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HomeMy WebLinkAbout020-639-06-3301-LUP-2025-089Spider Lake N N Round Lake Hayward ChequamaponNational; r,: a Lrttle Round Lake AMERICAN TOWER° SITE LOCATION SITE LOCATION Ore m ndrun.. - - _ Rescr: ativn ATC SITE NAME: BL-NEW POST - PLUM CREEK WI ATC SITE NUMBER: 419030 VERIZON SITE NAME: NEW POST VERIZON SITE NUMBER: 5000024423 _ w VERIZON FUZE PID: 17213324 VICINITY MAP SITE ADDRESS: 7006N HELSING ROAD LOCATION MAP OJIBWA, WI 54862 VERIZON ANTENNA AMENDMENT DRAWINGS COMPLIANCE CODE PROJECT SUMMARY PROJECT DESCRIPTION SHEET INDEX ALL WORK SHALL BE PERFORMED AND MATERIALS SITE ADDRESS: THE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASED SHEET DESCRIPTION: REV: DATE: BY: INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS AND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW: NO: OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL 7006N HELSING ROAD GOVERNMENT AUTHORITIES. NOTHING IN THESE PLANS IS OJIBWA, WI 54862 TOWER WORK: G-001 COVER SHEET 0 04/03/2025 RC TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO COUNTY: SAWYER REMOVE 3 ANTENNA(S), () () G-002 GENERAL NOTES 0 04/03/2025 RC THESE CODES, () (), (6) 1-5/8" COAX CABLES AND 3 OVP 2015 IBC GEOGRAPHIC COORDINATES: INSTALL (3) ANTENNA(S) AND (3) OVP C-201 EQUIPMENT LAYOUT 0 04/03/2025 RC NATIONAL ELECTRICAL CODE (NFPA 70, NEC 2017 W/ AMND) LATITUDE: 45.887267 C-202 TOWER ELEVATION 0 04/03/2025 RC 2015 WISCONSIN MECHANICAL CODE (IMC 2015 W/ AMND) LONGITUDE:-91.171919 EXISTING (6) ANTENNA(S), (3) 1-5/8" HYBRID CABLE AND (9) RRU(S) 2018 WISCONSIN UNIFORM PLUMBING CODE (UPC) GROUND ELEVATION: 1476' AMSL TO REMAIN C-001 ANTENNA INFORMATION 8 SCHEDULE 0 04103/2025 RC 2015 WISCONSIN ENERGY CONSERVATION CODE (IECC 2015 W/ AMND) GROUND WORK: 2015 WISCONSIN FIRE CODE (IFC 2015 W/ AMND) C-402 ANTENNA 8 EQUIPMENT INFORMATION 0 04/03/2025 RC WISCONSIN COMMERCIAL BUILDING CODE REMOVE (1) OVP WISCONSIN UNIFORM DWELLING CODE (UDC) C 403 PLUMBING DIAGRAM 0 04/03/2025 RC 2015 WISCONSIN FUEL GAS CODE (IFGC 2015 W/ AMND) INSTALL (1) OVP AND (1) OVP ALARM BOX C-501 MOUNT DETAILS 0 04/03/2025 RC E-502 GROUNDING DETAILS 0 04/03/2025 RC PROJECT TEAM PROJECT NOTES MOUNT ANALYSIS (37 PAGES) 1, THE FACILITY IS UNMANNED. TOWER OWNER: APPLICANT: 2. A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE A MONTH FOR ROUTINE INSPECTION AND MAINTENANCE. AMERICAN TOWER VERIZON WIRELESS 3. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND 10 PRESIDENTIAL WAY DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE. WOBURN, MA 01801 4. NO SANITARY SEWER, POTABLE WATER OR TRASH DISPOSAL UTILITY COMPANIES IS REQUIRED. RRC}11TEGT (COORDINATING 5. HANDICAP ACCESS IS NOT REQUIRED. POWER COMPANY: VERIZON WIRELESS WEST 6. THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN PROFESSIONAL: ELIGIBLE FACILITIES REQUEST ENTITLED TO EXPEDITED PHONE: 800-264-6620 (WEST) REVIEW UNDER 47 U.S.C. § 1455(A) AS A MODIFICATION OF AN PETER LICHOMSKI, AIA EXISTING WIRELESS TOWER THAT INVOLVES THE TELEPHONE COMPANY: 49030 PONTIAC TRAIL, SUITE 100, COLLOCATION, REMOVAL, AND/OR REPLACEMENT OF PHONE: WIXON, MI 48393 TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL PH: (248) 705-9212 CHANGE UNDER CFR § 1.61000 (8)(7). PROPERTY OWNER: PROJECT LOCATION DIRECTIONS METEOR TIMBER LLC HEAD NORTHV&ST ON 1-39 NCONTINUE ONTO US 51 NUSE THE 7006N HELSING ROAD RIGHT 2 LANES TO TAKE EXIT 191A FOR WISCONSIN 29 W TOWARD OJIBWA, WI 54862 ABBOTSFORD/CHIPPEWA FALLSCONTINUE ONTO WI-29 W/WI-29 TRUNK WTURN RIGHT ONTO COUNTY RD GTURN LEFT ONTO CO Know what's WOW. HWY O WTURN LEFT TO STAY ON CO HWY 0 WTURN RIGHT ONTO CO HWY DTURN LEFT ONTO WI-64 WTURN RIGHT ONTO WI-27 Call before you dig. NTURN LEFT ONTO WI-27 N/WI-70 W/WI-70 TRUNK WTURN RIGHT - ONTO HELSING RD JK AMERICAN TOWER° UN3 /(I Wixom, Michioan 48.'9a PHONE: (248) 705-9212 REV. DESCRIPTION BY DATE 0 PRELIM C0 RC 03/25=5 0o FINAL CD RC OQ=2025 Z ATC SITE NUMBER: 419030 ATC SITE NAME: BL-NEW POST - PLUM CREEK WI CUSTOMER SITE NAME: NEW POST SITE ADDRESS: 7006N HELSING ROAD OJIBWA, WI 54862 SEAL: pall )Are/ wow YIFB!•lIOOIF89. Al �+R4 0910E CONSISTENC WIRi AA CABLF UCEHSINO LAWS T141S SEAL CUMIRES THAT THE ARCHITECTURAL DESIGN WORK WAS PREPARED EITHER PERSONALLY BY ME OR UNDER MY IMMEDIATE AND DIRECT SUPERNSION AND CONTROL vl verizon DATE DRAWN: 04/03/2025 ATC JOB NO: 14930946 CUSTOMER ID: 5000024423 CUSTOMER NAME: NEW POST COVER SHEET SHEET NUMBER: REVISION: G-001 0 GENERAL CONSTRUCTION NOTES: T. OWNER FURNISHED MATERIALS, VERIZON "THE COMPANY" WILL PROVIDE AND THE CONTRACTOR WILL INSTALL A- BTS EQUIPMENT FRAME (PLATFORM) AND ICEBRIDGE SHELTER (GROUND BUILD/CO-LOCATE ONLY) B. AC/TELCO INTERFACE BOX (PPC) C. ICE BRIDGE (CABLE TRAY WITH COVER) (GROUND BUILDICO-LOCATE ONLY, GC TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION) D TOWERS, MONOPOLES E. TOWER LIGHTING F GENERATORS & LIQUID PROPANE TANK G ANTENNA STANDARD BRACKETS, FRAMES AND PIPES FOR MOUNTING H. ANTENNAS (INSTALLED BY OTHERS) I. TRANSMISSION LINE J. TRANSMISSION LINE JUMPERS K. TRANSMISSION LINE CONNECTORS WITH WEATHERPROOFING KITS L. TRANSMISSION LINE GROUND KITS M. HANGERS N. HOISTING GRIPS 0. BTS EQUIPMENT THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THE COMPLETE INSTALLATION OF THE SITE INCLUDING, BUT NOT LIMITED TO, SUCH MATERIALS AS FENCING, STRUCTURAL STEEL SUPPORTING SUB -FRAME FOR PLATFORM, ROOFING LABOR AND MATERIALS, GROUNDING RINGS, GROUNDING WIRES, COPPER -CLAD OR XIT CHEMICAL GROUND ROD(S), BUSS BARS, TRANSFORMERS AND DISCONNECT SWITCHES WHERE APPLICABLE, TEMPORARY ELECTRICAL POWER, CONDUIT, LANDSCAPING COMPOUND STONE, CRANES, CORE DRILLING, SLEEPERS AND RUBBER MATTING, REBAR, CONCRETE CAISSONS, PADS AND/OR AUGER MOUNTS, MISCELLANEOUS FASTENERS, CABLE TRAYS, NON-STANDARD ANTENNA FRAMES AND ALL OTHER MATERIAL AND LABOR REQUIRED TO COMPLETE THE JOB ACCORDING TO THE DRAWINGS AND SPECIFICATIONS. IT IS THE POSITION OF VERIZON TO APPLY FOR PERMITTING AND CONTRACTOR RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIRED PERMITS. 3. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL CODES, INCLUDING ANSIIEIAfrIA-222, AND COMPLY WITH ATC CONSTRUCTION SPECIFICATIONS. 4, CONTRACTOR SHALL CONTACT LOCAL 811 FOR IDENTIFICATION OF UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED INSPECTIONS. 6. ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES, AND SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL DISCREPANCIES REPORTED TO THE ENGINEER. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS. & DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. 9. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 10. CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING, ANCHOR BOLTS, ETC. 11 CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDS DRAINS, DRAIN PIPES, VENTS, ETC, BEFORE COMMENCING WORK, 12 INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE VERIZON REP PRIOR TO REMEDIAL OR CORRECTIVE ACTION, ANY SUCH REMEDIAL ACTION SHALL REQUIRE WRITTEN APPROVAL BY THE VERIZON REP PRIOR TO PROCEEDING- 13. EACH CONTRACTOR SHALL COOPERATE WITH THE VERIZON REP, AND COORDINATE HIS WORK WITH THE WORK OF OTHERS. 14. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS PROJECT TO MATCH EXISTING PRE -CONSTRUCTION CONDITIONS TO THE SATISFACTION OF THE VERIZON CONSTRUCTION MANAGER, 15, ALL CABLE/CONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURING INSTALLATION USING A SILICONE SEALANT. 16. WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET, CONTRACTOR SHALL NOTIFY THE VERIZON REP AND ENGINEER OF RECORD IMMEDIATELY. 17. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE AND CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. 18. CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF EACH DAY. 19. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH AMERICAN TOWER CORPORATION (ATC) AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OF OTHER OCCUPANTS OF THE FACILITY. 20. CONTRACTOR SHALL FURNISH VERIZON AND AMERICAN TOWER CORPORATION (ATC) WITH A PDF MARKED UP AS -BUILT SET OF DRAWINGS UPON COMPLETION OF WORK. 2% PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH VERIZON REP TO DETERMINE WHAT, IF ANY, ITEMS WILL BE PROVIDED. ALL ITEMS NOT PROVIDED SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR CONTRACTOR WILL INSTALL ALL ITEMS PROVIDED. 22. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH VERIZON REP TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CONTRACTOR. ALL REQUIRED PERMITS NOT OBTAINED BY VERIZON MUST BE OBTAINED, AND PAID FOR, BY THE CONTRACTOR. 23. CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH VERIZON SPECIFICATIONS AND REQUIREMENTS. 24. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO VERIZON FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 25. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND LOCATED ACCORDING TO VERIZON SPECIFICATIONS, AND AS SHOWN IN THESE PLANS. 26. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT, 27. CONTRACTOR SHALL NOTIFY VERIZON REP A MINIMUM OF 48 HOURS IN ADVANCE OF POURING CONCRETE OR BACKFILLING ANY UNDERGROUND UTILITIES, FOUNDATIONS OR SEALING ANY WALL- FLOOR OR ROOF PENETRATIONS FOR ENGINEERING REVIEW AND APPROVAL, 28. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WITH ALL APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALL NECESSARY SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICES SUCH AS WELDING AND FIRE PREVENTION, TEMPORARY SHORING, SCAFFOLDING, TRENCH BOXES/SLOPING, BARRIERS, ETC. 29. THE CONTRACTOR SHALL PROTECT AT HIS OWN EXPENSE, ALL EXISTING FACILITIES AND SUCH OF HIS NEW WORK LIABLE TO INJURY DURING THE CONSTRUCTION PERIOD, ANY DAMAGE CAUSED BY NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS REPRESENTATIVES, OR BY THE ELEMENTS DUE TO NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS REPRESENTATIVES, EITHER TO THE EXISTING WORK, OR TO HIS WORK OR THE WORK OF ANY OTHER CONTRACTOR, SHALL BE REPAIRED AT HIS EXPENSE TO THE OWNER'S SATISFACTION. 30. ALL WORK SHALL BE INSTALLED IN A FIRST CLASS, NEAT AND WORKMANLIKE MANNER BY MECHANICS SKILLED IN THE TRADE INVOLVED. THE QUALITY OF WORKMANSHIP SHALL BE SUBJECT TO THE APPROVAL OF THE VERIZON REP, ANY WORK FOUND BY THE VERIZON REP TO BE OF INFERIOR QUALITY ANDIOR WORKMANSHIP SHALL BE REPLACED AND/OR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL IS OBTAINED. 31. IN ORDER TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE, ALL TYPES OF MATERIALS LISTED HEREINAFTER BY MANUFACTURER'S NAMES AND/OR MANUFACTURER'S CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERS AS SPECIFIED. 32. VERIZON FURNISHED EQUIPMENT SHALL BE PICKED -UP AT THE VERIZON WAREHOUSE, NO LATER THAN 48HR AFTER BEING NOTIFIED INSURED, STORED, UNCRATE, PROTECTED AND INSTALLED BY THE CONTRACTOR WITH ALL APPURTENANCES REQUIRED TO PLACE THE EQUIPMENT IN OPERATION, READY FOR USE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EQUIPMENT AFTER PICKING IT UP, 33. VERIZON OR HIS ARCHITECT/ENGINEER RESERVES THE RIGHT TO REJECT ANY EQUIPMENT OR MATERIALS WHICH, IN HIS OWN OPINION ARE NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS, EITHER BEFORE OR AFTER INSTALLATION AND THE EQUIPMENT SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE CONTRACTOR AT NO COST TO VERIZON OR THEIR ARCHITECT/ENGINEER, SPECIAL CONSTRUCTION ANTENNA INSTALLATION NOTES: WORK INCLUDED: A- ANTENNA AND COAXIAL CABLES ARE FURNISHED BY VERIZON UNDER A SEPARATE CONTRACT- THE CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION CONTRACTOR IN TERMS OD COORDINATION AND SITE ACCESS ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PERSONNEL. B. INSTALL ANTENNA AS INDICATE ON DRAWINGS AND VERIZON SPECIFICATIONS, C, INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE AND PROVIDE PRINTOUT OF THAT TEST. E- CONTRACTOR SHALL PROVIDE FOUR (4) SETS OF SWEEP TESTS USING ANRITZU-PACKARD 8713E RF SCALAR NETWORK ANALYZER. SUBMIT FREQUENCY DOMAIN REFLECTOMETER(FDR) TESTS RESULTS TO THE PROJECT MANAGER, SWEEP TESTS SHALL BE AS PER ATTACHED RFS "MINIMUM FIELD TESTING RECOMMENDED FOR ANTENNA AND HELIAX COAXIAL CABLE SYSTEMS" DATED 1015/93. TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING SERVICE AND BE BOUND AND SUBMITTED WITHIN ONE WEEK OF WORK COMPLETION. F. INSTALL COAXIAL CABLES AND TERMINATING BETWEEN ANTENNAS AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. WEATHERPROOF ALL CONNECTIONS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURER'S REQUIREMENTS TERMINATE ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OF ENTRY PORT LOCATION UNLESS OTHERWISE STATED. G. ANTENNA AND COAXIAL CABLE GROUNDING: ALL EXTERIOR #6 GREED GROUND WIRE "DAISY CHAIN' CONNECTIONS ARE TO BE WEATHER SEALED WITH RFS CONNECTORS/SPLICE WEATHERPROOFING KIT 4221213 OR EQUAL, ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF COAXIAL CABLE (NOT WITHIN BENDS} ALL DISCREPANCIES FROM WHAT IS SHOWN ON THESE CONSTRUCTION DRAWINGS SHALL BE COMMUNICATED TO ATC ENGINEERING IMMEDIATELY FOR CORRECTION OR RE -DESIGN. FAILURE TO COMMUNICATE DIRECTLY WITH ATC ENGINEERING OR ANY CHANGES FROM THE DESIGN CONDUCTED WITHOUT PRIOR APPROVAL FROM ATC ENGINEERING SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ALMS YCAN TOWER' LAB 49030 Pontiac Trail, Suite 400 Wixom, Michigan 48393 PHONE: (248) 705-9212 REV. DESCRIPTION BY DATE A PRELIM CD RC 03/25/2025 AG FINAL CD RC 04/03/2025 A - /A ATC SITE NUMBER: 419030 ATC SITE NAME: BL-NEW POST - PLUM CREEK WI CUSTOMER SITE NAME: NEW POST SITE ADDRESS: 7006N HELSING ROAD OJIBWA, WI 54862 SEAL: oaso-aeo&o�,a UCHNN A-11Tt5 11. ww Roma, � p_ G NII CONSISTENT WRT1 APPLJGAEILE LICEN5lNG LAWS 7H SEAL CER11FIES THAT THE ARCH MURAL DESIGN WORK WAS PREPARED ETHER PERSONALLY By WE OR UNDO MY IMMEDIATE AND DIRECT SUP£R+ASION AND CONTRCL. verizowl DATE DRAWN 04/03/2025 ATC JOB NO: 14930946 CUSTOMER ID: 5000024423 CUSTOMER NAME: NEW POST GENERAL NOTES SHEET NUMBER: REVISION: G-002 0 EXISTING (1)RC2DC-33 OVP (TO BE RE PROPOSED (1) RVZDC-3315-PI PROPOSED (1) ALARM BOX INC 3315-AL EXISTING EQUIPMENT LAYOUT I N 0 5' 10' SCALE: 1"=5' (11X17) 1 "=2.5' (22X34) EXISTING CON. STOOP EXISTING GATE EXISTING (3) 1-518 HYBRID CABLES (TO REMAIN) EXISTING (6) 1-5/8" COAX CABLES (TO BE REMOVED) EXISTING GPS ANTENNA PkMEFtlGAN 7 C>wE R° ■ 49030 Pontiac Trail, Suite 400 Wixom, Michigan 48393 PHONE; (248) 705-9212 REV. DESCRIPTION BY DATE AA PRELIM CD RC 03/25/2025 AD FP AL CD RC 04I03I2025 1 1 A ATC SITE NUMBER: 419030 ATC SITE NAME: BL-NEW POST - PLUM CREEK WI CUSTOMER SITE NAME: NEW POST SITE ADDRESS: 7006N HELSING ROAD OJIBWA, WI 54862 SEAL: 611000toh sr,oZh * IldI10118q B — k11'f'Rd e MFdTA4DIM➢, r�, Y q�C TAU 0 + 01° CONSISTENT WITH APPLICABLE LICENSING LAWS THIS SEAL CERTIFIES THAT THE ARCHITECTURAL DESIGN WORK WAS PREPARED EITHER PERSONALLY BY ME OR UNDER MY IMMEDIATE AND DIRECT SUPERVISION AND CONTROL. ' J verizon DATE DRAWN: 04/03/2025 14930946 5000024423 ATC JOB NO: ;USTOMER ID: 'USTOMER NAME: NEW POST EQUIPMENT LAYOUT SHEET NUMBER: REVISION: C-201 0 CABLE LENGTH RAID HEIGHT (FROM SHEET C-202) 256'-0" DISTANCE TO TOWER (FROM DIM) 7'-T FINAL LENGTH 263'-5" HYBRID CABLE INFO QUANTITY FROM COAX PORT 2 LENGTH FROM SHELTER SURGE PROTECTOR TO ENTRY PANE 26'4'± LENGTH FROM ENTRY PANEL TO TOWER 7'-51± LENGTH FROM T.O.C. TO TOWER SURGE PROTECTOR CIL 256'-O" f TOTAL HYBRID CABLE LENGTH 289'-5" t POWER SHIFT NEEDED DUE TO HYBRID LENGTH OVER 150 FEET TOWER NOTE: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM WITH THE AMERICAN TOWER CONSTRUCTION MANAGER THAT THEY HAVE THE MOST RECENT VERSION OF THE STRUCTURAL ANALYSIS BEFORE COMMENCING WORK. EXISTING AND PROPOSED TOWER APPURTENANCES, MOUNTS, AND ANTENNAS ARE SHOWN BASED ON THE STRUCTURAL ANALYSIS. 