240° (1.2+0.2Sds)*DL+E300° (1.2+0.2Sds)*DL+E330° 1.0D + 1.0W Service Normal 1.0D+ 1.0W Service 60° 1.0D+1.0W Service 90° LOAD CASES 1.2D + 1.6W Normal - 90 mph Wind with No Ice 1.2D + 1.6W 60° - 90 mph Wind with No Ice 1.20 + 1.6W 90° - 90 mph Wind with No Ice 1.2D + 1.6W 120° - 90 mph Wind with No Ice 1.2D + 1.6W 180° - 90 mph Wind with No Ice 1.2D + 1.6W2100 - 90 mph Wind with No Ice 1.2D + 1.6W 240° - 90 mph Wind with No Ice 1.2D + 1.6W 300° - 90 mph Wind with No Ice 1.20 + 1.6W 330° - 90 mph Wind with No Ice 1.2D + 1.0DI + 1.0Wi Normal - 50 mph Wind with 0.5" Radial Ice 1.2D + 1.0DJ + 1 .OWi 60° - 50 mph Wind with 0.5" Radial Ice 1.20 + 1 .ODi + 1 .OWI 90° - 50 mph Wind with 0.5" Radial Ice 1.2D + 1.0DI + 1 .OWi 120° - 50 mph Wind with 0.5" Radial Ice 1.20 + 1 .ODi + 1 .OWi 180° - 50 mph Wind with 0.5" Radial Ice 1.2D + 1.0Di + 1.0Wi 210-' - 50 mph Wind with 0.5" Radial Ice 1.20 + 1.0DJ + 1 .OWi 240° - 50 mph Wind with 0,5" Radial Ice 1.20 + 1 .ODi + 1 .OWi 300° - 50 mph Wind with 0.5" Radial Ice 1.2D + 1.0DI + 1 .OWi 330° - 50 mph Wind with 0.5" Radial Ice (1.2 + 0.2Sds) * DL + E Normal - Seismic (1.2 + 0.2Sds) * DL + E 60° - Seismic (1.2 + 0.2Sds) * DL + E 90° - Seismic (1.2 + 0.2Sds) * DL + E 120° - Seismic (1.2 + 0.2Sds) * DL + E 180° - Seismic (1.2 + 0.2Sds) * DL + E 210" - Seismic (1.2 + 0.2Sds) * DL + E 240° - Seismic (1.2 + O.ZSds) * DL + E 300' - Seismic (1.2 + 0.2Sds) * DL + E 330° - Seismic 1.0D + 1.0W Service Normal - 60 mph Wind with No Ice 1.0D + 1.0W Service 60° - 60 mph Wind with No Ice 1.0D + 1 .OW Service 90° - 60 mph Wind with No Ice ©2007 - 2022 by A TC IP LLC. All rights reserved.Page 1 of 53 ModellD: 81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET: CUSTOMER: 417722, Cornucopia (Wl) Wl AT&T MOBILIPi' CODE: PROJECT: ANSIfTIA-222-G OAA792391_C3_01 1.0D+ 1.0W Service 120° 1.0D+1.0W Service 180° 1.0D+1.0W Service 210° 1.0D+1.0W Service 240° 1.0D + 1.0W Service 300° 1.0D+1.0W Service 330° LOAD CASES 1.0D + 1.0W Service 120° -60 mph Wind with No Ice 1.0D + 1.0W Service 180° - 60 mph Wind with No lc,e 1.0D + 1.0W Service 210° - 60 mph Wind with No lc^jj 1.0D + 1.0W Service 240° - 60 mph Wind with No lc^ j] 1.0D + 1.0W Service 300° - 60 mph Wind with No Ice n 1.00 + 1 .OW Service 330° - 60 mph Wind with No Ice IIHi U! ©2007 - 2022 by A TC IP LLC. All rights reserved.Page 2 of 53 ModellD: 81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET: 417722, Cornucopia (Wl) Wl CUSTOMER: AT&T MOBILITY CODE: PROJECT: ANSimA-222-G OAA792391 C3 01 TOWER LOADING - DISCRETE APPURTENANCE Discrete Appurtenance Properties for LC: 1.2D + 1.6W Elev _fflL 336.6331.0 325.0317.1 316.5 316.0 316.0 316.0316.0 316.0 313.0 313.0313.0 310.0 293.8 284.0278.0 278.0 278.0278.0 278.0 278.0 278.0278.0 278.0 278.0 265,0265.0 265.0 265.0 265.0265.0 265.0 239.5159.5 Description Generic 19'Omni Generic 18'Omni Generic Round Side ArmGeneric TTA Andrew DBXNH-6565B-VTM Ericsson Radio 4490HP 85 B13Ericsson Radio 4890HP 82 B66 Raycap RVZDC-3315-PF-48 Ericsson AIR 6419 B77D Commscope NHH-65B-R2B Generic Mount ReinforcementGeneric Round Sector Frame Unused Reserve (15497.46 sqin) Torque ArmsDecibel DB224-A Generic Round Side Arm Raycap DC6-48-60-18-8F Ericsson Radio 4494 44B14 2082Ericsson Radio 4890HP 48B2/B25 Ericsson Radio 4490HP 4485 44B Raycap DC9-48-60-24-8C-EV (18.Ericsson AIR 6472 B77G B77M (9 Generic Mount ReinforcementCommscope NNHH-65C-R4 Generic Flat Light Sector Fram Commscope NNH4-65C-R6-HG (144. Ceragon RFU-CCeragon FibeAlr IP-20C Nokia AirScale Dual RRH 4T4R B Raycap RNSNDC-7771-PF-48RFSSC3-W100AMPT Commscope F-65C-R1 Generic Flat Light Sector Fram Torque ArmsTorque Arms Totals Qty 2233333236331111133 3133333113116311 84 Wt.(Ib) 555518810446868216344200700121650035188 2057686819932009980014491484154062 800500500 15,214 EPA(sf) 5.7 5.4 5.2 1.2 8.1 2.2 2.2 2.5 4.2 8.1 5.0 14.4107.6 15.0 5.6 5.2 1.3 2.2 2.2 2.2 3.2 4.9 5.0 17.117.9 21.1 0.5 0.7 2.2 3.2 14.2 14.217.9 15.0 15.0 752.7 Length(ft) 19.018.0 0.0 1.0 6.0 1.5 1.5 1.6 2.6 6.0 0.0 0.0 0.0 0.0 21.3 0.0 2.0 1.5 1.5 1.5 2.6 3.0 0.0 8.0 0.0 8.0 0.7 0.8 1.8 1.6 3.3 8.0 0.0 0.0 0.0 Width (in) 3.0 3.0 0.0 12.0 11.915.1 15.1 15.716.1 11.9 0.0 0.0 0.0 0.0 0.0 0.0 9.7 15.1 15.1 15.118.2 18.1 0.0 19.6 0.0 25.2 7.9 9.1 12.120.6 39.5 15.6 0.0 0.0 0.0 DepthJ?n) 3.0 3.0 0.0 6.0 7.1 6.8 7.0 10.3 9.1 7.1 0.0 0.0 0.0 0.0 0.0 0.0 9.7 5.6 6.9 6.8 10.2 7.5 0.0 7.8 0.0 9.3 3.4 3.9 7.4 5.8 0.0 9.0 0.0 0.0 0.0 J<i_ 1.001.00 1.00 1,00 0.80 0.80 0.80 0.80 0.80 0.80 0.75 0.75 0.80 1.00 1.00 1.00 0.800.80 0.80 0.80 0.80 0.80 0.75 0.80 0.75 0.80 0.80 0.80 0.800.80 0.80 0.80 0.75 1.00 1.00 Orient.Factor 1.001.00 0.67 0.50 0.690.67 0.67 0.670.67 0.69 0.67 0.670.90 1.00 1.00 1.00 1.000.67 0.67 0.67 1.000.65 0.67 0.64 0.750.63 1.00 1.00 0.50 0.50 1.00 0.690.75 1.00 1.00 Vert.Eec. (ft) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -0.9 -0.9 0.5 2.7 -0.8 0.2 0.0 0.0 0.0 Ml,Jb-ft) 0.000.00 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 0.00 0.00 0.00 0.000.00 11.71 15.5341.67 109.99 283.36 293.78 0.00 0.00 0.00 Qz(psf) 24.64 24.5224.39 24.22 24.21 24.2024.20 24.20 24.20 24.2024.13 24.13 24.1324.07 23.70 23.47 23.33 23.3323.33 23.33 23.33 23.3323.33 23.33 23.3323.33 22.99 22.99 23.0223.08 22.99 23.02 23.0122.36 19.90 Fa(WL)(Ib) 382 3603475944011711789222 881 ASSET: " CUSTOMER: 417722, Cornucopia (Wl) Wl AT&T MOBILITY CODE: PROJECT: ANSimA-222-G OAA792391_C3_01 Elev (ft) Description 159.5 TorqueArms Totals Discrete Appurtenance Properties for LC: 1.0D + 1 .OW Service Elev(ft) Description 336.6 Generic 19'Omnl331.0 Generic 18'Omni 325.0 Generic Round Side Arm 317.1 Generic TTA 316.5 Andrew DBXNH-6565B-VTM316.0 Ericsson Radio 4490HP B5 B13 316.0 Ericsson Radio 4890HP B2 B66 316.0 Raycap RVZDC-3315-PF-48 316.0 Ericsson AIR 6419 B77D316.0 Commscope NHH-65B-R2B 313.0 Generic Mount Reinforcement 313.0 Generic Round Sector Frame 313.0 Unused Reserve (15497.46 sqin) 310.0 TorqueArms293.8 Decibel DB224-A 284.0 Generic Round Side Arm 278.0 RaycapDC6-48-60-18-8F278.0 Ericsson Radio 4494 44814 20B2 278.0 Ericsson Radio 4890HP 48B2/B25 278.0 Ericsson Radio 4490HP 44B5 448 278.0 Raycap DC9-48-60-24-8C-EV (18.278.0 Ericsson AIR 6472 B77G B77M (9 278.0 Generic Mount Reinforcement 278.0 Commscope NNHH-65C-R4 278.0 Generic Flat Light Sector Fram 278.0 Commscope NNH4-65C-R6-HG (144.265.0 Ceragon RFU-C 265.0 Ceragon FibeAir IP-20C 265.0 Nokla AirScale Dual RRH 4T4R B 265.0 Raycap RNSNDC-7771-PF-48265.0 RFSSC3-W100AMPT 265.0 Commscope F-65C-R1 265.0 Generic Flat Light Sector Fram239.5 Torque Arms 159.5 TorqueArms Qty1 84 Qty 223333323633111113 3313333311 311631 1 Ice Wt(Ib)733 30,702 Wt.(Ib) 555518810446868216344200700121650035188205768681993200 99 80014491484154062800500500 Ice EPA(sf) 22.0 1064.7 EPA(sf) 5.7 5.4 5.2 1.2 8.1 2.2 2.2 2.5 4.2 8.1 5.014.4 107.6 15.0 5.6 5.2 1.3 2.2 2.2 2.2 3.2 4.9 5.0 17.117.9 21.1 0.5 0.7 2.2 3.2 14.214.2 17.9 15.0 15.0 Length(ft) 0.0 Length(ft) 19.0 18.0 0.0 1.0 6.0 1.5 1.5 1.6 2.6 6.0 0.0 0.0 0.0 0.021.3 0.0 2.0 1.5 1.5 1.5 2.6 3.0 0.0 8.0 0.0 8.0 0.7 0.8 1.8 1.6 3.3 8.0 0.0 0.0 0.0 Width(in) 0.0 Width(in) 3.0 3.0 0.0 12.011.9 15.1 15.115.7 16.1 11.9 0.0 0.0 0.0 0.0 0.0 0.0 9.7 15.1 15.1 15.118.2 16.1 0.0 19.6 0.0 25.2 7.9 9.1 12.1 20.6 39.515.6 0.0 0.0 0.0 Depth(in) 0.0 Depth(In) 3.0 3.0 0.0 6.0 7.1 6.8 7.010.3 9.1 7.1 0.0 0.0 0.0 0.0 0.0 0.0 9.7 5.6 6.9 6.8 10.2 7.5 0.0 7.8 0.0 9.3 3.4 3.9 7.4 5.8 0.0 9.0 0.0 0.0 0.0 J<a-1.00 J<L 1.00 1.00 1.00 1.00 0.80 0.80 0.800.80 0.80 0.80 0.750.75 0.80 1.00 1.001.00 0.80 0.80 0.80 0.80 0.80 0.80 0.75 0.800.75 0.80 0.80 0.800.80 0.80 0.800.80 0.75 1.00 1.00 Orient. Factor 1.00 Orient. Factor 1.00 1.00 0.67 0.50 0.69 0.67 0.670.67 0.67 0.69 0.670.67 0.90 1.001.00 1.00 1.00 0.67 0.670.67 1.00 0.65 0.670.64 0.75 0.63 1.00 1.00 0.50 0.50 1.000.69 0.75 1.00 1.00 Vert. Eec. (ft) 0.0 Vert. Eec, (ft) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -0.9 -0.9 0.5 2.7 -0.8 0.2 0.0 0.0 0.0 Mu(Ib-ft) 0.00 Mu(Ib-ft) 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.003.25 4.31 11.57 30.5578.71 81.61 0.00 0.00 0.00 Qz(PSf) 6.14 Qz(psf) 10.95 10.9010.84 10.77 10.76 10.7510.75 10.75 10.75 10.7510.73 10.73 10.73 10.7010.53 10.43 10.37 10.3710,37 10.37 10.37 10.37 10.3710.37 10.37 10.3710.22 10.22 10.23 10.2610.22 10.23 10.23 9.94 8.85 F.(WL)(Ib)115 ASSET: CUSTOMER: 417722, Cornucopia (Wl) Wl AT&T MOBILITY CODE: PROJECT: ANSI/TIA-222-G OAA792391 C3 01 TOWER LOADING - LINEAR APPURTENANCE Linear Appurtenance Properties Elev From(ft) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Elev To M-336.0 316,0 316.0 314.0 293.0 278.0 278.0 278.0 278.0 278.0 265.0 265.0 Description 1 5/8" Coax 1 5/8" Coax 1 5/8" (1.63"-41.3mm) Fiber 1 5/8" Coax 7/8" Coax 3/8" (0.38"- 9.5mm) RET Contro 0.78" (19.7mm) 8 AWG 6 0.39" (10mm) Fiber Trunk 0.39" (10mm) Fiber Trunk .957" (24.3mm) 6 AWG 6C 1 5/8" (1.63"-41.3mm) Fiber 0.41" (10.3mm) CNT-400 _Qty 2 3 2 1 1 1 2 1 1 2 1 2 Width(in) 1.98 1.98 1.63 1.98 1.09 0.38 0.78 0.39 0.39 0.96 1.63 0.41 Weight(Ib/ft) 0.82 0.82 1.61 0.82 0.33 0.23 0.59 0.06 0.06 0.74 1.61 0.07 % InWind 50 100 100 100 100 100 100 100 100 100 100 50 Spread OnFaces 3 1 1 3 1 2 2 2 2 2 1 1 Bundling Block Individual Individual Individual Individual Individual Individual Individual Individual Individual Individual Block Cluster Dia(in) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Out ofZone N N N N N N N N N N N N Spacing(in) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Orient.Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 KaOverride 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.01 0.01 0.00 0.00 0.00 ©2007 - 2022 by A TC IP LLC. All rigMs reserved.Page 5 of 53 ModellD: 81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET: CUSTOMER: 417722,Cornucopia(WI)WI AT&T MOBILITt' 1.2D+1.6W Normal3W Normal 90 mph Wind with No Ice Section # 181716151413121110987654321 ElevM322.5310290270250230210190 1701501301109070503013.42 3.42 1.2D+1.6W60" 90 mph Wind with Section # 1817161514131211109876 54321 Elev(ft) 322.5310 290270250230 21019017015013011090705030 13.42 3.42 1.2D+1.6W90" Qz(PSf) 24.34 24.0723.61 23.13 22.6322.10 21.53 20.92 20.2719.56 18.77 17.90 16.9015.73 14.29 12.35 12.3412.34 1 No Ice Qz(psQ 24.3424.07 23.61 23.13 22.6322.10 21.53 20.92 20.2719.56 18.77 17.90 16.9015.73 14.29 12.35 12.34 12.34 90 mph Wind with No Ice Section # 181716151413121110987654321 ElevJftL 322.5310290270250 230210190170150130110907050 30 13.42 3.42 1.2D+1.6W120° 90 mph Wind with Section # 1817 Elev(ft) 322.5310 QzjgsfL 24.34 24.0723.61 23.13 22.63 22.1021.53 20.92 20.27 19.56 18.7717.90 16.90 15.7314.29 12.35 12.34 12.34 No Ice Qz(psf) 24.34 24.07 A,(sf) 2.221 0.0000.000 0.000 0.0000.000 0.000 0.000 0.0000.000 0.000 0.000 0.0004.373 0.000 0.000 2.3320.000 A,(sf) 2.221 0.000 0.0000.000 0.0000.000 0.000 0.000 0.000 0.0000.000 0.000 0.000 4.3730.000 0.000 2.332 0.000 A,(sf) 2.221 0.0000.000 0.000 0.000 0.000 0.0000.000 0.000 0.000 0.0000.000 0.000 4.373 0.0000.000 2.332 0.000 A,(sf) 2.221 0.000 A,(sf) 2.115 10.944 10.944 10.94410.944 11.755 11.755 11.755 11.75511.470 11.47011.470 11.470 10.128 10.371 10.371 6.6903.775 A,(sf) 2.11510.944 10.944 10.944 10.94411.755 11.755 11.75511.755 11.470 11.470 11.47011.470 10.128 10.371 10.371 6.6903.775 A,Js!L 2.115 10.94410.944 10.944 10.944 11.75511.755 11.755 11.755 11.47011.470 11.470 11.470 10.12810.371 10.371 6.690 3.775 A,(sf) 2.115 10.944 Ice A,(sf) 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 Ice A,(sf) 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.000.00 Ice A,(sQ 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 Ice A,(sf) 0.00 0.00 e 0.2370.149 0.149 0.149 0.1490.160 0.160 0.160 0.1600.156 0.156 0.1560.156 0.198 0.142 0.142 0.1870.288 e 0.2370.149 0.149 0.149 0.1490.160 0.160 0.160 0.160 0.1560.156 0.156 0.1560.198 0.142 0.142 0.187 0.288 e 0.237 0.1490.149 0.149 0.149 0.160 ASSET: CUSTOMER: 417722, Cornucopia (Wl) Wl AT&T MOBILITY CODE: PROJECT: ANSI/TIA-222-G OAA792391 C3 01 SECTION FORCES 1.2D+1.6W1200 90 mph Wind with Section #16151413 121110987654321 Elev(ft)29027025023021019017015013011090705030 13.42 3.42 1.2D+1.6W180° No Ice Qz(PSf)23.61 23.13 22.63 22.1021.53 20.92 20.27 19.5618.77 17.90 16.9015.73 14.29 12.35 12.3412.34 90 mph Wind with No Ice Section # 181716151413121110987654321 Elev(ft) 322.531029027025023021019017015013011090 705030 13.423.42 1.2D+1.6W210° 90 mph Wind with Section It 181718151413121110987654321 Elev(ft) 322.5310290270250230210 190170150130no90705030 13.423.42 1.20+1.6W 240° Qz(PSf) 24.34 24.0723.61 23.13 22.63 22.1021.53 20.92 20.27 19.5618.77 17.90 16.9015.73 14.29 12.35 12.3412.34 No Ice Qz(psf) 24.3424.07 23.61 23.13 22.63 22.1021.53 20.92 20.27 19.5618.77 17.90 16.9015.73 14.29 12.35 12.3412.34 90 mph Wind with No Ice Section ff 18171615 Elev(ft) 322.5310290270 Qz(psQ 24.3424.07 23.61 23.13 A,(sf)0.000 0.000 0.000 0.0000.000 0.000 0.000 0.0000.000 0.000 0.0004.373 0.000 0.000 2.3320.000 A,(sf) 2.221 0.0000.000 0.000 0.000 0.0000.000 0.000 0.000 0.0000.000 0.000 0.000 4.3730.000 0.000 2.3320.000 A,(sf) 2.221 0.0000.000 0.000 0.000 0.0000.000 0.000 0.000 0.0000.000 0.000 0.0004.373 0.000 0.000 2.3320.000 Ar(sf) 2.221 0.0000.000 0.000 A,(sf)10.944 10.944 10.944 11.75511.755 11.755 11.75511.470 11.470 11.470 11.47010.128 10.371 10.371 6.6903.775 A,(sf) 2.115 10.94410.944 10.944 10,944 11.75511.755 11.755 11.755 11.47011.470 11.470 11.47010.128 10.371 10.371 6.6903.775 A,(sf) 2.11510.944 10.944 10.944 10.94411.755 11.755 11.755 11.755 11.47011.470 11.470 11.47010.128 10.371 10.371 6.6903.775 A,(sf) 2.11510.944 10.944 10.944 Ice A,(sf)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 Ice A,(sf) 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Ice A,(sf) 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 Ice A,(sf) 0.00 0.00 0.00 0.00 e 0.149 0.149 0.149 0.160 0.1600.160 0,1600.156 0.156 0.156 0.1560,198 0.142 0.142 0.187 0.288 e 0.237 0.1490.149 0.149 0.149 0.160 0.1600.160 0.160 0.1560.156 0.156 0.156 0.1980.142 0.142 0.1870.288 e 0.2370.149 0.149 0.149 0.149 0.1600.160 0.160 0.160 0.1560.156 0.156 0.1560.198 0.142 0.142 0.1870.288 ASSET: 417722, Cornucopia (Wl) Wl CUSTOMER: AT&T MOBILITY CODE: ANSI/TIA-222-G PROJECT: OA/tti23a|l_d!v|Sl', j| || |^ SECTION FORCES Ill pWlOWW 1.20+1.E6W 240° 90 mph Wind with Section #1413121110987654321 1.2D+1.6W3000 Elev; (ft)25023021019017015013011090705030 13.42 3.42 3W 300° No Ice Qz(PSf)22.63 22.10 21.53 20.92 20.2719.56 18.77 17.9016.90 15.73 14.29 12.3512.34 12.34 90 mph Wind with No Ice Section # 181716151413121110987654321 Elev(ft) 322.5310290270250230210190 17015013011090705030 13.423.42 1.2D+1.6W3300 Qz(PSQ 24.3424.07 23.61 23.13 22.6322.10 21.53 20.92 20.2719.56 18.77 17.9016.90 15.73 14.29 12.35 12.3412.34 90 mph Wind with No Ice Section # 181716151413121110987654321 Elev(ft) 322.5310 29027025023021019017015013011090705030 13.42 3.42 Qz(psQ 24.34 24.0723.61 23.13 22.6322.10 21.53 20.92 20.2719.56 18.77 17.90 16.9015.73 14.29 12.35 12.3412.34 1.2D+1.0Di+1.0Wi Normal 50 mph Wind with 0.5" Radial Section # 181716151413 Elev(ft) 322.5310290270250230 Qz(PSf) 7.51 7.43 7.297.14 6.98 6.82 A,(sf) 0.0000.000 0.000 0.000 0.0000.000 0.000 0.0000.000 4.373 0.000 0.0002.332 0.000 Af(sf) 2.2210.000 0.000 0.000 0.0000.000 0.000 0.000 0.0000.000 0.000 0.0000.000 4.373 0.000 0.000 2.3320.000 A,(s0 2.221 0.0000.000 0.000 0.000 0.0000.000 0.000 0.000 0.0000.000 0.000 0.0004.373 0.000 0.000 2.332 0.000 Ice A,(sf) 2.221 0.000 0.0000.000 0.000 0.000 A,(sf)10.944 11.755 11.755 11.75511.755 11.470 11.470 11.47011.470 10.128 10.371 10.3716.690 3.775 A,(sf) 2.11510.944 10.944 10.944 10.94411.755 11.755 11.755 11.75511.470 11.470 11.470 11.47010.128 10.371 10.371 6.6903.775 A,(sf) 2.11510.944 10.944 10.944 10.94411.755 11.755 11.755 11.75511.470 11.470 11.470 11.47010.128 10.371 10.371 6.6903.775 A,(sf) 6.709 30.32930.200 30.063 29.91630.570 Ice A,(sf) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 Ice A,(sf) 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 Ice A,(sf) 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 Ice Ar(sf) 4.59 19.3919.26 19.12 18.97 18.82 e 0.149 0.160 0.160 0.1600.160 0.156 0.1560.156 0.156 0.198 0.142 0.1420.187 0.288 e 0.2370.149 0.149 0.149 0.1490.160 0.160 0.160 0.1600.156 0.156 0.1560.156 0.198 0.142 0.1420.187 0.288 e 0.2370.149 0.149 0.149 0.1490.160 0.160 0.160 0.1600.156 0.156 0.156 0.1560.198 0.142 0.142 0.1870.288 ASSET: CUSTOMER: 417722, Cornucopia (Wl) Wl AT&T MOBILITY CODE: PROJECT: ANSIH-IA-222-G OAA792391_C3 01 SECTION FORCBS 1.2D+1.0Di+1.0Wi Normal 50 mph Wind with 0.5" Radial Elev Section # (ft)12111098 7654321 210190170150130110907050 30 13.42 3.42 Qz(PsQ 6.65 6.466.26 6.04 5.79 5.525.22 4.86 4.41 3.813.81 3.81 Ice A,(sf) 0.000 0.0000.000 0.000 0.000 0.0000.000 4.373 0.0000.000 2.332 0.000 A, _(sQ_30.40030.214 30.010 29.498 29.24228.947 28.600 26.833 26.52325.719 15.709 8.418 Ice A,(sf) 18.64 18.4618.26 18.03 17.77 17.48 17.1316.71 16.15 15.35 9.024.64 e 0.391 0.3890.386 0.380 0.3770.374 0.370 0.406 0.3460.336 0.359 0.602 _CL2.08 2.09 2.09 2.10 2.11 2.122.13 2.05 2.182.21 2.15 1.80 _Dt-1.00 1.001.00 1.00 1.00 1.001.00 1.00 1.00 1.00 1.00 1.00 _DI_1.00 1.001.00 1.00 1.00 1.001.00 1.00 1.001.00 1.00 1.00 Tfa(in) 1.2 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.0 1.0 0.9 0.8 A.JsQ19.35 19.2119.05 18.64 18.44 18.2217.95 21.61 16.39 15.8112.12 6.35 Gust Response Factor (Gh): Wind Importance Factor (Iw): EPA,(sf) 40.29 40.0739.84 39.23 38.9338.59 38.19 44.35 35.7734.86 26.08 11.45 EPAa,(sf) 18.64 18.4618.26 18.03 17.77 17.48 17.1316.71 16.15 15.35 9.02 4.64 Totals Wt(Ib)39543923388937643722367536193755316630472175946 57,938 0.85 1.00 Ice Wt(Ib)213521042070201819761929187320141689 15691057411 30,673 FBI(Ib)228220212201192181 1691831341138437 F,(Ib)380368355343328311 292254245208 127 38 Force(Ib)60858856754452049246143738032121175 8,130 1.2D+1.0Di+1.0Wi600 50 mph Wind with 0.5" Radial Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw): 1.00 Section # 181716151413121110987654321 ElevJftL 322.5310290 27025023021019017015013011090705030 13.42 3.42 Qz _tesQ_ 7.517.43 7.29 7.14 6.98 6.82 6.65 6.46 6.26 6.04 5.79 5.52 5.22 4.86 4.41 3.81 3.81 3.81 A,(sf) 2.221 0.000 0.000 0.0000.000 0.000 0.000 0.0000.000 0.000 0.000 0.0000.000 4.373 0.0000.000 2.332 0.000 A,(sf) 6.70930.329 30.20030.063 29.916 30.570 30.40030.214 30.010 29.498 29.24228.947 28.600 26.833 26.52325.719 15.709 8.418 Ice A,(sf) 4.5919.39 19.26 19.12 18.9718.82 18.64 18.46 18.2618.03 17.77 17.4817.13 16.71 16.15 15.35 9.02 4.64 e 0.4610.392 0.390 0.3880.387 0.393 0.391 0.3890.386 0.380 0.377 0.3740.370 0.406 0.3460.336 0.359 0.602 -CL- 1.962.08 2.08 2.092.09 2.08 2.08 2.092.09 2.10 2.112.12 2.13 2.05 2.182.21 2.15 1.80 _DI_ 0.800.80 0.80 0.800.80 0.80 0.80 0.80 0.80 0.80 0.80 0.800.80 0.80 0.80 0.800.80 0.80 _DL- 1.001.00 1.00 1.001.00 1.00 1.00 ASSET: 417722,Cornucopia(WI)WI CUSTOMER: AT&T MOBILIPi' CODE: ANSIfTIA-222-G PROJECT: OAA79.2391_C3_01!li1 1;T (i'T- i1.' il V.l! SECTION FORCES 1.2D+1.0Di+1.0Wi120° 50 mph Wind with 0,5" Ractlal Ice ElevSection # (ft)Qz(psQ A,(sf)A,(sf)Ice A,(sf)_CL -DL Tte(in) Gust Response Factor (Gh): Wind Importance Factor (Iw): A< EPAa EPAd Wt(sf) (sf) (sf) (Ib). 0.85" 1.00 s'y ft! If- Ice Wt(Ib)F«yi!i;!,iF,i,. ,^(Ib) (Ib) (It Totals 67,938 30,673 1.2D+1.0Di+1.0Wi210° 50 mph Wind with 0.5" Radial Ice Elev Qz A,Section # (ft) (psf) (sf) Gust Response Factor (Gh): Wind Importance Factor (Iw): 0.85 1.00 A,(sf)Ice A,(sf)_CL -Df_D, Tk(in)A.