2. ROUTE PROPOSED CABLES ALONG SAME PATH AS EXISTING CABLES AND IN ACCORDANCE WITH STRUCTURAL ANALYSIS. WHERE POSSIBLE UTILIZE EXISTING CABLE SUPPORT STRUCTURES AS PROVIDED FOR CARRIER TO ADEQUATELY SECURE CABLES, USING EITHER APPROPRIATELY SIZED STAINLESS STEEL SNAP -INS OR MOUNTING HARDWARE AND BRACKETS AS SPECIFIED BY CABLE MANUFACTURER. OTHERWISE, ATTACH CABLES TO HORIZONTAL OR DIAGONAL TOWER MEMBERS USING PROPOSED STAINLESS STEEL ADAPTERS (DO NOT ATTACH TO TOWER LEG). 3. ATC DID NOT CONFIRM EXISTING SITE CONDITIONS INCLUDING, BUT NOT LIMITED TO, ANTENNA HEIGHTS, ANTENNA AZIMUTHS AND MOUNT CONFIGURATION. 4. TOWER ELEVATIONS ARE MEASURED FROM TOP OF BASE PLATE TO MATCH STRUCTURAL ANALYSIS. ELEVATIONS DO NOT REFLECT TRUE ABOVE GROUND LEVEL (A,G.L.) 110 TOP OF HIGHEST APPARATUS ELEV. 267'- 4 " TOP OF EXISTING TOWER ELEV. 261 '-8" EXISTING ANTENNA RED CENTER 0255'-0" EXISTING RADIO 4449 - 813&85 RRU TO REMAIN (1 PER SECTOR) (TYP. 3) EXISTING COMMSCOPE NHH-65C-R2B ANTENNA TO REMAIN (2 PER SECTOR) (TYP. 5) PROPOSED RVZDC-3315-PF-48 f OVP (TYP. 3) PROPOSED ANTENNA RAID CENTER @ 256'-0" IV PROPOSED ERICSSON AIR6419 W/ INTEGRATED RRH PANEL ANTENNA (1 PER SECTOR) (TYP. 3) PROPOSED (3) 72" LONG P2.0 STD (2.375" 0 X 0.154") OVP PIPE W/ (6) VZWSMART MSK1 KITS EACH EXISTING RADIO 2X8843 RRU TO REMAIN (2 PER SECTOR) (TYP. 6) TOWER ELEVATION SCALE: N-T-S- EXISTING 261'-8" SELF SUPPORT TOWER EXISTING (3) 1-518" HYBRID CABLE (TO REMAIN) EXISTING 11 "-6" X 26"-0" SHELTER EXISTING CHAIN LINK FENCE PER MOUNT ANALYSIS COMPLETED BY PAUL J. FORD AND COMPANY, DATED 02/21/25, THE EXISTING MOUNT CAN ADEQUATELY SUPPORT THE PROPOSED LOADING NOTES: THIS DRAWING IS FOR EXHIBIT AND LAYOUT PURPOSES ONLY. PLEASE REFER TO STRUCTURAL DOCUMENTS (PREPARED BY OTHERS)FOR PROJECT STRUCTURAL CALCULATION AND RESULTS. NO WORK IS TO BE DONE WITHOUT AN APPROVED STRUCTURAL ANALYSIS PROVIDED BY OTHERS. SPECIAL NOTES: 1. GC TO VERIFY ALL HEIGHTS AND AZIMUTHS IN FIELD PRIOR TO CONSTRUCTION. GC SHALL NOTIFY P.M. AND ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 2. STRUCTURAL/ DESIGN & ANALYSIS SHALL BE PERFORMED & APPROVED BY TOWER OWNER AND MANUFACTURER (STRUCTURAL ANALYSIS BY OTHERS) 3. STRUCTURAL ANALYSIS PERFORMED BY OTHERS. CONTRACTOR TO THOROUGHLY REVIEW THE TOWER STRUCTURAL ANALYSIS FOR INFORMATION PERTAINING TO TOWER UPGRADES, MOUNTING TYPES, ANTENNA HEIGHTS, AND CABLE ROUTING, ANY OTHER DISCREPANCIES BETWEEN THE DRAWINGS, STRUCTURAL ANALYSIS, AND TOWER PLANS SHOULD BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER PRIOR TO BIDDING AND INSTALLATION. AL AMERICAN TOWER° LAB 49030 Pontiac Trail, Suiie 400 Wixom, Michigan 48393 PHONE: (248) 705-9212 REV. DESCRIPTION BY DATE A PRELIM CD RC 03/25/2025 AD FINAL CD RC 04/03/2025 A 0 ATC SITE NUMBER: 419030 ATC SITE NAME: BL-NEW POST - PLUM CREEK WI CUSTOMER SITE NAME: NEW POST SITE ADDRESS: 7006N HELSING ROAD OJIBWA, WI 54862 SEAL: a0iAvt r Ud10m 4-li 1 e WW kOMM, Y 0� gy�gG TE_�' 0 OON515JEW WITH APPLICABLE LICENSING LAWS THIS SEAL CERnnES THAT THE ARCHITECTURAL DESIGN WORK WAS PREPARED EITHER PERSONALLY BY ME OR UNDER ,MY IMMEDIATE AND DIRECT SUPERVISION AND CONTROL. verizonil DATE DRAWN: 04/03/2025 ATC JOB NO: 14930946 CUSTOMER ID: 5000024423 CUSTOMER NAME: NEW POST TOWER ELEVATION SHEET NUMBER: REVISION: C-202 II � II Q o i QN Q A3 Q II 0.J Q Q A2 Al EXISTING RADIO 4449 - B13&B5 RRU TO REMAIN (1 PER SECTOR) (TYP. 3) AZ - 260' C3 �AMMA EXISTING RADIO 2XB843 RRU 60' TO REMAIN (2 PER AZ2 2 SECTOR) (TYP. 6) �GAMMq EXISTING COMMSCOPE NHH-55C-R28 ANTENNA TO REMAIN (2 PER SECTOR) (TYP, 6) AZ.= MA c GAMMA EXISTING RC2DC-3315-PF-48 OVP TO BE REMOVED (TYP. 3) EXISTING ANTENNA PLAN N / SCALE: RLS. EXISTING ANTENNA SCHEDULE EXISTING ANDREW BXA-70080-8CF- 850MHZ ANTENNA TO BE REMOVED (1 PER SECTOR) (TYP. 3) o a u Al EXISTING RADIO 4449 - 813&85 RRU TO REMAIN (I PER SECTOR) (TYP. 3) AZ.— 260' C3 GAMMA . A2 EXISTING RADIO 1 2X8843 RRU 260' TO REMAIN (2 PER AZ• C2 SECTOR) (TYP, 6) CAmM/t; EXISTING COMMSCOPE J NHH-65C-R28 ANTENNA AZ= 260. TO REMAIN (2 PER SECTOR) (TYP, 6) GPMmn NOTES FINAL ANTENNA PLAN k 2 SCALE: N.T_S. LOCATION ANTENNA SUMMARY NON ANTENNA SUMMARY 1. BASED ON APPROVED ATC APPLICATION 14930946, DATED LOCATION ADDITIONAL TOWER SECTOR RAID AZ POS ANTENNA BAND STATUS MOUNTED STATUS 03/13/25.CONFIRM WITH VERIZON SECTOR RAID AZ POS EQUIPMENT REP FOR APPLICABLE UPDATES/REVISIONS AND MOST 256' Al BXA-70080-8CF- 850MHZ SPARE RMV - _ 256' Al RECENT RFDS FOR NSN 255' A2 NHH-65C-R2B LTE 700/LTE 850/LTE PCS RMN RRU 4449 RMN 255' A2 CONFIGURATION (CONFIG). GC TO ALPHA 0' /LTE AWS/LTE AWS3 CAP ALL UNUSED PORTS. ALPHA 0' 2. ATC HAS NOT YET VERIFIED ANY EXISTING ANTENNA CONFIG OR 255' 255' A3 NHH-65C-R2B LTE 700/LTE 850/LTE PCS RMN (2) RRU 8843 RMN A3 /LTE AWS/LTE AWS3 MOUNT CONFIG. CONTRACTOR TO VERIFY MOUNT CONFIG HAS 256' B1 BXA-70080-8CF- 85OMHZ SPARE RMV _ 256' B1 SUFFICIENT SPACE FOR 255' 82 NHH-65C-R2B LTE 700/LTE 850/LTE PCS RMN RRU 4449 RMN 255 62 PROPOSED LESSEE EQUIPMENT BETA 150 /LTE AWS/LTE AWS3 (EQUIP) (I.E. CLEARANCES, BETA 150' MOUNT PIPE, SUFFICIENT LTE 700/LTE 850/LTE PCS 255' B3 NHH-65C-R2B RMN (2) RRU 8843 RMN LENGTH, ETC.) ATC DID NOT 255" B3 /LTE AWS/LTE AWS3 ANALYZE ANTENNA MOUNT TO DETERMINE ADEQUATE 256" Cl BXA-70080-8CF-85OMHZ SPARE RMV 256" Cl FOR ANY C2 NHH-65C-R2B LTE 700/LTE 850/LTE PCS RMN RRU 4449 RMN LESSEE LOADING. 255 255' GAMMA F255� 260 /LTE AWS/LTE AWS3LTE 3. ALL PROPOSED EQUIP INCLUDING GAMMA 260"C2 ANTENNAS, COAX, ETC. SHALL BE LTE 700LTE 850 PCS / / C3 NHH-65C-R2B /LTE AWS/LTE AWS3 RMN (2) RRU 8843 RMN MOUNTED IN ACCORDANCE WITH 255' C3 EXISTING FIBER DISTRIBUTION/OVP BOX MODELNUMBER STATUS (3) RC2DC-3315-PF-48 RMV EXISTING CABLING SUMMARY CABLE QTY, SIZE, TYPE STATUS (6) 1-5/8" COAX RMV (3) 1-5/8" HYBRID I RMN ANTENNA AIR 6419 NHH=65C-R28 NHH-65C-R28 AIR 6419 NHH-65C-R2B NHH-65C-R28 AIR 6419 NHH-65C-R2B NHH-65C-R2B THE TOWER STRUCTURAL ANALYSIS ON FILE WITH ATC'S CM. 4. CONFIRM SPACING OF PROPOSED EQUIP DOES NOT CAUSE TOWER CONFLICTS NOR IMPEDE TOWER CABLE LENGTHS FOR JUMPERS CLIMBING PEGS. 5. POSITIONS START WITH FIRST FIBER DISTRIBUTION/OVP TO RRU: 15' PIPE ON THE LEFT SIDE (AS RRU TO COMBINER: 10' VIEWED FROM BEHIND THE COMBINER TO ANTENNA: 10' MOUNT). STATUS ABBREVIATIONS RMV: TO BE REMOVED RMN: TO REMAIN REL: TO BE RELOCATED DSC: TO BE DISCONNECTED & REMAIN ADD: TO BE ADDED ANTENNA SCHEDULE .l PROPOSED (3) ALARM BOX RAYCAP INC 3315-ALM-RS485 INSTALLED INSIDE OVP PROPOSED RVZDC-3315-PF-48 OVP (TYP. 3) �1 PROPOSED ERICSSON AIR6419 W/ INTEGRATED 1 RRH PANEL ANTENNA 50 (1 PER SECTOR) (TYP. 3) " B1 w<V, P �O, 70 u r PROPOSED (3) 72' LONG P2.0 STD p (2.375- 0 X 0.154") OVP PIPE W/ (6) VZWSMART MSK1 KITS EACH T+ v o PER MOUNT ANALYSIS COMPLETED BY PAUL J. FORD AND COMPANY, DATED 02/21/25, THE EXISTING MOUNT CAN ADEQUATELY SUPPORT THE PROPOSED LOADING FINAL ANTENNA SCHEDULE ANTENNA SUMMARY BAND CBAND 5G LTE 700/LTE 850/LTE PCS /LTE AWS/LTE AWS3 LTE 700/LTE 850/LTE PCS /LTE AWS/LTE AWS3 CBAND 5G LTE 700/LTE 850/LTE PCS /LTE AWS/LTE AWS3 LTE 700/LTE 850/LTE PCS /LTE AWS/LTE AWS3 CBAND 5G LTE 700/LTE 850/LTE PCS /LTE AWS/LTE AWS3 LTE 700/LTE 850/LTE PCS /LTE AWS/LTE AWS3 NON ANTENNA SUMMARY ADDITIONAL TOWER STATUS MOUNTED STATUS EQUIPMENT ADD - - RMN RRU 4449 RMN RMN (2) RRU 8843 RMN ADD RMN RRU 4449 RMN RMN (2) RRU 8843 RMN ADD - RMN RRU 4449 RMN RMN (2) RRU 8843 RMN