(sf)EPA,(sQ EPA«(sf)Wt(Ib)Ice WtJbL Fst(Ib)F,(Ib) 8,114 Force(Ib) 1.2D+1.0Di+1.0Wi240° 50 mph Wind with 0.5" Radlal Ice Totals 57,938 30,673 Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw): 1 .00 8,118 Section # 1817161514131211 109 Elev(ft) 322.5310290270250 230210190170150 Qz _(£SfL 7.51 7.43 7.29 7.14 6.98 6.82 6.65 6.466.26 6.04 A,jsfL 2.221 0.000 0.000 0.0000.000 0.000 0.0000.000 0.000 0.000 A, _(sQ_6.709 30.329 30.20030.063 29.916 30.570 30.400 30.21430.010 29.498 Ice Ar _(sQ_4.59 19.39 19.26 19.1218.97 18.82 18.64 18.4618.26 18.03 ©2007 - 2022 by Arc IP LLC. All rights reserved. e 0.461 0.392 0.390 0.3880.387 0.393 0.391 0.3890.386 0.380 -Cf_1.96 2.08 2.08 2.092.09 2.08 2.08 2.09 2.09 2.10 _Dt1.00 1.00 1.00 1.001.00 1.00 1.00 1.001.00 1.00 -DL1.00 1.00 1.00 1.001.00 1.00 1.00 1.001.00 1.00 TfcJnL 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 Page 10 of 53 A. _(sQ_ 6.69 19.30 19.2019.09 18.98 19.49 19.3519.21 19.05 18.64 Model ID: EPA, JsQ_13.09 40.16 40.01 39.8539.68 40.49 40.2940.07 39.84 39.23 81412 EPAd _(sQ_4.59 19.39 19.2619.12 18.97 18.82 18.64 18.4618.26 18.03 WtJbL87329313124361037833983 39543923 38893764 Ice WtJbL364147216272035216821642135210420702018 Scenario ID: 324249 F.t_(lbL84254248242236235228220212201 F,JbL10200256364407391380 368355343 Force(Ib)93454504606642626608 588567544 7/22/2024 19:08:55 fillII./; 109 87654 321 1.2D+ 17015013011090705030 13.42 3.42 6.26 6.04 5.79 5.52 5.22 4.86 4.413.81 3.81 3.81 1.0Dl+1.0Wi180° 0.000 0.0000.000 0.000 0.000 4.3730.000 0.000 2.332 0.000 50 mph Wind with 0.5" Radial Ice ElevSection # (ft) 181716151413121110987654321 322.5310 29027025023021019017015013011090705030 13.42 3.42 Qz(PSf) 7.51 7.43 7.29 7.146.98 6.82 6.656.46 6.26 6.04 5.79 5.525.22 4.86 4.413.81 3.81 3.81 A,(sf) 2.221 0.000 0.0000.000 0.000 0.000 0.0000.000 0.000 0.000 0.0000.000 0.000 4.373 0.0000.000 2.332 0.000 30.010 29.49829.242 28.947 28.600 26.83326.523 25.719 15.709 8.418 A, _(sf)_ 6.709 30.329 30.20030.063 29.916 30.570 30.40030.214 30.010 29.49829.242 28.947 28.600 26.83326.523 25.719 15.709 8.418 18.26 18.03 17.7717.48 17.13 16.7116.15 15.35 9.02 4.64 Ice Ar(sf) 4.59 19.39 19.2619.12 18.97 18.82 18.6418.46 18.26 18.03 17.7717.48 17.13 16.7116.15 15.35 9.02 4.64 0.386 0.380 0.3770.374 0.370 0.4060.346 0.336 0.359 0.602 e 0.461 0.392 0.3900.388 0.387 0.393 0.3910.389 0.386 0.380 0.3770.374 0.370 0.4060.346 0.336 0.359 0.602 2.09 2.10 2.112.12 2.13 2.05 ASSET: 417722, Cornucopia (Wl) Wl CUSTOMER: AT&T MOBILITi' CODE: PROJECT: ANSI/TIA-222-G OAA792391_C3_01 SECTION FORCES 1.2D+1.0Di+1.0Wi240° 50 mph Wind with 0.5" Radial Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw): 1 .00 Section # 876 54321 Elev(ft)13011090 705030 13.423.42 Qz(psf)5.79 5.52 5.22 4.864.41 3.81 3.813.81 1.2D+1.0Di+1.0Wi300° A,(sf) 0.000 0.000 0.0004.373 0.000 0.000 2.3320.000 50 mph Wind with 0.5" Radial Ice Section # 18 1716151413121110987654321 ElevJftL 322.531029027025023021019017015013011090705030 13.423.42 Qz(psf) 7.517.43 7.29 7.14 6.986.82 6.65 6.46 6.266.04 5.79 5.52 5.22 4.86 4.41 3.81 3.813.81 1.2D+1.0DI+1.0Wi330° 50 mph Wind with 0.5' Section # 181716151413121110987654321 Elev(ft) 322.5310 2902702502302101901701501301109070503013.42 3.42 A,(sf) 2.2210.000 0.000 0.000 0.0000.000 0.000 0.000 0.0000.000 0.000 0.000 0.0004.373 0.000 0.000 2.3320.000 0.5" Radial Ice Qz(Psf) 7.517.43 7.29 7.146.98 6.82 6.65 6.466.26 6.04 5.79 5.52 5.22 4.86 4.41 3.81 3.813.81 1.0D + 1.0W Service Normal 60 mph Wind with No Ice Section # 1817161514131211109 87 Elev _fftL 322.5310 290270250230210190170150130110 Qz _(ESQ_10.82 10.70 10.49 10.28 10.069.82 9.57 9,30 9.018.69 8.34 7.96 Af(sf) 2.2210.000 0.000 0.0000.000 0.000 0.000 0.0000.000 0.000 0.000 0.0000.000 4.373 0.000 0.000 2.3320.000 I A, _(sQ_ 2.2210.000 0.000 0.0000.000 0.000 0.000 0.0000.000 0.000 0.000 0.000 A,(sf)29.242 28.947 28.60026.833 26.523 25.719 15.7098.418 A,(sf) 6.70930.329 30.200 30.063 29.91630.570 30.400 30.214 30.01029.498 29.242 28.947 28.60026.833 26.523 25.719 15.7098.418 A,(sQ 6.70930.329 30.200 30.06329.916 30.570 30.400 30.21430.010 29.498 29.242 28.94728.600 26.833 26.523 25.71915.709 8.418 A, JsQ_ 2.11510.944 10.944 10.944 10.94411.755 11.755 11.755 11.75511.470 11.470 11.470 Ice A,(sf)17.77 17.48 17.13 16.7116.15 15.35 9.02 4.64 Ice A,(sf) 4.59 19.3919.26 19.12 18.97 18.8218.64 18.46 18.26 18.0317.77 17.48 17.1316.71 16.15 15.35 9.02 4.64 Ice A,(sf) 4.59 19.3919.26 19.12 18.9718.82 18.64 18.46 18.2618.03 17.77 17.48 17.1316.71 16.15 15.35 9.02 4.64 Ice A,(sf) 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 e 0.377 0.374 0.370 0.4060.346 0.336 0.3590.602 e 0.4610.392 0.390 0.388 0.3870.393 0.391 0.389 0.3860.380 0.377 0.374 0.3700.406 0.346 0.336 0.3590.602 e 0.4610.392 0.390 0.388 0.3870.393 0.391 0.389 0.3860.380 0.377 0.374 0.3700.406 0.346 0.336 0.3590.602 e 0.2370.149 0.149 0.149 0.1490.160 0.160 0.160 0.1600.156 0.156 0.156 -CL2.11 2.12 2.13 2.052.18 ASSET: CUSTOMER: 417722, Cornucopia (Wl) Wl AT&T MOBILITY CODE:ANSIfTIA-222-G PROJECT: OAAji^3a^C3_0;1'iW 1.00 + 1.0W Service Normal 60 mph Wind with Section #6 54 321 Elev(ft)9070 5030 13.423.42 No Ice Qz(psQ 7.51 6.996.35 5.49 5.48 5.48 1.0D+1.0W Service 60° 60 mph Wipd with Section # 181716151413121110987654321 Elev(ft) 322.531029027025023021019017015013011090705030 13.42 3.42 No Ice Qz(PSf) 10.82 10.70 10.4910.28 10.06 9.82 9.57 9.30 9.01 8.69 8.347.96 7.51 6.99 6.355.49 5.48 5.48 A, _(sf)_0.000 4.3730.000 0.000 2.332 0.000 A,(sf) 2.221 0.0000.000 0.000 0.000 0.0000.000 0.000 0.000 0.000 0.0000.000 0.000 4.373 0.0000.000 2.332 0.000 A, _(sQ_11.47010.128 10.371 10.371 6.6903.775 A,(sf) 2.115 10.944 10.94410.944 10.944 11.755 11.75511.755 11.755 11.47011.470 11.470 11.470 10.12810.371 10.371 6.690 3.775 Ice A, JsQ_0.00 0.000.00 0.00 0.00 0.00 Ice A,(sf) 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 e 0.1560.198 0.142 0.142 0.1870.288 e 0.237 0.1490.149 0.149 0.149 0.1600.160 0.160 0.160 0.1560.156 0.156 0.156 0.1980.142 0.142 0.187 0.288 _CL2.75 2.602.80 2.80 2.64 2.33 -CL 2.48 2.77 2.772.77 2.77 2.74 2.742.74 2.74 2.75 2.752.75 2.75 2.60 2.802.80 2.64 2.33 _DL1.00 1.001.00 1.00 1.00 1.00 _DL 0.80 0.80 0.800.80 0.80 0.80 0.800.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 SECTION _DL-1.00 1.001.00 1.00 1.00 1.00 D, 1.00 1.00 1.001.00 1.00 1.00 1.001.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FORCES Tl,(in) 0.0 0.0 0.0 0.0 0.0 0.0 Tfe(in) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A. _(sf)6.62 10.275.97 5.97 6.222.31 A.(sf) 3.02 6.316.31 6.31 6.31 6.80 6.80 6.80 6.80 6.62 6.62 6.62 6.62 9.40 5.975.97 5.75 2.31 Gust Response Factor (Gh): Wind Importance Factor (Iw): , EPA, JsQ_18.22 26.7416.73 16.73 16.415.38 EPA,| _(sQ_0.00 0.000.00 0.00 0.00 0.00 Totals Wt Jb)_1455 145112311231932446 22,721 Gust Response Factor (Gh): Wind Importance Factor (Iw): EPA,(sf) 7.48 17.5117.51 17.51 17.51 18.6118.61 18.61 18.61 18.22 18.2218.22 18.22 24.4616.73 16.73 15.18 5.38 EPAd(sf) 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 Wt(Ib)424121612481313134515161516151615161455145514551455145112311231932446 0.85 1.00 Ice WtJbL000 000 ASSET: CUSTOMER: 417722, Cornucopia (Wl) Wl AT&T MOBILIP^ CODE: PROJECT: ANSI/TIA-222-G OAA792391_C3_01 SECTION FORCES 1.0D+1.0W Service 120° 60 mph Wind with No Ice Section #43 21 Elev(ft)5030 13.42 3.42 Qz (psf).6.35 5.495.48 5.48 1.0D+ 1.0W Service 180° 60 mph Wind with No Ice Section # 181716151413121110987654321 ElevJ«L 322.531029027025023021019017015013011090705030 13.42 3.42 Qz(psf) 10.82 10.70 10.49 10.28 10.069.82 9.57 9.30 9.018.69 8.34 7.96 7.516.99 6.35 5.495.48 5.48 1.0D+ 1.0W Service 210° 60 mph Wind with Section # 181716151413121110987654321 Elev(ft) 322.5310 29027025023021019017015013011090705030 13.42 3.42 No Ice Qz(psf) 10.8210.70 10.49 10.28 10.06 9.82 9.57 9.309.01 8.69 8.34 7.967.51 6.99 6.35 5.495.48 5.48 A, _(sQ_0.000 0.0002.332 0.000 A,(st) 2.2210.000 0.000 0.000 0.0000.000 0.000 0.000 0.0000.000 0.000 0.0000.000 4.373 0.000 0.0002.332 0.000 A,(sf) 2.2210.000 0.000 0.0000.000 0.000 0.000 0.0000.000 0.000 0.000 0.0000.000 4.373 0.000 0.0002.332 0.000 A,(sf) 10.37110.371 6.690 3.775 A,(sf) 2.115 10.944 10.944 10.94410.944 11.755 11.75511.755 11.755 11.470 11.470 11.47011.470 10.128 10.37110.371 6.690 3.775 A,(sf) 2.115 10.944 10.94410.944 10.944 11.755 11.75511.755 11.755 11.470 11.47011.470 11.470 10.128 10.37110.371 6.690 3.775 Ice A,(sf) 0.00 0.000.00 0.00 Ice A,(sf) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000,00 0.00 0.00 0.00 0.00 Ice A,(sf) 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 e 0.1420.142 0.187 0.288 e 0.2370.149 0.149 0.1490.149 0.160 0.160 0.1600.160 0.156 0.156 0,1560.156 0.198 0.1420.142 0.187 0.288 e 0.2370.149 0.1490.149 0.149 0.160 0.160 0.1800.160 0.156 0.156 0.1560.156 0.198 0.1420.142 0.187 0.288 _CL2.80 2.802.64 2.33 _CL. 2.482.77 2.77 2.77 2.772.74 2.74 2.74 2.742.75 2.75 2.752.75 2.60 2.80 2.802.64 2.33 _CL 2.482.77 2.77 2.77 2.772.74 2.74 2.742.74 2.75 2.75 2.752.75 2.60 2.80 2.80 2.64 2.33 _DL1.00 1.001.00 1.00 _DL 0.80 0.800.80 0.80 0.80 0.80 0.80 0.80 0.800.80 0.80 0.80 0.80 0.80 0.80 0.80 0,80 0.80 _DL 0.85 0.85 0.85 0.85 0.850.85 0.85 0.85 0.85 0.85 0.85 0.850.85 0.85 0.85 0.850.85 0.85 _D,_1.00 1.001.00 1.00 _DL- 1.001.00 1.00 1.00 1.001.00 1.00 1.00 1.001.00 1.00 1.001.00 1.00 1.00 1.001.00 1.00 ASSET: CUSTOMER: 417722, Cornucopia (Wl) Wl AT&T MOBILITt' CODE: PROJECT: ANSI/TIA-222-G QAA792391_C3_01 w SECTION FORCES T7T ira 1.0D+1.0W Service 240° 60 mph Wind with No Ice Elev QzSection # (ft) (psf)Af Ar Ice Ar (sf) (sf) (sf)_-&_D, Tfe(In) Gust Response Factor (Gh): Wind Importance Factor (Iw): A. EPA, EPAai Wt(sf) (sf) (sf) (Ib) 0!85' 1.00 Ice Wt(Ib)iWcii(Ib);lf,/(Ib) I'?,') liFCTee'(ID) ^3.42 3.42 5.48 5.48 2.332 0.000 6.690 3.775 0.00 0.187 0.00 0.288 2.64 2.33 1.00 1.00 1.00 1.00 0.0 0.0 6.22 2.31 16,41 5.38 0.00 0.00 932446 7725 7539 15264 1.00+1.0W Service 300" 60 mph Wind with No Ice Elev QzSection # (ft) (psf)A,(sf)A,(sf)Ice A,(sf)-CL -DL Or Tb(in) Totals 22,721 0 Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw): 1 .00 A, EPA. EPAa Wt Ice Wt F.i(sf) (sf) (sQ (Ib) (Ib) (Ib)F,(Ib) 4,876 Force(Ib)181716151413121110987654321 322.5310 290270250230210190170150130110907050 30 13.42 3.42 10.82 10.70 10.49 10.2810.06 9.82 9.57 9.309.01 8.69 8.34 7.967.51 6.99 6.355.49 5.48 5.48 1 ,OD + 1 .OW Service 330° 60 mph Wind with No Ice Section # 18171615141312111098 7654321 Elev(ft) 322.5310290270250 23021019017015013011090705030 13.42 3.42 Qz(psf) 10.82 10.70 10.49 10.2810.06 9.82 9.57 9.30 9.01 8.69 8.34 7.967.51 6.99 6.35 5.495.48 5.48 2.221 0.000 0.000 0.0000.000 0.000 0.0000.000 0.000 0.000 0.0000.000 0.000 4.373 0.0000.000 2.332 0.000 A,(sf) 2.221 0.000 0.000 0.0000.000 0.000 0.000 0.0000.000 0.000 0.0000.000 0.000 4.373 0.000 0.0002.332 0.000 2.115 10.94410.944 10.944 10.944 11.755 11.75511.755 11.755 11.47011.470 11.470 11.470 10.128 10.37110.371 6.690 3.775 A,(sf) 2.115 10.944 10.94410.944 10.944 11.755 11.75511.755 11.755 11.470 11.470 11.47011.470 10.128 10.37110.371 6.690 3.775 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Ice A,(sf) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.237 0.149 0.1490.149 0.149 0.160 0.1600.160 0.160 0.156 0.1560.156 0.156 0.198 0.1420.142 0.187 0.288 e 0.237 0.149 0.1490.149 0.149 0.160 0.1600.160 0.160 0.156 0.1560.156 0.156 0.198 0.142 0.1420.187 0.288 2.48 2.77 2.77 2.772.77 2.74 2.74 2.742.74 2.75 2.75 2.752.75 2.60 2.80 2.80 2.64 2.33 -CL 2.482.77 2.77 2.772.77 2.74 2.74 2.742.74 2.75 2.75 2.752.75 2.60 2.80 2.802.64 2.33 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.800.80 0.80 0.80 0.80 0.80 0.80 -DL 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.850.85 0.85 0.85 0.85 0.85 0.85 1.00 1.00 1.00 1.001.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.001.00 1.00 1.00 D, 1.001.00 1.00 1.001.00 1.00 1.00 1.001.00 1.00 1.00 1.001.00 1.00 1.00 1.001.00 1.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Tiz(in) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.02 6.31 6.31 6.316.31 6.80 6.80 6.80 6.80 6.62 6.62 6.62 6.62 9.40 5.975.97 5.75 ASSET: CUSTOMER: 417722, Cornucopia (Wl) Wl AT&T MOBILIPi' CODE: PROJECT: ANSI/TIA-222-G OAA792391_C3_01 EQUIVALENT LATERAL FORCE METHOD (Based on ASCE7-W Chapters 11,12 & 15) Spectral Response Acceleration for Short Period (Sg): Spectral Response Acceleration at 1 .0 Second Period (Si): Long-Period Transition Period (TL - Seconds): Importance Factor (Ie): Site Coefficient F,: Site Coefncient F,: Response Modification Coefficient (R): Design Spectral Response Acceleration at Short Period (Sds): Design Spectral Response Acceleration at 1.0 Second Period (S<n): Seismic Response Coefflcient (Cs): Upper Limit Cs: Lower Limit Cs: Period based on Rayleigh Method (sec): Redundancy Factor (p): Seismic Force Distribution Exponent (k): Total Unfactored Dead Load: Seismic Base Shear (E): 0.04 0.02 4 1.00 1.60 2.40 2.50 0.04 0.03 0.03 0.03 0.03 1.76 1.30 1.63 37.93 k 1.48k (1.2+0.2Sds)*DL+E Section/Appurtenance SEISMIC FORCES Height Above Base (ft) 322.50 310.00290.00 270.00 250.00 230.00210.00 190,00 170.00 150.00130.00 110.00 90.00 70.0050.00 30.00 13.42 3.42325.00 325.00 325.00 317.10316.50 316.00 316.00 316.00316.00 316.00 313.00313.00 313.00 310.00 293.80284.00 278.00 278.00 278.00278.00 278.00 278.00 278.00 Weight(Ib) 424 1,216 1,2481,313 1,345 1,516 1,5161,516 1,516 1,455 1,4551,455 1,455 1,4511,231 1,2319324461101105623013220420443189262600 2,100 1,2165003518820172205 20518278600 Wz(Ib-ft) 5,144,503 13,817,557 12,721,57611,916,685 10,771,876 10,595,912 9,137,4397,763,705 6,477,932 5,072,664 4,018,5453,061,734 2,208,515 1,462,592717,738 312,486 63,840 3,2921,350,063 1,350,063 6,903,731 353,7411,551,670 2,391,871 2,391,871 501,8242,219,516 3,074,258 6,926,52124,242,824 14,034,286 5,682,314 364,484 1,847,684190,353 1,636,087 1,950,170 1,950,170178,077 2,644,008 5,710,601 Cvx Horizontal Force (Ib) Vertical Force (Ib) 181716151413121110 7654321 Generic 19' Omni Generic 18'Omni Generic Round Side ArmGeneric TTA Andrew DBXNH-6565B-VTM Ericsson Radio 4490HP B5 813 Ericsson Radio 4890HP 82 B66Raycap RVZDC-331S-PF-48 EricssonAIR6419B77D Commscope NHH-65B-R2B Generic Mount ReinforcementGeneric Round Sector Frame Unused Reserve (15497.46 sqin) Torque ArmsDecibel DB224-A Generic Round Side Arm Raycap DC6-48-60-18-8FEricsson Radio 4494 44814 20B29 M01 Ericsson Radio 4890HP 48B2/B25 48B66 M01 (68.3lbs) Ericsson Radio 4490HP 4485 44812A C (68.3lbs) Raycap DC9-48-60-24-8C-EV (18.5lbs)Ericsson AIR 6472 B77G B77M (92.61bs) Generic Mount Reinforcement 0.020 0.054 0.0490.046 0.042 0.041 0.0360.030 0.025 0.0200.016 0.012 0.009 0.0060.003 0.001 0.000 0.0000.005 0.005 0.027 0.0010.006 0.009 0.009 0.0020.009 0.012 0.0270.094 0.054 0.022 0.001 0.0070.001 0.006 0.008 0.0080.001 0.010 0.022 30797368626153453729231813 402 914143131840139813321119111111533 513 1,470 1,5091,587 1,626 1,832 1,8321,832 1,832 1,759 1,7591,759 1,759 1,7541,488 1,488 1,12753913313368036160247247522293177252,539 1,470 604422272420824824822336725 ©2007 - 2022 by ATCIPLLC. AH rights reserved.Page 15 of 53 ModellD: 81412 Scenario ID:324249 7/22/202419:08:55 ASSET: 417722,Cornucopia(WI)WI CUSTOMER: AT&T MOBILITY CODE: PROJECT: ANSI/TIA-222-G OM792391 C3 01 Commscope NNHH-65C-R4 Generic Flat Light Sector FrameCommscope NNH4-65C-R6-HG (144.4lb) Ceragon RFU-C Ceragon FibeAir IP-20CNokia AirScale Dual RRH 4T4R B12/71 240WAHLOARaycap RNSNDC-7771-PF-48 RFSSC3-W100AMPT Commscope F-6SC-R1 Generic Flat Light Sector Frame Torque Arms Torque Arms 278.00 278.00 278.00265.00 285.00 265.00265.00 265.00 265.00 265.00 239.50159.50 298 2,4004339142511540370 2,400500500 2,832,458 22,842,403 4,123,05479,235 125,895 2,213,290 131,178352,154 3,259,189 21,129,262 3,733,489 1,926,314 0.011 0.089 0.0160.000 0.000 0.009 0.000 0.0010.013 0.082 0.0140.008 16131240113121912121 11 360 2,90252411173041848448 2,902604604 Totals 37,934 257,460,704 1.000 1,479 45,861 !i V; ill! u, /^ ©2007 - 2022 by A TC IP LLC. All rights reserved.Page 16 of 53 ModellD: 81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET: CUSTOMER: 417722, Cornucopia (Wl) Wl AT&T MOBILIPi' CODE: PROJECT: ANSimA-222-G OAA792391 C3 01 FORCE/STRESS SUMMARY Section 1 - 0.0' to 6.83' Member Compression Pu(kip)Load Case Len(ft)Bracing %X Y Z KL/R F'yJ<SJL *cPn(kip) Shear <t>Rn« MS_ Bear *Rn(kip)#Bolt # Hole Use%Controls L SOL - 2" SOLID D SOL - 7/8" SOLID Member Tension -62.02 -2.15 Pu(kip) 9.95 0.05 1.2D 1.2D +1.001+1. +1.0Di+1, Load Case 1.2D180° 1.2D +1.0DJ+1. +1.6W330 ,OWi .OWi OWi 180° 180°1.425 1.734 A(ksi) 36.0 36.0 100 100 FU(ksi) 58 58 100 100 100 100 *cPn(kip) 19.48 19.48 34.19 50.00 66.62 36.00 Shear ORn.(kip) 0.00 0.00 129.79 15.42 Bear ORn(kip) 0.00 0.00 0.00 0.00 Blk Shear <t)tPn(kip) 0.00 0.00 0.00 0.00 # Bolt 0 0 0 0 # Hole 0 0 0 0 47.8 13.9 Use% 51.1 0.3 Member X Member X Controls Member Member H SOL - 7/8" SOLID D SOL - 7/8" SOLID Max Splice Forces Section 2 - 6.8' to 20.00' Member Compression Pu(kip) Pu(kip) Load Case Load Case <fRnt(kip) Len(ft) Use Num % Bolts Bracing %X Y Z KL/R Bolt Type Fy *cPn(ksi) (kip) Shear ORnv(kip) Bear ORn(kip)s Bolt # Use Hole % Controls L SOL - 2" SOLID H SOL - 7/8" SOLID D SOL - 7/8" SOLID Member Tension -60.79 1.2D + 1.0DI + 1 .OWi 180° -0.26 1.2D+1.6W240' -1.15 1.2D+1.6W330' Pu(kip)Load Case 3.168 3.498 4.719 Fy(ksi) 36.0 36.0 50 100 50 FU(ksi) 58 58 50 50 100 100 50 50 <t>cPn(kip) 19.48 19.48 38.01 60.00 124.77 36.00 90.63 36.00 Shear <ORn,(kip) 0.00 0.00 127.20 8.58 12.64 Bear <tlRn(kip) 0.00 0.00 0.00 0.00 0.00 Blk Shear (t'tPn(kip) 0.00 0.00 0.00 0.00 0.00 # Bolt 0 0 0 0 0 # Hole 0 0 0 0 0 47.8 3.1 9.1 Use% 2.4 5.2 Member X Member X Member X Controls Member Member H SOL - 7/8" SOLID D SOL - 7/8" SOLID 0.47 1.01 1.2D+1.6W60° 1.2D+1.6W330° Max Splice Forces Section 3 - 20.0' to 40.00' Member Compression Pu(kip) Pu(kip) Load Case Load Case ct>Rnl(kip) Len(ft) Use Num% Bolts I Bracing %X Y Z KL/R Bolt Type F'y <t>c Pn(ksi) (kip) Shear «lRn»JsiEL Bear ORn(kiP)#Bolt #Hole Use%Controls L SOL-2" SOLID H SOL - 7/8" SOLID D SOL - 7/8" SOLID Member Tension -61.75 1.2D+1.001+1.0Wi 60° -0.19 1.2D+1.6W60" -0.83 1.2D+1.6W60' 3.208 100 100 100 ''7'-00 50.00 91.64 3.498 100 100 100 124.77 36.00 8.58 4.747 100 100 100 182.32 36.00 4.09 Pu(kip)Load Case A(ksi)FU(ksi)0,-Pn(kip) Shear *Rn«(kip) Bear CORn(kip) 0.00 0.00 0.00 Blk Shear (ftPn(kip) 0.00 0.00 0.00 #Bolt # Hole 67.4 Member X 2.2 Member X 20.3 Member X Use Controls H SOL - 7/8" SOLID D SOL - 7/8" SOLID Max Splice Forces 0.30 0.42 Pu(kip) 1.2D+1.0Di+1.0Wi120° 1.2D+1.6W60' Load Case 36.0 36.0 cfRnt(kip) 58 19.48 0.00 0.00 58 19.48 0.00 0.00 0.00 0.00 1.5 2.2 Member Member Use%Num Bolts Bolt Type ©2007 - 2022 by A TC IP LLC. All rights reserved.Page 17 of 53 Model ID:81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET: CUSTOMER: 417722, Cornucopia (Wl) Wl AT&T MOBILITY CODE: PROJECT: ANSI/TIA-222-G ||)A4;?;9dfel|jp4of l^ FORCE/STRESS SUMMARY Ill AUG y (HUM lu/ Section 4 - 40.0' to 60.00' Member Compression Pu(kip)Load Case Len(ft)Bracing %X Y Z F\.KL/R (ksi)<fcPn(kip) Shear ORn,(kip) ;;,Vi[i Bear 0Rn (kip) ;lt! > , #Bolt I, /(, # Hole (till! Use% t iiil !•' Controls L SOL-2" SOLID H SOL - 7/8" SOLID D SOL - 7/8" SOLID Member Tension -61.42 -0.24 -1.09 Pu(kip) 0.43 0.79 1.2D+1.0Di+1.0Wi60° 1.2D+1.6W180° 1.2D+1.6WN Load Case 1.2D+1.6WN 1.2D+1.6W210" 3.208 3.498 4.747 F»(ksi) 36.0 36.0 100 100 100 Fu(ksl) 58 58 100 100 100 100 100 100 *cPn(kip) 19.48 19.48 77.00 50.00 124.77 36.00 182.32 36.00 Shear *Rn.(kip) 0.00 0.00 91.64 8.58 4.09 Bear tlRn(kip) 0.00 0.00 0.00 0.00 0.00 Blk Shear 0|Pn(kip) 0.00 0.00 0.00 0.00 0.00 #Bolt 0 0 0 0 0 #Hole 0 0 0 0 0 67 2.8 26.7 Use% 2.2 4.1 Member X Member X Member X Controls Member Member H SOL - 7/8" SOLID D SOL - 7/8" SOLID Max Splice Forces Section 5 - 60.0' to 80.00' Member Compression PuJ<!EL Pu JM. Load Case Load Case (tlRnt(kiP) Len _fftL Use Num % Bolts I Bracing %X Y Z KL/R Bolt Type F'y (fc Pn(ksi) (kip) Shear ORn, _?L Bear *Rn _?L # Bolt it Hole Use % Controls L SOL - 2" SOLID H SOL - 7/8" SOLID D SOL - 7/8" SOLID Member Tension -58.73 1.2D + 1 .ODi + 1 .OWi 60° -0.41 1.2D+1.6WN -1.93 1.2D+1.6W210' Pu(kip)Load Case 3.208 3.498 4.747 Fy(ksi) 36.0 36.0 50 100 50 FU(ksi) 58 58 50 50 100 100 50 50 <fcPn(kip) 19.48 19.48 38.50 50.00 124.77 36.00 91.16 36.00 Shear (fRro(kip) 0.00 0.00 126.85 8.58 12.58 Bear *Rn(kip) 0.00 0.00 0.00 0.00 0.00 Blk Shear OtPn(kip) 0.00 0.00 0.00 0.00 0.00 # Bolt 0 0 0 0 0 # Hole 0 0 0 0 0 46.3 4.8 15.4 Use% 2.7 7.7 Member X Member X Member X Controls Member Member H SOL - 7/8" SOLID D SOL - 7/8" SOLID LSOL-21/4"SOLID H SOL - 7/8" SOLID D SOL-1" SOLID Member Tension 0.53 1.50 1.20+1.6W 180° 1.2D+1.6W90' Max Splice Forces Section 6-80.0'to 100.00' Member Compression Pu(kip) Pu_?L Load Case Load Case ORnt(kip) LenJtL Use Num% Bolts Bracing %X Y Z KL/R Bolt Type F'y Oc Pn(ksl) (kip) Shear OR|»J<iEL Bear *Rn_?L #Bolt #Hole Use%Controls -52.15 -0.11 -1.43 Pu(kip) 0.53 0.87 1.2D+1.0Di+1.0Wi330° 1.2D+1.6W120' 1.2D+1.6WN Load Case 1.2D+1.6W120' 1.2D+1.6W120" 3.208 3.498 4.747 Fy(ksi) 36.0 36.0 100 100 100 Fu(ksi) 58 58 100 100 100 100 100 100 *cPn(ktp) 19.48 25.45 68.44 50.00 124.77 36.00 169.49 36.00 Shear CDRnv(kip) 0.00 0.00 127,03 8.58 6.98 Bear ORn(Mp) 0.00 0.00 0.00 0.00 0,00 Blk Shear *tPn(kip) 0.00 0.00 0.00 0.00 0.00 # Bolt 0 0 0 0 0 # Hole 0 0 0 0 0 41.1 1.3 20.4 Use% 2.7 3.4 Member X Member X Member X Controls Member Member H SOL-7/8" SOLID D SOL-1" SOLID Max Splice Forces_ Section 7 - 100.0' to 120.00' Member Compression Pu JM- Pu J<!£L Load Case Load Case WntJM- Len -M- Use% BracingX Y Num Bolts %Z KL/R Bolt Type Fy *, Pn(ksi) (kip) Shear *Rn»J<!fiL Bear <fRnJ<!eL # Bolt # Hole Use%Controls L SOL - 2 1/4" SOLID H SOL - 7/8" SOLID D SOL-1" SOLID Member Tension -62.61 1.2D+1.6W120' -0.44 1.20+1.6W 120° -2.20 1.2D+1.6WN 3.208 100 100 100 3.498 100 100 100 4.747 100 100 100 PuJ<!eL Load Case .Fy.