FINAL FIBER DISTRIBUTION/OVP BOXL FINAL CABLING SUMMARY MODEL NUMBER STATUS CABLE QTY, SIZE, TYPE STATUS (3) 1-5/8" HYBRID RMN (3) RVZDC-3315-PF-48 ADD - - AM4ERI CAN TOWER' L/Aow 49030 Pontiac Trail, Suite 400 Wixom, Michigan 48393 PHONE: (248) 705-9212 REV. DESCRIPTION BY DATE - AA PRELIM CD - RC 03/25/2025 ,is FINAL CD RC 04/03/2025 1 1 ATC SITE NUMBER: 419030 ATC SITE NAME: BL-NEW POST - PLUM CREEK WI CUSTOMER SITE NAME: NEW POST SITE ADDRESS: 7006N HELSING ROAD OJIBWA, WI 54862 SEAL: -roulap PER p TR' L '✓tt � A41?u NRSi�Opiie.D, Y �PYyg7'gC �O� °s►e otra4�0 CONSISTENT WITH AFPLIGABLL UOENSING LAWS THIS SEAT. CERTIFIES THAT THE ARCHITECTURAL DESIGN WORK WAS PREPARED EfTHER PER50NALLY BY ME OR UNDER MY IMMEDIATE AND DIRECT SOPERASION AND CONTROL verizponv/ DATE DRAWN: 04/03/2025 ATC JOB NO: 14930946 CUSTOMER ID: 5000024423 CUSTOMER NAME: NEW POST ANTENNA INFORMATION & SCHEDULE SHEET NUMBER: REVISION: C-401 0 Antenna Summary Added 700 850 1800 AM AW83 CBA►D Mete AlolModel HimDowdpllbn Centerline TIpHolg11 Affilulh Irlal.Type Guanab IlarelD ape) 60 Efloseb6 AB464T9 258 2572 Imm PHYSICAL 3 250(3) R_.w 700 030 1900 AWS AW53 CBA7O Male Alol Model Bwn Deepgtlon Cenlerlim TIpH@Wd Adnulh Irsl Type oun'T tr It rolD 04) ANTFL BIfA•70^18D-ULy- 256 251LO 1300 SPARE 3 86OWQ 2500 Robbed 700 650 t900 AWS AW53 CB440 Make Atd Model Item o"e'lPtlon C-1-2 w T1p H WSM Adnulh IML Type Ou ft Rem ID HER PORT, 0(11 LTE LTE LTE LTE LTE COMMSCOPE.Comr NHl46SC-R28 AWS/PCS/700/850, 8 256 250 150(2) PHYSICAL 6 OW056M FT.GSHBW, ;Oc1111,'d 21 _' - 260(31 Wd" 1 e.m.ed! ] srmeee: b Equipment Summary Added Egtdpmenl Type Loratlon 700 850 1900 AWS ALV63 CRAM Make Atoll Model Bern Description Cable Lergih CatMSlze Instal Typs OuwtUty RemM RRU TOW S0 ERICSSON INC AB16419_877D AM641 7D PHYSICAL 0 T600483699 ! RedlotInTore Top ww owom Toaar RAYCAPINC RVZD0.331S•-PF-48 Basopowr PHYSICAL 3 1900422067 probodson lee TCWWTopetld OVPBaa Sheller RATCWINC ;IVZOC 3.715_PFAjj Beee paler PHYSICAL I 1900422OW protedbn an RETROFIT FOR Alan sheRr RAVCAPINC 1315•aLM RS483 THE 60VP DST PHYSICAL t f800070666 BOX RETROFIT FOR Alarm Toeer RAYCAPBIC 331I&ALWlS466 TWOCIVPD6T PHYSICAL 3 "00070686 BOX Removed EgUpmrtl typo Locale 700 a" 19W AM AW63 COAN13 Movie Alol Model RAM D"w"M Cade Loglh Cable Size Insfel Type OLM Oty Ream CE11I16SC CAPE OVP BOX, 6 RRU, OW Boa Sheller 1EGLilJLLI5]ILS I W 20C.]-1e 5 Pf/B VOLT METER FOR PHYSICAL 1 /900005148 LLC UL CABLE COM►®GOPE STD .JACKET SO- CoaxlslCables Tower TECHNOLOGIES AVA7-00 OHM 1-51W AVA 250' 13/r PHYSICAL 6 190002059 LLC CABLE COMMSCOPE OVP DO& 6 RRU, OVP Box Town TEGMNULVGi(-Z,S RCZDC-3315-PFw6 VOLT METER FOR PHYSICAL 3 190000514E LLC UL CABLE Aebared EgUpmenl Type Looallon 700 550 11?00 AWS AWS3 CRAM Make Alol Model Rem DssisWlon Cade LenpOt Cable Size InaleElYlw UvYtnv Rem10 RRU Towr LTE LTE Ed— 2zSSA3 PHYSICAL 6 DUAL BAND LOW RRU Town LTE LTE ERICSSON INC 4A4B BAND 44A9 (ELT PHYSICAL 3 t9001568756 185) REMOT HFT6z120AWO Hybrid Cable Tawsr COMMSCOPE HFT120&24SV4-300G IiM FEHR 1 S/I' PHYSICAL 3 1000438274 r/SLAM 30OF 12 PoslOon Rook OVP Box Towr RAYCAPINC RVIDG6520-RW48 Mwnt OVP, with PHYSICAL 1 t9004 HIM %'/W omlilln�od olamb r� ANTENNA &EQUIPMENT INFORMATION Ak AMER• 49,030 I on l8,c. TrI-JI, `: Uli . 1,00 Wixonn' Mil-I1IQan 4 m'9:i PHONE-, (2-48) '705-9212 REV. DESCRIPTION BY DATE A PREJk CA RC 3IZ0 512025 Ao FINAL CD RC 0410312025 ATC SITE NUMBER: 419030 ATC SITE NAME: BL-NEW POST - PLUM CREEK WI CUSTOMER SITE NAME. NEW POST SITE ADDRESS: 7006N HELSING ROAD OJIBWA, WI 54862 SEAL: eoauuoaa IH11?� MEET NAONFIBA Y 01 CONSIMENT VYIi!•t APPUCABI..E UCEN5ING LAWS THIS SM CERTIFIES THAT THE ARCHITECTURAL DESIGN WORK WAS PREPARED EITHER PERSONALLY BY ME OR UNDER MY IMMEDIATE AND DIRECT SUPERVISION AND CONTROL. verizonil DATE DRAWN: 04/03/2025 ATC JOB NO: 14930946 CUSTOMER ID: 5000024423 CUSTOMER NAME: NEW POST ANTENNA & EQUIPMENT INFORMATION SHEET NUMBER: REVISION. C-402 0 to Bend Hi Band 1� 700 850 f a-1 to BeeO ti eww PCs I I AWS11+ 4449 n I H. — 8843 Tower (Sector Desigri) Shelter PLUMBING DIAGRAM - AWS3 AIR6419 b Alpha, Beta, Gamma Lermft RIET do signal capable port 1 (40 according to band FiSer fff F1lberiumper Notes: - Antenna view is from the back of the antennas -Coors of connection are just for clarification - Fodow RET cabling standard for nan-Smart 15W-T Ants - Non-RF path elements Me ovP/HTTA em and Hybrid cables not shown -size of objects in drawing doesn't reflect equipment true dimension ► LFAERICAN TOWER' LA,& B 49030 Pontiac Tall, SUite 400 Wixom, Michigan 48393 PHONE: (248) 705-9212 REV. DESCRIPTION BY DATE AA PRELIM CD RC 03/25/2025 QD FINAL CD RC 04/03/2025 0 A ATC SITE NUMBER: 419030 ATC SITE NAME: BL-NEW POST - PLUM CREEK WI CUSTOMER SITE NAME: NEW POST SITE ADDRESS: 7006N HELSING ROAD OJIBWA, WI 54862 SEAL: G(0) A LCHMM - knras m wWl M"M ow CONSlSi'fNT WfTii APPUrnHLE 1JCFNS= LAWS WS SEAL CERTIFIES THAT THE ARCHITECTURAL DESIGN WORK WAS PREPARED EITHER PERSONALLY BY ME OR UNDER MY IMMEDL1TE ANO DIRECT SUPERVISION AND CONTROL. ' J Verizon DATE DRAWN: 04/03/2025 ATC JOB NO: 14930946 CUSTOMER ID: 5000024423 CUSTOMER NAME: NEW POST PLUMBING DIAGRAM SHEET NUMBER: REVISION: C-403 0 PROPOSED ANTENNA EXISTING T-ARM PROPOSED 5G ANTENNA MOUNTING DETAIL - TYPICAL SCALE: N.T.S. PROPOSED OVP (MOUNT PER MANUFACTURER'S SPECS) (ENSURE THAT BRACKET DOES NOT CONFLICT WITH EXISTING OR PROPOSED EQUIPMENT) PROPOSED MOUNTING PIPE ATTACHED TO BOTH HORIZONTAL MEMBERS ON PROPOSED STAND-OFF SUPPORT FOR 3-SIDE PROPOSED SECTOR FRAME ARRAY PROPOSED HORIZONTAL MEMBER ON PROPOSED STAND-OFF SUPPORT (TYP.) FOR 3-SIDED SECTOR FRAME ARRAY PROPOSED OVP MOUNTING 2 SCALE: N.T.S. ARIMCAN TOWIRW LA 49030 Pontiac Trail, Suite 400 Wixom, Michigan 48393 PHONE: (248) 705-9212 REV. DESCRIPTION BY DATE AA PRELIM CD RC 03/25/2025 AD FINAL CD _ RC 04/03/2025 A �- ATC SITE NUMBER: 419030 ATC SITE NAME: BL-NEW POST - PLUM CREEK WI CUSTOMER SITE NAME: NEW POST SITE ADDRESS: 7006N HELSING ROAD OJIBWA, WI 54862 SEAL: PER F k11Tta e wErr ggpB6b CONSISTENT WITH APPLICA9LE LICENSING LAWS IHIS SEAL CERTIFIES. THAT THE ARCHITECTURAL DESIGN WORK WAS PREPARED EITHER PERSONALLY BY ME OR UNDER MY IMMEDIATE AND DIRECT SUPERVISION AND CONTROL. veraonil DATE DRAWN: 04/03/2025 ATC JOB NO: 14930946 CUSTOMER ID: 5000024423 CUSTOMER NAME: NEW POST MOUNT DETAILS SHEET NUMBER: REVISION: C-501 0 EXISTING ANTENNAS TO EXISTING ANTENNA MASTS EXISTING COAX GROUND KITS PROPOSED #6 AWG STRANDED CU WIRE WITH GREEN, 600V, THWN INSULATION TO PROPOSED RRU GROUND LUG (TYP.) PROPOSED ANTENNA PROPOSED JUMPER PROPOSED CONNECTOR AND WEATHERPROOFING KIT PROPOSED WEATHERPROOFING KIT — PROPOSED CABLE GROUND KIT 60 ANTENNA CABLE TO CABINET (TYP.) PROPOSED #6 AWG `• `! STRANDED CU i ti • t I / WIRE WITH GREEN, 600V, `�� � 1 I r7 #6 AWG STRANDED CU THWN INSULATION .1`�`�• !► t 11 r WIRE WITH GREEN, 600V, TO PROPOSED OVP BOX �`•`•�`� • I 1 / THWN INSULATION '! •� `1 ! ! I I ' ' I GROUNDING CONNECTION TO EXISTING TMAs EXISTING GROUNDING CONNECTION TO I GROUND BAR MOUNTED 3 NEAR/BELOW ANTENNA LIGHTNING _� (TO BE INSTALLED IF " PROTECTION SYSTEM f REQUIRED) NOTES: t 1. THIS DETAIL IS INTENDED TO SHOW THE GENERAL GROUNDING REQUIREMENTS. SLIGHT ADJUSTMENTS MAY BE REQUIRED BASED ON EXISTING SITE CONDITIONS. THE CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED AND INFORM THE CONSTRUCTION MANAGER OF ANY CONFLICTS. 2. SITE GROUNDING SHALL COMPLY WITH VERIZON GROUNDING STANDARDS, LATEST EDITION, AND COMPLY WITH VERIZON GROUNDING CHECKLIST, LATEST VERSION. WHEN NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN. 1 TYPICAL ANTENNA GROUNDING DIAGRAM SCALE: N.T.S. 1/4"0 HILTI KWIK BOLT III f. 3/8" THREADED INSULATOR 3/8" X 3/4" SS WHERE INDICATED BOLT (TYP.) �oolY �TSAJ ` GROUND BAR ��YY lVl77 MOUNTING BRACKET �y f r'• ° 1/4" X 4" X 12" .