(ksi)Fu(ksl)OcPn(kip) 68.44 60.00 127.03 124.77 36.00 8.58 159.49 36.00 6.98 Shear Bear ORn. OlRn(kip) (kip) 0.00 0.00 0.00 Blk Shear <tllPnJ<iEL 0,00 0.00 0.00 # Bolt 49.3 Member X 5.2 Member X 31.6 Member X # Hole Use Controls H SOL - 7/8" SOLID D SOL-1" SOLID Max Splice Forces 0.84 1.64 1.2D+1.6W120° 1.2D+1.6W120' Pu (kip) Load Case 36.0 36.0 ORnt J<l£L 58 58 Use% 19.48 25.45 Num Bolts 0.00 0.00 0.00 0.00 0.00 0.00 4.3 6.4 Member Member Bolt Type ©2007 - 2022 by A TC IP LLC. All rights reserved.Page 18 of 53 Model ID: 81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET: 417722, Cornucopia (Wl) Wl CUSTOMER: AT&T MOBILITY CODE: PROJECT: ANSimA-222-G OAA792391_C3_01 FORCE/STRESS SUMMARY Ssction 8 - 120.0' to 140.00' Member Compression Pu(kip)Load Case Len(ft)Bracing %X Y Z KL/R F'y (ks'i) (t)cPn (kip) Shear ORnv(kip) Bear (t>R»(kip)# Bolt # Hole Use%Controls L SOL - 2 1/4" SOLID H SOL - 7/8" SOLID D SOL-1" SOLID Member Tension -79.11 -0.75 -2.91 Pu(kip) 1.13 2.33 1.2D 1.2D 1.2D +1.6W120' +1.6W120' +1.6WN Load Case 1.2D 1.2D +1.6W1200 +1.6W120° 3.208 3.498 4.747 Fy(ksi) 36.0 36.0 100 100 100 Fu(ksi) 58 58 100 100 100 100 100 100 OcPn(kip) 19.48 25.45 68.44 50.00 124.77 36.00 159.49 36.00 Shear ORnv(kip) 0.00 0.00 127.03 8.58 6.98 Bear ORn(kip) 0.00 0.00 0.00 0.00 0.00 Blk Shear (t>tPn(kip) 0.00 0.00 0.00 0.00 0.00 #Bolt 0 0 0 0 0 # Hole 0 0 0 0 0 62.3 8.8 41.7 Use% 5.8 9.2 Member X Member X Member X Controls Member Member H SOL - 7/8" SOLID D SOL-1" SOLID Max Splice Forces Section 9 - 140.0' to 160.00' Member Compression Pu(kip) Pu(kip) Load Case Load Case <&Rnt(kip) Len(ft) Use Num% Bolts Bracing %X Y Z Bolt Type F'y *, PnKL/R (ksi) (kip) Shear *Rn«(kip) Bear ORn(kip)# Bolt # Hole Use%Controls L SOL-2 1/4" SOLID H SOL - 7/8" SOLID D SOL-1" SOLID Member Tension -98.09 1.2D+1.6W120" -2.69 1.2D+1.6WN -5.69 1.2D+1.6WN 3.208 100 100 100 68.44 50.00 127.03 0.00 3.498 100 100 100 124.77 36.00 8.58 0.00 4.747 100 100 100 1S9.49 36.00 6.98 0.00 0.00 o 0 77.2 Member X 0.00 o 0 31.4 Member X 0.00 o 0 81.6 Member X Pu(kip)Load Case Fy(ksi) 50.0 36.0 36.0 Wnt(kip) Fu(ksi) 65 58 58 Use% <t>cPn(kip) 178.92 19.48 25.45 NumBolts Shear (tlRn,(kip) 0.00 0.00 0.00 Bear <DRn(kip) 0.00 0.00 0.00 Bolt Type Blk Shear <t>tPn(kip) 0.00 0.00 # Bolt 0 0 0 # Hole 0 0 0 Use% 6 18.6 10 Controls Member Member Member L SOL - 2 1/4" SOLID H SOL - 7/8" SOLID D SOL-1" SOLID Max Splice Forces 10.64 3.63 2.56 Pu(kip) 1.2D+1.6W60" 1.2D+1.6W90° 1.2D+1.6WN Load Case Section 10-160.0'to 180.00- Member Compression Pu _3<iEL Load Case Len(ft)Bracing %X Y 2 Fy OcPnKL/R (ksi) (kip) Shear <t>Rn» JM- Bear <ORn(kip)# # Use Bolt Hole % Controls L SOL - 2 1/4" SOLID H SOL - 7/8" SOLID D SOL -1 1/8" SOLID Member Tension -99.94 1.2D+1.6W120° -0.91 1.2D+1.6W60° -2.33 1.2D+1.6W1200 Pu(kip) Load Case 3.208 100 100 100 68.44 50.00 127.03 3.498 100 100 100 124.77 36.00 8.58 4.747 100 100 100 141.75 36.00 11.18 A(ksi)FU(ksl)OcPn(kip) Shear <DRn»(kip) Bear *Rn(kip) 0.00 0.00 0.00 Blk Shear <t>tPn(kip) 0.00 0.00 0.00 #Bolt 78.7 Member X 10.6 Member X 20.9 Member X Hole Use% Controls L SOL-21/4" SOLID H SOL - 7/8" SOLID D SOL - 1 1/8" SOLID Max Splice Forces 10.71 1.2D+1.6W600 1.32 1.20+1.6W 120° 2.02 1.2D+1.6W330° Pu (kip) Load Case 50.0 36.0 36.0 (ORnt(kip) 65 178.92 0.00 0.00 58 19.48 0.00 0.00 0.00 58 32.21 0.00 0.00 0.00 006 Member 0 0 6.8 Member 0 0 6.3 Member Use%Num Bolts Bolt Type Bot Tension 10.64 1.2D+1.6W600 90.30 11.8 0.75" A325 ©2007 - 2022 by ATC IP LLC. All rights reserved.Page 19 of 53 ModellD: 81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET: 417722, Cornucopia (Wl) Wl CUSTOMER: AT&T MOBILIT/ CODE: ANSI/TIA-222-G PROJECT: OAA79239,t_(j;3_0;1 V ir11 li', llir|i'-li CT I' FORCE/STRESS SUMMARY AI in Q n '(>n''IA Section 11 -180.0'to 200.00' Member Compression Pu(kip)Load Case Len -M- Bracing %X Y Z KL/R F'y(ksi)<t>cPn(kip) Shear *Rn«(kip) Bear ORn(kip)# Bolt # Hole Use%Controls L SOL-2 1/4" SOLID H SOL - 7/8" SOLID D SOL-1 1/8" SOLID Member Tension -85.60 -0.36 -1.85 Pu(kip) 0.71 1.14 1.2D+1.6W1200 1.2D+1.6W120° 1.2D+1.6W120° Load Case 1.2D+1.6W120° 1.20+1.6W 330° 3.208 3.498 4.747 Fy(ksi) 36.0 36.0 100 100 100 FuJML 58 58 100 100 100 100 100 100 *cPnJ<i£L 19.48 32.21 6B.44 50.00 124.77 36.00 141.76 36.00 Shear <fRn.JM- 0.00 0.00 127.03 8.S8 11.18 Bear *Rnw_ 0.00 0.00 0.00 0.00 0,00 Blk Shear *tPnJ<iEL 0.00 0.00 0.00 0.00 0.00 # Bolt 0 0 0 0 0 # Hole 0 0 0 0 0 67.4 4.2 16.5 Use% 3.7 3.5 Member X Member X Member X Controls Member Member H SOL - 7/8" SOLID D SOL-1 1/8" SOLID Max Splice Forces Section 12 - 200.0' to 220.00' Member Compression Pu(kip) Pu(kip) Load Case Load Case <t'Rnt(kip) Len(ft) Use Num% Bolts Bracing %X Y Z KL/R Bolt Type Fy *c Pn(ksi) (Mp) Shear ORnv(kip) Bear (HR,,(kip)#Bolt #Hole Use % Controls L SOL-2 1/4" SOLID H SOL - 7/8" SOLID D SOL -1 1/8" SOLID Member Tension -76.50 -0.18 -1.06 Pu(kip) 0.40 0.53 1.2D+1.6W1200 1.2D+1.6W180' 1.2D+1.6W120' Load Case 1.2D+1.6W120" 1.2D+1.6W180' 3.208 3.498 4.747 Fy(ksi) 36.0 36.0 100 100100 Fu(ksi) 58 58 100 100 100 100100 100 OcPn(kip) 19.48 32.21 88.44 50.00 124.77 36.00 141,75 38.00 Shear ct'Rn»J<iEL 0.00 0.00 127.03 8.58 11.18 Bear *RnIkJEL 0.00 0.00 0.00 0.00 0.00 Blk Shear <t>tPn _?L 0.00 0.00 0.00 0.00 0.00 #Bolt 0 0 0 0 0 # Hole 0 0 0 00 60.2 2.1 9.5 Use% 2 1.6 Member X Member X Member X Controls Member Member H SOL - 7/8" SOLID D SOL-1 1/8" SOLID Max Splice Forces Section 13 - 220.0' to 240.00' Member Compression Pu(kip) Pu(kip) Load Case Load Case ORnt _(kiEL LenJSL Use Num% Bolts Bracing %X Y Z KL/R Bolt Type F'y ^ Pn(ksi) (kip) Shear *Rn,J<!EL Bear *Rn(kiP)# Bolt # Hole Use % Controls L SOL - 2 1/4" SOLID H SOL - 7/8" SOLID D SOL -1 1/8" SOLID Member Tension -75.56 1.2D+1.6W240° -4.58 1.2D+1.6W1200 -3.88 1.2D+1.6W240' 3.208 100 100 100 68.44 50.00 127.03 0.00 0.00 3.498 100 100 100 124.77 36.00 8.58 0.00 0.00 4.747 100 100 100 141.75 36.00 11.18 0.00 0,00 0 0 59.5 Member X 0 0 53.3 Member X 0 0 34.8 Member X Pu(kip) 22.80 5.49 1.52 Pu (kip) Load Case 1.2D+1.6W180* 1.2D+1.6W180' 1.2D+1.6W300" Load Case A.(ksl) 50.0 36.0 36.0 <fRnt(kip) Fu(ksi) 65 58 58 Use% OcPn(kip) 178.92 19.48 32.21 Num Bolts Shear *RnvJM- 0.00 0.00 0.00 Bear $RnJ<!EL 0.00 0.00 0.00 Bolt Type Blk Shear <tltPnJ«EL 0.00 0.00 # Bolt 0 0 0 # Hole 0 0 0 Use% 12.7 28.2 4.7 Controls Member Member Member L SOL - 2 1/4" SOLID H SOL - 7/8" SOLID D SOL-1 1/8" SOLID Max Splice Forces ©2007 - 2022 by A TC IP LLC. All rights reserved.Page 20 of 53 ModellD: 81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET: 417722, Cornucopia (Wl) Wl CUSTOMER: AT&T MOBILITY CODE: PROJECT: ANSI/TIA-222-G OAA792391_C3_01 FORCE/STRESS SUMMARY Section 14 - 240.0' to 260.00' Member Compression Pu(kip)Load Case Len(ft)Bracing %X Y Z KL/R F'y(ksi) ct'cPn (kip) Shear CPRn,(kip) Bear *Rn(kip)# Bolt # Hole Use%Controls L SOL-2" SOLID H SOL - 7/8" SOLID D SOL - 1 1/8" SOLID Member Tension -70.56 1.2D+1.6W240° -3.16 1.2D+1.6W3000 -7.83 1.2D+1.6W330' Pu _(ki£}_Load Case 3.208 100 100 100 77.00 50.00 91.64 0.00 0.00 0 0 77 MemberX 3.498 100 100 100 124.77 38.00 8.58 0.00 0.00 0 0 36.9 MemberX 4.747 100 100 100 141.75 36.00 11.18 0.00 0.00 0 0 70 MemberX Shear Bear Blk Shear Fy Fu <PcPn ORnv ct'Rn <t>tPn # # Use(ksi) (ksi) (kip) (kip) (kip) (kip) Bolt Hole % Controls L SOL-2" SOLID H SOL - 7/8" SOLID D SOL-1 1/8" SOLID Max Splice Forces 22.88 3.72 8.05 Pu -flM- 1.2D+1.6W180° 1.2D+1.6W1200 1.2D+1.6W330° Load Case 50.0 36.0 36.0 ORnt(kip) 65 58 58 Use% 141.37 0.00 0.00 19.48 0.00 0.00 0.00 32.21 0.00 0.00 0.00 0 0 16.2 Member 0 0 19.1 Member 0 0 25 Member NumBolts Bolt Type Bot Tension Section 15 - 260.0' to 280.00' 22.80 1.2D+1.6W180"90.30 25.3 0.75" A325 Member Compression Pu _?L Load Case Len Bracing % F'y <t>v Pn(ft) X Y Z KL/R (ks'i) (kip) Shear tPRn.J<i£L Bear <&Rn _?_ # ft Use Bolt Hole % Controls L SOL-2" SOLID H SOL - 7/8" SOLID D SOL -1 1/8" SOLID Member Tension -41.13 -2.41 -6.65 Pu?L 3.29 2.76 7.10 1.2D+1.6W300° 1.2D+1.6W3000 1.20+1.6W 120° Load Case 1.2D+1.6WN 1.2D+1.6W120' 1.20+1.6W 330° 3.208 3.498 4.747 FyJksiL 50.0 36.0 36.0 100 100 100 Fu(ksi) 65 58 58 100 100 100 100 100 100 OcPn(kiP) 141.37 19.48 32.21 77.00 50.00 124.77 36.00 141.75 36.00 Shear ORnv(kiP) 0.00 0.00 0.00 91.64 8.58 11.18 Bear <ORn(kip) 0.00 0.00 0.00 0.00 0.00 0.00 Blk Shear *tPn(Kip) 0.00 0.00 0.00 0.00 0.00 «Bolt 0 0 0 0 0 0 #Hole 0 0 0 0 0 0 44.9 28.1 59.5 Use% 2.3 14.2 22 Member X Member X Member X Controls Member Member Member L SOL - 2" SOLID H SOL - 7/8" SOLID D SOL-1 1/8" SOLID Max Splice Forces Section 16-280.0'to 300.00' Member Compression PuJ!<i£L Pu(kip) Load Case Load Case (t>RntJ"EL Len(ft) Use Num % Bolts Bracing %X Y Z KL/R Bolt Type Fy CPo Pn(ksi) (kip) Shear *Rn.(kip) Bear ORn(kip)# Bolt # Hole Use % Controls L SOL-2" SOLID H SOL - 7/8" SOLID D SOL-1 1/8" SOLID Member Tension -37.66 1.20+1.6W 300° -1.13 1.2D+1.6W180° -2.86 1.2D+1.6W60° 3.208 100 100 100 77.00 50.00 91.64 3.498 100 100 100 124.77 36.00 8.58 4.747 100 100 100 141.75 36.00 11.18 Pu(kip)Load Case .Fy,(ksi)FU(ksi)OcPn(kip) Shear CfRn,(kip) Bear CfRn(kip) 0.00 0.00 0.00 Blk Shear ctltPn(kip) 0.00 0.00 0.00 # Bolt 0 0 0 # Hole 41.1 Member X 13.2 Member X 25.6 Member X Use Controls L SOL - 2" SOLID H SOL - 7/8" SOLID D SOL-1 1/8" SOLI D Max Splice Forces 2.78 0.99 2.76 Pu JM- 1.2D+1.6WN 1.2D+1.6WN 1.2D+1.6W210° Load Case 50.0 36.0 36.0 <t>Rnt JOEL 65 141.37 0.00 0.00 58 19.48 0.00 0.00 0.00 58 32.21 0.00 0.00 0.00 0 0 0 0 0 0 2 Member 5.1 Member 8.6 Member Use NumBolts Bolt Type_ Bot Tension 2.71 1.2D+1.6WN 90.30 0.75" A325 ©2007 - 2022 by A TC IP LLC. All rights reserved.Page 21 of 53 ModellD: 81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET: CUSTOMER: 417722,Cornucopia(WI)WI AT&T MOBILIPi' CODE: PROJECT: ANSI/TIA-222-G O^J79^39l(IJp3it.pl| |f j;. FORCE/STRESS SUMMARY ftUt?7WA 'Illtiji Section 17-300.0'to 320.00' Member Compression Pu(kip)Load Case Len JS_ Bracing %X Y Z KL/R F'y(ksi)*cPnJ<!£L Shear ORnv _?L Bear 0RnJ<iEL #Bolt # Hole Use%Controls L SOL-2" SOLID H SOL - 7/8" SOLID D SOL -1 1/8" SOLID Member Tension -21.09 -7.41 -6.85 Pu(kip) 11.03 6.77 5.97 1.2D+1.6W210° 1.2D+1.6W2100 1.2D+1.6W330" Load Case 1.2D+1.6W60° 1.2D+1.6W300' 1.2D+1.6W120° 3.208 3.498 4.747 Fy(ksi) 50.0 36.0 36.0 100 100 100 Fu(ksl) 65 58 58 100 100 100 100 100 100 t&cPn(kip) 141.37 19.48 32.21 77.00 60.00 124.77 36.00 141.75 36.00 Shear ORnv(kip) 0.00 0.00 0.00 91,64 S.58 11.18 Bear <t>Rn(kip) 0.00 0.00 0.00 0.00 0.00 0.00 Blk Shear <t>tPn(kip) 0.00 0.00 0.00 0.00 0.00 # Bolt 0 0 0 0 0 0 # Hole 0 0 0 0 0 0 23 86.4 61.3 Use% 7.8 34.8 18.5 Member X Member X Member X Controls Member Member Member L SOL - 2" SOLID H SOL - 7/8" SOLID D SOL - 1 1/8" SOLID Max Splice Forces Section 18 - 320.0' to 325.00' Member Compression Pu(kip) Pu(kip) Load Case Load Case (PRnt(kip) Len_ffiL Use Num% Bolts Bracing %X Y Z Bolt Type Fy <S>. PnKL/R (ksi) (kip) Shear $Rn,_?L Bear *RnJ<lBL #Bolt #Hole Use%Controls L SOL-2" SOLID H SAE - 4X4X0.375 D SOL-1 1/8" SOLID Member Tension -1.79 -0.79 -1.68 Pu(kip) 1.2D+1.6W330° 1.2D+1.6WN 1.2D+1.6W1200 Load Case 3.5 100 100 100 3.498 100 100 100 4.949 100 100 100 .F'.,(ksi)FU(ksl)*cPn(kip) &4.00 50.00 88.95 36.00 147.77 36.00 Shear ORnv(kip) 84.39 62.24 10.28 Bear tfRn(kip) 0.00 0.00 0.00 Blk Shear ct?|Pn(ktp) 0.00 0.00 0.00 #Bolt 0 0 0 # Hole 2.1 Member X 1.3 Member Z 16.4 Member X Use % Controls L SOL - 2" SOLID H SAE - 4X4X0.375 D SOL - 1 1/8" SOLID Max Splice Forces 1.58 0.77 1.91 Pu(kip) 1.2D+1.6W60° 1.2D+1.6W180" 1.2D+1.6W330" Load Case 50.0 36.0 36.0 ORnt(kip) 65 141.37 0.00 0.00 58 92.66 0.00 0.00 0.00 58 32.21 0.00 0.00 0.00 0 0 0 0 0 0 1.1 Member 0.8 Member 5.9 Member Use%NumBolts Bolt Type Bot Tension 1.52 1.2D+1.6W60*90.30 1.7 0.75" A325 ©2007 - 2022 by A TC IP LLC. All rights reserved.Page 22 of S3 ModellD: 81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET: 417722, Cornucopia (Wl) Wl CUSTOMER: AT&T MOBILITY CODE: PROJECT: ANSimA-222-G OAA792391_C3_01 DETAILED CABLE FORCES Load Case Elevation(ft)Cable Anchor Node Tower Node Available Tension(kip)Applied Tension(kip)Use (%) 1.2D+1.6W Normal 79.63 159.63 239.63 310.00 1.2D+1.6W60°79.63 159.63 239.63 310.00 1.2D+1.6W90°79.63 159.63 239.63 310.00 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS A1 A1b A1a A1 A1b A1a A1b A1a A1 A1 A1b A1a A1b A1a A1 A1 A1b A1a A1b A1a A1 A1 A1b A1a A1 A1b A1b A1a A1 A1a A1b A1 A1b A1a A1a A1 A1 A1b A1a A1b A1 A1a A1 A1b A1a A1 A1b A1a A1b A1a A1 A1b A1 A1a A1b A1 A1a A1b A1 34 34a 34b T2 T2 T2a T2a T2b T2b T3 T3 T3a T3a T3b T3b T4 T4 T4a T4a T4b T4b 34 34a 34b T2 T2 T2a T2a T2b T2b T3 T3 T3a T3a T3b T3b T4 T4 T4a T4a T4b T4b 34 34a 34b T2 T2 T2a T2a T2b T2b T3 T3 T3a T3a T3b T3b T4 T4 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16,14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 1.53 3.52 3.59 0.17 4.45 4.85 4.69 4.62 0.17 0.59 8.63 9.4 9.41 8.61 0.59 0.89 12.14 12.67 12.69 12.05 0.89 2.09 2.08 5.34 2.25 2.23 2.22 6.37 2.23 6.4 2.2 2.21 2.23 10.71 10.71 2.24 2.5 2.49 13.83 2.48 2.49 13.83 2.64 1.61 4.7 3.53 0.99 5.79 0.94 6.07 3.63 0.93 5.6 10.45 0.9 6.16 11.06 1.16 7.6 10 22 22 1 28 30 29 29 1 4 53 58 58 53 4 6 75 79 79 75 6 13 13 33 14 14 14 39 14 40 14 14 14 66 66 14 15 15 86 15 15 86 16 10 29 22 6 36 6 38 22 6 35 65 6 38 69 7 47 ©2007 - 2022 by ATC IP LLC. All n'ghts reserved.Page 23 of 53 ModellD: 81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET: 417722,Cornucopia(WI)WI CUSTOMER: AT&T MOBILIPi' CODE: PROJECT: ANSimA-222-G, „„,II' ir' |i^ il ';"?j||)A^2^9liiC3J.O^ill! TiT DETAILED CABLE FORCES AIJiji Z U lU^'f Load Case Elevation(ft)Cable Anchor Node A1b A1a A1a A1 A1 A1b A1a A1 A1b A1b A1a A1a A1 A1 A1b A1a A1b A1a A1 A1 A1b A1a A1b A1a A1 A1 A1b A1a A1 A1b A1b A1a A1 A1a A1b A1 A1b A1a A1 A1a A1 A1b A1b A1a A1a A1 A1 A1b A1a A1 A1b A1b A1a A1a A1 A1 A1b A1b A1a Tower Node T4a T4a T4b T4b 34 34a 34b T2 T2 T2a T2a T2b T2b T3 T3 T3a T3a T3b T3b T4 T4 T4a T4a T4b T4b 34 34a 34 b T2 T2 T2a T2a T2b T2b T3 T3 T3a T3a T3b T3b T4 T4 T4a T4a T4b T4b 34 34a 34b T2 T2 T2a T2a T2b T2b T3 T3 T3a T3a Available Tension(kip) 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 Applied Tension iiiiWiinJdKip),. /diiii]IWW 1.2D+1.6W1200 79.63 159.63 239.63 310.00 1.2D+1.6W1800 79.63 159.63 239.63 310.00 1.2D+1.6W2100 79.63 159.63 239.63 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1.14 14.06 14.54 8 3.53 1.54 3.58 4.48 0.14 0.14 4.58 4.85 4.7 8.66 0.57 8.6 0.57 9.39 9.46 12.2 0.87 12.03 0.87 12.66 12.76 5.39 2.19 2.29 6.38 2.39 2.4 2.45 6.36 2.44 2.39 10.97 2.34 2.38 10.95 2.41 14.16 2.63 2.63 2.62 2.62 14.12 4.74 2.74 1.75 6.05 3.74 3.62 1.19 1.14 5.78 11.28 6.27 5.69 1.07 7 87 90 50 22 10 22 28 1 1 28 30 29 54 4 53 4 58 59 76 5 75 5 78 79 33 14 14 40 15 15 15 39 15 15 68 15 15 68 15 88 16 16 16 16 87 29 17 11 37 23 22 7 7 36 70 39 35 7 ©2007 - 2022 by ATCIPLLC. All rights reserved.Page 24 of 53 ModellD: 81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET: 417722, Cornucopia (Wl) Wl CUSTOMER: AT&T MOBILITY CODE: PROJECT: ANSI/TIA-222-G OAA792391 C3 01 DETAILED CABLE FORCES Load Case Elevation _fftL Cable Anchor Node Tower Node Available TensionJ<ieL Applied TensionJ<i£L Use (%) 310.00 1.2D+1.6W240"79.63 159.63 239.63 310.00 1.2D+1.6W300"79.63 159.63 239.63 310.00 1.2D+1.6W330°79.63 159.63 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS A1a A1 A1 A1b A1a A1b A1 A1a A1 A1b A1a A1 A1b A1b A1a A1 A1a A1 A1b A1a A1b A1a A1 A1b A1 A1a A1b A1 A1a A1 A1b A1a A1b A1 A1a A1b A1 A1a A1b A1 A1a A1b A1a A1 A1b A1 A1a A1b A1a A1 A1 A1b A1a A1b A1 A1b A1a A1 A1a T3b T3b T4 T4 T4a T4a T4b T4b 34 34a 34b T2 T2 T2a T2a T2b T2b T3 T3 T3a T3a T3b T3b T4 T4 T4a T4a T4b T4b 34 34a 34b T2 T2 T2a T2a T2b T2b T3 T3 T3a T3a T3b T3b T4 T4 T4a T4a T4b T4b 34 34a 34b T2 T2 T2a T2a T2b T2b 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16,14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 1.04 10.67 14.79 8.06 1.29 7.64 14.33 1.27 3.57 3.56 1.6 4.77 4.73 4.49 0.25 4.52 0.25 9.54 9.49 0.65 8.66 0.65 8.75 12.76 12.81 0.96 12.14 12.24 0.96 2.2 5.38 2.29 6.34 2.42 2.45 6.33 2.43 2.46 10.93 2.43 2.43 10.87 2.39 2.38 14.11 2.66 2.65 14.03 2.64 2.67 1.74 4.73 2.81 5.69 1.03 5.94 3.8 1.09 3.69 92 50 8 47 22 22 10 30 29 28 2 28 2 59 59 4 54 4 54 79 79 6 75 76 6 14 33 14 39 15 15 39 15 15 68 15 15 67 15 15 87 16 16 87 16 17 11 29 17 35 6 37 24 7 23 ©2007 - 2022 by ATC IP LLC. All rights reserved.Page 25 of 53 ModellD: 81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET: 417722,Cornucopia(WI)WI CUSTOMER: AT&T MOBILITY CODE: PROJECT: ANSI/TIA-222-G OAA792391_C3 01 DETAILED CABLE FORCES lly Load Case Elevation _(«L Cable Anchor Node Tower Node Available Tension _?L lied Tension .AKRip) / ~Wl! ?e Cki)' 239.63 310.00 1.2D+1.0DI+1.0WI Normal 79.63 159.63 239.63 310.00 1.2D+1.0Di+1.0Wl60'1 79.63 159.63 239.63 310.00 1.2D+1.0Di+1.0Wi90°79.63 159.63 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS A1b A1 A1a A1b A1 A1a A1b A1 A1b A1a A1 A1a A1 A1b A1a A1 A1b A1a A1b A1a A1 A1 A1b A1a A1b A1a A1 A1 A1b A1a A1b A1a A1 A1 A1b A1a A1 A1b A1a A1b A1a A1 A1 A1b A1a A1b A1a A1 A1 A1b A1a A1b A1a A1 A1 A1b A1a A1 A1b T3 T3 T3a T3a T3b T3b T4 T4 T4a T4a T4b T4b 34 34a 34 b T2 T2 T2a T2a T2b T2b T3 T3 T3a T3a T3b T3b T4 T4 T4a T4a T4b T4b 34 34a 34b T2 T2 T2a T2a T2b T2b T3 T3 T3a T3a T3b T3b T4 T4 T4a T4a T4b T4b 34 34a 34b T2 T2 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 : 324249 10.53 10.94miMy^,/'" 11.1 0.97 5.63 14.19 1.18 14.6 7.96 1.21 7.52 3.79 5.56 5.77 3.71 5.84 6 5.83 6.03 3.69 3.04 6.49 6.54 6.48 6.53 3.03 2.41 7.1 7.03 7.03 7.07 2.41 4.31 4.29 6.13 4.34 4.3 6.59 4.28 6.6 4.3 4.23 4.21 7.91 4.19 7.91 4.22 4.45 4.43 9 4.36 8.99 4.39 4.93 3.9 6.05 5.12 3.79 7/22/2024 65 its id I){;»?, 38 69 6 35 88 7 90 49 7 47 23 34 36 ! 23 ! 36 ! 37 36 37 23 19 i 40 40 40 40 19 15 44 44 ] 44 44 15 27 27 38 ^ 27 27 41 27 41 27 26 26 49 ! 26 I 49 I 26 28 27 56 27 56 ! 27 31 ] 24 I 37 ] 32 24 19:08:65©2007 - 2022 by A TC IP LLC. All rights reserved.Page 26 of 53 ModellD: 81412 ASSET: 417722, Cornucopia (Wl) Wl CUSTOMER: AT&T MOBILITY CODE: PROJECT: ANSI/TIA-222-G OM792391 C3 01 DETAILED CABLE FORCES Load Case Elevation(ft)Cable Anchor Node Tower Node Available Tension (kip). Applied Tension(kip)Use (%) 239.63 310.00 1.2D+1.0DI+1.0WH200 79.63 159.63 239.63 310.00 1.2D+1.0DI+1.0Wi180°79.63 159.63 239.63 310.00 1.2D+1.0DI+1.0Wi210°79.63 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS A1a A1b A1a A1 A1 A1b A1a A1b A1a A1 A1 A1b A1a A1b A1a A1 A1 A1b A1a A1b A1 A1a A1b A1 A1a A1 A1b A1b A1a A1a A1 A1b A1 A1b A1a A1a A1 A1 A1b A1a A1b A1 A1b A1a A1 A1a A1b A1 A1a A1b A1 A1a A1b A1 A1b A1a A1a A1 A1 T2a T2a T2b T2b T3 T3 T3a T3a T3b T3b T4 T4 T4a T4a T4b T4b 34 34a 34b T2 T2 T2a T2a T2b T2b T3 T3 T3a T3a T3b T3b T4 T4 T4a T4a T4b T4b 34 34a 34b T2 T2 T2a T2a T2b T2b T3 T3 T3a T3a T3b T3b T4 T4 T4a T4a T4b T4b 34 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 6.43 3.82 6.47 5.05 5.37 3.28 7.48 3.28 7.52 5.35 5.81 3.11 8.39 3.05 8.4 5.74 5.59 3.77 5.77 3.67 5.9 6.02 3.67 5.87 6.01 6.53 3.02 3.01 6.54 6.53 6.53 2.4 7.13 2.39 7.07 7.02 7.08 6.03 4.35 4.55 4.37 6.54 4.39 4.52 6.53 4.49 4.3 8.03 4.37 4.3 8.03 4.35 4.47 9.18 4.52 4.54 4.48 9.18 5.95 40 24 40 31 33 20 46 20 47 33 36 19 52 19 52 36 35 23 36 23 37 37 23 36 37 40 19 19 41 40 40 15 44 15 44 44 44 37 27 28 27 41 27 28 40 28 27 50 27 27 50 27 28 57 28 28 28 57 37 ©2007 - 2022 by A TC IP LLC. All rights reserved.Page 27 of 53 ModellD: 81412 Scenario ID: 324249 7/22/2024 19:08:55 CODE:ANSin-IA-222-G CUSTOMER: Load Case AT&T MOBILITi' Elevation(ft)Cable DETAILED CABLE FORCES Anchor Node Tower Node PROJECT: Available Tension(kip) OAA792391 C3 j a. i: I U ^pliecj Tension,Ifkip) ;. -01 T rj • L \ 1.2D+1.001+1.0Wi 240° 1.2D+1.0Di+1.0Wi300° 159.63 239.63 310.00 79.63 159.63 239.63 310.00 79.63 159.83 239.63 310.00 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS A1b A1a A1b A1 A1a A1b A1 A1a A1b A1 A1b A1a A1 A1a A1 A1b A1a A1b A1a A1 A1 A1b A1a A1 A1b A1a A1b A1a A1 A1 A1b A1a A1b A1a A1 A1 A1b A1a A1b A1a A1 A1 A1b A1a A1b A1 A1a A1b A1 A1a A1 A1b A1b A1a A1a A1 A1b A1 A1b 34a 34b T2 T2 T2a T2a T2b T2b T3 T3 T3a T3a T3b T3b T4 T4 T4a T4a T4b T4b 34 34a 34b T2 T2 T2a T2a T2b T2b T3 T3 T3a T3a T3b T3b T4 T4 T4a T4a T4b T4b 34 34a 34b T2 T2 T2a T2a T2b T2b T3 T3 T3a T3a T3b T3b T4 T4 T4a 16.14 16.14 ^;j 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 4.98 Vi!i;l(i l4<"l6-/0iliii'i 5.09 6.4 3.98 5.15 6.35 4 5.4 7.61 5.4 3.42 7.57 3.42 8.55 5.79 3.21 5.84 3.15 8.54 5.66 5.63 4.03 5.93 5.88 3.83 5.9 3.83 5.94 6.56 6.52 3.11 6.51 3.1 6.57 7.09 7.06 2.46 7.09 2.45 7.15 4.37 6 4.55 6.48 4.41 4.49 6.49 4.42 4.52 4.33 7.99 7.97 4.36 4.37 4.34 9.15 4.5 9.12 31 t;;H*'.26 32 40 25 32 39 25 33 47 33 21 47 21 53 36 20 36 20 53 35 35 25 37 36 24 37 24 37 41 40 19 40 19 41 44 44 15 44 15 44 27 37 28 40 27 28 40 27 28 27 49 49 27 27 27 57 28 57 ©2007 - 2022 by ATC IP LLC. All rights reserved.Page 28 of 53 ModellD: 81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET: 417722, Cornucopia (Wl) Wl CUSTOMER: AT&T MOBILITY CODE: PROJECT: ANSI/TIA-222-G OAA792391 C3 01 DETAILED CABLE FORCES Load Case Elevation(ft)Cable Anchor Node Tower Node Available Tension(kip)Applied Tension(kip)Use (%) 1.2D+1.0Di+1.0Wi330°79.63 159.63 239.63 310.00 (1.2 + 0.2Sds) * DL + E Normal IV12 79.63 159.63 239.63 310.00 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS A1a A1 A1a A1 A1b A1a A1 A1b A1b A1a A1 A1a A1 A1b A1a A1b A1 A1a A1b A1 A1a A1b A1 A1a A1 A1 A1b A1b A1a A1a A1b A1 A1 A1b A1a A1b A1b A1a A1a A1 A1a A1 A1b A1b A1 A1 A1b A1b A1a A1a A1a A1 A1 A1a A1b A1b A1 A1 A1a T4a T4b T4b 34 34a 34b T2 T2 T2a T2a T2b T2b T3 T3 T3a T3a T3b T3b T4 T4 T4a T4a T4b T4b 34 34 34a 34a 34b 34b T2 T2 T2 T2 T2a T2a T2a T2a T2b T2b T2b T2b T3 T3 T3 T3 T3a T3a T3a T3a T3b T3b T3b T3b T4 T4 T4 T4 T4a ».14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 4.49 4.56 4.54 3.96 5.89 5.15 3.92 6.3 6.34 5.23 3.88 5.29 3.4 7.53 5.46 7.56 3.38 5.47 8.52 3.16 5.81 8.52 3.22 5.86 2.59 2.59 2.58 2.59 2.66 2.66 2.47 2.49 2.42 2.5 2.57 2.47 2.5 2.53 2.56 2.42 2.53 2.49 2.45 2.55 2.38 2.17 2.45 2.56 2.48 2.58 2.56 2.17 2.38 2.47 2.5 2.62 2.05 2.28 2.62 28 28 28 25 36 32 24 39 39 32 24 33 21 47 34 47 21 34 53 20 36 53 20 36 16 16 16 16 16 16 15 15 15 15 16 15 16 16 16 15 16 15 15 16 15 13 15 16 15 16 16 13 15 15 15 16 13 14 16 ©2007 - 2022 by ATC IP LLC. All rights resen/ed.Page 29 of 53 ModellD: 81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET:417722, Cornucopia (Wl) Wl CUSTOMER: Load Case AT&T MOBILITY' Elevation -^L Cable DETAILED CABLE FORCES Anchor Node Tower Node PROJECT: Available TensionJOEL i,,,°T79f^1-Gi3-l -tf-t]I', lil/ 11> il y At It. <1> Pl •)fS'/TiAbpliedTfShSiori l ' T~v: _?L I a.!_ Use (%) (1.2+0.2Sds)*DL+E60''IVI1 79.63 159.63 239.63 310.00 (1.2+0.2Sds)*DL+E90°M1 79.63 159.63 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS A1a A1b A1b A1 A1a A1a A1 A1 A1 A1b A1b A1a A1a A1b A1 A1 A1b A1b A1b A1a A1a A1 A1a A1 A1a A1b A1 A1 A1b A1a A1b A1a A1b A1a A1 A1 A1a A1b A1b A1 A1 A1a A1b A1b A1a A1a A1 A1a A1 A1 A1 A1b A1b A1a A1a A1b A1 A1b A1 T4a T4a T4a T4b T4b T4b T4b 34 34 34a 34a 34b 34b T2 T2 T2 T2 T2a T2a T2a T2a T2b T2b T2b T2b T3 T3 T3 T3 T3a T3a T3a T3a T3b T3b T3b T3b T4 T4 T4 T4 T4a T4a T4a T4a T4b T4b T4b T4b 34 34 34a 34a 34b 34b T2 T2 T2 T2 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 •>l,S f'?-5 /,,,,S.,'"''""""2:5"""" 2.63 2.06 2.61 2.49 2.28 2.59 2.59 2.58 2.58 2.66 2.66 2.47 2.45 2.49 2.43 2.47 2.44 2.53 2.59 2.45 2.53 2.48 2.6 2.4 2.29 2.4 2.28 2.5 2.4 2.7 2.29 2.69 2.41 2.31 2.49 2.23 2.34 2.23 2.35 2.8 2.35 2.23 2.56 2.8 2.24 2.56 2.36 2.59 2.6 2.58 2.58 2.66 2.66 2.41 2.48 2.47 2.49 16 15 16 13 16 15 14 16 16 16 16 16 16 15 15 15 15 15 15 16 16 15 16 15 16 15 14 15 14 15 15 17 14 17 15 14 15 14 15 14 15 17 15 14 16 17 14 16 15 16 16 16 16 18 16 15 15 15 15 ©2007 - 2022 by A TC IP LLC. All rights reserved.Page 30 of 53 Model 10:81412 Scenario ID: 324249 7/22/2024 19:08:55 yCMCMr< 4^t CT0CdcoM01I~ ~ < 6 0 LU ^ e o 0 c £ 0 a - CL003c00CMCM1-~1-~ ^_1m05]—<s SorLU2 £j I i § < 0 (O L O U > L O U 5 t D t O < D t O l O - ^ f t O - < r t O t D i r ) t O t O r ^ t O - < 3 ' t O C O L O ( D t^ C O ( D L O r ^ l O < D < D C D < D ( D < D U 5 l O C D t n C D y 3 U ' > y 5 C D t D < D l O ( O U i l O < D t O m t O C O t O •^ - • T f ^ - o r o n c n c o t n o i i o o i i o ^ i o - ^ - tr ' q r t D - c r r s i i r o ^ i o c s i i ^ o m ^ r ^ - ' r nC s | C ^ C s i C \ f C M C s i M C M C M C M r M C s t C M C \ ) C ^ O J C \ i C \ i C \ ] C M C M C ^ C ^ C ^ i C M r s ] O j C s l C s i C s ] C M tD C R f l O I s - ( D < D E ^ . ^J I O 1 0 t 0 C O C D ^ t - CM C M C S i C s t C ^ C M CM C M M C S i co c M c o t ^ o o t O t O c o c D ^ r ^ r ^ m c o tr t n t o m ^ t - ^ c o t O i o c o ' y T - ' ^ - CM C s l C ^ C ^ I C M C s l C ^ t ^ t C ^ C M C ^ ^ t C N l C s ) (D C O < D ( O C D t D ( D ( D t O < D ( D C D C D < D C D ( D < D C D C D C D C D ( O C D < D C D t D U ? ( D C O C D C D < D U > ( D C D ( D < D < D < D C D C D ( 0 < D C D < D ( O C D ( D ( D C D C D C D ( D C D C O C D C D < D < 0 co c o ( 0 ( o j s - a - Q j a sI- co}- . nh- I - ."I— co j— nh- .a c o c O T O i o . Q . a . a x i co - < d - t i - - q " ^ - < a - t r - ^ r - ^ i - - < t r ' < y ^ T i - t- t - I - I - F h- t - h - h - h - c d c o (O . Q . Q ( O t o i o c o . a . a . a j D ^ • ^ • ^ - O J C \ ] < N C \ l C \ t C \ t . 0 4 C S f C s t ( N C \ ; C M C O C O co o o c o i — h - ( — h ~ [ — i — h - 1 — h - i — I — I — I — I — CO C O ( 0 ( T J J D co c o c o c o c o h- I - I - t - I - < < cs j ^ ( 0 c o - a << : < < < < < Xl X > ( 0 C O << < < < < < < < < ie j a < < co j a a i j a ( 0 << < < < < < < < < < < < < < < < < < < < < VS X l - D t O << < < < << < < < < co x i ( 0 - a < < < < mw m m m m m m w m m w w m m m w w m w m m m w m m w m m m w m n m w m w w w i m m v i w c n m m m m m m w m w m w m v j c a c a XX I I I J : I XX I I X X I I X X I X I X I I X I XX X I X X I I I I I I I X X I I I X I X X I X X X I X X X UL l J U L U L U L U L U L U U J L U i l i L U L U L U U J L i J L U L U U L U U L U E J J U U U E i l U U U L U L l J L U L U U ^ LU U J L L i L L i L L l U J L L J L L I U J L U L L i U J U J Cs i M C M M C ^ l $4 S J M C ^ C ^ i ^^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ c ^ £ j S i S i c ^ c ^ c ^ S 3 C J C ^ S ! S ! S i c ^ InIS11 ^ 1§|e * IKI" ! ; ASSET: 417722,Cornucopia(WI)WI CUSTOMER: AT&T MOBILITY CODE: PROJECT: ANSI/TIA-222-G OAA792391 C3 01 DETAILED CABLE FORCES Load Case Elevation(ft)Cable Anchor Node Tower Node Available Tension(kip)^pplieaiTension f1!" n""(kip)i Use(%) 310.00 (1.2+0.2Sds)*DL+E180»IVH 79.63 159.63 239.63 310.00 (1.2+0.2Sds)*DL+E210°M1 79.63 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS A1a A1a A1 A1 A1 A1b A1b A1b A1a A1a A1b A1a A1 A1a A1 A1 A1 A1b A1b A1a A1a A1b A1 A1b A1 A1b A1b A1a A1a A1 A1a A1a A1 A1 A1b A1b A1 A1b A1a A1b A1a A1 A1a A1 A1a A1b A1 A1 A1b A1b A1a A1a A1b A1 A1 A1a A1a A1 A1 T3b T3b T3b T4 T4 T4 T4 T4a T4a T4a T4a T4b T4b T4b T4b 34 34 34a 34a 34b 34b T2 T2 T2 T2 T2a T2a T2a T2a T2b T2b T2b T2b T3 T3 T3 T3 T3a T3a T3a T3a T3b T3b T3b T3b T4 T4 T4 T4 T4a T4a T4a T4a T4b T4b T4b T4b 34 34 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 2.58 I 2.47^s)i llir 2.58 2.5 2.63 2.28 2.04 2.27 2.49 2.61 2.04 2.5 2.64 2.61 2.51 2.59 2.6 2.58 2.58 2.66 2.65 2.47 2.49 2.44 2.56 2.47 2.44 2.53 2.5 2.48 2.51 2.53 2.55 2.49 2.4 2.31 2.71 2.39 2.32 2.28 2.42 2.5 2.42 2.71 2.33 2.25 2.85 2.6 2.35 2.24 2.24 2.34 2.34 2.85 2.6 2.35 2.24 2.59 2.6 7/22/2024 16 JJCIJt 15 16 15 16 14 13 14 15 16 13 15 16 16 16 16 16 16 16 16 16 15 15 15 16 15 15 16 15 15 16 16 16 15 15 14 17 15 14 14 15 15 15 17 14 14 18 16 15 14 14 15 14 18 16 15 14 16 16 19:08:55©2007 - 2022 by ATC IP LLC. All rights reserved.Page 32 of 53 ModellD: 81412 Scenario ID: 324249 ASSET: 417722,Cornucopia(WI)WI CUSTOMER: AT&T MOBILITi' CODE: PROJECT: ANSI/TIA-222-G OAA792391_C3_01 DETAILED CABLE FORCES Load Case Elevation(ft)Cable Anchor Node Tower Node Available Tension(kip)Applied Tension(kip)Use (%) (1.2 + 0.2Sds) * DL + E 240° IVI2 79.63 159.63 239.63 310.00 79.63 159.63 239.63 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS A1b A1b A1a A1a A1b A1 A1 A1b A1b A1b A1a A1a A1 A1a A1 A1a A1b A1 A1 A1b A1a A1b A1a A1b A1a A1a A1 A1 A1b A1 A1b A1 A1a A1a A1b A1b A1a A1 A1a A1 A1 A1 A1b A1b A1a A1a A1 A1b A1 A1b A1b A1a A1a A1b A1 A1 A1a A1a A1 34a 34a 34b 34b T2 T2 T2 T2 T2a T2a T2a T2a T2b T2b T2b T2b T3 T3 T3 T3 T3a T3a T3a T3a T3b T3b T3b T3b T4 T4 T4 T4 T4a T4a T4a T4a T4b T4b T4b T4b 34 34 34a 34a 34b 34b T2 T2 T2 T2 T2a T2a T2a T2a T2b T2b T2b T2b T3 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 2.58 2.58 2.65 2.66 2.47 2.55 2.49 2.48 2.47 2.47 2.53 2.48 2.54 2.54 2.48 2.48 2.43 2.69 2.49 2.45 2.4 2.41 2.23 2.42 2.24 2.4 2.68 2.49 2.44 2.8 2.45 2.58 2.29 2.11 2.44 2.42 2.11 2.8 2.3 2.58 2.6 2.59 2.59 2.58 2.65 2.66 2.53 2.51 2.49 2.47 2.5 2.53 2.47 2.47 2.48 2.52 2.47 2.54 2.47 16 16 16 16 15 16 15 15 15 15 16 15 16 16 15 15 15 17 15 15 15 15 14 15 14 15 17 15 15 17 15 16 14 13 15 15 13 17 14 16 16 16 16 16 16 16 16 16 15 15 16 16 15 15 15 16 15 16 15 ©2007 - 2022 by A TC IP LLC. All rights reserved.Page 33 of 53 ModellD: 81412 Scenario ID: 324249 7/22/2024 19:08:55 asa.003E00CMCMr^ - r-~ -a -I-LUco '"< ^—Im02I<ca:LU20I-V)=)0 ^a0 3" j " 1J?;>x2.30uD3uHcI5sJJ (^ »I)•)c0I:u^ 103s •< ^ -CMCD"h- -Q<(03:UJS! t£>C7>inr^CDcoh-.a<mIuuCM •< r r^ i C^ l (Dcoco1—(0<mIUJCM tDtD10c^(DcocoI—^<coxUJS! 10^C\ l (DconI—co<Mx1U£4 t0^^.M(D(0ni—ja<mxLUc^ w0>coCM<L Ojacoi—co<MxLUM coco10CMID^1."t-<MILUa; 10tD^CMIDJ2CO}—<wILUc\ t ^0)CMt0.a."1-co<coILUei tD<DCDMCD-^ i -t-J3<coIUJS! III!§ . 10I" t0M10Nco^rI--a ASSET: 417722,Cornucopia(WI)WI CUSTOMER: AT&T MOBILITY CODE: PROJECT: ANSI/TIA-222-G OAA792391 C3 01 DETAILED CABLE FORCES Load Case Elevation(ft)Cable Anchor Node Tower Node Available Tension(kip)Applied Tension(kip)Use (%) (1.2+0.2Sds)*DL+E330UIVH 79.63 159.63 239.63 310.00 1.0D + 1.0W Service Normal 79.63 159.63 239.63 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS A1a A1b A1 A1a A1 A1a A1 A1 A1b A1b A1a A1a A1 A1b A1 A1b A1b A1b A1a A1a A1 A1a A1a A1 A1 A1 A1b A1b A1a A1a A1b A1b A1 A1a A1 A1a A1 A1 A1b A1b A1b A1a A1b A1a A1a A1 A1a A1 A1 A1b A1a A1 A1b A1b A1a A1a A1 A1 A1b T4a T4a T4b T4b T4b T4b 34 34 34a 34a 34b 34b T2 T2 T2 T2 T2a T2a T2a T2a T2b T2b T2b T2b T3 T3 T3 T3 T3a T3a T3a T3a T3b T3b T3b T3b T4 T4 T4 T4 T4a T4a T4a T4a T4b T4b T4b T4b 34 34a 34b T2 T2 T2a T2a T2b T2b T3 T3 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 2.25 2.83 2.36 2.34 2.25 2.24 2.59 2.59 2.58 2.6 2.65 2.66 2.44 2.52 2.49 2.47 2.47 2.53 2.53 2.53 2.49 2.53 2.53 2.43 2.22 2.39 2.46 2.66 2.46 2.46 2.66 2.46 2.21 2.44 2.39 2.44 2.11 2.31 2.55 2.78 2.78 2.43 2.55 2.43 2.42 2.11 2.42 2.31 2.01 2.95 3.03 1.84 2.93 2.93 3 3 1.84 1,05 3.27 14 18 15 15 14 14 16 16 16 16 16 16 15 16 15 15 15 16 16 16 15 16 16 15 14 15 15 16 15 15 16 15 14 15 15 15 13 14 16 17 17 15 16 15 15 13 15 14 12 18 19 11 18 18 19 19 11 7 20 ©2007 - 2022 by A TC IP LLC. All rights reserved.Page 35 of 53 ModellD: 81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET: 417722, Cornucopia (Wl) Wl CODE:ANSI/TIA-222-G CUSTOMER: Load Case AT&T MOBILITY Elevation(ft)Cable DETAILED CABLE FORCES Anchor Node Tower Node PROJECT: Available Tension(MP) Un i' A! If! 9 \pplled Tension(kip) lcj-i I i-M-nr„ w Use (%) 310.00 1.0D+1.0W Service 60°79.63 159.63 239.63 310.00 1.0D+1.0W Service 900 79.63 159.63 239.63 310.00 1.0D+1.0W Service 120°79.63 159.63 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS A1a A1b A1a A1 A1 A1b A1a A1b A1 A1a A1 A1b A1a A1b A1 A1b A1a A1a A1 A1b A1 A1a A1b A1 A1a A1b A1 A1a A1b A1a A1 A1 A1b A1a A1 A1b A1a A1b A1a A1 A1 A1b A1b A1a A1a A1 A1b A1 A1b A1a A1a A1 A1 A1b A1a A1 A1b A1b A1a T3a T3a T3b T3b T4 T4 T4a T4a T4b T4b 34 34a 34b T2 T2 T2a T2a T2b T2b T3 T3 T3a T3a T3b T3b T4 T4 T4a T4a T4b T4b 34 34a 34b T2 T2 T2a T2a T2b T2b T3 T3 T3a T3a T3b T3b T4 T4 T4a T4a T4b T4b 34 34a 34b T2 T2 T2a T2a 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 "<"!";"! !3;33A)iii[l(i 3.31 3.28 1.06 0.44 3.59 3.57 3.58 0.45 3.56 2.3 2.29 3.28 2.15 2.18 2.16 3.35 3.35 2.16 1.85 1.86 4.19 1.88 1.89 4.19 1.83 1.84 4.89 1.82 4.89 1.83 2.61 2.08 3.21 2.55 1.89 3.24 1.91 3.27 2.54 2.59 1.22 1.23 3.92 3.98 2.63 1.02 2.78 0.99 4.52 4.56 2.78 2.96 2 3.03 2.95 1.82 1.82 3 !i!;bi21 20 20 7 3 22 22 22 3 22 14 14 20 13 13 13 21 21 13 11 12 26 12 12 26 11 11 30 11 30 11 16 13 20 16 12 20 12 20 16 16 8 8 24 25 16 6 17 6 28 28 17 18 12 19 18 11 11 19 ©2007 - 2022 by ATC IP LLC. All rights reserved.Page 36 of 53 ModellD: 81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET: 417722, Cornucopia (Wl) Wl CUSTOMER: AT&T MOBILIPi' CODE: PROJECT: ANSIH-IA-222-G OAA792391 C3_01 DETAILED CABLE FORCES Load Case Elevation(ft)Cable Anchor Node Tower Node Available Tension(kip)Applied Tension(kip)Use (%) 239.63 310.00 1.0D+1.0W Service 180°79.63 159.63 239.63 310.00 1.0D+1.0W Service 210°79.63 159.63 239.63 310.00 1.0D+1.0W Service 240°79.63 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS A1a A1 A1b A1 A1b A1a A1 A1a A1 A1b A1a A1b A1 A1a A1 A1b A1a A1b A1 A1a A1b A1 A1a A1 A1b A1a A1b A1a A1 A1 A1b A1a A1b A1a A1 A1 A1b A1a A1 A1b A1b A1a A1 A1a A1b A1 A1a A1b A1a A1 A1 A1b A1a A1b A1a A1 A1 A1b A1a T2b T2b T3 T3 T3a T3a T3b T3b T4 T4 T4a T4a T4b T4b 34 34a 34b T2 T2 T2a T2a T2b T2b T3 T3 T3a T3a T3b T3b T4 T4 T4a T4a T4b T4b 34 34a 34b T2 T2 T2a T2a T2b T2b T3 T3 T3a T3a T3b T3b T4 T4 T4a T4a T4b T4b 34 34a 34b 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 3.01 2.94 1.05 3.28 1.04 3.27 3.32 3.32 3.6 0.43 3.55 0.43 3.59 3.56 3.25 2.33 2.41 2.2 3.34 2.26 2.21 3.33 2.26 4.28 1.94 1.94 1.91 1.97 4.28 5.02 1.87 1.89 1.88 1.88 5.01 3.19 2.64 2.2 3.25 2.57 2.58 1.98 3.22 1.99 2.68 4.06 1.31 2.62 1.32 4 4.67 2.82 1.08 2.81 1.05 4.64 3 2.99 2.11 19 18 6 20 6 20 21 21 22 3 22 3 22 22 20 14 15 14 21 14 14 21 14 27 12 12 12 12 27 31 12 12 12 12 31 20 16 14 20 16 16 12 20 12 17 25 8 16 8 25 29 17 7 17 7 29 19 19 13 ©2007 - 2022 by A TC IP LLC. All rights reserved.Page 37 of 53 ModellD: 81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET: 417722, Cornucopia (Wl) Wl CUSTOMER: AT&T MOBILIT/ CODE: PROJECT: ANSI/TIA-222-G ^°1OAA792391_C3_0 _LA DETAILED CABLE FORCES Ws ^JnT ra ...^ Load Case Elevation _("L Cable Anchor Node Tower Node Available TensionJ<!EL Applldd Tension JM-Use (%) 159,63 239.63 310.00 1.0D+1.0W Service 300°79.63 159.63 239.63 310.00 1.0D+1.0W Service 330"79.63 159.63 239.63 310.00 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS A1 A1b A1b A1a A1 A1a A1 A1b A1a A1b A1a A1 A1b A1 A1a A1b A1 A1a A1 A1b A1a A1b A1 A1a A1b A1 A1a A1b A1 A1a A1b A1a A1 A1b A1 A1a A1b A1a A1 A1 A1b A1a A1b A1 A1a A1b A1 A1a A1b A1 A1b A1a A1a A1 A1b A1 A1a A1b A1 T2 T2 T2a T2a T2b T2b T3 T3 T3a T3a T3b T3b T4 T4 T4a T4a T4b T4b 34 34a 34b T2 T2 T2a T2a T2b T2b T3 T3 T3a T3a T3b T3b T4 T4 T4a T4a T4b T4b 34 34a 34b T2 T2 T2a T2a T2b T2b T3 T3 T3a T3a T3b T3b T4 T4 T4a T4a T4b 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 16.14 2,99 2:96 2.96 1.89 2.98 1.89 3.36 3.35 1.11 3.29 1.11 3.32 3.6 3.61 0.45 3.6 3.62 0.45 2.34 3.24 2.41 3.31 2.23 2.26 3.31 2.22 2.26 4.27 1.96 1.98 4.25 1.94 1.93 5.01 1.89 1.9 4.98 1.9 1.91 2.12 3.16 2.71 3.2 1.96 2.63 3.21 1.94 2.64 3.97 1.29 4.01 2.69 2.64 1.28 4.62 1.04 2.81 4.63 1.07 •19 18 18 12 18 12 21 21 7 20 7 21 22 22 3 22 22 3 15 20 15 21 14 14 21 14 14 26 12 12 26 12 12 31 12 12 31 12 12 13 20 17 20 12 16 20 12 16 25 8 25 17 16 8 29 6 17 29 7 ©2007 - 2022 by ATC IP LLC. All rights reserved.Page 38 of 53 ModellD: 81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET: 417722,Cornucopia(WI)WI CUSTOMER: AT&T MOBILITY CODE: PROJECT: ANSI/TIA-222-G OAA792391 C3 01 DETAILED CABLE FORCES Load Case Elevation(ft)Cable Anchor Node Tower Node Available Tension(kip)Applied Tension(kip)Use (%) 1/2 EHS A1a T4b 16.14 2.8 17 ©2007 - 2022 by A TC IP LLC. All rights reserved.Page 39 of 53 ModellD: 81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET:417722,Cornucopla(WI)WI CODE:ANSIfTIA-222-G • CUSTOMER: Load Case AT&T MOBILIPi' ElevationJ«L Cable MAXIMUM CABLE FORCES SUMMARY Anchor Node Tower Node PROJECT: Available Tension (kip) 0^>79?39-|j./\/p?39^ll' III] lliAi»; '•: Applied Tension ^;;i..;.;(kip) -°111 > i) •/irj_Jl \\I Use 4%L- 1.2D+1.0Di+1.0Wi60° 1.2D+1.0Dl+1.0Wi600 1.2D+1.6W210" 1.2D+1.6W2100 79.63 159.63 239.63 310.00 1/2 EHS 1/2 EHS 1/2 EHS 1/2 EHS A1a A1a A1 A1 34 b T2a T3 T4 MAXIMUM TORQUE ARM STRESS SUMMARY Load Case 1.2D+1.0Di+1.0WI330l> 1.2D+1.0Di+1.0WI60° 1.2D+1.0DI+1.0Wi300'' 1.2D+1.6W210" 1.2D+1.6W2100 1.2D+1.6W210" 1.2D+1.6W120' Elevation(ft) 79.50 159.50 159.50 239.50 239.50 310.00 310.00 Member PL 3x0.375 4X4X0.25 5X5X0.3125 4X4X0.25 5X5X0.3125 4X4X0.25 5X5X0.3125 Type Horiz Lower Kicker Torque Arm Lower Kicker Torque Arm Lower Kicker Torque Arm 16.14 16.14 16.14 16.14 Compression(%) 0 14.2 0 24.8 0 37.5 0 •e.-i's'- 6.59 11.28 14.79 ' ' "38 41 70 92 Tension(%) 8.9 0 7.4 0 11.6 0 15.6 ©2007 - 2022 by A TO IP LLC. All rights reserved.Page 40 of 53 ModellD: 81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET: CUSTOMER: 417722, Cornucopia (Wl) Wl AT&T MOBILITi' CODE: PROJECT: ANSI/TIA-222-G OAA792391_C3_01 DEFLECTIONS AND ROTATIONS Load Case svation m_159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 Deflection(«) 0.0648 0.2136 0.2987 0.3403 0.3601 0.3843 0.4221 0.4303 0.4383 0.4608 0.0755 0.2423 0.3331 0.3773 0.3985 0.4244 0.4651 0.474 0.4826 0.5067 0.0617 0.1824 0.2489 0.2782 0.2905 0.3044 0.3233 0.3282 0.3327 0.3457 0.0697 0.2295 0.3184 0.3622 0.3831 0.4096 0.4499 0.4591 0.4676 0.4914 0.0784 0.2475 0.3389 0.3835 0.405 0.4313 0.4728 0.4818 0.4906 0.515 0.0603 0.1681 0.2303 0.2578 0.2692 0.2824 0.2997 0.3043 0.3084 Twist _Lde_gL 0.0006 -0.0001 -0.0004 -0.0003 -0.0002 -0.0002 -0.0001 -0.0001 -0.0001 -0.0001 0.0003 -0.0002 -0.0004 -0.0003 -0.0002 -0.0002 . -0.0001 -0.0001 -0.0001 -0.0001 0.0002 0.0001 0.0003 0.0002 0.0001 0.0001 0.0000 0.0000 0.0000 0.0000 0.0006 0.0002 0.0005 0.0004 0.0003 0.0002 0.0001 0.0001 0.0001 0.0001 0.0004 0.0001 0.0002 0.0002 0.0001 0.0001 0.0000 0.0000 0.0000 0.0000 0.0001 -0.0001 -0.0003 -0.0002 -0.0001 -0.0001 0.0000 0.0000 0.0000 Sway(deg) 0.0635 0.2387 0.1815 0.1790 0.1603 0.1366 0.1388 0.1545 0.1345 0.1564 0.0762 0.2502 0.1921 0.1892 0.1715 0,1467 0.1496 0.1645 0.1446 0.1669 0.0604 0.2021 0.1297 0.1231 0.1014 0.0748 0.0756 0.0900 0.0711 0.0934 0.0691 0.2498 0.1913 0.1889 0.1700 0.1467 0.1479 0.1648 0.1441 0.1658 0.0755 0.2548 0.1980 0.1914 0.1737 0.1494 0.1514 0.1681 0.1470 0.1686 0.0516 0.1906 0.1215 0.1154 0.0943 0.0681 0.0696 0.0831 0.0648 Resultant Jdeg) 0.0635 0.2387 0.1815 0.179 0.1603 0.1366 0.1388 0.1545 0.1345 0.1564 0.0762 0.2502 0.1921 0.1892 0.1715 0.1467 0.1496 0.1645 0.1446 0.1669 0.0604 0.2021 0.1297 0.1231 0.1014 0.0748 0.0756 0.09 0.0711 0.0934 0.0691 0.2498 0.1913 0.1889 0.17 0.1467 0.1479 0.1648 0.1441 0.1658 0.0755 0.2548 0.198 0.1914 0.1737 0.1494 0.1514 0.1681 0.147 0.1686 0.0516 0.1906 0.1215 0.1154 0.0943 0.0681 0.0696 0.0831 0.0648 1.0D+1 1.0D+1 1.0D+1 1.0D+1 1.0D+1 1.00+1 1.0D+1 1.00+1 1.0D+1 1.0D+1 1.0D+1 1.0D+1 1.0D+1 1.0D+1 1.0D+1 1.0D+1 1.0D+1 1.0D+1 1.0D+1 1.0D+1 1.0D+1 1.0D+1 1.0D+1 1.0D+1 1.00+1 1.0D+1 1.00+1 1.0D+1 1.0D+1 1.0D+1 1.00+1 1.00+1 1.00+1 1.00+1 1.0D+1 1.0D+1 1.0D+1 1.0D+1 1.0D+1 1.0D+1 1.0D+1 1.0D+1 1.00+1 1.00+1 1.0D+1 1.00+1 1.0D+1 1.0D+1 1.00+1 1.00+1 1.00+1 1.0D+1 1.00+1 1.0D+1 1.00+1 1.00+1 1.0D+1 1.0D+1 1.0D+1 .OW Service 330° .OW Service 330° .OW Service 330° .OW Service 330° .OW Service 330° .OW Service 330° .OW Service 330° .OW Service 330° .OW Service 330° .OW Service 330' .OW Service 300° .OW Service 300° .OW Service 300° .OW Service 300° .OW Service 300° .OW Service 300° .OW Service 300° .OW Service 300° .OW Service 300° .OW Service 300° .OW Service 240° .OW Service 240° .OW Service 240° .OW Service 240" .OW Service 240° .OW Service 240° .OW Service 240° .OW Service 240° .OW Service 240° .OW Service 240° .OW Service 210° .OW Service 210° .OW Service 210° .OW Service 210° .OW Service 210° .OW Service 210° .OW Service 210° .OW Service 210° .OW Service 210° .OW Service 210° .OW Service 180° .OW Service 180° .OW Service 180° .OW Service 180° .OW Service 180° .OW Service 180° .OW Service 180° .OW Service 180° .OW Service 180° .OW Service 180° .OW Service 120° ,OW Service 120° .OW Service 120° .OW Service 120° ,OW Service 120° .OW Service 120° .OW Service 120° .OW Service 120- .OW Service 120° 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice 60 mph Wind with No Ice ©2007 - 2022 by A TC IP LLC. All rights reserved.Page 41 of 53 Model ID:81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET: CUSTOMER: 417722, Cornucopia (Wl) Wl AT&T MOBILITY CODE: PROJECT: V?22-G, , „ „„TiT"i^-?i"~l;.' fi IH I'0/?23^ljb3li01 Load Case DEFLECTIONS AND ROTATIONS Elevation Deflection(ft) _(ft) t'VJn C U iCU-M i\n Twist(deg)s^y, ;;W;)!"Resultantlllil'Kdeg)!) 1 .OD + 1 .OW Service 120° 60 mph Wind with No Ice 1.0D + 1 .OW Service 90° 60 mph Wind with No Ice 1 .OD + 1 .OW Service 90° 60 mph Wind with No Ice 1 .OD + 1 .OW Service 90° 60 mph Wind with No Ice 1 .OD + 1 .OW Service 90° 60 mph Wind with No Ice 1 .OD + 1 .OW Service 90° 60 mph Wind with No Ice 1 .OD + 1 .OW Service 90° 60 mph Wind with No Ice 1 .OD + 1 .OW Service 90° 60 mph Wind with No Ice 1.00 + 1 .OW Service 90° 60 mph Wind with No Ice 1 .OD + 1 .OW Service 90° 60 mph Wind with No Ice 1.00 + 1 .OW Service 90° 60 mph Wind with No Ice 1.00 + 1 .OW Service 60° 60 mph Wind with No Ice 1 .OD + 1 .OW Service 60° 60 mph Wind with No Ice 1 .OD + 1 .OW Service 60° 60 mph Wind with No Ice 1.00 + 1 .OW Service 60° 60 mph Wind with No Ice 1 .OD + 1 .OW Service 60° 60 mph Wind with No Ice 1 .OD + 1 .OW Service 60° 60 mph Wind with No Ice 1.00 + 1 .OW Service 60° 60 mph Wind with No Ice 1.00 + 1 ,OW Service 60° 60 mph Wind with No Ice 1.00 + 1 ,OW Service 60° 60 mph Wind with No Ice 1.00 + 1 .OW Service 60° 60 mph Wind with No Ice 1.00 + 1.0W Service Normal 60 mph Wind with No Ice 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 1 .OD + 1 .OW Service Normal 60 mph Wind with No Ice 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 1 .OD + 1 .OW Service Normal 60 mph Wind with No Ice 1.0D + 1.0W Service Normal 60 mph Wind with No Ice 1.00 + 1 .OW Service Normal 60 mph Wind with No Ice (1.2 + 0.2Sds) * DL + E 330° Seismic M1 (1.2 + 0.2Sds) * DL + E 330° Seismic M1 (1.2 + 0.2Sds) * DL + E 330° Seismic M1 (1.2 + 0.2Sds) * DL + E 330° Seismic M1 (1.2 + 0.2Sds) * DL + E 330° Seismic M1 (1.2 + 0.2Sds) * DL + E 330° Seismic M1 (1.2 + 0.2Sds) * DL + E 330° Seismic M1 (1.2 + 0.2Sds) * DL + E 330° Seismic M1 (1.2 + O.ZSds) * DL + E 330° Seismic M1 (1.2 + 0.2Sds) * DL + E 330° Seismic M1 (1.2 + 0.2Sds) * DL + E 330° Seismic M2 (1.2 + 0.2Sds) * DL + E 330' Seismic M2 (1.2 + 0.2Sds) * DL + E 330° Seismic M2 (1.2 + 0.2Sds) * DL + E 330° Seismic M2 (1.2 + 0.2Sds) * DL + E 330° Seismic M2 (1.2 + 0.2Sds) * DL + E 330° Seismic M2 (1.2 + 0.2Sds) * DL + E 330° Seismic M2 (1.2 + 0.2Sds) * DL + E 330" Seismic M2 (1.2 + 0.2Sds) * DL + E 330° Seismic M2 (1.2 + 0.2Sds) * DL + E 330° Seismic M2 (1.2 + 0.2Sds) * DL + E 300° Seismic M1 (1.2 + 0.2Sds) * DL + E 300° Seismic M1 (1.2 + 0.2Sds) * DL + E 300° Seismic M1 (1.2 + 0.2Sds) * DL + E 300° Seismic M1 (1.2 + 0.2Sds) * DL + E 300° Seismic M1 (1.2 + 0.2Sds) * DL + E 300° Seismic M1 (1.2 + 0.2Sds) * DL + E 300° Seismic M1 (1.2 + 0.2Sds) * DL + E 300° Seismic M1 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 0.3206 0.0751 0.225 0.3099 0.3518 0.3717 0.3968 0.4347 0.4435 0.4516 0.4743 0.087 0.2517 0.341 0.3845 0.4052 0.4307 0.4708 0.4794 0.4879 0.5115 0.0586 0.1666 0.2301 0.2581 0.2698 0.283 0.3008 0.3055 0.3099 0.3224 0.0065 0.0425 0.0621 0.0714 0.0759 0.0811 0.0893 0.0909 0.0927 0.0975 0.0022 0.0074 0.0155 0.0201 0.0228 0.0261 0.0326 0,0339 0.0352 0.0389 0.0057 0.045 0.0658 0.0756 0.0803 0.0857 0.0945 0.0963 0.0000 0.0006 0.0001 0.0002 0.0002 0.0001 0.0001 0.0000 0.0000 0.0000 0.0000 0.0004 0.0002 0.0004 0.0003 0.0002 0.0002 0.0001 0.0001 0.0001 0.0000 0.0001 0.0001 -0.0002 0.0001 -0.0001 -0.0001 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 0.0000 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 0.0865 0.0632 0.2420 0.1791 0.1801 0.1615 0.1382 0.1404 0.1573 0.1366 0.1593 0.0735 0.2494 0.1896 0.1862 0.1688 0.1440 0.1473 0.1632 0.1429 0.1662 0.0522 0.1938 0.1268 0.1175 0.0965 0.0703 0.0718 0.0870 0.0676 0.0893 0.0188 0.0556 0.0415 0.0403 0.0359 0.0307 0.0294 0.0330 0.0296 0.0295 0.0073 0.0197 0.0203 0.0227 0.0222 0.0226 0.0230 0.0248 0.0232 0.0232 0.0198 0.0564 0.0430 0.0431 0.0381 0.0327 0.0316 0.0350 0.0865 0.0632 0.242 0.1791 0.1801 0.1615 0.1382 0.1404 0.1573 0.1366 0.1593 0.0735 0.2494 0.1896 0.1862 0.1688 0.144 0.1473 0.1632 0.1429 0.1662 0.0522 0.1938 0.1268 0.1175 0.0965 0.0703 0.0718 0.087 0,0676 0.0893 0.0188 0.0556 0.0415 0.0403 0.0359 0.0307 0.0294 0.033 0.0296 0.0295 0.0073 0.0197 0.0203 0.0227 0.0222 0.0226 0.023 0.0248 0.0232 0.0232 0.0198 0.0564 0.043 0.0431 0.0381 0.0327 0.0316 0.035 ©2007 - 2022 by ATC IP LLC. All rights reserved.Page 42 of 53 ModellD: 81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET: 417722, Cornucopia (Wl) Wl CUSTOMER: AT&T MOBILITY CODE: PROJECT: ANSI/TIA-222-G OAA792391 _C3 01 DEFLECTIONS AND ROTATIONS Load Case 3vation(ft) 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 Deflection(ft) 0.0982 0.1033 0.0024 0.0109 0.021 0.0266 0.0297 0.0337 0.0413 0.0428 0.0444 0.0486 0.0024 0.0137 0.0251 0.0314 0.035 0.0396 0.0483 0.05 0.0518 0.0566 0.0068 0,0536 0.0774 0.0888 0.0944 0.1011 0.112 0.1143 0.1166 0.1228 0.0072 0.0508 0.0731 0.0838 0.0891 0.0954 0.1056 0.1076 0.1098 0.1155 0.0024 0.0137 0.0245 0.0307 0.0343 0.0388 0.0472 0.0489 0.0506 0.0553 0.0078 0.0477 0.0686 0.0786 0.0833 0.0888 0.0978 Twist (deg) 