� GALVANIZED BUSS BAR TWO -HOLE LUG, TO BE USED 3/6" SS LOCK WITH 42 AWG BCW WASHER (TYP.) GROUND BAR NOTES 1. GROUND KITS COME WITH ALL HARDWARE, NUTS, BOLTS, WASHERS, ETC. EXCEPT THE STRUCTURAL MOUNTING MEMBER(S). 2. GROUND BAR SHALL BE BOLTED TO STRUCTURAL MEMBER OR ANCHORED TO CONCRETE SLAB W/ HILTI KWIK BOLT III. MAIN GROUND BAR DETAIL SCALE: N.T.S. TO ANTENNA ANTENNA CABLE 2 112"0 MAX GROUNDING KIT PER CABLE MANUFACTURER'S RECOMMENDATIONS (ANDREW OR APPROVED EQUAL) #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) TO GROUND BAR I TO EQUIPMENT GROUND KIT NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. CONTRACTOR SHALL PROVIDE WEATHERPROOFING KIT (ANDREW PART NUMBER 221213) AND INSTALL/TAPE PER MANUFACTURER'S SPECIFICATIONS. r CABLE GROUND KIT CONNECTION DETAIL SCALE: N.T.S. GRADE '- w 5 Lu #2 SBTC Z----------------- ---------- EXOTHERMIC WELD COPPER CLAD TEEL p�clQ° GROUND ROD GROG N a G G0�004>• NOTES: 1. SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS. 2. COORDINATE UTILITY, LOCATE BEFORE DIGGING. 3. CONDUIT TRENCHING DEPTHS AT 36" OR 6" BELOW FROST LINE, WHICHEVER IS GREATER. 4, ALL RING AND RADIAL DEPTHS AT 30" OR 6" BELOW FROST LINE, WHICHEVER IS GREATER. GROUND ROD DETAIL SCALE: N_T.S_ 3/8" X 1-1/4" SS BOLT 3/8" SS LOCK WASHER (EACH SIDE) (EACH SIDE) 1/4" X 4" X 6" GROUND BAR (ERICO P/N: EGBA14406CC OR EQUAL) TWO -HOLE LUG, TO BE USED WITH #2 AWG BCW (LOWER TOWER GROUND BAR ONLY) GROUND BAR NOTES: 1. GROUND BAR KITS COME WITH ALL HARDWARE, NUTS, BOLTS, WASHERS, ETC. EXCEPT THE STRUCTURAL MOUNTING MEMBER(S). 2. GROUND BAR TO BE BONDED DIRECTLY TO TOWER. 0 TOWER GROUND BAR DETAIL SCALE: N.T.S. EXOTHERMIC WELD (THERMOWELD OR EQUIVALENT) PARALLEL, NO T-WELDS ALLOWED (NO SLAG OR DEFORMITIES ALLOWED) JUMPER, #2 SBTC ••�� GROUNDING EXTERIOR GROUND RING CONDUCTOR #2 SBTC GROUNDING CONDUCTOR fie' 1 1 TIE CONNECTION DETAIL SCALE: N.T.S. 4,iYVMERWAN TOWER• 49030 Pontiac Suite 400 Wixom, Michigan 48393 PHONE; (248) 705-9212 REV, DESCRIPTION BY DATE AO PRELIM CD RC 03/25/2025 / / /0\ FINAL CD RC 04/03/2025 ATC SITE NUMBER: 419030 ATC SITE NAME: BL-NEW POST - PLUM CREEK WI CUSTOMER SITE NAME: NEW POST SITE ADDRESS: 7006N HELSING ROAD OJIBWA, WI 54862 SEAL: ®yolaun8Ypf. wa f i1ralGtltld � � k11Tti WWRODWRID, A? a CONSISTENT WITH APPLICABLE LICENSING LAWS THIS SEAL CERTIFIES THAT THE ARCHITECTURAL DESIGN WORK WAS PREPARED EITHER PERSONALLY BY ME OR UNDER MY IMMEDIATE AND DIRECT SUPERVISION AND CONTROL. venzonl/ DATE DRAWN: 04/03/2025 ATC JOB NO: 14930946 CUSTOMER ID: 5000024423 CUSTOMER NAME: NEW POST GROUNDING DETAILS SHEET NUMBER: REVISION: E-502 0 Iveruzon PrF ftts',li'-?'o Paul J. Ford and Company 250 East Broad Street Suite 600 Columbus, OH 43215 (614) 221-6679 PJ Fmount@pauljford.com Antenna Mount Analysis Report with Hardware Upgrades and PMI Requirements Mount Analysis SMART Tool Project #:10273679 Paul J. Ford Project #: 24324-2939.002.81 90 February 21,2025 Site lnformation Structure lnformation Srle /D: Srte Name: Carrier Name: Address: Latitude: Longitude: Tower Type: Mount Type: 5000024423-VZW / NEW POSI NEW POST Verizon Wireless Helsing Road Ojibwa, Wisconsin 54862, Sawyer County 45.887267" -91.171919" 260-Ft Se/f Support 13.00-Ft Sector Frame FUZE lD # 17213324 Analvsis Results 13.00-Ft Sector Frame: 56.1% Pass wl Hardware Upgrades* * Antennas and equipment to be installed in compliance with PMI Requirements of this mount analysis. *** Co ntracto r P M I Req u i rem e nts: lncluded at the end of this MA report Available & Submitted via portal at https://pmi.vzwsmart.com For additional questions and support, please reach out to: p m i s u p po rt@p a u ljfo rd. c o m Report Prepared By: Christian Lopez Vogler '"t/'t-''rit' : l I I l r r, al'{l 1S co&t .: -'f PEBEXAH M. DORRIS E-47595 COTUMBI'S, OHCI t lrt ,rtll tlr f, 021211202s Mount Structural Analysis Report (3) 13.00-Ft Sector Frames Analvsis Criteria: Codes and Standards: Wind Parameters: Seismic Parameters: February 21,2025 Site lD: 5000024423-VZW / NEW POSI Page | 2 Executive Summarv: The objective of this report is to determine the capacity of the antenna support mount at the subject facility for the final wireless telecommunications configuration, per the applicable codes and standards. Any modification listed under Sources of lnformation was assumed completed and was included in this analysis. This analysis is inclusive of the mount structure only and does not address the structural capacity of the supporting structure. This mounting frame was not analyzed as an anchor attachment point for fall protection. All climbing activities are required to have a fall protection plan completed by a competent person. Sources of lnformation: ANSI/TIA-222-H Basic Wind Speed (Ultimate 3-sec. Gust), VuLr: lce Wind Speed (3-sec. Gust): Design lce Thickness: Risk Category: Exposure Category: Topographic Category: Topographic Feature Considered: Topographic Method: Ground Elevation Factor. K": 106 mph 50 mph 1.50 in il B 1 N/A N/A 0.948 0.04'1 g 0.021 g Ss: Sr. Maintenance Parameters: Wind Speed (3-sec. Gust): Maintenance Live Load, Lv: Maintenance Live Load, Lm Analysis Software:RrsA-3D (V22.0.1) 30 mph 250 lbs. 500 lbs. Radio Frequencv Data Sheef /RFDS)Verizon RFDS, 17213324, dated Februarv 19. 2025 Mount Mapping Report Elite-lCT, Project# ATC- 419030/ VZW- 808, dated February 7, 2025 Document Type Remarks Mount Structural Analysis Report (3) 13.00-Ft Sector Frames February 21,2025 Site lD: 5000024423-VZW / NEW POSI Page | 3 Final Loadinq Configuration: The following equipment has been considered for the analysis of the mounts Mount Elevation (frl Equipment Elevation {ft) Quantity Manufacturer Model Status 256.00 r 256.00 3 Ericsson AlR6419 Added3RavcapRVZDC-3315-PF-48 6 Commscope NHH-65C.R2B Retainedt)Ericsson 2x8843 3 Ericsson 4449 It is acceptable to install up to any three (3) of the OVP model numbers listed below as required at any location other than the mount face without affecting the structural capacity of the mount. lf OVP units are installed on the mount face, a mount re-analysis may be required unless replacing an existing OVP. Model Number Ports AKA RHSDC-1064-PF48 2 OVP-2 RC3DC-3315-PF-48 6 OVP-6 RC3DC-3300-PF-48 b OVP-6 RC3DC-4750-PF48 6 OVP-6 RHSDC-6627.PF48 12 ovP-12 RHSDC-6600-PF-48 12 ovP-12 Standard Conditions: All engineering services are performed on the basis that the information provided to Paul J. Ford and Company and used in this analysis is current and correct. The existing equipment loading has been applied at locations determined from the supplied documentation. Any deviation from the loading locations specified in this report shall be communicated to Paul J. Ford and Company to verify deviation will not adversely impact the analysis. 2. Mounts are assumed to have been properly fabricated, installed and maintained in good condition, twist free and plumb in accordance with its original design and manufacturer's specifications. Obvious safety and structural issues/deficiencies noticed at the time of the mount mapping and reported in the Mount Mapping Report are assumed to be corrected and documented as part of the PMI process and are not considered in the mount analysis. The mount analysis and the mount mapping are not a condition assessment of the mount. Proper maintenance and condition assessments are still required post analysis. 3. For mount analyses completed from other data sources (including new replacement mounts) and not specifically mapped in accordance with the NSTD-446 Standard, the mounts are assumed to have been properly fabricated, installed and maintained in good condition, twist free and plumb in accordance with its original design and manufacturer's specifications. 