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 0.0000 0.0000 0.0000 0.0000 0.0001 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 0.0000 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 Sway(deg) 0.0319 0,0320 0.0072 0.0233 0.0241 0.0274 0.0262 0.0265 0.0270 0.0288 0.0273 0.0274 0.0068 0.0267 0.0277 0.0306 0.0297 0.0301 0.0306 0.0322 0.0306 0.0307 0.0251 0.0654 0.0512 0.0506 0.0453 0.0402 0.0389 0.0419 0.0387 0.0389 0.0233 0.0617 0.0480 0.0472 0.0425 0.0374 0.0360 0.0394 0.0360 0.0358 0.0068 0.0261 0.0269 0.0292 0.0289 0.0293 0.0296 0.0314 0.0296 0.0295 0.0207 0.0572 0.0436 0.0434 0.0387 0.0333 0.0319 Resultant (dsg) 0.0319 0.032 0.0072 0.0233 0.0241 0.0274 0.0262 0.0265 0.027 0.0288 0.0273 0.0274 0.0068 0.0267 0.0277 0.0306 0.0297 0.0301 0.0306 0.0322 0.0306 0.0307 0.0251 0.0654 0.0512 0.0506 0.0453 0.0402 0.0389 0.0419 0.0387 0.0389 0.0233 0.0617 0.048 0.0472 0.0425 0.0374 0.036 0.0394 0.036 0.0358 0.0068 0.0261 0.0269 0.0292 0.0289 0.0293 0.0296 0.0314 0.0296 0.0295 0.0207 0.0572 0.0436 0.0434 0.0387 0.0333 0.0319 (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds)' (1.2+0.2Sds) (1.2+0.2Sds)' (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds)' (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds)1 (1.2+0.2Sds)' (1.2+0.2Sds)' (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0,2Sds) (1.2+0.2Sds) (1.2+0.2Sds)' (1.2+0.2Sds) (1.2+0.2Sds)' (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) DL + E 300° Seismic M1 DL + E 300" Seismic M1 DL + E 300° Seismic M2 DL + E 300' Seismic M2 DL + E 300° Seismic M2 DL + E 300° Seismic M2 DL + E 300° Seismic M2 DL + E 300° Seismic M2 DL + E 300° Seismic M2 DL + E 300° Seismic M2 DL + E 300° Seismic M2 DL + E 300° Seismic M2 DL + E 240° Seismic M2 DL + E 240° Seismic M2 DL + E 240° Seismic M2 DL + E 240" Seismic M2 DL + E 240° Seismic M2 DL + E 240° Seismic M2 DL + E 240° Seismic M2 DL + E 240° Seismic M2 DL + E 240- Seismic M2 DL + E 240° Seismic M2 DL + E 240° Seismic M1 DL + E 240° Seismic M1 DL + E 240° Seismic M1 DL + E 240- Seismic M1 DL + E 240° Seismic M1 DL + E 240° Seismic M1 DL + E 240° Seismic M1 DL + E 240° Seismic M1 DL + E 240° Seismic M1 DL + E 240° Seismic M1 DL+E210° Seismic M1 DL + E 210- Seismic M1 DL+ E 210° Seismic M1 DL+E 210° Seismic M1 DL + E 210° Seismic M1 DL+ E 210° Seismic M1 DL+E2100 Seismic M1 DL + E 210° Seismic M1 DL+E 210° Seismic M1 DL+E2100 Seismic M1 DL + E 210° Seismic M2 DL+E 210° Seismic M2 DL+E 210" Seismic M2 DL + E 210° Seismic M2 DL+E 210° Seismic M2 DL+E 210" Seismic M2 DL + E 210° Seismic M2 DL+E 210° Seismic M2 DL+E 210° Seismic M2 DL + E 210° Seismic M2 DL+ E 180° Seismic M1 DL+E 180° Seismic M1 DL+E 180° Seismic M1 DL+ E 180° Seismic M1 DL+E 180° Seismic M1 DL +E 180° Seismic M1 DL+ E 180° Seismic M1 ©2007 - 2022 by ATC IP LLC. All rights reserved.Page 43 of 53 ModellD: 81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET: CUSTOMER: 417722, Cornucopia (Wl) W] AT&T MOBILIPr' CODE: PROJECT: ANSI/TIA-222-G OAA7%39Ui,C3i_01|i,IV ^ V It-,' '1,1 f! I Load Case DEFLECTIONS AND ROTATIONS Elevation Deflection (ft) ^^^^^^^^^^^^^^^^^^^_^^^ Twist (deg)_ II Sway ^e9),0103W 0.0322 0.0322 0.0069 0.0240 0.0246 0.0274 0.0266 0.0269 0.0271 0.0290 0.0274 0.0275 0.0072 0.0175 0.0184 0.0213 0.0202 0.0206 0.0211 0.0225 0.0212 0.0213 0.0183 0.0550 0.0408 0.0402 0.0348 0.0298 0.0287 0.0315 0.0285 0.0286 0.0076 0.0174 0.0178 0.0200 0.0195 0.0198 0.0203 0.0221 0.0202 0.0201 0.0171 0.0528 0.0386 0.0376 0.0329 0.0277 0.0265 0.0299 0.0264 0.0262 0.0079 0.0154 0.0161 0.0190 0.0180 0.0183 AUG yi)?W4Resultant(deg^ :;i(j Co. /oifliqas^ 0.0322 0.0322 0.0069 0.024 0.0246 0.0274 0.0266 0.0269 0.0271 0.029 0.0274 0.0275 0.0072 0.0175 0.0184 0.0213 0.0202 0.0206 0.0211 0.0225 0.0212 0.0213 0.0183 0.055 0.0408 0.0402 0.0348 0.0298 0.0287 0.0315 0.0285 0.0286 0.0076 0.0174 0.0178 0.02 0.0195 0.0198 0.0203 0.0221 0.0202 0.0201 0.0171 0.0528 0.0386 0.0376 0.0329 0.0277 0.0265 0.0299 0.0264 0.0262 0.0079 0.0154 0.0161 0.019 0.018 0.0183 (1.2+0.2Sds) (1.2+O.ZSds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+O.ZSds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds) (1.2+0.2Sds)' (1.2+0.2Sds) (1.2+0.2Sds)' (1.2+0.2Sds) (1.2+0.2Sds)' (1.2+0.2Sds)' (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+O.ZSds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+O.ZSds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* (1.2+0.2Sds)* * DL+£180° Seismic M1 *DL+E 180" Seismic M1 * DL+E 180° Seismic M1 * DL+E180° Seismic M2 *DL+E 180" Seismic M2 * DL+E180° Seismic M2 * DL+E180° Seismic M2 * DL+E180° Seismic M2 * DL+E180" Seismic M2 * DL+E180° Seismic M2 * DL+E 180° Seismic M2 *DL+E ISO" Seismic M2 *DL+E 180° Seismic M2 *DL+E 120° Seismic M2 * DL+E120° Seismic M2 *DL+ E 120" Seismic M2 * DL+E120° Seismic M2 *DL+E 120° Seismic M2 * DL+E120° Seismic M2 *DL+ E 120° Seismic M2 *DL+ E 120° Seismic M2 * DL+E120° Seismic M2 * DL+E 120° Seismic M2 * DL+E 120° Seismic M1 * DL+E 120° Seismic M1 *DL+ E 120° Seismic M1 * DL+E120" Seismic M1 k DL+E 120° Seismic M1 * DL+E120° Seismic M1 • DL+E120'Seismic M1 tDL+E120° Seismic M1 •DL+E120'-Seismic M1 • DL+E 120° Seismic M1 DL + E 90° Seismic M2 DL + E 90° Seismic M2 DL + E 90° Seismic M2 DL + E 90° Seismic M2 DL + E 90° Seismic M2 DL + E 90° Seismic M2 DL + E 90° Seismic M2 DL + E 90° Seismic M2 DL + E 90° Seismic M2 DL + E 90° Seismic M2 DL + E 90° Seismic M1 DL + E 90° Seismic M1 DL + E 90° Seismic M1 DL + E 90° Seismic M1 DL + E 90° Seismic M1 DL + E 90° Seismic M1 DL + E 90° Seismic M1 DL + E 90° Seismic M1 DL + E 90° Seismic M1 DL + E 90° Seismic M1 DL + E 60° Seismic M2 DL + E 60° Seismic M2 DL + E 60° Seismic M2 DL + E 60" Seismic M2 DL + E 60° Seismic M2 DL + E 60° Seismic M2 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 0.0996 0.1015 0.1067 0.0022 0.0128 0.0229 0.0287 0.0319 0.036 0.0437 0.0452 0.0468 0.0511 0.0018 0.0081 0.0157 0.02 0.0224 0.0253 0.0311 0.0323 0.0336 0.0369 0.0096 0.0446 0.0641 0.0732 0.0775 0.0824 0.0903 0.092 0.0937 0.0984 0.0019 0.0072 0.0143 0.0184 0.0207 0.0236 0.0292 0.0303 0.0316 0.0348 0.0102 0.0436 0.062 0.0707 0.0748 0.0794 0.0868 0.0883 0.0899 0.0943 0.0018 0.0053 0.0119 0.0157 0.0178 0.0204 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 0.0000 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 0.0000 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 0.0000 0.0000 0.0000 0.0000 0.0000 ©2007 - 2022 by ATC IP LLC. All rights resen/ed.Page 44 of 53 ModellD: 81412 Scenario ID:324249 7/22/2024 19:08:55 ASSET: 417722, Cornucopia (Wl) Wl CUSTOMER: AT&T MOBILITi' CODE: PROJECT: ANSI/TIA-222-G OAA792391_C3_01 DEFLECTIONS AND ROTATIONS Load Case svation(ft) 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 Deflection(ft) 0.0257 0.0267 0.0279 0.0309 0.0102 0.0427 0.0608 0.0692 0.073 0.0774 0.0842 0.0857 0.0872 0.0914 0.008 0.0423 0.0617 0.0708 0.075 0.0799 0.0878 0.0895 0.0913 0.0959 0.0022 0.0063 0.0142 0.0186 0.0211 0.0243 0.0304 0.0316 0.0329 0.0364 0.1604 0.3851 0.4917 0.5447 0.5706 0.6034 0.6515 0.6623 0.6721 0.6996 0.1955 0.4873 0.6265 0.6956 0.73 0.7722 0.8393 0.8532 0.8669 0.9047 0.1652 0.3034 0.3686 0.3934 0.4019 Twist(deg) 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 0.0000 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 0.0865 0.0458 0.0348 0.0307 0.0287 0.0265 0.0239 0.0236 0.0233 0.0230 0.0703 0.0385 0.0295 0.0262 0.0247 0.0230 0.0211 0.0208 0.0207 0.0204 0.0412 0.0166 0.0116 0.0096 0.0086 Sway(deg) 0.0190 0.0207 0.0192 0.0193 0.0154 0.0504 0.0366 0.0365 0.0316 0.0261 0.0251 0.0285 0.0253 0.0253 0.0184 0.0550 0.0408 0.0400 0.0348 0.0298 0.0287 0.0317 0.0285 0.0286 0.0077 0.0190 0.0193 0.0218 0.0211 0.0213 0.0219 0.0235 0.0219 0.0220 0.1184 0.3066 0.2332 0.2284 0.2058 0.1817 0.1769 0.1947 0.1739 0.1940 0.1547 0.3771 0.3019 0.2995 0.2741 0.2431 0.2379 0.2573 0.2329 0.2801 0.0957 0.2208 0.1129 0.0995 0.0675 Resultant(deg) 0.019 0.0207 0.0192 0.0193 0.0154 0.0504 0.0366 0.0365 0.0316 0.0261 0.0251 0.0285 0.0253 0.0253 0.0184 0.055 0.0408 0.04 0.0348 0.0298 0.0287 0.0317 0.0285 0.0286 0.0077 0.019 0.0193 0.0218 0.0211 0.0213 0.0219 0.0235 0.0219 0.022 0.1466 0.3097 0.2357 0.2304 0.2076 0.1834 0.1785 0.196 0.1754 0.1953 0.1699 0.3791 0.3033 0.3006 0.2751 0.2441 0.2388 0.258 0.2338 0.2608 0.104 0.2214 0.1134 0.1 0.0679 (1.2 + 0.2Sds) * DL + E 60° Seismic M2 (1.2 + 0.2Sds) * DL + E 60° Seismic M2 (1.2 + 0.2Sds) * DL + E 60° Seismic M2 (1.2 + 0.2Sds) * DL + E 60° Seismic M2 (1.2 + 0.2Sds) * DL + E 60° Seismic M1 (1.2 + 0.2Sds) * DL + E 60° Seismic M1 (1.2 + 0.2Sds) * DL + E 60° Seismic M1 (1.2 + 0.2Sds) * DL + E 60° Seismic M1 (1.2 + 0.2Sds) * DL + E 60" Seismic M1 (1.2 + 0.2Sds) * DL + E 60° Seismic M1 (1.2 + 0.2Sds) * DL + E 60° Seismic M1 (1.2 + 0.2Sds) * DL + E 60° Seismic M1 (1.2 + 0.2Sds) * DL + E 60° Seismic M1 (1.2 + O.ZSds) * DL + E 60° Seismic M1 (1.2 + O.ZSds) * DL + E Normal Seismic M1 (1.2 + 0.2Sds) * DL + E Normal Seismic M1 (1.2 + 0.2Sds) * DL + E Normal Seismic M1 (1.2 + 0.2Sds) * DL + E Normal Seismic M1 (1.2 + 0.2Sds) * DL + E Normal Seismic M1 (1.2 + 0.2Sds) * DL + E Normal Seismic M1 (1.2 + 0.2Sds) * DL + E Normal Seismic M1 (1.2 + 0.2Sds) * DL + E Normal Seismic M1 (1.2 + 0.2Sds) * DL + E Normal Seismic M1 (1.2 + 0.2Sds) * DL + E Normal Seismic M1 (1.2 + 0.2Sds) * DL + E Normal Seismic M2 (1.2 + 0.2Sds) * DL + E Normal Seismic M2 (1.2 + 0.2Sds) * DL + E Normal Seismic M2 (1.2 + 0.2Sds) * DL + E Normal Seismic M2 (1.2 + 0.2Sds) * DL + E Normal Seismic M2 (1.2 + 0.2Sds) * DL + E Normal Seismic M2 (1.2 + 0.2Sds) * DL + E Normal Seismic M2 (1.2 + 0.2Sds) * DL + E Normal Seismic M2 (1.2 + 0.2Sds) * DL + E Normal Seismic M2 (1.2 + 0.2Sds) * DL + E Normal Seismic M2 1.2D + 1.0DJ + 1.0WJ 330° 50 mph Wind with 0.5" 1.2D + 1.0DJ + 1 .OWi 330° 50 mph Wind with 0.5" 1.2D + 1.0DJ + 1 .OWi 330° 50 mph Wind with 0.5" 1.2D + 1.0DJ + 1 .OWi 330° 50 mph Wind with 0.5" 1.2D + 1.001 + 1 .OWi 330° 50 mph Wind with 0.5" 1.20 + 1 .ODi + 1 .OWi 330° 50 mph Wind with 0.5" 1.2D + 1.0Di + 1.0Wi 330° 50 mph Wind with 0.5" 1.20 + 1.0Di + 1.0WJ 330'- 50 mph Wind with 0.5" 1.20 + 1.0Di + 1.0WJ 330" 50 mph Wind with 0.5" 1.2D + 1.0DJ + 1.0WJ 330° 50 mph Wind with 0.5" 1.2D + 1.0DJ + 1.0WI 300° 50 mph Wind with 0.5" 1.2D + 1.0DJ + 1 .OWi 300° 50 mph Wind with 0.5" 1.20 + 1.001 + 1 .OWi 300° 50 mph Wind with 0.5" 1.2D + 1.0Di + 1.0Wi 300° 50 mph Wind with 0.5" 1.2D + 1.0Di + 1.0WJ 300° 50 mph Wind with 0.5" 1.2D + 1.0Di + 1.0WJ 300° 50 mph Wind with 0.5" 1.2D + 1.0DI + 1.0WJ 300° 50 mph Wind with 0.5" 1.2D + 1.0DI + 1 .OWj 300° 50 mph Wind with 0.5" 1.2D + 1.0Di + 1 .OWi 300° 50 mph Wind with 0.5" 1.2D + 1.0Di + 1 .OWi 300° 50 mph Wind with 0.5" 1.2D + 1.0Di + 1.0Wi 240° 50 mph Wind with 0.5" 1.2D + 1.0Di + 1.0WJ 240° 50 mph Wind with 0.5" 1.2D + 1.0Di + 1 .OWi 240° 50 mph Wind with 0.5" 1.2D + 1.0DJ + 1 ,OWi 240° 50 mph Wind with 0.5" 1.2D + 1 .ODj + 1.0WJ 240° 50 mph Wind with 0.5" Radial Ice Radial !ce Radial Ice Radial ice Radial Ice Radial Ice Radial Ice Radial Ice Radlal Ice Radial Ice Radial Ice Radial Ice Radial Ice Radjal Ice Radial Ice Radial Ice Radial Ice Radial Ice Radial Ice Radial Ice Radjal Ice Radial Ice Radial Ice Radial Ice Radial Ice ©2007 - 2022 by A TC IP LLC. All rights reserved.Page 45 of 53 ModellD: 81412 Scenario ID: 324249 7/22/202419:08:55 ASSET: CUSTOMER: 417722, Cornucopia (Wl) Wl AT&T MOBILIPi' CODE: PROJECT: ANSI/TIA-222-G OA^fi239|l_G;3_Oif IS!/':1 Load Case DEFLECTIONSAND Elevation(ft) 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 ROTATIONS DeftectionJft) 0.4089 0.4126 0.4146 0.4162 0.4216 0.1806 0.4194 0.5329 0.5882 0.615 0.6484 0.6965 0.7074 0.7173 0.7453 0.2025 0.5005 0.641 0.7109 0.7458 0.7887 0.857 0.8708 0.8846 0.9228 0.1297 0.2132 0.2579 0.2719 0.2746 0.2739 0.2655 0.2651 0.2645 0.2635 0.1545 0.3394 0.4323 0.4768 0.4975 0.5228 0.5574 0.5658 0.5732 0.5946 0.1867 0.4415 0.5657 0.6266 0.6564 0.6926 0.7493 0.761 0.7727 0.805 0.1224 0.2007 0.2445 0.2582 I! K^ZQWIA Twist (deg)_ Sway ;(d?g), Resultant ,(083)1.2D + 1.0DI + 1.0WJ 240° 50 mph Wind with 0.5" Radial Ice 1.20 + 1 .ODi + 1.0WJ 240' 50 mph Wind with 0.5" Radial Ice 1.20 + 1.0DI + 1.0WJ 240° 50 mph Wind with 0.5" Radial Ice 1.20 + 1.0Di + 1 .OWi 240° 50 mph Wind with 0.5" Radial Ice 1.2D + 1.0Di + 1.0Wi 240° 50 mph Wind with 0.5" Radlal Ice 1.2D + 1.0DI + 1.0Wi 210° 50 mph Wind with 0.5" Radial Ice 1.2D + 1 .ODI+ 1 .OWi 210° 50 mph Wind with 0.5" Radial Ice 1.2D + 1.0DI + 1.0WJ 210" 50 mph Wind with 0.5" Radial Ice 1.2D+1.0Di+1.0Wi210°50mphWmdwithO.S"Radiallce 1.20 + 1 .ODi + 1 .OWJ 210° 50 mph Wind with 0.5" Radlal Ice 1.20 + 1 .ODi + 1 .OWi 210° 50 mph Wind with 0.5" Radial Ice 1.2D + 1.0Di + 1.0Wi 210° 50 mph Wind with 0.5" Radial Ice 1.2D + 1 .ODI + 1 .OWi 210° 50 mph Wind with 0.5" Radial Ice 1.2D + 1.0DI + 1 .OWi 210° 50 mph Wind with 0.5" Radial Ice 1.2D + 1.0Di + 1 .OWi 21 O* 50 mph Wind with 0.5" Radial Ice 1.20 + 1.0Di + 1.0Wi 180° 50 mph Wind with 0.5" Radial Ice 1.2D + 1.0Di + 1.0WJ 180' 50 mph Wind with O.S" Radial Ice 1.2D + 1.0Di + 1 .OWi 180° 50 mph Wind with 0.5" Radial Ice 1.2D + 1.0Di + 1 .OWl 180° 50 mph Wind with 0.5" Radial Ice 1.2D + 1.0Di + 1 .OWi 180° 50 mph Wind with 0.5" Radlal Ice 1.2D + 1.0Di + 1 .OWi 180° 50 mph Wind with 0.5" Radlal Ice 1.2D + 1.0DI + 1 .OWi 180° SO mph Wind with 0.5" Radial Ice 1.2D + 1 .ODI + 1 .OWi 180° SO mph Wind with 0.5" Radial Ice 1,2D + 1 .ODi + 1 .OWi 180° 50 mph Wind with 0.5" Radial Ice 1.20 + 1 .ODi + 1 .OWi 180° 50 mph Wind with 0.5" Radial Ice 1.20 + 1.0Di + 1.0WJ 120° 50 mph Wind with 0.5" Ractial Ice 1.20 + 1.0Di + 1.0WJ 120° 50 mph Wind with 0.5" Radial Ice 1.2D + 1.0Di + 1.0Wi 120" 50 mph Wind with 0.5" Radial Ice 1.2D + 1.0DJ + 1.0WJ 120° 50 mph Wind with 0.5" Radtal Ice 1.20 + 1 .ODI+ 1 .OWi 120° 50 mph Wind with 0.5" Radial Ice 1.20 + 1.0DJ + 1 .OWi 120° 50 mph Wind with 0.5" Radlal Ice 1.2D + 1 .ODI+ 1 .OWi 120° 50 mph Wind with 0.5" Radial Ice 1.2D + 1 .ODI+ 1 .OWi 120° 50 mph Wind with 0.5" Radial Ice 1.2D + 1.0DJ + 1 .OWi 120° 50 mph Wind with 0.5" Radial Ice 1.2D + 1.0Di + 1 .OWi 120° 50 mph Wind with 0.5" Radial Ice 1.2D + 1 .ODi + 1 .OWi 90° 50 mph Wind with 0.5" Radial Ice 1.2D + 1 .ODi + 1 .OWi 90° 50 mph Wind with 0.5" Radial Ice 1.2D + 1 .ODi + 1 .OWi 90° 50 mph Wind with 0.5" Radial Ice 1.2D + 1.0Di + 1.0Wi 90' 50 mph Wind with 0.5" Ractial Ice 1.2D + 1.0Di + 1 .OWi 90° 50 mph Wind with 0.5" Radlal Ice 1.20 + 1.0Di + 1.0WJ 90° 50 mph Wind with 0.5" Radlal Ice 1.20 + 1 .ODi + 1 .OWJ 90° 50 mph Wind with 0.5" Radlal Ice 1.20 + 1 .ODi + 1 .OWJ 90° 50 mph Wind with 0.5" Radlal Ice 1.20 + 1 .ODi + 1 .OWI 90° 50 mph Wind with 0.5" Radial Ice 1.20 + 1 .ODI + 1 .OWi 90° 50 mph Wind with 0.5" Radial Ice 1.20 + 1 .ODI + 1 .OWl 60° 50 mph Wind with 0.5" Radial Ice 1.20 + 1 .ODI + 1 .OWi 60° 50 mph Wind with 0.5" Radial Ice 1.20 + 1.0DI + 1.0Wi 60° 50 mph Wind with 0.5" Radial Ice 1.20 + 1.0DI + 1 .OWi 60° SO mph Wind with 0.5" Radial Ice 1.2D + 1.0DI + 1.0Wi 60° 50 mph Wind with 0.5" Radial Ice 1.2D + 1.0DI + 1.0Wi 60° 50 mph Wind with 0.5" Radial Ice 1.2D + 1.0Di + 1.0Wi 60° 50 mph Wind with 0.5" Radiallce 1.2D + 1.0Di + 1 .OWi 60° 50 mph Wind with 0.5" Radial Ice 1.2D + 1 .ODi + 1 .OWi 60'' 50 mph Wind with 0.5" Radial Ice 1.2D + 1 .ODi + 1 .OWi 60° 50 mph Wind with 0.5" Radial Ice 1.20 + 1 .ODi + 1 .OWi Normal 50 mph Wind with 0.5" Radial Ice 1.20 + 1 .ODi + 1 .OWi Normal SO mph Wind with 0.5" Radial Ice 1.2D + 1.0Di + 1.0WJ Normal 50 mph Wind with 0.5" Radial Ice 1.2D + 1.0Di + 1.0WJ Normal 50 mph Wind with 0.5" Radial Ice 0.0075 0.0062 0.0061 0.0060 0.0058 0.0862 0.0489 0.0388 0.0348 0.0328 0.0307 0.0282 0.0279 0.0276 0.0273 0.0610 0.0329 0.0254 0.0224 0.0211 0.0196 0.0179 0.0177 0.0175 0.0172 0.0127 0.0021 0.0012 0.0009 0.0007 0.0005 0.0003 0.0002 0.0002 0.0002 0.0834 0.0451 0.0348 0.0309 0.0289 0.0269 0.0243 0.0241 0.0238 0.0235 0.0618 0.0326 0.0250 0.0219 0.0205 0.0190 0.0172 0.0170 0.0168 0.0165 0.0194 0.0042 0.0023 0.0017 0.0311 0.0217 0.0398 0.0175 0.0444 0.1262 0.3273 0.2444 0.2361 0.2107 0.1813 0.1736 0.1960 0.1709 0.1946 0.1524 0.3835 0.3090 0.3023 0.2776 0.2473 0.2406 0.2626 0.2371 0.2623 0.0655 0.1681 0.0679 0.0576 0.0395 0.0448 0.0486 0.0436 0.0545 0.0427 0.0939 0.2786 0.1928 0.1878 0.1634 0.1354 0.1303 0.1519 0.1284 0.1534 0.1299 0.3443 0.2667 0.2628 0.2378 0.2064 0.2020 0.2231 0.1982 0.2268 0.0624 0.1683 0.0690 0.0541 ""b:133lS 0.0226 0.0403 0.0184 0.0448 0.1515 0.3307 0.2474 0.2386 0.213 0.1837 0.1759 0.1979 0.1731 0.1965 0.1642 0.3847 0.3101 0.3032 0.2783 0.248 0.2413 0.2632 0.2377 0.2629 0.0666 0.1681 0.0679 0.0577 0.0395 0.0448 0.0486 0.0436 0.0545 0.0427 0.124 0.2819 0.1959 0.1902 0.1657 0.1378 0.1325 0.1536 0.1306 0.1552 0.1439 0.3457 0.2679 0.2637 0.2386 0.2071 0.2027 0.2237 0.1989 0.2274 0.0652 0.1683 0.0691 0.0541 ©2007 - 2022 by A TC IP LLC. All rights reserved.Page 46 of 53 ModellD: 81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET: CUSTOMER: 417722,Cornucopia(WI)WI AT&T MOBILITY CODE: PROJECT: ANSI/TIA-222-G OAA792391_C3 01 DEFLECTIONS AND ROTATIONS Load Case evation(ft) 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 Deflection (ft), 0.2608 0.2602 0.2515 0.2511 0.2505 0.2499 0.3591 1.5991 2.1992 2.5145 2.6802 2.8953 3.2559 3.3287 3.4007 3.5966 0.3728 1.1452 1.5407 1.7382 1.8359 1.9583 2.1542 2.196 2.2363 2.3485 0.3162 1.7962 2.4992 2.8713 3.0686 3.326 3.7592 3.8468 3.9329 4.1663 0.3823 1.6372 2.2404 2.5574 2.7238 2.9399 3.302 3.3749 3.4471 3.6432 0.3811 1.1682 1.5672 1.7675 1.8667 1.9923 2.1927 2.2349 2.2762 2.3904 0.3329 1.8656 2.584 Twist(deg) 0.0013 0.0010 0.0006 0.0005 0.0005 0.0005 0.0667 0.0294 0.0182 0.0167 0.0161 0.0160 0.0144 0.0140 0.0142 0.0134 0.0477 0.0186 0.0075 0.0057 0.0049 0.0040 0.0031 0.0028 0.0029 0.0028 0.0649 0.0541 0.0567 0.0527 0.0506 0.0485 0.0458 0.0454 0.0451 0.0448 0.0807 0.0635 0.0657 0.0622 0.0604 0.0589 0.0559 0.0553 0.0553 0.0544 0.0532 0.0318 0.0261 0.0238 0.0228 0.0217 0.0203 0.0199 0.0200 0.0197 0.0607 0.0198 0.0046 Sway(deg) 0.0369 0.0442 0.0485 0.0443 0.0518 0.0425 0.5399 1.5414 1.3821 1.3870 1.3300 1.2601 1.2682 1.3160 1.2541 1.3284 0.3531 1.0754 0.8583 0.8481 0.7863 0.6982 0.7075 0.7603 0.6894 0.7684 0.6187 1.7948 1.6216 1.6379 1.5800 1.5101 1.5159 1.5733 1.5010 1.5831 0.5482 1.5466 1.3852 1.3950 1.3376 1.2678 1.2734 1.3264 1.2596 1.3350 0.3540 1.0971 0.8847 0.8632 0.7997 0.7117 0.7199 0.7790 0.7031 0.7817 0.6430 1.8314 1.6628 Resultant(deg) 0.037 0.0442 0.0485 0.0443 0.0518 0.0425 0.5433 1.5417 1.3822 1.3871 1.3301 1.2602 1.2683 1.316 1.2541 1.3285 0.3563 1.0755 0.8583 0.8481 0.7863 0.6982 0.7075 0.7603 0.6894 0.7684 0.6219 1.7956 1.6225 1.6388 1.5807 1.5108 1.5166 1.574 1.5016 1.5837 0.5533 1.5478 1.3866 1.3964 1.3389 1.2691 1.2745 1.3274 1.2608 1.3361 0.3579 1.0975 0.885 0.8636 0.7999 0.712 0.7202 0.7792 0.7033 0.7819 0.6457 1.8315 1.6628 1.2D + 1.0Di + 1.0WJ Normal 50 mph Wind with 0.5" Radial Ice 1.2D + 1.0DJ + 1.0WJ Normal 50 mph Wind with 0.5" Radial Ice 1.20 + 1.0Di + 1.0WJ Normal 50 mph Wind with 0.5" Radial Ice 1.2D + 1.0DI + 1.0WJ Normal 50 mph Wind with 0.5" Radial Ice 1.2D + 1.0Di + 1.0WI Normal 50 mph Wind with 0.5" Radial Ice 1.2D + 1.0DJ + 1.0Wi Normal 50 mph Wind with 0.5" Radial Ice 1.20 + 1.6W 330' 90 mph Wind with No Ice 1.20 + 1.6W 330° 90 mph Wind with No Ice 1.20 + 1.6W 330° 90 mph Wind with No Ice 1.20 + 1.6W 330° 90 mph Wind with No Ice 1.20 + 1.6W 330- 90 mph Wind with No Ice 1.20 + 1.6W 330° 90 mph Wind with No Ice 1.20 + 1.6W 330° 90 mph Wind with No Ice 1.20 + 1.6W 330° 90 mph Wind with No Ice 1.2D + 1.6W 330° 90 mph Wind with No Ice 1.2D + 1.6W 330° 90 mph Wind with No Ice 1.2D + 1.6W 300° 90 mph Wind with No Ice 1.20 + 1.6W 300° 90 mph Wind with No Ice 1.2D + 1.6W 300° 90 mph Wind with No Ice 1.20 + 1.6W 300° 90 mph Wind with No Ice 1.20 + 1.6W 300° 90 mph Wind with No Ice 1.2D + 1.6W 300° 90 mph Wind with No Ice 1.2D + 1.6W 300° 90 mph Wind with No Ice 1.2D + 1.6W 300° 90 mph Wind with No Ice 1.20 + 1.6W 300° 90 mph Wind with No Ice 1.2D + 1.6W 300" 90 mph Wind with No Ice 1.2D + 1.6W 240° 90 mph Wind with No Ice 1.2D + 1.6W2400 90 mph Wind with No Ice 1.20 + 1.6W 240° 90 mph Wind with No Ice 1.20 + 1.6W 240° 90 mph Wind with No Ice 1.20 + 1.6W 240° 90 mph Wind with No Ice 1.2D + 1.6W 240° 90 mph Wind with No Ice 1.20 + 1.6W240' 90 mph Wind with No Ice 1.2D + 1.6W 240° 90 mph Wind with No Ice 1.20 + 1.6W 240° 90 mph Wind with No Ice 1.20 + 1.6W 240° 90 mph Wind with No Ice 1.2D + 1.6W210' 90 mph Wind with No Ice 1.2D + 1.6W210" 90 mph Wind with No Ice 1.20 + 1.6W210° 90 mph Wind with No Ice 1.20 + 1.6W 210° 90 mph Wind with No Ice 1.2D + 1.6W210° 90mph Wind with No Ice 1.2D + 1.6W 210° 90 mph Wind with No Ice 1.2D + 1.6W210' 90 mph Wind with No Ice 1.2D + 1.6W2100 90 mph Wind with No Ice 1.2D + 1.6W210° 90 mph Wind with No Ice 1.2D + 1.6W210* 90 mph Wind with No Ice 1.2D + 1.6W 180" 90 mph Wind with No Ice 1.20 + 1.6W 180° 90 mph Wind with No Ice 1.2D + 1.6W 180° 90 mph Wind with No Ice 1.2D + 1.6W1800 90 mph Wind with No Ice 1.10 + 1.6W 180" 90 mph Wind with No Ice 1.2D + 1.6W 180° 90 mph Wind with No Ice 1.2D + 1.6W 180° 90 mph Wind with No Ice 1.2D + 1.6W 180° 90 mph Wind with No Ice 1.2D + 1.6W180° 90 mph Wind with No Ice 1.2D + 1.6W 180° 90 mph Wind with No Ice 1.20 + 1.6W 120° 90 mph Wind with No Ice 1.20 + 1.6W 120° 90 mph Wind with No Ice 1.20 + 1.6W120° 90 mph Wind with No Ice ©2007 - 2022 by A TC IP LLC. All rights reserved.Page 47 of 53 Model ID: 81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET: 417722,Cornucopia(WI)WI CUSTOMER: AT&T MOBILITY CODE: PROJECT: ANSI/TIA-222-G 39lJe3[lOl];: || |/ I;.' fnfry- •--•--'? •l'i ); iy ji; jjjfifi Load Case DEFLECTIONS AND ROTATIONS Elevation DeflectfonJft)_(ft)_Twist _Ldeg)_ Sway (deg);,. 2U 2024 Resultant,(deg) 1.20 + 1.6W 120° 90 mph Wind with No Ice 1.20 + 1.6W 120° 90 mph Wind with No Ice 1.20 + 1.6W 120° 90 mph Wind with No Ice 1.20 + 1.6W 120" 90 mph Wind with No Ice 1.2D + 1.6W1200 90 mph Wind with No Ice 1.2D + 1.6W120' 90 mph Wind with No Ice 1.2D + 1.6W 120° 90 mph Wind with No Ice 1.2D + 1.6W90' 90 mph Wind with No Ice 1.2D + 1.6W90° 90 mph Wind with No Ice 1.20 + 1.6W 90° 90 mph Wind with No Ice 1.2D + 1.6W 90° 90 mph Wind with No Ice 1.2D + 1.6W900 90 mph Wind with No Ice 1.2D + 1.6W 90° 90 mph Wind with No Ice 1.2D + 1.6W 90° 90 mph Wind with No Ice 1.2D + 1.6W 90° 90 mph Wind with No Ice 1.2D + 1.6W900 90 mph Wind with No Ice 1.2D + 1.6W 90° 90 mph Wind with No Ice 1.2D + 1.6W 60° 90 mph Wind with No Ice 1.2D+1.6W60°90mphWindwithNolce 1.2D + 1.6W 60° 90 mph Wind with No Ice 1.20 + 1.6W60'90 mph Wind with No Ice 1.20 + 1.6W 60° 90 mph Wind with No Ice 1.20 + 1.6W 60'' 90 mph Wind with No Ice 1.20 + 1.6W 60° 90 mph Wind with No Ice 1.20 + 1.6W 60° 90 mph Wind with No Ice 1.2D + 1.6W SO" 90 mph Wind with No Ice 1.20 + 1.6W 60° 90 mph Wind with No Ice 1.2D + 1.6W Normal 90 mph Wind with No Ice 1.20 + 1.6W Normal 90 mph Wind with No Ice 1.20 + 1.6W Normal 90 mph Wind with No Ice 1.20 + 1.6W Normal 90 mph Wind with No Ice 1.2D + 1.6W Normal 90 mph Wind with No Ice 1.20 + 1.6W Normal 90 mph Wind with No Ice 1.20 + 1.6W Normal 90 mph Wind with No Ice 1.2D + 1.6W Normal 90 mph Wind with No Ice 1.2D + 1.6W Normal 90 mph Wind with No Ice 1.20 + 1.6W Normal 90 mph Wind with No Ice 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 159.63 239.63 263.58 276.42 283.58 293.21 310.00 313.21 316.42 325.00 2.9655 3.1684 3.4347 3.8809 3.9707 4.0587 4.2991 0.4203 1.7165 2.3321 2.6555 2.8255 3.048 3.4179 3.4935 3.567 3.768 0.4304 1.2434 1.6468 1.8489 1.9489 2.0757 2.2778 2.32 2.3616 2.4763 0.331 1.8506 2.5655 2.9437 3.1445 3.4066 3.848 3.9372 4.0248 4.2629 -0.0032 -0.0040 -0.0047 -0.0057 -0.0065 -0.0058 -0.0060 0.0816 0.0460 0.0363 0.0341 0.0330 0.0325 0.0304 0.0298 0.0300 0.0295 0.0596 0.0430 0.0409 0.0378 0.0362 0.0345 0.0325 0.0320 0.0321 0.0317 0.0604 0.0379 0.0333 0.0306 0.0293 0.0281 0.0263 0.0260 0.0258 0.0255 1.6787" 1.6211 1.5510 1.5567 1.6123 1.5420 1.6218 0.5764 1.5824 1.4070 1.4244 1.3672 1.2982 1.3034 1.3563 1.2893 1.3651 0.3739 1.1090 0.8819 0.8699 0.8070 0.7174 0.7274 0.7834 0.7103 0.7930 0.6419 1.8241 1.6615 1.6647 1.6076 1.5359 1.5440 1.6033 1.5283 1.6082 u'tiew' 1.6211 1.551 1.5567 1.6123 1.542 1.6218 0.5809 1.5829 1.4074 1.4248 1.3676 1.2965 1.3038 1.3566 1.2896 1.3654 0.3786 1.1097 0.8829 0.8707 0.8076 0.7182 0.7281 0.784 0.711 0.7936 0.6446 1.8245 1.6617 1.665 1.6078 1.536 1.5443 1.6035 1.5285 1.6083 ©2007 - 2022 by ATCIPLLC. All rights reserved.Page 48 of 53 ModellD: 81412 Scenario ID: 324249 7/22/202419:08:55 ASSET: 417722, Cornucopia (Wl) Wl CUSTOMER: AT&T MOBILITi' CODE: PROJECT: ANSI/TIA-222-G OAA792391 C3 01 DETAILED REACTIONS Load Case Radius(ft) 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 Elevation(ft) 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 Azimuth(deg) 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 Nod 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b . 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a '•(-) Uplift and (+) DownFX* FY* FZ* (kip) _(kip) _(kip) 0.01 0.00 -31.87 31.89 -0.88 -1.32 -40.09 8.71 -0.98 -1.77 -39.91 3.85 -0.96 -1.58 -33.43 2.25 -0.03 0.02 -10.70 10.69 0.47 0.87 -5.04 23.07 0.97 1.56 -2.52 33.64 0.88 1.32 -9.37 40.81 0.53 0.62 -21.01 39.31 -0.02 0.00 -25.91 25.96 -0.31 -1.36 -31.57 16.64 -0.40 -1.68 -30.53 13.44 -0.37 -1.36 -27.35 12.43 -0.03 0.01 -18.41 18.40 0.21 0.67 -14.41 129.64 -2.71 -39.03 -38.59 115.29 -10.19 -46.39 -10.04 125.56 -25.60 -46.43 -4.52 129.90 -39.02 -38.96 -2.60 117.37 -47.04 -11.06 -10.75 126.99 -47.00 -5.33 -25.82 130.31 -39.29 -3.07 -38.78 117.11 -10.98 -11.14 -46.49 125.73 -4.85 -25.89 -46.09 170.57 -10.11 -25.16 -24.72 172.28 -15.83 -30.95 -15.58 171.51 -20.43 -29.20 -11.61 170.79 -25.11 -25.15 -9.93 173.54 -31.40 -16.36 -16.01 172.33 -29.53 -12.27 -1.11 2.65 -20.27 -20.23 -0.51 10.80 -23.15 -6.54 -0.03 25.00 -22.01 -2.94 0.56 37.66 -17.42 -1.30 1.03 47.06 -4.57 -4.65 0.88 46.19 -2.14 -11.29 0.56 37.95 -1.45 -17.62 -0.54 11.65 -7.02 -23.54 -0.88 5.15 -14.25 -23.69 -0.43 14,34 -16.63 -16.55 -0.18 19.99 -18.23 -11.17 0.04 25.31 -16.81 -8.51 0.19 30.76 -14.12 -7.18 0.33 36.95 -8.97 -9.05 0.29 35.24 -7.51 1.2D+1.6W Normal 1.2D+1.6W600 1.2D+1.6W90" 1.2D+1.6W120" 1.2D+1.6W1800 1.2D+1.6W2100 1.2D+1.6W240° 1.2D+1.6W300' 1.2D+1.6W330' 1.20+1.0Di+1.0Wi Normal 1.2D+1.0Di+1.0Wi60° 1.2D+1.0Di+1.0Wi90° 1.2D+1.0Di+1.0Wl120° 1.2D+1.0Dj+1.0Wi180° 1.2D+1.0Di+1.0Wi210-' ©2007 - 2022 by ATC IP LLC. All rights reserved.Page 49 of 53 ModellD: 81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET: 'CUSTOMER: 417722, Cornucopia (Wl) Wl AT&T MOBILITY CODE: PROJECT: ANSIfTIA-222-G OAA792^1_(^3_(J1,m ~~; ' {i;f DETAILED REACTIONS 9 Load Case Radius(ft)Elevation(ft) 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 Azimuth (deg)120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 Node A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 FX*(kip) •(-) Uplift and (+) Down FY*(kip) 9{]'i}nLU/J\ ..FZ*'(kipy; 1.2D+1.0Di+1.0Wi240" 1.20+1.0Di+1.0Wi 300° 1.2D+1.0DI+1.0Wi330° (1.2 + 0.2Sds) * DL + E Normal M1 (1.2+0.2Sds)*DL+E60°M1 (1.2+0.2Sds)*DL+E90'M1 (1.2 + 0.2Sds) * DL + E 120° M1 (1.2+0.2Sds)*DL+E180°M1 (1.2+0.2Sds)*DL+E210°M1 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 23.09 0.33 1.37 -12.59 27.49 0.27 1.36 -17.00 32.01 0.12 0.66 -21.33 30.18 0.00 0.00 -11.07 11.08 0.00 0.00 -10.78 10.79 0.00 0.00 -11.45 10.26 -0.01 0.00 -10.88 10.57 0.00 0.00 -11.34 9.98 -0.01 0.00 -10.86 10.48 0.00 0.00 -11.06 9.88 -0.01 0.00 -10.78 10.47 -0.01 0.00 -10.31 10.30 0.00 0.00 -10.57 10.56 -0.01 0.00 -10.04 10.71 0.00 0.00 -20.45 170.96 -25.26 -10.42 -24.86 173.41 -16.31 -16.39 -30.96 172.33 -12.18 -20.87 -29.12 80.90 -9.46 -11.26 -10.94 80.88 -10.21 -10.88 -10.55 80.82 -9.98 -11.78 -9.82 80.86 -10.38 -11.02 -10.23 80.84 -10.53 -11.64 -9.43 80.87 -10.53 -10.99 -10.10 80.90 -11.10 -11.25 -9.30 80.88 -10.69 -10.87 -10.08 81.03 -11.70 -10.22 -9.87 80.93 -10.90 -10.57 -10.22 81.10 -11.57 -9.85 -10.44 80.94 -10.85 -11.39 0.18 30.97 -7.27 -14.30 -0.20 20.48 -11.47 -18.47 -0.38 16.25 -14.37 -18.18 0.00 11.41 -6.39 -6.40 -0.01 12.06 -6.23 -6.23 0.00 11.85 -6.61 -5.92 -0.01 12.19 -6.28 -6.10 0.00 12.31 -6.55 -5.76 0.00 12.31 -6.27 -6.05 0.00 12.78 -6.39 -5.70 0.00 12.43 -6.22 -6.04 -0.01 13.28 -5.95 -5.95 0.01 12.59 -6.10 -6.10 -0.01 13.17 -5.80 -6.18 0.01 12.56 ©2007 - 2022 by ATC IP LLC. All rights reserved.Page 50 of 53 ModellD:81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET: 417722, Cornucopia (Wl) Wl CUSTOMER: AT&T MOBILIPr' CODE: PROJECT: ANSI/TIA-222-G OAA792391_C3_01 DETAILED REACTIONS Load Case Radius(ft) 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 222.00 245.00 222.00 0.00 Elevation(ft) -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 0.00 -25.00 3.00 0.00 Azimuth(deg) 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 0 240 120 Nod A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 A1 A1a A1b 1 FX*(kip) •(-) Uplift and (+) DownFY*(kip) -10.45 -10.40 81.14 -11.19 -9.69 -11.02 80.95 -10.73 -10.41 -10.57 81.04 -10.03 -10.22 -11.54 80.93 -10.38 -10.57 -10.74 80.97 -9.62 -10.74 -11.37 80.90 -10.27 -10.73 -10.65 74.44 -4.46 -14.45 -14.10 76.21 -8.36 -18.36 -8.23 75.71 -11.42 -17.30 -5.64 74.45 -14.27 -14.41 -4.33 77.02 -18.52 -8.81 -8.48 76.43 -17.44 -6.18 -11.50 74.77 -14.43 -4.73 -14.22 77.00 -8.65 -8.84 -18.30 76.23 FZ*(kip) -6.06 -6.17 -0.01 12.85 -5.73 -6.43 0.00 12.46 -6.04 -6.23 0.00 11.90 -5.96 -6.65 -0.01 12.19 -6.10 -6.30 0.00 11.55 -6.17 -6.58 -0.01 12.11 -6.17 -6.27 -0.37 6.39 -8.35 -8.34 -0.17 9.97 -9.83 -5.30 0.01 13.06 -9.18 -3.89 0.18 16.03 -7.67 -3.18 0.33 19.96 -4.80 -4.81 0.29 18.98 -3.72 -6.28 0.18 16.21 -3.25 -7.79 -0.17 10.26 -5.47 -10.00 -0.31 (1.2 + 0.2Sds) * DL + E 240" M1 (1.2 + 0.2Sds) * DL + E 300° M1 (1.2 + 0.2Sds) * DL + E 330° M1 1.0D + 1.0W Service Normal 1.0D+ 1.0W Service 60° 1.0D+1.0W Service 90° 1.0D+1.0W Service 120° 1.0D+1.0W Service 180" 1.0D+1.0W Service 210° 1.00+1.0W Service 240- 1.0D+1.0W Service 300° 1.0D+1.0W Service 330° -10.49 10.68 -0.01 0.00 -9.93 11.13 0.00 0.00 -10.46 10.80 -0.01 0.00 -10.31 11.51 0.00 0.00 -10.57 10.92 -0.01 0.00 -10.69 11.39 0.00 0.00 -10.68 10.86 -0.01 0.00 -13.70 13.73 -0.30 -0.36 -17.02 8.46 -0.36 -0.45 -16.28 6.39 -0.32 -0.36 -14.06 5.51 -0.01 0.00 -9.07 9.04 0.18 0.18 -6.81 11.76 0.31 0.36 -5.64 14.22 0.29 0.36 -8.72 17.32 0.16 ©2007 - 2022 by A TC IP LLC. All rights reserved.Page 51 of 53 Model ID: 81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET: CUSTOMER: 417722,Cornucopia(WI)WI AT&T MOBILIPr' CODE: PROJECT: ANSimA-222-G OAA792391 C3 01 Load Case DETAILED REACTIONS Radius Elevation Azlmuth Node_fft)_(ft}_(deg) "(-) Uplift and (*) Dofwtl j-.'. H,FX* FY* ' ' FZ* (kip) _(kip) _(kip) 222.00 0.00 245.00 -25.00 222.00 3.00 0 A1 240 A1a 120 A1b 0,17 -11.26 16.31 -5.95 -11.80 -17.16 'Vii;!?i$9 ;(, -7.05 -9.62 Oil!!!" ©2007 - 2022 by ATC IP LLC. AH rights reserved.Page 52 of 53 ModellD: 81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET: CUSTOMER: 417722, Cornucopia (Wl) Wl AT&T MOBILITY CODE: PROJECT: ANSI/TIA-222-G OAA792391_C3_01 Radius(ft) MAXIMUM GUY ANCHOR REACTIONS Drop Azimuth_fft)_(deg)Uplift(kip)Shear(kip) 222.00 222.00 245.00 0.00 3.00 -25.00 0 120 240 47.04 46.49 46.43 47.06 47.11 46.29 Base/Anchor Group MAXIMUM REACTIONS SUMMARY Vertical Load (Compression for Base: Uplift for Anchor)Horizontal Shear Guyed - Pivot Base Guyed Anchor-A1 173.54 (kip) 47.04 (kip) 1.12 (kip) 47.11 (kip) ©2007 - 2022 by A TC IP LLC. All rights reserved.Page S3 of 53 Model ID: 81412 Scenario ID: 324249 7/22/2024 19:08:55 ASSET: CUSTOMER: 417722, Cornucopia (Wl) Wl AT&T MOBILIPi' CODE: PROJECT: ANSI/TIA-222-G OAA792391 GUY ANCHOR BLOCK FOUNDATION ANALYSIS (NODE A1 @ r= 222 ft) ID) pj vy r, li vi y- APPLIED REACTIONS Uplift (k) ^ Shear(k) 1|]| 1,) I; ''• ,'' 47.04 FOUNDATION PARAMETERS 47.06 Base Depth: D Block Width: W Block Length: L Block Thickness: T Concrete Compressive Strength: Top Rebar Quantity, Size, & Yield: Side Rebar Quantity, Size, & Yield: Anchor Rod Quantity & Shape: Anchor Rod Area (gross//net): Anchor Rod Strength (fy//fu): 10.5 4 16 3 3,000 (3) #8 bars [60 ksi] (4) #8 bars [60 ksi] (1) W-Shape 3.620 // 3.320 50 // 65 ft ft ft ft psi in2 ksi Water Table Depth [BGL]: GW Soil Unit Weight: Friction Angle: Cohesion: Ultimate Skin Friction Coefficient of Shear Friction: Uplift Pullout Angle: 9 Uplift at_of Anchor: SOIL PARAMETERS 115 0 2,000 1,000 0.3 30 Top ft pcf psf psf Uplift Strength Reduction Factor, c))y Shear Strength Reduction Factor, 0,Dead Load Factor 0.75 0.75 0.9 Uplift Resistance from Skin Friction andSoil Shear (k) SOIL UPLIFT ANALYSIS Additional Uplift Resistance(k)Uplift Capacity, <t>Tn(k) Soil Uplift Usage, Tu/cDTn 358.30 281.17 16.7% Skin Friction Resistance (k) Normal ForceResistance (k)Passive Pressure(psf) SOIL SHEAR ANALYSIS Passive PressureResistance (k) Additional Shear Resistance (k) Shear Capacity, <t>Vn(k) Soil Shear Usage, Vu/<t)Vn 16.97 8.57 5,035.00 241.68 200.42 23.5%© Yield Strength Reduction Factor, <t>y Tensile Strength Reduction Factor, <S>i Resultant Tensile Load, Tu<k)Tensile Capacity, <t>Tn (k-ft) Anchor Rod Tensile Usage, Tu/OTn 0.8 0.65 66.5 140.27 47.4% Task ID:555324 Page 1 of 6 7/22/2024 19:09:16 ASSET: 417722, Cornucopia (Wl) Wl CUSTOMER: AT&T MOBILITi' CODE: PROJECT: ANSimA-222-G OAA792391 Strength Shear Reduction Factor, <S>v Strength Reduction Factor for Lateral Flexure, (frev Strength Reduction Factor for Vertical Flexure, ((IBT Compression Zone Factor, pi 0.75 0.9 0.9 0.65 One Way Shear due to Shear, Vu(k) REINFORCING ONE WAY SHEAR ANALYSIS - SHEAR One Way Shear Capacity due to Shear, <t><;Vn(k)Rebar One Way Shear Usage, Vu/<t>oV,, 18.14 130.14 13.9% One Way Shear due to Uplift, Vu<k) REINFORCING ONE WAY SHEAR ANALYSIS - UPLIFT One Way Shear Capacity due to Uplift, OcVn(k)Rebar One Way Shear Usage, Vu / <fcVn 19.60 126.20 15.5% Flexure Load, Mu,(k-ft)Distance to steel, d,(In) REINFORCING FLEXURE ANALYSIS - SHEAR Whitney Block, a,(in)Strain in Rebar, E((in/in)Flexural Capacity, ObvMm (k-ft) Rebar Flexural Usage, Muv/4'b-Mn, 94.12 44.000 2.065 0.0513 611.00 15.4% Flexure Load, Mm (k-ft) Depth to steel, d,(in) REINFORCING FLEXURE ANALYSIS - UPLIFT Whitney Block, a,(in)Strain in Rebar, E)(in/in)Flexural Capacity, tt'yMnt (k-ft) Rebar Flexural Usage, Mut / <t>uMnl 94.08 32.000 1.162 0.0672 335.08 28.1%~£) Task ID:555324 Page 2 of 6 7/22/202419:09:16 ASSET: CUSTOMER: 417722,Cornucopia(WI)WI AT&T MOBILITY CODE: PROJECT: ANSI/TIA-222-G OAA792391 GUY ANCHOR BLOCK FOUNDATION ANALYSIS (NODE A1 a @ r = 245 ft) APPLIED REACTIONS Uplift (k)Shear (k) I V, I''.U} I.M i:j u y III!II 46.43 FOUNDATION PARAMETERS 46.29 "lynctij' ,•-,, .<(ji!|||(j !j!;r)^ Base Depth: Block Width: Block Length: Block Thickness: Concrete Compresslve Strength: Top Rebar Quantity, Size, & Yield: Side Rebar Quantity, Size, & Yield: Anchor Rod Quantity & Shape: Anchor Rod Area (gross//net): Anchor Rod Strength (fy//fu): Water Table Depth [BGL]: Soil Unit Weight: Friction Angle: Cohesion: Ultimate Skin Friction Coefficjent of Shear Friction: Uplift Pullout Angle: Uplift at _ of Anchor: D w L T SOIL GW e 10.5 4 16 3 3,000 (3) #8 bars [60 ksi] (4) #8 bars [60 ksi] (1)W-Shape 3.620 // 3.320 50 // 65 PARAMETERS 115 0 2,000 1,000 0.3 30 Top ft ft ft ft psl in2 ksi ft pcf psf psf Shear Strength Reduction Factor, <fUplift Strength Reduction Factor, $„Dead Load Factor 0.75 0.75 0.9 Uplift Resistance from Skin Friction andSoil Shear (k) SOIL UPLIFT ANALYSIS Additional Uplift Resistance(k)Uplift Capacity, (tTn(X) Soil Uplift Usage, Tu/<t>Tn 358.33 281.17 16.5%© Skin Friction Resistance (k) Normal Force Resistance (k) Passive Pressure (psf) SOIL SHEAR ANALYSIS Passive Pressure Resistance (k) Additional Shear Resistance (k) Shear Capacity, OVn(k) Soil Shear Usage, Vu / <fVn 16.95 8.75 5,035.00 241.68 200.53 23.1%© Yield Strength Reduction Factor, <t>y Tensile Strength Reduction Factor, <t>i Resultant Tensile Load, Tu(k)Tensile Capacity, <t>Tn (k-ft) Anchor Rod Tensile Usage, Tu/OTn 0.8 0.65 65.6 140.27 46.7%© Task ID:555324 Page 3 of 6 7/22/2024 19:09:16 ASSET: 417722, Cornucopia (Wl) Wl CUSTOMER: AT&T MOBILIPi' CODE: PROJECT: ANSI/TIA-222-G OAA792391 Strength Shear Reduction Factor, (fy Strength Reduction Factor for Vertical Flexure, <S>ar Strength Reduction Factor for Lateral Flexure, <t>Bv Compression Zone Factor, Pi 0.75 0.9 0.9 0.65 One Way Shear due to Shear, Vu(k) RBINFORCING ONE WAY SHEAR ANALYSIS - SHEAR One Way Shear Capacity due to Shear, <ti,;V,,(k) Rebar One Way Shear Usage, Vu/<t)cVn 17.84 130.14 13.7%© One Way Shear due to Uplift, Vu(k) REINFORCING ONE WAY SHEAR ANALYSIS - UPLIFT One Way Shear Capacity due to Uplift, <t>cVn(k) Rebar One Way Shear Usage, Vu / <t>cVn 19.35 126.20 15.3%© Flexure Load, Mu(k-ft)Distance to steel, d,(in) REINFORCING FLEXURE ANALYSIS - SHEAR Whitney Block, a,(in)Strain in Rebar, E( (in/in) Flexural Capacity, <tib.X (k-ft) Rebar Flexural Usage, Muv/<t>l,x, 92.58 44.000 2.065 0.0513 611.00 15.2% Flexure Load, Mm(k-ft)Depth to steel, d,(In) REINFORCING FLEXURE ANALYSIS - UPLIFT Whitney Block, a,(in)Strain in Rebar, E( (in/in) Flexural Capacity, (fruMnt (k-ft) Rebar Flexural Usage, Mut / <t>btMnt 92.86 32.000 1.162 0.0672 335.08 27.7%© Task ID:555324 Page 4 of 6 7/22/2024 19:09:16 ASSET: CUSTOMER: 417722, Comucopia (Wl) Wl AT&T MOBILITY CODE: PROJECT: ANSI/TIA-222-G OAA792391 GUY ANCHOR BLOCK FOUNDATION ANALYSIS (NODE A1b @ r =222 ft) APPLIED REACTIONS Uplift (k) im l'i""-' Shear (k) 46.49 FOUNDATION PARAMETERS 47.11 t;)VJl;;i(l (< Base Depth: Block Width: Block Length: Block Thickness: Concrete Compressive Strength: Top Rebar Quantity, Size, & Yield: Side Rebar Quantity, Size, & Yield: Anchor Rod Quantity & Shape: Anchor Rod Area (gross//net): Anchor Rod Strength (fy//fu): D w L T 10.5 4 16 3 3,000 (3) #8 bars [60 ksi] (4) #8 bars [60 ksi] (1) W-Shape 3.620 // 3.320 50 // 65 ft ft ft ft psl In2 ksi Water Table Depth [BGL]: Soil Unit Weight: Friction Angle: Cohesion: Ultimate Skin Friction Coefficient of Shear Friction: Uplift Pullout Angle: Uplift at _ of Anchor: GW SOIL PARAMETERS 115 0 2,000 1,000 0.3 30 Top ft pcf psf psf ^ v ^. /v- I:JL c L Uplift Strength Reduction Factor, On Shear Strength Reduction Factor, 0,Dead Load Factor 0.75 0.75 0.9 Uplift Resistance from Skin Friction andSoil Shear (k) SOIL UPLIFT ANALYSIS Additional Uplift Resistance(k)Uplift Capacity, <)>Tn(k)Soil Uplift Usage, Tu/*Tn 358.19 281.17 16.5% Skin Friction Resistance (k) Normal Force Resistance (k) Passive Pressure (psf) SOIL SHEAR ANALYSIS Passive Pressure Resistance (k) Additional Shear Resistance (k) Shear Capacity, ct>Vn(k) Soil Shear Usage, Vu/Wn 17.08 8.73 5,035.00 241.68 200.62 23.5%[-/) Yield Strength Reduction Factor, <t>y Tensile Strength Reduction Factor, <t>i Resultant Tensile Load,(k)Tenslle Capacity, <S>Tn (k-ft) Anchor Rod Tenslle Usage, Tu /*Tn 0.8 0.65 66.2 140.27 47.2% Strength Shear Reduction Factor, <fv Strength Reduction Factor for Lateral Flexure, <S>sv Strength Reduction Factor for Vertical Flexure, OBT Compression Zone Factor, pi 0.75 0.9 0.9 0.65 Task ID:555324 Page 5 of 6 7/22/202419:09:16 ASSET: 417722, Cornucopla (Wl) Wl CUSTOMER: AT&T MOBILITY CODE: PROJECT: ANSI/TIA-222-G OAA792391 One Way Shear due to Shear, Vu(k) REINFORCING ONE WAY SHEAR ANALYSIS - SHEAR One Way Shear Capacity due to Shear, OcVn(k) Rebar One Way Shear Usage, Vu / *cVn 18.16 130.14 14.0%0 One Way Shear due to Uplift, Vu(k) REINFORCING ONE WAY SHEAR ANALYSIS - UPLIFT One Way Shear Capacity due to Uplift, <fcVn(k)Rebar One Way Shear Usage, Vu / tfrcVn 19.37 126.20 15.3%© Flexure Load, Mu,(k-ft)Distance to steel, d,(in) REINFORCING FLEXURE ANALYSIS - SHEAR Whitney Block, a,(in)Strain in Rebar, E((in/in)Flexural Capacity, (frbyMny(k-ft) Rebar Flexural Usage, Muv/<t>bX, 94.22 44.000 2.065 0.0513 611.00 15.4%© Flexure Load, Mm(k-ft)Depth to steel, d,(in) REINFORCING FLEXURE ANALYSIS - UPLIFT Whitney Block, a,(in)Strain in Rebar, E|(in/in)Flexural Capacity, <t>btMnt(k-ft) Rebar Flexural Usage, Mut / <t>uMnt 92.98 32.000 1.162 0.0672 335.08 27.7%0 Task ID:555324 Page 6 of 6 7/22/2024 19:09:16 ASSET: CUSTOMER: 417722, Cornucopia (Wl) Wl AT&T MOBILITY CODE: PROJECT: ANSI/TIA-222-G OAA792391 MAT & PIER FOUNDATION ANALYSIS (NODE 1) Moment (k-ft) 0.00 FOUNDATION PARAMETERS Mat Length: Mat Width: Mat Thickness: Base Depth: Pier Shape: Pier Width: Pier Height above Grade: Concrete Compressive Strength: Mat Bottom Rebar: Pier Vertical Rebar: Pier Rebar Ties: Rebar Clear Cover: Tower Eccentricity: Tower Leg Count L w T L+T-h D h s eec 8 8 1.5 4.75 Square 3 1.25 3,000 (8) #6 bars [60 ksi] (8) #8 bars [60 ksi] ft ft ft ft ft ft psi #5bars@12.o"c/c(60ksi] 3.0 0 1 SOIL PARAMETERS Water Table Depth [BGL]: Soil Unit Weight: Ultimate Skin Friction: Ultimate Bearing Pressure: Bearing Pressure Type: Coefficient of Shear Friction: GW 115 0 12,000 Gross 0.3 in ft ft pcf psf psf APPLIED GLOBAL REACTIONS Axlal (k) u'j M Sh^(k) 173.54 (iss 1+T-h —' n .