4. All member connections are assumed to have been designed to meet or exceed the load carrying capacity of the connected member unless otherwise specified in this report. 5. The mount was checked up to, and including, the bolts that fasten it to the mount collar/attachment and threaded rod connections in collar members if applicable. Local deformation and interaction between the mount collar/attachment and the supporting tower structure are outside the scope of this analysis. 1. Mount Structural Analysis Report (3) 13.00-Ft Sector Frames Februaty 21, 2025 Site lD: 5000024423-VZW / NEW POST Page | 4 6. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. Paul J. Ford and Company is not responsible for the conclusion, opinions, and recommendations made by others based on the information supplied. 7. Structural Steel Grades have been assumed as follows, if applicable, unless otherwise noted in this analysis: o Channel, Solid Round, Angle, Plate ASTM A36 (Gr.36) o HSS (Rectangular) ASTM 500 (Gr.846)o Pipe ASTM A53 (Gr. B-35)o Threaded Rod F'1554 (cr.36) o Bolts ASTI\,,1 4325 Discrepancies between in-field conditions and the assumptions listed above may render this analysis invalid unless explicitly approved by Poul J. Ford ond Compony. Mount Structural Analysis Report (3) 13.00-Ft Sector Frames Analvsis Results: February 21,2025 Site lD: 5000024423-VZW / NEW POSI Page | 5 Face Horizontals 56.1%Pass Standoff Members 35.8%Pass Tie Backs 7.3%Pass Bracino Membens 23.5%Pass Mount Pipes 53.3%Pass Mount to Tower Connection 11.8%Pass * Results valid after hardware upgrades noted in the PMI Requirements are installed Mount Connection Envelope Reactions: Notes: - Axial loads act along the axis of the tower leg - Lateral reactions act perpendicular to the tower leg - Moment loads introduce bending moment to the tower leg - Torsion loads introduce twisting moment to the tower leg Mount Steel (EPA)a per ANSI/T|A-222-H Section 2.6.11.2: Notes: - (EPA)a values listed above may be used in the absence of more precise information - (EPA)a values in the table above include 1 sector(s). - Ka factors included in (EPA)a calculations Top Standoff 257.5 N1 s23 225L 0.000 0.000 153 L 341.4 0.000 0.000 0.000 '1.407 3L1.2 0.000 0.000Bottom Standoff 254.5 N4 511 1402 0.000 0.000 0.000Tieback258.5 N56 22 153 0.000 0.000 72 98 3s3 0.000 0.000Tieback257.5 N67 9 643 0.000 0.000 30 16.523.313.3 6.50 25.111.0 35.821.60.5 33.315.0 47.8129.4 Component Utilization %Pass/Fail Structure Rating - (Controlling lJtilization of all Components)56.1o/o Connection Description Elev. AGL (F0 Node Labe! Envelope Wind Reactions Axial (Lbs) Lateral (Lbs) Moment (K.FO Torsion (K-Ft) Axial {Lbs) Lateral (Lbs) Moment (r(-F0 Torsion (K+t) lce Thickness {ln) Mount Pipes Excluded Mount Pipes lncluded Front (EPAla (sq. Ft.) Side (EPAla {Sq. Ft.) Front (EPA)a (Sc. Ft.) Side (EPA)a (sq. Ft.) Mount Structural Analysis Report (3) 13.00-Ft Sector Frames February 21,2025 Site lD: 5000024423-VZW / NEW POSI Page | 6 Requirements: The existing mounts will be SUFFICIENT for the final loading configuration shown in attachment 2 upon the completion of the requirements listed below. a lnstall (1) new 72" long P2.0 STD (2.375" a x0.154") pipe on all sectors for OVP's, installed on the standoffs with (2)VZWSMART MSK1 kits each. ANSI/ASSP rigging plan review services compliant with the requirements of ANSI/TIA 322 are available for a Construction Class lV site or other, if required. Separate review fees will apply. Attachments: L. Contractor Required Post lnstallation lnspection (PMl) Report Deliverables 2. Antenna Placement Diagrams 3. Mount Photos 4. Mount Mapping Report (for reference only) 5. AnalysisCalculations Mount Desktop - Post Modification lnspection (PM!) Report Requirements Documents & Photos Required from Contractor - Passing Mount Analysis Passing Mount Analysis requires a PMI due to a modification in loading. Electronic pd f version of this can be downloaded at https://pmi.vzwsmart.com For additional questions and support, please reach out to pmisupport@pauljford.com MDG #: 5000024423 SMART Project #: 10273679 Fuze Project lD:17213324 Purpose - to provide SMART Tool structural vendor the proper documentation in order to complete the required Mount Desktop review of the Post Modification lnspection Report. . Contractor is responsible for making certain the photos provided as noted below provide confirmation that the installation was completed in accordance with this Passing Mount An a lysis. . Contractor shall relay any data that can impact the performance of the mount, this includes safety issues. Base Requirements: o lf installation will cause damage to the structure, the climbing facility, or safety climb if present or any installed system, SMART Tool vendor to be notified prior to install. Any special photos outside of the standard requirements will be indicated on the drawings. o Provide "as built mount drawings" showing contractor's name, contact information, preparer's signature, and date. Any deviations from the drawings (Proposed modification) shall be shown. NOTE: lf loading is different than what is conveyed in the passing mount analysis (MA) contact the SMART Tool vendor immediately. . Each photo should be time and date stamped . Photos should be high resolution. . Contractor shall ensure that the safety climb wire rope is supported and not adversely impacted by the install of the modification components. This may involve the install of wire rope guides, or other items to protect the wire rope. lf there is conflict, contact the SMART Tool engineer for reco m mend atio n s. . The PMI can be accessed at the following portal https://pmi,vzwsmart.com Photo Requirements: Photos token at oround levela o Photo of Gate Signs showing the tower owner, site name, and number. o Overall tower structure after installation. o Photos of the mount after installation; if the mounts are at different rad elevations, pictures must be provided for allelevations that equipment was installed. Photos t oken ot Mount Elevotio n o Photos showing the safety climb wire rope above and below the mount prior to insta llation. o Photos showing the climbing facility and safety climb if present. o Photos showing each individual sector after installation. Each entire sector shall be in one photo to show the interconnection of members.. These photos shall also certify that the placement and geometry of the equipment on the mount is as depicted in the antenna placement diagram in this form. o Photos that show the model number of each antenna and piece of equipment installed per sector. Antenna & equipment placement and Geometrv Confirmation: The contracton shall certify that the antenna & equipment placement and geometry is in accordance with the sketch and table as included in the mount analysis and noted below E the contractor certifies that the photos support and the equipment on the mount is as depicted on the sketch and table included in this form and with the mount analysis provided. OR E fne contractor notes that the equipment on the mount is not in accordance with the sketch and has noted the differences below and provided photo documentation of any alterations. Special lnstructions / Validation as required from the MA or anv other information the contractor deems necessary to share that was identified: lssue: a lnstall (1) new 72" long P2.0 STD (2.375" a x0.154") pipe on all sectors for OVP's, installed on the standoffs with (2) VZWSMART MSK1 kits each. Special I