-^D ..Jh si I GW Soil Strength Reduction Factor, 0,Uplift Strength Reduction Factor, <S>,Asset Dead Load Factor Dead Load Factor 0.6 0.75 1.2 1.2 Design Moment, Mu.oesian(k-ft) SOIL OVERTURNING ANALYSIS Nominal Overturning Capacity, <t>mMn(k-ft) Soil Overturning Usage, Mu.Deslgn / <t>mMn 907.65 0.2%0 Net Bearing Pressure, PyNei(psf) SOIL BEARING ANALYSIS Nominal Bearing Capacity, <t)|,Pn(psf)Bearing Pressure Controlling LoadDirection Soil Bearing Usage, Pu,n.t/*bPn 3,488.00 7,200.00 Parallel to Pad Edge 48.4%© Applied Shear Force, Vu Friction Resistance(k) (k) SOIL SLIDING SHEAR ANALYSIS Passive Pressure(psf)Passive Pressure Resistance(k) Nominal Shear Capacity, <t>,vJ<L Soil Sliding Shear Usage, Vu / <t>,Vn 0.33 55.69 460.0 5.52 36.73 1.0% Q Task ID:555324 Page 1 of 2 7/22/2024 19:09:31 ASSET: 417722,Cornucopia(WI)WI CUSTOMER: AT&T MOBILITi' CODE: ANSI/TIA-222-G PROJECT: OAA792391 Steel Elastic Modulus, E(ksi) Strength Bending/Tension Reduction Factor, <t>b Strength Shear Reduction Factor, <f,Strength Compression Reduction Factor, <t>, 29,000 0.9 0.75 0.65 One Way Design Shear, Vu(k) MAT REINFORCING ONE WAY SHEAR ANALYSIS Nominal One Way Shear Capacity, <t>cVn(k)One Way Shear Controlling LoadDirection Mat One Way Shear Usage, Vu/*cVn 23.63 83.43 Diagonal to Pad Edge 28.3%© Punching Shear Design Stress, Vu(psi) MAT RBINFORCING PUNCHING SHEAR ANALYSIS Nominal Punching Shear Capacity, <t>cVn(psi) Mat Punching Shear Usage, Vu / <fcVn 63.8 164.3 38.9%© Moment Transfer EffectiveFlexural Width, w, (in) Neutral Axis Depth (in) IVIAT REINFORCING MOMENT TRANSFER ANALYSIS Nominal Moment Transfer Capacity, <t>M,c.f (k-in) Pier Moment at Joint, Mm(k-in) Mat Moment Transfer Usage, O.SMut/OMs,,, 7.50 0.92 0.00 2,643.7 0.0%M Factored Moment, Mu(k-ft) IVIAT REINFORCING FLEXURE ANALYSIS - LOWER STEEL Flexural Steel Controlling Load DirectionNominal Flexural Capacity, <frMn (k-ft) Mat Lower Rebar Flexure Usage, Mu/OMn 80.40 219.91 Parallel to Pad Edge 36.6%M Rebar Cage Diameter (in) Strength Shear Reduction Factor, <t>y Steel Elastic Modulus, E(ksi)Strength Bending/Tension Reduction Factor, <)>b Strength Compression Reduction Factor, <)>c 27.75 29,000 0.9 0.75 0.65 Design Moment, Mu (k-ft) Nominal Moment Capacity, <t>bMn (k-ft) PIER REINFORCING MOMENT ANALYSIS Bending Reinforcement Ratio Pier Rebar Flexure Usage, Mu/ObMn 1.48 392.96 0.005 0.4%© Design Compression, Pu(k) PIER REINFORCING COMPRESSION ANALYSIS Nominal Compressive Capacity, <tipPn(k) Pier Rebar Compressive Usage, PU/IW, 173.54 1,734.76 10.0%0 Design Shear, Vu(k) PIER REINFORCING SHEAR ANALYSIS Nominal Shear Capacity, <t>,Vn(k) Pier Rebar Shear Usage, Vu/<t>^ 0.33 180.57 0.2%0 Task ID: 555324 Page 2 of 2 7/22/2024 19:09:31 Division of Professional Credential Processing 4822 Madison Yards Way Madison, WI 53705 Phone: (608) 266-2112 Fax: (608] 267-0592 Email; dspscredtrades@wi.gov Website: www.dsps.wi.gpv> ,,,\\ i'l ll"Jl '»', VI>1 !HI Certification, License, or Registration Card un !IJ| .OilijKj |j Below you will find your certification, license or registration card. This card serves as an additional piece of documentation oflicensure that may be carried on person. To view details about your credential or continuing education log into the eSLA portal where you can view your credential status or use the public lookup to verify the status of your CE. Wisconsin Department of Safety and Professional Services Jacobs Telecommuncjiations, Inc Credential ID; DC-032300347 Certification, License, or Registration Name Expires: Dwelling Contractor / |2025-03-20 Signature; Please review the information on the card. If errors or discrepancies are found, you may contact the Department at 608- 266-2112 or email DSPSCredTrades@wi.gov, and provide your ID number printed on the card. The Department should be notified of changes in addresses as they occur. Notfflcation of address changes is the responsibility of the credential holder. A renewal notice will be emailed to the email address on file 30, 60, and 90 days before expiration. Before the expiration date of each credential indicated on the card. Renewals are contingent upon compliance with the requirements specified in Wisconsin Administrative Code SPS 305. at&t Your World. Delivered. SITE NAME: CORNUCOPIA SITE ID: WIL03200 FA NUMBER: 10153735 USID: 123971 IWMJOB NUMBER: WSCHI0041798 22665 KASENA ROAD CORNUCOPIA, WI 54827 BAYFIELD COUNTY EXISTING 325' GUYED ERICSSON NETWORK MODERNIZATION PROJECT SUMMARY TOWER OWNER:ADDRESS: CONTACT:PHONE: SITE ADDRESS: CUSTOMER/APPLICANT: NAD83 LATITUDE: LONGITUDE: JURISDICTION: COUNPi': GROUND ELEVATION: OCCUPANCY T/PE: A.D.A. COMPLIANCE: CONSTRUCTION TYPE: GROUP: AMERICAN TOWER CORPORATION 10 PRESIDENTIAL WAYWOBURN.MA 01801DANIEL FLATLEY (781)926-4500 22665 KASENA ROADCORNUCOPIA, Wl 54827 AT&T WIRELESS95 W. ALGONQUIN ROAD ARLINGTON HEIGHTS, IL 60005 46° 48'59.04" N(46.816400*) 91' 05' 40.92" W (-91.094700') TOWN OF BELL & BAYFIELD COUNPi' BAYFIELD 1050'iAMSL UNMANNED FACILITY IS UNMANNED AND NOTFOR HUMAN HABITATION IIB u CODE COMPLIANCE ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCALGOVERNING AUTHORITIES. NOTHING IN THESE PIANS IS TO BE CONSTRUED TOPERMIT WORK NOT CONFORMING TO THESE CODES: CODE TYPE CODEWISCONSIN COMMERCIAL BUILDING CODEBUILDING/DWELLING IBC 2015 STRUCTURAL IBC 2015MECHANICAL IBC 2015 ELECTRICAL NEC 2017 CONTACT INFO. A&E FIRM: JACOBS TELECOMMUNICATIONS525 W. MONROE STREETSUITE 1600 CHICAGO, IL 60661 CONTACT: MICHAEL STREET PHONE; (315)2404776 AT&TCONSTRUCTION MANAGER: 95WALGONQUIN,ARLINGTON HEIGHTS, IL CONTACT: DEBBIE MACKENZIE PHONE: (563) 508-0508 AREA MAP 'cfs.Sss-Ti'aw""""~ >s -COnj.X-sia WIL03200 CORNUCOPIA -9 NO SCALE I fp am Km sxu LOCATION MAP WIL03200 CORNUCOPIA NO SCALE W UOA 3 20M COOOE CIVIL WORK TO BE COMPLETED FIRST PER AT&T. NOKIA GROUND EQUIPMENTSTAYS UNTIL ALL ERICSSON UP TOP IS DONE & INTEGRATIONIS SUCCESSFUL. CONTRACTOR TO VERIFY TEMPORARY SOLUTION WITHCONSTRUCTION MANAGER PRIOR TO BEGINNING OF PROJECT.THE PROPOSED PROJECT FOR THIS SITE INCLUDES: DRIVING DIRECTIONS DEPART 95 W ALGONQUIN RD ARLINGTON HEIGHTS, IL 60005 GET ON 1-90 W FROM IL-62 E 1. HEAD NORTHEAST 2. TURN RIGHT 3. TURN LEFT ONTO S RESERVE OR 4. TURN RIGHT ONTO IL-62 E 5. TURN RIGHT ONTO S ARLINGTON HEIGHTS RD 6. USE THE RIGHT LANE TO MERGE ONTO 1-90 W VIA THE RAMP TO ROCKFORD TOLL ROAD 7. MERGE ONTO 1-90 W TOLL ROAD 8. KEEP LEFT TO STAY ON 1-90 W TOLL ROAD 9.KEEP LEFT TO CONTINUE ON 1-39 N/l-90 W 10. KEEP LEFT TO CONTINUE ON 1-39 N/l-90 W/l-94 W 11. TAKE EXIT 1 08 A-B FOR 1-39 N TOWARD US51/PORTAGE/WAUSAU 12. CONTINUE ONTO 1-39 N 13. CONTINUE ONTO US-51 N 14. CONTINUE STRAIGHT ONTO US-51 N/ELM STREET 15. ;ONTINUE STRAIGHT ONTO US-51 16. CONTINUE STRAIGHT ONTO US-51 N 17. TURN RIGHT ONTO COPPER ST 18. TURN LEFT ONTO 1ST AVE S 19. TURN LEFT AT THE 1ST CROSS STREET ONTO SILVER ST 20. TURN RIGHT AT THE 1ST CROSS STREET ONTO 2ND AVE N/KOREAN WARVETERANS MEM HWV 21. AT THE TRAFFIC CIRCLE, TAKE THE 2ND EXIT ONTO US-2 W 22. KEEP RIGHT 23. TURN RIGHT ONTO STATE HWY 13 N/WI-13 TRUNK N 24. TURN LEFT ONTO ONDOSSAGON RD 25. TURN RIGHT TO STAY ON ONDOSSAGON RD 26. TURN LEFT ONTO WANNEBO RD 27. TURN RIGHT ONTO CHURCH CORNER RD 28. TURN LEFT ONTO COUNTY RD C PROJECT DESCRIPTION INSTALLCORRECT THE MOUNT SKEW FOR ALPHA SECTOR INSTALL (3) NEW NNHH-65C-R4 ANTENNASINSTALL (3) NEW NNH4-65C-R6-HG ANTENNAS INSTALL (3) NEW AIR 6472 B77G B77M ANTENNASINSTALL (9) NEW 10' ANTENNA MASTINSTALL (3) NEW 4494 814/B29 RRHSINSTALL (3) NEW 4490 B5/B12 RRHSINSTALL (3) NEW 4890 B25/B66 RRHSINSTALL (6) NEW 10- RRHS MASTINSTALL (6) NEW RRH BACK TO BACK BRACKETSINSTALL (1) NEW 606 DC TRUNK TO THE EXISTING DC9INSTALL A NEWVERTIV 7100 1000A W/ 58V CONVERTER POWERPLANT • INSTALL (9) NEW RECTIFIERS ; • INSTALL (7) NEW 58V CONVERTERS. INSTALL (8) 190AH BATTERIES IN THE NEW POWER PLANT• INSTALL THE NEWERICSSON BBUS IN THE EXISTING POWERPLANT REMOVE REMOVE THE EXISTING NNH4-65B-R6H4REMOVE THE EXISTING SBJAH4-1 D85B-DLREMOVE THE EXISTING S8NH-1D6565BREMOVE THE EXISTING NOKIA RADIOS REMOVE THE EXISTING NOKIA BBUSREMOVE THE EXISTING POWER PLANT REMOVE THE EXISTING ABSOLYTE BATTERY STACK DRAWING INDEX ISHEET # T-1 GN-1 C-1 C-2 C-3 C-4 C-4.1 C-5 C-6 C-7 E-1 RF-1 SHEET DESCRIPTION TITLE SHEET GENERAL NOTES AERIAL MAP SITE PLAN EQUIPMENT IAYOUT ELEVATION PLAN ANTENNA AZIMUTH PLANS EQUIPMENT DETAILS HANDRAIL MOUNT BRACKET (BY OTHERS) HOISTING GRIP ANCHOR KIT SITE DATA INPUT ANTENNA INFORMATION CHART & PLUMBING DIAGRAM REV. # A/E DOCUMENT REVIEW STATUS TITLE AT&T CONSTRUCTION MGR: JACOBS PM: RF ENGINEER: ZONING APPROVAL: SITE ACQUISITION: PROPERPi' OWNER: SIGNATURE DATE STATUS CODE: ACCEPTED: WITH OR NO COMMENTS, CONSTRUCTION MAY PROCEED NOT ACCEPTED: RESOLVE COMMENTS AND RESUBMIT ACCEPTANCE DOES NOT CONSTITUTE APPROVAL OF DESIGN, CALCULATIONS,ANALYSIS, TEST METHODS OF MATERIALS DEVELOPED OR SELECTED BY THESUBCONTRACTOR AND DOES NOT RELIEVE SUBCONTRACTOR FROM FULLCOMPLIANCE WITH CONTRACTUAL OBLIGATIONS, CALL DIGGERS HOTLINE CALL (800)242-8511 CALL 3 WORKING DAYSBEFORE YOU DIG! Jacobs Challenging today. Reinventing tomorrow. 525 W. MONROE STREET, #1600CHICAGO, IL 60681 at&t Your Worfd. Delivered. PROJECT NO:EPT6IL01 CHECKED BY; ISSUED FOR: PRWNDESCRIPTION 08/08/24 ww FOR CONSTRUCTIONl \\\\WW'!H//^£°S^/^)>--'-^^\ ^l/' KARLR. \^.KRAWA Vr= ;SE. A VIOLATION OF LAW FOR ANY PERSON,;SS THEY ARE ACTING UNDER THE DIRECTIONOF A LtCENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. SHEET NUMBER:T-I REVISION!0 PROJECT COMPLIANCE NOTES: 1. THE PROPOSED FACILIFl' WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE AND IS NOT FOR HUMAN HABITAT. (NO HANDICAP ACCESS IS REQUIRED). 2. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY AT&T TECHNICIANS.3. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL, UNLESS DURING EMERGENCY. 4. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED.5. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST AT&T SYSTEM GROUNDING STANDARDS. "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF LTE SITES AND WILL FOLLOW AT&T GROUNDING AND BONDING REQUIREMENTS FOR NETWORK FACILITIES AT&T DOC ID ATT-TP-76416 AND AT&T POLICY LETTER ATT-CEM-13002. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED DURINGCONSTRUCTION OPERATION. 7. THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 8. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM DRAWINGS PROVIDED BY THE APPLICANT REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY TURF VENDOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 9. NO ADDITIONAL PARKING IS PROPOSED. EXISTING ACCESS AND PARKING WILL BE USED.10. NO ADDITIONAL LANDSCAPING IS PROPOSED AT THIS SITE. 11. ALL COAXIAL CABLE/FIBER AND DC CABLE INSTALLATION IS TO FOLLOW MANUFACTURER'S INSTRUCTION. GREENFIELD GROUNDING NOTES: ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND ACPOWER GES'S) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDINGCONDUCTORS IN ACCORDANCE WITH THE NEC AND AT&T GROUNDING AND BONDING REQUIREMENTS FORNETWORK FACILITIES ATT-TP-76416 AND AT&T POLICY LETTER ATT-CEM-13002. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE SUBCONTRACTOR SHALL FURNISH AND INSTALLSUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND THE CONDUIT AND PROVIDE TESTING RESULTS. METALCONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRtCALLY CONTINUOUS WITH LISTEDBONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH MINIMUM #2 AWG COPPER WIRE ULAPPROVED GROUNDING TYPE CONDUIT CLAMPS. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. TINSTRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BEFURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. EACH CABINET AND FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREENINSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #2 TIN STRANDED COPPER FOR INDOOR/ROOFTOPAPPLICATIONS; #2 AWG SOLID TINNED COPPER FOR OUTDOOR GROUND CABINETS. CONNECTIONS TO THE GROUND BAR SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONSON OPPOSITE SIDE OF THE GROUND BAR ARE PERMITTED. (2) CONDUCTORS OF #2 AWG SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45° BENDS CAN BEADEQUATELY SUPPORTED. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESSCRIMPS; A MINIMUM OF (2) CRIMPS AND WINDOWLESS LUGS FOR OUTDOOR APPLICATIONS AND WINDOWED LUGS FOR INDOOR APPLICATIONS. GROUNDING RING. APPROVED ANTIOXIDANT COATINGS (I.E. CONDUCTtVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. MISCELIANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES. FRAMES AND SUPPORTS SHALL BE BONDEDTO THE GROUND RING. IN ACCORDANCE WITH THE NEC AND AT&T GROUNDING AND BONDING REQUIREMENTS FOR NETWORK FACILITIES ATT-TP-76416 AND AT&T POLICY LETTER ATT-CEM-13002. BOND ALL METALLIC OBJECTS WITHIN 6 FT. OF MAIN GROUND WIRES WITH1-#2 AWG TIN-PIATED COPPER GROUND CONDUCTOR. GROUNDS FOR INDOOR SITE EQUIPMENT SHALL BE LANDED ON THE APPROPRIATE SECTION OF THE CRGB ORHALO AS PER ATT-TP-76416 AND AT&T POLICY LETTER ATT-CEM-13002. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BEROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS, WHEN IT IS REQUIRED TO BEHOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE(E.G., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OFTHE METAL CONDUIT. ELECTRICAL INSTALLATION NOTES: ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. NEC AND ALLAPPLICABLE LOCAL CODES. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOTBLOCKED. WIRING, RACEWAY & SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STlZE CABLE TRAY RUNGS. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E., HOTS), GROUNDING AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH PROPER LABELING ID, 145 TYPE FIBER TAG, WITH UV RATED P-TOUCH LABEL , MINIMUM WIDTH OF 1/2". THEIDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH PLASTIC TAPE PER COLOR SCHEDULE. ALL EQUIPMENTSHALL BE LABELED WITH THEIR VOLTAGE RATING. PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITYRATING AND BRANCH CIRCUIT ID NUMBERS (I.E. PANEL BOARD AND CIRCUIT ID'S). PANEL BOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT 10 NUMBERS) SHALL BE CLEARLY LABELED WITHP-TOUCH LABELS ON 145 Tl'PE FIBER TAGS. THERE SHALL BE NO USE OF NYLON TIE CABLE FOR INDOOR USE. POWER, CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (#14 AWG ORLARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CIASS 8 STRANDED COPPER CABLE RATED FOR 90" C (WET & DRY) SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (#2 TIN STRANDED OR (WET AND DRY) OPERATION LISTED OR IABELED FOR THE LOCATION AND RACEWAY SYSTEM USED UNLESS OTHERWISESPECIFIED. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 AWG ORLARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS 8 STRANDED COPPER CABLE RATED FOR 90° C (WET AND DRY) ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE. COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMASAND BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75° C (90° C IF AVAILABLE). \, UL, ANSI/IEEE AND NEC. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E. RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT) OR RIGID NONMETALLIC CONDUIT (RIGID PVC,SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE. RIGID NONMETALLIC CONDUIT (I.E. RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OFHEAVY VEHICLE TRAFFIC. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATIONOCCURS OR FLEXIBILITY IS NEEDED. SCREW FITTINGS ARE NOT ACCEPTABLE. CABINETS. BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. W1REWAYS SHALL BE EPOXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS;SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER). EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPOXY-COATED SHEETSTEEL SHALL MEET OR B<CEED UL SO AND RATED NEMA 1 (OR BETTER) INDOORS OR NEMA 3R (OR BETTER) OUTDOORS. METAL RECEPTACLE. SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPOXY-COATED OR NON-CORRODING: SHALL MEETOR EXCEED UL S14A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS OR WEATHER PROTECTED (WP OR BETTER)OUTDOORS. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER)INDOORS OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS INACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. INSTALL PLASTIC LABEL ON THE METER CENTER TO SHOW'AT&T WIRELESS". PROJECT GENERAL NOTES 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING. THE FOLLOWING DEFINITIONS SHALL APPLY:TURF VENDOR- JACOBS TELECOMMUNICATIONSCONTRACTOR- GENERAL CONTRACTOR (CONSTRUCTION) OWNER- AT&TOEM- ORIGINAL EQUIPMENT MANUFACTURER 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TOFAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BEACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLECODES, REGULATIONS AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICESAND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALLCOMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILIPi' COMPANY SPECIFICATIONS AND LOCALJURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 4. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE ONLY. 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT,APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THEDRAWINGS. 6. "KITTING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY TURF VENDOR. ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITTING LIST SHALL BE SUPPLIED BYTHE CONTRACTOR. 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITHMANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 8. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS. THECONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALIATION FOR APPROVAL BY THE TURF VENDOR. 9. CONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT. POWER AND T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER. GROUNDING AND TELCO PLAN DRAWINGS. 10. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS. CURBS, LANDSCAPINGAND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THESATISFACTION OF OWNER. 11. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIALCABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY, ANTENNAS REMOVED SHALL BERETURNED TO THE OWNER'S DESIGNATED LOCATION. 12. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 13. CONSTRUCTION SHALL COMPLY WITH AT&T AND MANUFACTURER SPECIFICATIONS. 14. ALL ITEMS REMOVED FROM SERVICE ON SITES THAT HAVE AN AT&T ASSET TAG MUST BE LOGGEDBACK IN WITH AT&T. DO NOT SCALE DRAWINGS ALL DRAWINGS CONTAINED HEREINARE FORMATTED FOR 11x17.CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE ANDSHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITINGOF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. ABBREVIATIONS AND SYMBOLS: ABBREVIATIONS:SYMBOLS: AGL ABOVE GRADE LEVELBTS BASE TRANSCEIVER STATION(E) EXISTINGMIN. MINIMUM N.T.S. NOT TO SCALEREF REFERENCERF RADIO FREQUENCYT.B.D. TO BE DETERMINED T.B.R. TO BE RESOLVEDTYP T/PICAL REQ REQUIREDEGR EQUIPMENT GROUND RINGAWG AMERICAN WIRE GAUGE MGB MASTER GROUND BAREG EQUIPMENT GROUND BCW BARE COPPER WIRESIAD SMART INTEGRATED ACCESS DEVICEGEN GENERATOR IGR INTERIOR GROUND RING (HALO)RBS RADIO BASE STATION aj SOLID GROUND BUS BAR SOLID NEUTRAL BUS BAR SUPPLEMENTAL GROUND CONDUCTOR 2-POLE THERMAL-MAGNETIC CIRCUITBREAKER SINGLE-POLE THERMAL-MAGNETICCIRCUIT BREAKER CHEMICAL GROUND ROD TEST WELL DISCONNECT SWITCH METER GENERAL NOTES u Jacobs Challenging today. Reinventing tomorrow. 525 W. MONROE STREET, #1 600CHICAGO, IL 60661 at&t Your World. Delivered. PROJECT NO;EPT6IL01 CHECKED BY: ISSUED FOR; ElRVWtDESCRIPTION 08/08/24 ww FOR CONSTRUCTIONl ^^^/^"'"""^f^>. £./" .KARLR: \Ar/ KRAWA \'sr= iKi FTJ&A VIOLATION OF LAWFORANY PERSON,UNLESS THEY ARE ACTING UNDER THE OIRECTtOH SHEET NUMBER:GN-1 REVISION;0 »"•;• - .-\•vf ^ '" " V ^»*f* •('»' ^ AERIAL MAP Jacobs Challenging today. Reinventing tomorrow. 525 W. MONROE STREET, #1600 CHICAGO, IL 60661 at&t Your World. Delivered. I'] II iW |i'ill' il w! Ir' !1// r-i mr^ ^0^ f^S'1 r<~>C^1 LO T-l ^-10s C/3 <^£5fc p^00pI00 r~~c^00^1'0^rt1§^50sg^0s*0?!o s 502pw C-.1 0 PROJECT NO:EPT6IL01 CHECKED BY: ISSUED FOR; PRWN DESCRIPTION 08/08/24 ww |FOR CONSTRUCTIONl ^/' KARLR. \^.KRA-UNA \w;)06 1^.^..^A'%'.^^x.^w^ rr^e A VIOLATIOH OF LAWFOR ANY PERSON,:SS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER TMtS DOCUMENT. SHEET NUMBER: C-l REVISION;0 EXISTING-GENERATOR ONCONCRETE PAD EXISTING CHAIN-LINKSECURIPl' FENCE • 32'-0"+ FENCED COMPOUND • EXISTING DOUBLE SWING ACCESS GATE -X—X—X—i<—X—X—i(- ^ EXISTING EQUIPMENTPLATFORM(OTHER CARRIER) ^ '•t' ...? EXISTING LP •TANK ONCONCRETE PAD •EXISTINGGENERATOR ON CONCRETE PAD —7 •:-'••"•" •;•' EXISTING SINGLESWING ACCESS GATE EXISTING UTILITYH-FRAME Qsg!J,+'s°00 NOTE:THIS SITE DESIGN HAS BEEN PREPARED WITHOUT THEBENEFIT OF AN AS-BUILT SURVEY. THE INFORMATION SHOWNIS NOT BASED ON AN ACTUAL FIELD SURVEY. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS. ALLMEASUREMENTS SHOWN HEREON WERE NOT FIELD VERIFIED,AND SHALL BE VERIFIED BY CONSTRUCTION MANAGER PRIOR TO BEGINNING CONSTRUCTION. THIS PLAN WAS CREATEDBASED ON INFORMATION GATHERED FROM PREVIOUSDRAWINGS, AERIAL IMAGING, AND OTHER ONLINE INFORMATION. CONTRACTOR TO FIELD VERIFY ALLDIMENSIONS SHOWN HEREON. CONTRACTOR TO VERIFY ALL PROPOSED ANDEXISTING ANTENNAS, MOUNTS AND CABLES WERECONSIDERED AND PASSED A STRUCTURAL ANALYSIS PERFORMED BY A LICENSED ENGINEERPRIOR TO INSTALLATION. •EXISTING 325'GUYED TOWER •EXISTING AT&T ICE BRIDGE FINAL CABLE CONFIGURATION:(2) #8 AWG DC TRUNKS,(1)#6AWGDCTRUNK, (1) 18 PAIR FIBER TRUNK,(1) 24 PAIR FIBER TRUNK, (1) #6 AWG DC TRUNK @ 315'± EXISTING CABLING TO BE REMOVED: ALL EXISTING 1-5/8" COAX LINES z30 000 SITE PLAN 11"x17" SCALE: 1/8" =1'-0" 22"x34" SCALE: 1/16" =1'-0' Jacobs. Challenging today. Reinventing tomorrow. 525 W. MONROE STREET, #1600CHICAGO, IL 60661 at&t Your World. Delivered. PROJECT NO:EPT6IL01 CHECKED BY:KRK ISSUED FOR: PRWMDESCRIPTION 08/08/24 ww |FOR CONSTRUCTION] ^€?^^ /' KARL R. \ ^^ KRA-UNA W= .E-4/D06 j^l ?A K"...,^Si^/-m !TJ5 A ViOLAWH OF LAW FOR ANY PERSON.iNffESS THEY ARE ACTING UNDER THE DlRECTtOHOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER TH!S DOCUMENT. SHEET NUMBER: C-2 REVISION:0 INSTALL• INSTALL A NEW VERTIV 7100 1000A W/ 58V CONVERTER POWER PLANT • INSTALL (9) NEW RECTIFIERSINSTALL (7) NEW 58V CONVERTERSINSTALL (8) 190AH BATTERIES IN THE NEW POWER PLANT • INSTALL THE NEW ERICSSON BBUS IN THE EXISTING POWER PLANT REMOVE• REMOVE THE EXISTING NOKIA BBUS • REMOVE THE EXISTING NOKIA RADIOS• REMOVE THE EXISTING POWER PLANT REMOVE THE EXISTING ABSOLYTE BATTERY STACK EXISTING ACCESSDOOR (Tl'P) FINAL CABLE CONFIGURATION:(2) #8 AWG DC TRUNKS, (1) #8 AWG DC TRUNK,(1)18 PAIR FIBER TRUNK,(1) 24 PAIR FIBER TRUNK,(1) #6 AWG DC TRUNK @ 315'± EXISTING CONCRETESTOOP (TCP) EXISTING AT&TFIBER SLACK BOXMOUNTED TO EXISTING ICE BRIDGE POST EXISTING GPSANTENNA (TYP)EXISTING AT&T ICEBRIDGE (TYP) EXISTING CABLING TO BE REMOVEDALL EXISTING 1-5/8" COAX LINES EXISTING AT&TTELCO BOARD EXISTING AT&TA/C PANEL EXISTING AT&T BATTERY RACK(TO BE REMOVED)EXISTING AT&TFIF RACK EXISTING AT&TFIF RACK EXISTING AT&TCABLE PORT (T/P) EXISTINGGENERATOR ROOM EXISTING OVERHEADCABLE TRAY pYP)SWAP EXISTING POWER PLANT W/NEW VERTIV 7100 1000A W/ 68V CONVERTER POWER PLANTINSTALL(9) NEW RECTIFIERS &(7) NEW -58V CONVERTERS &(8) 190AH BATTERIES & ALL NEW ERICSSON BBUS NOTE:REMOVE EXISTING NOKIA BBU EQUIPMENT AFTER CUTOVER ISCOMPLETED EXISTING AT&TCABINET EXISTING RRH40-850RRH's TO REMOVED 28'-0"± AT&T EQUIPMENT SHELTER EQUIPMENT LAYOUT 11"X17"SCALE:3/8"=1'-0" 22"x34" SCALE: 3/16" =1'-0" Jacobs Challenging today. Reinventing tomorrow. 525 W. MONROE STREET, #1600 CHICAGO, IL 60661 at&t Your World. Delivered. I! W'W !1 H MM18 Q 002I§p-1 PROJECT NO:EPT6IL01 CHECKED BY:KRK ISSUED FOR; PRWNDESCRIPTION 08/08/24 ww FOR CONSTRUCTIONl .? :•••_^/ KARLR. \^.=~W KRATOMA '»'"'=KRA- .E-4 •NA W; '06 <L.=5'S,»^. AJ* '^'s^^ '"?UNLESS; A ViOLATtON OF LAW FOR AMY PERSON,:SS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER.TO ALTER THIS DOCUMENT. SHEET NUMBER; C-3 I REVISION;0 THESE DRAWINGS DO NOT REPRESENT THE STRUCTURAL INTEGRIFl' OF THE TOWER.THE ANTENNAS SHOWN ARE SCHEMATIC AND DO NOT REFLECT THE ACTUAL CONFIGURATIONS REQUIRED. JACOBS HAS NOT PERFORMED A STRUCTURALANALYSIS OF THE TOWER. CONTRACTOR TO REFER TO ANALYSIS BY OTHERS. ANYMODIFICATIONS TO THE TOWER OR FOUNDATION NEEDED SHALL BE PERFORMED PRIOR TO THE INSTALLATION OF EQUIPMENT SHOWN ON THESE DRAWINGS.THE CONTRACTOR SHALL REFER TO THE STRUCTURAL ANALYSIS OF THIS TOWERSITE FOR THE APPROVED LOCATION AND CONFIGURATION OF ALL ANTENNAS. ALL ANTENNAS MUST BE MOUNTED IN STRICT ACCORDANCE WITH THE STRUCTURALANALYSIS.CONTRACTOR TO VERIFY ALL HEIGHTS AND AZIMUTHS PRIOR TO BEGINNING CONSTRUCTION, AND NOTIFY ENGINEER WITH ANY DISCREPANCIES.REFER TO STRUCTURAL ANALYSIS TO DETERMINE FEEDLINE PLACEMENT. 