nstruction Confirmation : E the contractor has read and acknowledges the above special instructions. E lll hardware listed in the Special lnstructions above (if applicable) has been properly installed, and the existing hardware was inspected' tr the material utilized was as specified in the SMART Tool engineering vendor Special lnstructions above (if applicable) and included in the material certification folder is a packing list or invoice for these materials. OR a E the material utilized was approved by a SMART Tool engineering vendor as an "equivalent" and this approval is included as part of the contractor submission. Comments: E Yes trNo Contractor certifies no new damage created during the current instatlation: ! Yes trNo Contractor to certifu the condition of the safety climb and verifv no damage when leavine the site: tr Safety Climb in Good Condition ! Safety Climb Damaged supporting photos: lllustration #7 Certifying lndividual: II'' OF HIGHEST APPUNTENANCE =--T- ToAL VTRTICAL ENVELOPE = I ItP OF I^OW€ST APPURTENANCE - TIP Ot HIGHEST APPURTTNANCE = TOIAT VtRTICAI EalvtLOPE = I_t I'P Of LOW€sT A}PURTTNANC€, lllustrotion #2 Company: Employee Name: Contact Phone: Email: Date: Contractor certifies that the climbine facilitv / safetv climb was not damaged prior to startins work: ) il Structure: 5000024423-VZW - NEW POST Se tor: A Str t re Type: Sel S pport Mo t Elev: 256.00 10273679 2t21t2025 P ge:1 rirF PAUL J. FORO I Plan View FrontView- Loo ig tStr t re R4 OVP to be installed on standoff pipe 23 1 Re # Model Height (i ) width (i ) H Dist Fr L. C.A t Fr T. At HO Pipe Pipe A t # Pos V Pos Stts Vlidtio A1 AtR6419 28.3 15.1 149 1 Fro t 63 0 Added A2 NHH.65C-R2B 96 1 1.9 101 2 Fro t 630 Ret i ed O2n7!2025 R5 4449 '15 13.2 101 2 Behi d 30 0 Ret i ed O2lO7l2O25 M NHH.65C.R2B 96 1 1.9 50 3 Fro t 63 0 Ret i ed 0210712025 R4 2x8843 15 13.2 50 Behi d 30 7 Ret i ed OZlO7l2O25 R4 2x8843 tc 13.2 50 Behi d 30 7 Ret i ed 0210712025 Copynght2olg yTo erE gi eeri gSol tio s,LLc.AllRightsReserved X \ {2 \2 t Structure: 500O024423-VZW - NEW POST Se tor: B Str t re Type: Sel S pport Mo t Elev: 256.00 10273679 2t21t2025 P ge:2 rs PAUL J. FORD I Plan View FrontView- Loo ig tstr t re R4 23 1 OVP to be installed on standoff pipe Re # Model Height (i ) width H Dist Fr L. Pipe C.A t Fr T. At HO(i )# Pipe A t Pos V Pos stts V lid tio A1 AlR6419 28.3 16.1 149 1 Fro t 63 0 Added AZ NHH-65C-R2B 96 11.9 101 2 Fro t 63 0 Ret i ed 0210712025 Behi d 30 0 Ret i ed 0210712025R5 4449 15 13.2 101 2 A2 NHH-65C-R2B 96 11.9 50 3 Fro t 63 0 Ret i ed OZl07l2O25 R4 2x8843 15 13.2 50 Behi d 30 7 Ret i ed 0210712025 R4 2xg843 15 13.2 50 Behi d 30 -7 Ret i ed 0210712025 Copyright2o'1g yTo erE gi eeri gSol tio s,LLC.AllRightsReseryed Structure: 500002'1423-VZW - NEW POST Se tor: C Str t re Type: Sel S pport Mo t Elev: 256.00 't0273679 2t21t2025 P ge:3 PF PAUL J. FORO I Plan View FrontView- Loo ig tstr t re R4 23 OVP to be installed on standoff pipe Re # Model Height (i ) width H Dist Fr L. Pipe C.A t Fr T. At HO(i )# Pipe A t Pos V Pos Stts Vlidtio 0 Added28.3 15.1 149 '1 Fro t 63A1 AtR6419 Ret i296 1 101 15 13.2 101 2 Behi d Ret iR5 09b3Fro t 63 Ret i ed 021071202511.9 50A2 NHH.65C-R2B 3 7 Ret i ed O2lO7l2O2513.2 50 Behi d 30R4 2x8843 15 Ret i ed 0210712025Behi d 3013.2 50 3R4 2x8843 Copyright2Ol9 yTo erE gi eeri gSol tio s,LLC.AllRightsReseryed 1 A2 NHH.65C.R2B Frot 63 0 M49 Proposed OVP location Ilrnrsa Paul J. Ford 50000 2442 3-VZW_M T_LOT-SectorA-H AL-1 CALV Feb 21, 2025at 01:28 PM Project No. 10273679 5000024423-VZW_MT_LOT I 1277951 2nPO25 Self Suppon 260-- ,55-5 PAUt J. FORD & COMPANY TtS is .i mb as I mu* be assessed herein is conedered confidential in nat!re and ts ro be used onlyfor the rpecific cu*omer it was Sedor/ Position Mount Pipe 5i.e & len8th Offsd Dirension ffset "C1, c2, c3, dc.' Sedor / Position Mount Pipe Sire & Length Offset Horizontal ffird "c1, c2, c3, et.." 1 -1l4"x1/8"x96"7.N c1 2-rl4'x{A" x96''79.00 7.OO A2 2-1la" xt/8" \126"81.00 5S.00 2-114" x118" \126"81.00 14" \l/8" x126"81.00 i06.00 c3 Z-!a" x1/8' x126"81.00 106.00 c4 A5 c5 A6 c6 B1 79.00 7.00 s2 2-U4'' x1/8" x125"81.00 s5.00 D2 B3 z-tl4"x1/a"x126"81m 1Gm D3 B4 D4 !D5 E j D6 if> Distahce from rail to of Carier below-bottom SEC1M A s€cIm c LEC CtE6 I jiL SECTOR A UGA -ll II -lI II lI^'" 11.,. I .l rL Enter antenna model- lf not labeled, ente. "Unknown"Mounting Locations IUnits are inches and degrees] Photos of antennas E 6 Antenna Models if Known width (in. ) oepth (in. ) Height (in.) Coax Size and atv Antenna CenteF line (Ft.) Veftical Distances"blr, b2u, bu, brb...." (lnches) ''h" lUre'r" behind) Antenna Azimuth {Degrees) Photo Numbers Sector A Ant1"unknown 11.00 s.00 95.00 255.5 38.00 10.m 30.00 Mtr" Antr"NHH-65C-R2B 12.00 7.50 96.00 255.5 51.00 9.00 30.00 Ant2b 4449 85 813 13.00 9.00 18.00 31.00 -9.00 tutz. Antb NHH-65C-R2B 12.00 7.50 96.00 255.5 51.00 9.00 30.00 Ant$8843 82 866A 13.00 11.00 18.00 18.00 -9.00 Ant&8843 82 866A 13.00 11.00 18.00 43.00 -9.00 Ana6 Ant4b Ant& Ant* Ant 6 Stardo{f Ant on Standoff Ant on RC3DC-3315-PF-48 15.00 10.00 20.00 Antenna Lavout {Looking Out From Tower} Anlenna Mount Mapping Form (PATENT PENDING) FCC ' l|", ' -rl c2 4"x1l8"r96" ffi Mount Azimuth (oetre) tor Each Sedor Tower Leg Azimuth (Degree) tor Each Sedor Ant1"Unknown 11.00 5.00 95.00 255.5 38.00 Sedor A:30.00 D€s l-ec A:0.00 lo"" Sector B;150.00 Des Lec B:120.00 lo""Ant j. Sector C:270.OO DeE les C:240.OO I o"*Antb NHH-65C-R2B 12.00 7 _50 96.m 255,5 51.00 9.00 1s0.00 Sector D:Deg LeB D:I o"c Ant2b ,1449 85 813 13.00 9.00 18.00 31.00 -9.00 Cllmbing Facility lnformation Ant2. Location:60.00 Deg Outside Face A Antl.NHH.65C.R2B 12.00 7.50 96_00 255.5 51.00 9.00 150.00 Climbing Facility Corrcsion Type:Good condition.Ant3b 8843 82 8664 13.00 11.00 18.00 18.00 -9.00 A(cess:Climbing path was unobstructed-Antk 8843 82 856A 13.00 11.00 18.00 43.00 -9.00 Condition:Good condition. Ant6 Ant& Ant$ Ant$ Antsc Standoff Ant on Standoff Ant on RC3DC-3315-PF-48 15.00 10.00 20.00 Ant on htr.[-lnknown 11.00 5.00 95.00 255.5 38.00 10.00 270.00 Anttb tut:.NHH-65C.R28 12.@ 7.50 96.00 255.5 51.00 9.00 270.00 Ant2b 4449 85 813 13.00 9.00 18.00 31.00 -9.00 tutr. Ant3.NHH.65C.R2B 12.00 7,50 96.00 255.5 51.00 9.00 270.N Antrh 8843 82 866A 13.00 11.00 18.m 18.00 -9.00 Ant3c 8843 82 865A 13.00 1 1.00 18.00 43.00 -9.00 Ant- Ants Ant& Antsb Ant& Ant on Sbndoff Ant on Standoff RC3DC-3315-PF-48 15.00 10.00 20.00 Sector D Antr. Antlb Antrc Ant26 Antr. Ant3u Antrb Ant* Ant6 Antr Antsb Ants Ant on Standoff Ant on Standoff Ant on Tower Ant on Sector B ;x- qail rllllliI t,' \--\ 10.00 150.00 Sector /. t'l 1 ,255',5"9 A, {A-) -.1 t___l tr J.J. ri I fl |1I i--l J--J q,r - i lssue H Photo # I 2 Please create all required detail sketches of the mounts and insert them into the "Sketches" tab. Please measure and enter the bolt sizes and types under the Members Box in the spreadsheet of the mount type. Take and label the photos of the tower, mounts, connections, antennas and all heasurements. Minimum 50 photos are required. Please measure and report the size and length of all existing antenna mounting pipes. Please measure and repo.t the antenna information for all sectors. on antenna mounts sheet or contents of sheet from thi5 structuralPlease report any mounts, Don't delete or form. DPs.riotion of lssuP 3 4 5 6 7 8 Mapplng Not€t fcc IAntenna Mount Mapping Form (PATENT PENDING) t277957 Oale: l{umber or lO: tf Stgt{;'^9*D Elevation 255.5 climb .t it must be assessedTtS is with OSHA PAIENI PTNOITG-in natu.e and is to be usd only customer t was intendd for. Reprodudion, kansmEsion, publication, Please lnsert Sketches of the Antenna Mount FACE VIEW Antenna Mount