4-TOP OF STRUCTURE ^ ELEV. = 345'-0" ELEV. = 325'-0" TOP OF TOWER EXISTING ANTENNAS(OTHER CARRIER) -^ -^ AT&T ANTENNA TIP HEIGHT ELEV= 282'-0" (P)&(E) AT&T ANTENNAS RAD CENTER = 278'-0" ^GROUND ELEV. = O'-O" AGL EXISTING GUY WIRE fTYP) FINAL EQUIPMENT CONFIGURATION:(1) EXISTING DC-6 SURGE ARRESTOR (1) EXISTING DC-9 SURGE ARRESTOR(9) PROPOSED ANTENNAS(9) PROPOSED RRH's(6) PROPOSED RRH DUAL MOUNT BRACKETS (1) PROPOSED HOISTING GRIP ANCHOR KITATTACHED TO TOWER LEG FINAL CABLE CONFIGURATION: (2) #8 AWG DC TRUNKS,(1)#6AWGDCTRUNK,(1)18 PAIR FIBER TRUNK, (1) 24 PAIR FIBER TRUNK,(1) #6 AWG DC TRUNK @ 315't EXISTING CABLING TO BE REMOVED: ALL EXISTING 1-5/8" COAX LINES EXISTING AT&TEQUIPMENT SHELTER EXISTING FENCE (TYP.) 16'32' I-S":?K'Si;^'lKE4-['i'?y%%i TOWER ELEVATION 11"x17" SCALE: 1/16" =1'-0" I 22"x34" SCALE: 1/32" = 1'-0" Jacobs. Challenging today. Reinventing tomorrow. 525 W. MONROE STREET, #1600CHICAGO, IL 60661 at&t Your World. Delivered. •^ LO^ r<1C7\ [^S^ fQ<N in PROJECT NO:EPT6IL01 CHECKED BY:KRK ISSUED FOR; PRVW<DESCraPTION 08/08/24 ww FOR CONSTRUCTIONl ^^"^^^^/"' KARLR. \3. ='"'/ KRA"UNA \w= \E-^06. ^..Z?fi?'^l¥?S"y^^s''^"'s^yw/?^ fTj5 A VtOLATtOH OF LAW FOR ANY PERSON.INE^SS THEYAREACTtHG UNDER THE DiRECTION SHEET NUMBER; C-4 REVISION;0 (ALPHA)0° AZIMUTH (1) EXISTING DC-6 SURGEARRESTOR TO REMAIN ALL EXISTING RRHs & ASSOCIATEDMOUNTING HARDWARETO BE REMOVED fTYP. ALL SECTORS) C4 (1) EXISTING SBNH-1D6565B ANTENNATO BE REMOVED (PCP. PER SECTOR) (GAMMA)240'AZIMUTH (1) EXISTING DC-9 SURGEARRESTOR TO REMAIN (1) EXISTING SBJAH4-1D658-DL ANTENNA TO BE REMOVED (T|'P. PER SECTOR) (1) EXISTING NNH4-65B-R6H4TO BE REMOVED (TVP. PER SECTOR) N^[B-£T o' r 2' NOTE:ALL DIPLEXERS/TMA'S & ASSOCIATEDMOUNTING HARDWARE TO BE REMOVED. EXISTING ANTENNA AZIMUTH PLAN 11"x17" SCALE: 3/16" = 1'-0" 22"x34" SCALE: 3/32" =1'-0" I NOTE:CONTRACTOR TO UPDATE THE EXISTINGANTENNA MOUNT WITH PROPOSED MODIFICATIONS PER MOUNT MODIFICATIONREPORT BY JACOBS TELECOMMUNICATIONS,INC. DATED 05/22/24. REFER TO REPORT FOR ADDITIONAL REQUIREMENTS. NOTES:ALL STRUCTURALWORK IS TO BECOMPLETED PRIOR TO RF WORK STARTING. CONTRACTOR TOENSURE THAT THERE IS NO ANTENNA SKEW. NOTE: FOR THE INSTALLATION OF THE RRHS, INSTALLNEW 2.0 STD (2.375" OD) x 120" LONG RRH PIPESWITH ANGLE BRACKETS (SITEPR01 PART NO. HMB-A OR APPROVED EQUIVALENT) AND/OR',,"0 U-BOLTS FOR THE INSTALLATIONMOUNTED ON NEW COMMSCOPE RR-FA2 RRHMOUNTING BRACKET OR APPROVED EQUIVALENT. DO NOT EXCEED MOUNTING MORETHAN 2 RRH's PER PIPE. NOTE: FOR THE INSTALLATION OF THE ANTENNA, INSTALLNEW 2.0 STD (2.375" OD) x 120" LONG RRH PIPES W/CROSSOVER BRACKETS (SITE PRO PARTS SCX1-K,OR APPROVED EQUIVALENT) AND/OR V,"0 U-BOLTS FOR INSTALLATION TO THEMOUNT FACE MEMBERS. (ALPHA)0' AZIMUTH ROTATE EXISTING SECTOR MOUNT TO ACHIEVE FINAL A21MUTH (1) EXISTING DC-6 SURGE —-ARRESTOR TO REMAIN INSTALL (1) NEW 4494 B14/B29 RRH &(1) NEW 4890 B25/B66RRH(TCP PER SECTOR) INSTALL (1) NEW NNH4-65C-R6-HG ANTENNA(TCP PER SECTOR) .(.GAMMA)_.. (1) EXISTING DC-9 SURGE2W AZIMUTH • 'ARRESTOR TO REMAIN(TYP OF 2) INSTALL (1) NEWAIR6472 B77G B77M(n'P PER SECTOR) INSTALL (1) NEW 4490 B5/B12 RRH(TCP PER SECTOR) INSTALL (1) NEW NNHH.65C-R4 ANTENNA(rrp PER SECTOR) 0' 1' 2' 4' PROPOSED ANTENNA AZIMUTH PLAN 11"x17" SCALE: 3/16" =1'-0" I122"x34" SCALE: 3/32" = 1'-0" I Jacob& Challenging today. Reinventing tomorrow. 525 W. MONROE STREET, #1600 CHICAGO, IL 60661 at&t Your World. Delivered. V'H \'! \W V, 111! l^liiVJIOid (;()./()! Ill 1(1 IJOt)' PROJECT NO:EPT6IL01 CHECKED BY:KKK ISSUED FOR: PRWMDESCRIPTION 08/08/24 ww FOR CONSTRUCTIONl 5L/" KARLR. \AKRABNA Vw'= 106 • in- —|^ W^H, '%€%/" !T^ A VtO-UN^SSTHEIVIOLATION OF LAW FOR ANY PERSON,THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER.TO ALTER THIS DOCUMENT. SHEET NUMBER: C-4.1 REVISION;0 MOUNT ANTENNA INACCORDANCE WITH MANUFACTURER'SRECOMMENDEDPROCEDUREDETAIL FOR MOUNTING PURPOSES ONLY.NOT ALL MEMBERS SHOWN EXISTING PIPE MOUNT MOUNT BRACKETS. INSTALL PER MFG. SPECS. PROPOSED ANTENNA PROPOSED JUMPER CONNECTION, (T('P) MAINTAIN MIN. BEND RADIUS,PER MANUFACTURER'S SPECIFICATIONS ANTENNA MOUNTING DETAIL | SCALE: NTS I 1 PROPOSED MOUNT PIPES PROPOSED-MOUNT ASSEMBLY ^^.jBt EXISTING UPPER ARM PROPOSED DOUBLE RRHBRACKET PROPOSEDMOUNT ASSEMBLY EXISTING LOWER ARM PROPOSED RRHs D SURGE PROTECTOR & RRHS LAYOUT | SCALE: NTS I 6 PARTS LIST ITEM I 1 2 3 4 5 QTf 1 4 8 8 8 PART NO. SCX 1 X-UB1212 G12FW G12LW G12NUT PART DESCRIPTION CROSSOVER PLATE 1/2" X 2-1/2" X 4-1/2" X 2" U-BOLT (HDG.) 1/2" HOG USS FLATWASHER 1/2" HDG LOCKWASHER 1/2" HDG HEAVY 2H HEX NUT LENGTH UNIT WT. 3.71 0.63 0.03 0.01 0.07 TOTAL WT. S NET WT. 3.71 2.50 0.27 0.11 0.57 7.16 2-3/8" O.D. ANTENNA PIPE(ORDERED SEPARATELY) 2-3/8" 0.0. ANTENNA PIPE(ORDERED SEPARATELY) SITEPR01 SCX1-K SCALE: NTS NOT USED SCALE: NTS I 4 NOT USED I SCALE: NTS| 7 NOT USED SCALE: NTS NOT USED SCALE: NTS NOT USED SCALE: NTS| 8 Jacobs Challenging today. Reinventing tomorrow. 525 W. MONROE STREET, S1600 CHICAGO, IL 60661 at&t Your World. Delivered. PROJECT NO:EPT6IL01 CHECKED BY:KSK ISSUED FOR; PRWMDESCRIPTION 08/08/24 ww FOR CONSTRUCTIONl ^/^ KARLR^ '\^V KRAWA \^=T^E-47506 , LIIX Wwfn/M3A '^^"^S€%/c!/» ~"/.UNPESEA ViOLATtON OF LAW FOR AMY PERSON, >S THEY ARE ACTING UNDER THE DIRECTIONOF A UCEHSED PROFESSIONAL ENGINEER,TOALTERTHtS DOCUMENT. SHEET NUMBER: C-5 REVISION;0 & 11 /- &- ij/ PARTS LIST ITEM 10 11 12 QTY 16 •16 PART NO. X-99471 X-25266 X-LDC X-UB1212 G1205 G1202 G12112 X-LDA G12NUT G12FW G12CW G12LW PART DESCRIPTION 1/4" x 8" FLAT STOCK (A36) 2 1/2" X 21/2" x 1/4" ANGLE (A36) LINDAPTER TYPE C 1/2" X 2-1/2" X 4-1/2" X 2" U-BOLT (HDG.) 1/2" x 5" HDG HEX BOLT GR5 FULL THREAD 1/2" x 2" HDG HEX BOLT GR5 1/2" x 1-1/2" HDG HEX BOLT GR6 LINDAPTER TYPE A SHORT TAIL 1/2" HDG HEAVY 2H HEX NUT 1/2" HDG USS FLATWASHER 1/2" CLIP WASHER (GALV.) 1/2" HDG LOCKWASHER LENGTH Bin Sin 2 In 2 In 11/2 In UNITWT, 4.37 2.62 0.55 0.63 0.33 0.18 0.16 0.13 0.07 0.03 0.03 0.01 TOTAL WT.# NET WT. 8.73 5.23 2.20 1.25 1.30 0.70 0.59 0.54 1.15 0.14 0.13 0.22 22.08 ^ /^fr/ JOTE:FOR 1/8" & 3/16" THICK ANGLE USE "X-LDA" FOR 1/4" THICK ANGLE USE "X-LDA" & "G12CW" DETAIL A !>^.\EXISTING ANGLEHANDRAIL MOUNTING PIPEORDERED SEPARATELY LJ TOLERANCE NOTES TOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE: SAWED, SHEARED AND GAS CUT EDGES ft 0.030")DRILLED AND GAS CUT HOLES (± 0.030")- NO CONING OF HOLESLASER CUT EDGES AND HOLES ft 0.010') - NO CONING OF HOLESBENDS ARE ± 1/2 DEGREE ALL OTHER MACHINING (±0.030")ALL OTHER ASSEMBLY ft 0.060") PROPRIETARY NOTE:TOE DATA AND TECHNIQUES CONTAINED IN THIS DRAWING ABE PROPRIETARV INFORMATION OF VALMOHTINDUSTRIES AND CONSiDEHEO A TRADE SECRET. ANY USE OR DISCLOSURE WTTHOUT THE COHSEMT OFVALWOHT IHDUSTSIES IS STRICTLY PROHlBn-ED. DESCRIPTION HANDRAILMOUNT BRAKET(ANGLE) CPD NO. ICLASS 81 SUB 01 DRAWN BY CEK 1/21/2011 DRAWING USAGE CUSTOMER ENG. APPROVAL CHECKED BY BMC 2/10/2011 Engineering Support Team:1-888-763-7446 AvaImontVflBNKNf (canons:New York, NYAtlanta. OALos Angeles, CAPlymouth, INSalem, OR Dallas, TX PART NO.HMB-A DWQ. NO.HMB-A HANDRAIL MOUNT BRACKET (TOTAL COMPONENT DESIGN)I SCALE: NTS| 1 Jacobs Challenging today. Reinventing tomorrow. 525 W. MONROE STREET, #1600CHICAGO, IL 60661 at&t Your World. Delivered. n r, 11 vi •^ U-)t^- enC> [^c<~i Cr~lCv| U-) Q^ GO <^^> h PROJECT NO:EPT6IL01 CHECKED BY: ISSUED FOR; 08/08/24 ww DESCRIPTION FOR CONSTRUCTIONl uNeessA VIOLATION OF LAW FOR ANY PERSON,3S THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL EHGJNEER,TO ALTER THIS DOCUMENT. SHEET NUMBER: C-6 REVISION:0 SITEPR01 PARTS CHB-DCP2 PARTS LIST ITEM I 1 2 3 4 5 6 QTl' 2 2 2 4 4 4 PART NO. DCP X-TOAB-BPL G58R-8 G58FW G58LW G58NUT PART DESCRIPTION 1/2" THICK, 5-3/4" CENTER TO CENTER CLAMP HALF TIE-OFF ANCHOR BRACKET BENT PLATE 5/8" X 8" THREADED ROD (HDG.) 5/8" HDG USS FLATWASHER 5/8" HDG LOCKWASHER 5/8" HDG HEAVY 2H HEX NUT LENGTH 8 1/8 In 2 in 1/8 in UNIT WT. 2.36 0.83 0.70 0.07 0.03 0.13 TOTAL WT. # NET WT. 4.72 1.66 1.39 0.28 0.10 0.52 8.69 1.9"0T04.5"0ROUND MEMBERS ORDERSEPARATELY ROUND LEG CONNECTION 2" TO 3-1/2" 90° ANGLE LEGS FLIP FOR ANGLE CONNECTION ANGLE LEG CONNECTION FINISH;HOT DIP GALVANIZED HOISTING GRIP ANCHOR KIT DETAIL I SCALE: NTS| 1 DETAIL NOT USED SCALE: NTS Jacobs. Challenging today. Reinventing tomorrow. 525 W. MONROE STREET, #1600CHICAGO, IL 60661 at&t Your World. Delivered. PROJECT NO;EPT6IL01 CHECKED BY:KRK ISSUED FOR: PRWNDESCRIPTION 08/08/24 ww IFOR CONSTRUCTIONl .^/' KARLR. \ '^KRApNA \^i ,E-^06 ,J^|S ^ /SV^0R^H //ffjs fTJS A ViOLAWN OF LAW FOR AMY PERSON,UNffiSS THEY ARE ACTING UNDER THE DIRECTION SHEET NUMBER: C-7 REVISION;0 :^iWM?iNeOT.weRl'BB8B^NOi^l»ireFcaffiB^Tiw*tkmoB ~46V PRIMARY VOLTAGE DC PLANT SPECIFIEDmWC EQUIPMENT tOAD: 0 WATTS-WWC EQUIPMENT LOAD; 1200 WATTS •58VOC EQUtPMENT LOAD: 10230 WATTS ESTtMATEO SITE MAK AC IQAD (AMPSy ESTIMATE 200A SERVICE SUFFICIENT NO SECONDAKY 58V LOADS - DC CONVERTER SYSTEM NOT REQUIREO I 246 AMP!? ESTIMATED CAPACITY REQUIREDTOTAL PRIMARY 48V LOAD;ON SrrE AC GENERATOft CAPACin';ESTIMATE GENSET CAPACITy SUFRCIEHT DC PLANT! V.rtlv STD •IIWC HllSum 7H» Plul IDWAw.StV CONV RECOMMENDED EHV1RO SYSTEM;-HVReCTH6R$ REQUIRED (N»l):|-48V RECT1HER SLOTS;! 17 SPECIFIED EHV1ROMENTA1. SYSTEM; ESTIMATE SUFFICIENT HVAC CAPAcmCONV. npE; UNIVERSA1. SLOTS. WGHTa RECT SlOT8raHEU= CAN BE USED FOR CONV-58V CONVERTERS REQUIRED: ESTIMATED BArTERV RESERVE TIME2190 AH 48V STRINGS •[ m |HOURS|"'(ON-SffE GENERATOR .2 HOUR MINIMUM) I STEP l! ENTER QUANTITjES OF EQUIPMENT aOC PPERATINO VOLTAGE:KOTR LOAD VAIUK5 1-OKAT'fY fc^WT^fcNl fA'i Uh: 1>S LOADWLUeS ARE HIGHlffiHTED IN B^GHTyEll.OV/TX RFAMP {MCPAorSCPA} EQPT. STEP 2: ENTER DC PLANT TVPE FROM DROP.OOWH MENU:I.TE40 & Muttl-Sttt EQUIPMENT 0 lAndrew (12 mtxhfie mcpa FRAME)QTY | VVOVT lUSERSPECiFiED OC EOUiPMEHTI VOiTAOELTE <0 & UuW^td EQUrMEHT fttEHERKT+2-)Vof-48VOGPLAmCW<?^l£CTEOFORMYMAKUFACTUFtER-8DCPLWT1 0 lEficssonLTEIRBSSSOIBBU.IDUt.A.LU 9926 LTE B8U (w/max 3 eCEM^i)0 lEricsson LTC RB56W1 BBU - 2 DULVertiv STO -49WC NetSur»7100 Plant lOOOAw.SSV CONV NoMa FShM Chassis (I.TE^MIA, ASEAx3, ABlAi(3)Ericsson V//CDMA RBS6601 -1 WW-48V PRIMARY DC PLANT SPECfFfED NoUa FSM-4 Chassis (5Q- AMIA, ASB<x3, ABBjd)Pcwsmaw 12 mtxMe mcpa FRAME)(DC PLAHT COWFtGURATION CAM BE REVEWED ON DCPLAMTWORKSHEET)Ericsson LTE RBS6G01 BBU. 1CUS NcAia FSM-4 Cha&sb (C^AH-AMIA, ASBjS. ABtOri)STEP 2A: THIS STEP ONLY SHOWN IF "GENERIC" DC PLANT PLANT TYPE HAS BEEN SELECTED:Ericsson LTC F18S6601 BBU - 2(HJS Xl 125 Watt DAB SCPA ModuteSTEP 38; THIS STEP ONLY SHOWN IF TYCO GPS2424 DC f>LANT PLAWT TYPE HAS BEEN SELECTED:;Ct 125 Watt DAC SCPA ModUa STEP 3; 00 YOU WANT TO CONFIGURE A STANDARD STAND-ALONE DC CONVERTER SYSTEM?NOTE; F YOU SELECT 'V WY WTEGFWEO DC PLANT CONVERTER OFT10MS WU. BE BYPASSED ANCILLARY CELL SITE EQUIPMEWT W.U MPR-9500 Wfl Senlni Swlcll . MSS TOTAL USER SPECIFIED WATTS A-lu MPR-&500 MW Ouyoor Urat - ODU ^Lu MPR-9500 MW MPT^L (Iwfoor)STEP 4; ENTER INDOOR SITE BU1LDIHG/SHELTER DATA: (Square footaga u*»d for Intnrior AC Bghfing LOAD calculation) SEUECT sme EHCI.OSURE TYPE & StZE^USER SPECIFIED AC EQUIPMENTCisco 153)0 EOS (SONET) MUX Cisco 16454 MSP (MW Ring ConRfl,) STEP S; EHTCR SITE HVAC 8YSTCM DATA: ^^^ttl?^'1'?]?6-'?^SPECIFY IHOtVIOUAl. Coating UNmCNTUt:SPECIFV INDIVIDUAL Cooling UWT/CNTLR;SPECIFY tNDfVIDUAL Coollns UHfr/CWUl: SPECIFV INDtVlDUAL Cooltnfl UNtT/CNTLR!SPECtFV INOtVlDUAL Coollnfl UNinCMTLR;GENERK! Tower UgWng (DC)TOTAL USER SPECIRED KVASPECtUf INDIVIDUAL Cooling UOT/CNTLR; AHE THERE SITE HVAC HEATING UHrrs?! N ESTIMATED HVAC «EQUIREMEHT;| 3-TOHS COOUHQ |TOW. SPECIRED SITE HVAC;| •-TONS | AifScalfl Dual Band B2SW6 AHRS AirScala Dual Band 812/14 AHLBA toScale Dual Band KSfZS AHBCBIF N6KtGen_wtlh_GBn_Controi tS SELECTED USER NEEDS TO VEFtlFT GENERATOR RUN AUWMIS WIRED THROUGH SMART CONTROLLER.DC LOADS FOR SHE1.7ER ENVlROMENTAt SYSTEMS ARE AUTOMATICLY ABOED 70 THEDC PLANT LOAD Commscope 48v/24v DC Conv (PS<;WfV-48-24) AIrScaSeTribandBI&'B 14/829 AHl-BBA STEP 6: ENTER SffE STATIONARY GENERATOR DATA:ACorpC:LAC I OENERATpRStaE(KW>;j 50GENSET CAPACmf SUFFICIENTDOES SITE HAVE A STATIONARY GENERATOR?ESTIMATED CAPACITY REQUIRED; AErScaifl (Micro) n77 AWHW STEP 7; ENTER SfTE BATTERY CONFIGURATfOH DATA:SELECT SMGUE STRING BATTERY CAPACFTf (AH): SPECIFY TOTU OUAHTOY OF BATTCRV STmNOS:TOTAL srre aATiERY cApAcmr (AH): AkSmh DB MM n77/3,45 GHz AOQO* NOTE; STANDARD BATTERY CAPACtTY HAS BEEN SPECIFIED HOT&12VOLTMONOBLOa<aArTBUES-4t^twie»per^SVS^ ESTWATEDBATIERyRE5ERVET«,]E;| 2.2 |HOUR» | (51TEGENSE7) | . SrTES WITH STATIONARY GENSETS- Equipped with Vertiv [>C Plant (NECL20068) equipped wilh 200 amp Battery disconned breakers sha!) rec^vo no gtealer thart 2shehcs of ISO AH balleriea. . M other k>cat»ons with kyaey DC piants (tyFicaay equipped with batteiy diacwwact breakers <200 amps) shall recede no yealer than 3 shetvss oHM AH bsllwtes ML SITES WITHOUT A STATIOtNARY GENSET- Shatl be engineef&d whh 4 hours of battery resfenw WR M84 B77 Dt?0 (Mt9 * &449 In singSa mounl} SnTE POWER CAICULATIOH TOOL - VERSION 6^9. February 7. 2024ANY QUESTIONS PLEASE CONTACT HICK BADGERO (RBtt20eATT.COM)RRU 4467 lill Dual &biln»,45Gta RRU 4408 3.45 GHz Mca Radio SITE DATA INPUT I SCALE: NTS| 1 Jacobs. Challenging today. Reinventing tomorrow. 525 W.MONROE STREET, #)600CHICAGO, IL 60661 at&t Your World. Delivered. in)TTI !U/ ''•lyi'OKI (;(}. /Onljnj |J;:r)i QLOt^- mCT\sn ^r^l m M u PROJECT NO:EPT6IL01 CHECKED BY: ISSUED FOR; &RWN DESCRIPTION 08/08/24 ww FOR CONSTRUCTIONl .g^/ KARLR. \^KRAT^NA VK'=SSu/fel%^^W J^'^'S'^.Z.../-^'^' IT^AiNff^SS -; A VIOLATION OF LAWFOR ANY PERSON,:SS THEYAREACT1NG UNDER TOE DIRECT10MOF A UCENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMEMT. SHEET NUMBER: E-l REVISION:0 ANTENNANUMBER A1 A2 A3 B1 B2 B3 G1 G2 G3 #8AWG DC TRUNK CABLES SHALLALWAYS BE USED FOR SINGLE BANdRRH'S &#6AWG DC TRUNK CABLESSHALL ALWAYS BE USED FOR DUAL BAND & CBAND/DoD RRH's ANTENNAMODEL NNHH-65C-R4 (96"x19.6"x7.8") (99.2 LBS) AIR 6472 B77G B77M (36.3"x15.S"x7.4") (86.9 LBS) NNH4-65C-R6-HG |96"x26.2"x9.3") (144.4 LBS) NNHH.66C-R4 (98"x19.6"x7.8"| (99.2 LBS) AIR 6472 B77G B77M (36.3"x15.8"x7.4") (86.9 LBS) NNH4-65C-R6-HG (96"x25.2"x9.3") (144.4 LBS) NNHH-65C-R4 (96"x19.6"x7.8"| (99.2 LBS) AIR 6472 B77G B77M (36.3"x15.8"x7.4") (86.9 LBS) NNH4-65C-R6-HG (96"x25.2"x9.3"| (144.4LBS) ANTENNA VENDOR COMMSCOPE ERICSSON COMMSCOPE COMMSCOPE ERICSSON COMMSCOPE COMMSCOPE ERICSSON COMMSCOPE lAZIMUTHi 120' 120° 120° 240° 240° 240° ANTENNA CENTERLINEFROM GROUND 278'-0" 278'-0" Z78'-0" 278'-0" 278'-0" 278'-0" 278'-0" 278'-0" 278'-0" TMAS, RRH's, DIPS MODEL (1)4490B6/B12 RRH's INTEGRATED INTOANTENNAS (1)4494814/829(1)4890825/866 (1)4490B6/B12 RRH's INTEGRATED INTOANTENNAS (1)4494B14/B29(D4890B26/B66 (1)4490B5;B12 RRH's INTEGRATED INTOANTENNAS (1)4494B14fB29 (1)4890B25/B66 DC SURGE/DISTRIBUTION &COAX/DC/FIBER (1)DC6-48-60-18-8F (1) DC9-48-60-24-8C-EV (2) #8 AWG DC TRUNKS, (1)#6AWGDCTRUNK,(1)18 PAIR FIBER TRUNK, (1) 24 PAIR FIBER TRUNK,(1)#6AWGDCTRUNK@315'± NOTES:1. VERIFY ANTENNA DIMENSIONS WITH MANUFACTURER. 2. VERIFY FINAL ANTENNA MODEL WITH CURRENT VERSION OF THE AT&T RFOS. ANTENNA INFORMATION CHART SCALE: NTS I 1 Power Plant/<DC;ptstrij>utton PLUMBING DIAGRAM (TYP PER SECTOR)I SCALE: NTS| 2 Jacobs Challenging today. Reinventing tomorrow. 525 W. MONROE STREET, #1600 CHICAGO, IL 60661 at&t Your World. Delivered. T^ U~)^ rnC~\ |^S° r00^1 LT) >—if^00pQ^ I—I ••,^ ^^ o0 r-r-l§s0;rt< ^^0u^g0'0M^8 Q 50zpw PROJECT NO:EPT6IL01 CHECKED BY:KKK ISSUED FOR: DATE PRWMDESCRIPTION 08/08/24 ww FOR CONSTRUCTIONl •y ^/- _ _ ••;.c -^£./ KARLR. \_^._?'W7 KRABNA \'R= ^ »!n-S?. /^C^V&R^TH / /fl) 5^ IL£A'^^K'» (TJS A VtOLATIOH OF LAW FOR ANY PERSON,UNPESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER.TO ALTER THIS OOCUMEMT. SHEET NUMBER: RF-1 REVISION;0 /^ in/ ! J " Uf L/ _t / './ I '••••-- ,cttl1^I^ i, t ^ " u 111\{ to "-' . UJI^ vs3 w " \UI Letter of Authorization % t"..-r n&'l^ c/\u\ r-'pi uu\A*^ QL,\ u u " Bayfield County Planning & Zoning Department^ oc\n0e^P "" ..,.nfi0^.-ynnW.1.1 r.n. viy-w'':'>p,avlNduu' PURPOSE. This Letter of Authorization is used to authorize a single property owner to act on behalf of multiple property owners or a designated agent to act on behalf of the property owner/s. If multiple property owners, each property owner must submit this signed letter. I, Tom Hosty _(property owner), authorize JERRY JOHNS ON (authorized agent) to submit a _LAND USE _ (Example: land use, special use, conditional use, rezone/map amendment, appeal, variance, text amendment, etc.) for the following described project (Example: construction of residence or other structure, short-term rental or other use change, etc.) AT&T ANTENNA UPGRADES application on my behalf for the following described property: LOT 1 OF CSM #846 V.5 P.341 BEING A PAR IN NE NELegal description of subject property: Address of subject property: 22865 KASENO RD CORNUCOPIA WI 54827 /i^ht' 7Y^ Signature </ 10/9/24 Dated \\. tt Hav V;-'{'•••' ". \I.J ,; fifild W \\t XA / U I. li ^nHin'iiy N AFFIDAVIT OF AUTHORITY (Corporation, LLC, etc.) PURPOSE. This Affidavit of Authority is used to certify the individual applying for a permit is authorized when the property is owned by a corporate/business entity. STATE OF WISCONSIN ) )ss.BAYFIELD COUNTY ) The undersigned affirms and states as follows: 1. Address of Subject Property: 22865 KASENO RD CORNUCOPIA WI 54827. 2. The Subject Property is owned by; WISCONSIN RSA #2 PACIFIC TELCOM. CELLUAR (Name of Company) 3. The name(s) of the current President or Managing Member: 4. I certify that the company named In paragraph 2 is valid 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 terms of said authorization to apply for permits from the Bayfield County Zoning Department concerning the Property described In paragraph 1. I further certify that the information and statements made within this affidavit are true, accurate, and complete to the best of my knowledge. 5. I am authorized by the above-named Company to apply for and bind the Company to the terms and conditions of any permit that may be issue by the Bayfietd 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 application. I agree to indemnify Bayfield County or such person or legal entity suffering a damage resulting from any illegalitles of the application for permit. Dated: 10/9/24 /9ht' yYi^ Tom Hosty Print Name Subscribed and sworn to before me thisday of^^fob^ 2034 ; =No/ary Public, C.O bfo 0 County, Wjscoiwm (^P^\^commission:^_ ^ '•.n 2026 ^ /w~ton'-^ — ' ^^^'"^^^^ ^ ^111111Ira vL U9 >a " II I'aI oy "81^ '::;p Ra^ield WlOCEsSlNG INFORMATION INITIAL PROCESSING. 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 MORE INFORMATION. The department may request that you provide more information or evidence to support your affidavit. DECISION. The department will review all documents submitted as part of the application for registration and title, this form included, and may approve, deny or request more information. TaxID#:7§g3 Land Use Review Address:. zz g6S ^^j Inspected by:Date of Inspection: Comments/Notes: |\f0 ^i4 •Off \ Inspected by:DateofRe-lnspection: Comments/Notes: Denied by:Date of Denial: Reason for Denial: Approved by:^^^y4\fb Inspector Signature:Date of Approval: Cdndition(sfrS@e attached permit card. (O//Q/2^ BAy FIELD Bayfield county Planning & Zoning Department 117 E 5& Street P.O. Box 58 Washburn/ WI 54891 Phone: 715-373-6138 Fax: 715-373-4010 Property Owner: WISCONSIN RSA #2 PACIFIC TELCOM CELLULAR 4600 W COLLEGE AVE APPLETON/ WI 54915 Description Tower Collocation 2 Total: Payment Amount: Submission Number: LU-01277 Transaction Number; LU-01277-1582F Amount $500.00 $500.00 $511.90 Reference: 5187639375 Paid by: Jerry Johnson Payment Type: credit Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. 10/10/24, 10:31 AM hcs.paylocalgov.com/Receiptlnfo/Receiptlnfo/2410101028257057DA03D24101010282 CATALIS ^yi-'^^; Payment Receipt Your transaction has been successfully completed!! Your Confirmation number is : Reference #: 2410101028257057DA03D24101010282 Thursday, 10 October 2024 10:31:03 [CST] Parcel Number: 7383 $500.00 Account Information Payment Type: Permit Payments Bill Payer Details Jerry Johnson 600 William Northern Blvd Tullahoma, TN 37388 Payment Details Payment Amount: $500.00 Convenience Fee: $11.90* Total Amount: $511.90 Payment Method: Card Number: XXXXXXXXXXXXX1525 Expiration date: 07/2028 12024 Value Payment Systems, LLC. https://hcs.paylocalgov.com/Receiptlnfo/Receiptlnfo/2410101028257057DA03D24101010282 1/1 Town, City, Village, State or Federal Permits May Also Be Required LAND USE-X SANITARY - SIGN SPECIAL - CONDITIONAL - BOA - BAYFIELD COUNTY PERMIT WEATHERIZE AND POST THIS PERMIT ON THE PREMISES DURING CONSTRUCTION No.24-0502 Tax ID: 7383 Issued To: Wisconsin RSA #2 Pacific Telecom Cellular Location: NE % of NE % Section 15 Township 50 N. Range 6 W. Town of Bell Gov't Lot Lot 1 Block Subdivision CSM# #846 Commercial Structure in Agricultural-1 zoning district For: Class 2 Mobile Tower Collocation Any future expansions or development would additional permitting. Condition(s): Must meet and maintain setbacks including eaves and overhangs. Town/State^DNR permits may be required. To be construction per plan. To meet requirements of Section 13-1-43 of Zoning Ordinance. NOTE: This permit expires two years from date of issuance if the authorized construction work or land use has not begun. 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. This permit may be void or revoked if any performance conditions are not completed or if any prohibitory conditions are violated. Alessandro Hall, AZA Authorized Issuing Official 10/10/2024 Date