Pipe 2-1/4" \ l/8" t96" V B@m 125',28" 106'55', 5ID€ VIEW TOWER TO MOUNT CONNECTIOil: Each 45-5/8"x 1-3l4"x 3/16" v Boom is atached tothe tower let with lll 11-314"\2-1/4"x 4"r 1/4" Bent Plate, (1) 9"x 2-U2"x 1/2" Saddle Plate, (1) 9-7l8"x 4-3l8"x 3-1l2"x 5/16" t-plate, {2) 3/4" Bolts, (1) 6"r 3-1l8"x 1/2" welded Tab, and (2) 9/15" Bolts. Each 45-5l8"r 1'3l4"r 3/16" V Boom is aftached to each Hand or F@t Rail with (1) 4-1l4"r 3' U8"x 1/2" Welded Tab, (1) 6"x 3-1l2"x 9/15" welded Tab, and (1) 5/8" Bolt. Each v Eoom is.uppoded by (2) 3f-1/2"x 7/8" vedical Suppons and (1) 45"x 7/8" Diatonal Suppon. All suppofts are welded into place. MOUNTTO FACE CONNECIIOI: Each Antenna Mount Pipe is atached to each Hand or Foot Rail with (11 Square Plate and 14) U-bolts. Each 15G1/2"x 2-1l4"x 1/8" Tiebacl anached to P1 with (1) !4uare Plate and (4) t,-bolts. Each l9u.1/2"x2-1l4"xL/8'Tieback it atached to the tryer le8 with rimilar hardware- Each 72"x 2-1/4"x 1/8" Tieback is aftached to each Hand or Foot Rail with (1) 4'x 3-1l8"x 2,U2"x 3/8" Swivle Plate, (1) 6"1 3-1/2"x 9/16" welded Tab, and (2) 9/16" 8olts. Each 72"x 2-1l4"x 1/8" Tieback is , anached ro the tower leg with (1) 13-3l4'x 2-3/4"x 4"r 1/4" Bent Plate, ltl9 t2.ll2"x 112" saddle Plate, (2) l/4" BolB, (1) 4"x l-1l8"r 2-1l2"r 3/8" Swivle Plate, and (3) 9/16" Bolts Venical Support 3t-ll2"x7/a" DiaBonal Suppod a5"x1 /a" Hand or Foot Rail 156"x 1-3/4"x 3/16" Antenna Mount Pipe 2-ll4" x1/a" x126" 72"\2-114"\l/8" Tleback Tieback lso-l/2"t 2-Ll 4"x !a" 33' Antenna Mount Pipe Tieback 42" V 8@m a6-5/8"r 1-3l4"r 3/16" I Self I El telCT I t I FCC 'Antenna Mount Mapping Form (PATENT PENDING) 1271951 Amedcan To@r Coporalion iMaoDino Date:2n 12025 Site Namo:Self Suppod Site Number or lO:ATC- 4 1 9030/ VZVV- 808 lTower H€isht (Ft.):260 llF lt'"tiil,?*D Mapplnq Contractor:Elit+lCT 255.5 is the propertyofTES and under pAIENT PENDING. fte formation conbined herein ts considered confidential in nature TE5 rs not ente, Transmission Line Type Quantity Please add a description if Located on Tower Face Photo E Additional Comments "other" All sectoG Coax 6 Ls/a"c Hybrid 3 L-114'c Please enter inromation about additiohal RF equipment. Equipment Type (Pick from List)Quantity Model Numbers if Known width (in. ) Depth {in.) Height (in.)Location Photo f Sedor A Sedor B Srdor C Diameter/Size (in.) Additional Comments Equipment Type (Pick from List)Quantity Model Numbers if (nown width lin.l Depth {in.l Height {in.)Location Photo fl Additional Comments Sector O G,ound Egulpment hrnrsa Paul J. Ford 500002442 3-VZW-MT-LOT-SectorA-H SK-1 CALV Feb21,2025aL01:27 PM Project No. 10273679 50000244 23-VZW_[\4T_LOT .4, Envelope Only Solution s f.\ o llrnrsa Paul J. Ford 5000024423-VZW MT LOT SectorA H SK-2 CALV Feb 21 . 2025 al 01:27 PM Project No. 10273679 s000024423-vzw MT LOT Code Check (Env) >'1.0 .90-'1.0 .75-.90 .50-.75 0 -.50 Member Code Checks Drsplayed (Enveloped) Envelope Only Solutron ,I tq i- Z x Shear Check Ii (Env) No Calc >10 90-1 0 .75-.90 .50-.75 0 -.50 0.06 o o 0 0 07 0 o c{9 Member Shear Checks Displayed (Enveloped) Envelope Only Soluiion o oo o SK-3Paul J. Ford F eh 21 . 2025 al01:27 PMCALV 5000024423-VZW |\,4T_LOT 5000024423-VZW_MT_LOT_SectorA-H Project No. 10273679 llrnrsa H II 2 InRrsA Company Designer Job Number Model Name Paul J. Ford CALV Project No. 10273679 5000024423-V ZW_M T_LOT_Sec. 2t21t2025 1:28:43 PM Checked By Model Settinos Number of Reported Sections 5 Number of lnternal Sections 100 Member Area Load Mesh Size (in'?)144 Consider Shear Deformation Yes Consider Torsional Waroino Yes Approximate Mesh Size (in)12 Transfer Forces Between lntersectino Wood Walls Yes lncrease Wood Wall Nailinq Capacitv for Wind Loads Yes nclude P-Delta for Walls Yes Ootimize Masonrv and Wood Walls No Maximum Number of lterations 3 Sinqle No Multiole (Ootimum)Yes Maximum No Global Axis corresoondino to vertical direction Convert Existinq Data Yes Default Global Plane for z-axis xz Plate Local Axis Orientation Nodal Hot Rolled Steel AISC 1sth (360-16): LRFD Stiffness Adiustment Yes (lterative) Notional Annex None Connections Cold Formed Steel hlnno None Stiffness Adiustment Yes (lterative) Wood None Temoerature < 100F Concrete None Masonrv None Aluminum None Structure Tvoe Buildinq Stiffness Adiustment Yes flterative) Stainless None Stiffness Adiustment Yes (lterative) Comoression Stress Block Rectanorrlar Stress Block Analvze usino Cracked Sections Yes Leave room for horizontal rebar solices (2*d bar soacino)Yes List forces which were ionored for desion in the Detail Reoort Yes Colrrmn lt/in Steel 1 Column Max Steel I Rebar Material Soec ASTM 4615 Warn if beam-column framino arranoement is not understood No Number of Shear Reoions 4 Reoion 2 & 3 Soacino lncrease lncrement (in)4 Code None Base Elevation (ft) lnclude the weioht of the structure in base shear calcs Yes RISA-3D Version 22 [ 5000024423-VZW-MT-LOT-A-H. r3d ]Page 1 IhREA i":oIfr[f'", Model Name Paul J. Ford CALV Prolect No. 10273679 5000024423-VZW_M T_LOT_Seo. Model Settinos lContinuedl T Z (sec) T X (sec) C,Z 0.02 C,X 0.02 RZ 3 RISA-3D Version 22 [ 5000024423-VZW-[VIT-LOT-A-H. r3d ]Page 2 2t21t2025 1:28:43 PM Checked By : _ hnlsA ,8":J$if0", ' .i:.' Model Name Paul J. Ford CALV Project No. 10273679 50 0O 024 423 -V ZW_M T_L OT_S e c 2t21t2025 1:28:43 PM Checked By General Secfion Sefs Label Hot Rolled Sfeel Seclion Sels Material Area lzz Jtn'yy ltn'tn' GENlA RE4X4 Beam qen Conc3NW 16 21.333 21.333 31.573 RIGID None RIGID 1 e+6 'le+6 1 e+6 1e+6 Label Sh List Material Rule Area lzzvv lln-tn l1A w10x33 Beam None A36 Gr.36 Tvoical 9.71 36.6 171 0.583 A36 Gr.36 23000 11154 0.3 0.65 0.49 36 1_5 58 1.2 A572 Gr.50 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 A,992 29000 11154 0.3 0.6s 0.49 50 1.1 4500 Gr.42 29000 11154 0.3 0.65 0.49 42 1.4 58 1.3 4500 Gr.46 29000 111s4 0.3 0.65 0.49 46 1.4 58 1.3 6 A53 Gr. B (35 ksi)29000 11154 0.3 0.65 0.49 35 1.5 60 1.2 4500 Gr. C 29000 't1154 0.3 0.65 0.49 50 1.1 62 1.1 Label E General Materials Properties Nu Therm. Coeff.eso DenG Yield Fu Rt N Member Primaru Data oen Conc3NW 31 55 1372 0.15 0.6 0.145 lsotropic oen Conc4NW 3644 1 584 0.15 0.6 0.145 lsotrooic 906 0_15 0.6 0.11 lsotrooicqen Conc3LW 2085 oen Conc4LW 2408 1047 0.15 0.6 0.1'1 lsotrooic oen Alum 10600 4077 0.3 1.29 0.'t73 lsotrooic lsotrooicoen Steel 29000 11154 0.3 0.65 0.49 RIGID 1e+6 0.3 0 0 lsotrooic Plate Label lNode JNode List Material Rule 1 M21B N44 N43 sR 0.875 Beam BAR A572 Gr.50 Tvoical 2 t{i22 N48 N47 sR 0.875 Beam BAR A572 Gr.50 Tvoical 3 M23A N46 N45 sR 0.875 Beam BAR A572 Gr.50 Tvpical 4 M24A N50 N49 sR 0.875 Beam BAR 4572 Gr.50 Tvoical 5 M25 N48 N43 sR 0.875 Beam BAR A572 Gr.50 Tvoical 6 M26A N50 N45 sR 0.875 Beam BAR 4572 Gr.50 Tvpical 7 M2OA N17 N19 RIGID None None RIGID Tvoical B M21A N18 N20 RIGID None None RIGID Tvoical I M23 N23 N25 RIGID None None RIGID Tvoical 't0 ti24 N24 N26 RIGID None None RIGID Tvoical 11 M26 N29 N3'l RIGID None None RIGID Tvpical 12 t$27 N30 N32 RIGID None None RIGID Tvoical '13 M34A N58 N56 90 PL1l2X6 None None 4572 Gr.50 Tvoical 14 M35A N59 N57 90 PLlt2X6 None None A572 Gr.50 Tvoical 15 M38 N62 N60 90 PLlt2X6 None None 4572 Gr.50 Tvoical 16 M39 N63 N6'l 90 PL1l2X6 None None A572 Gr.50 Tvpical 17 F1 N2 N3 90 PL5/8x8 None None A572 Gr.50 Tvoical '18 F2 N5 N6 90 PL5/8x8 None None A572 Gr.50 Tvoical '19 M17 N2 N39 90 PL1/2x3.6875 None None 4572 Gr.50 Tvoical 20 tv18 N5 N40 90 PL112x3.6875 None None A572 Gr.50 Tvoical RISA-3D Version 22 [ 5000024423-VZW-MT-LOT-A-H. r3d ]Page 3 Hot Rolled Steel Properties 11 65 IhREA i":ofrl#'* Paul J. Ford CALV Project No. 10273679 5000 024 423-V ZW_M T_L OT_S ec 2t21t2025 'l:28:43 PM Checked By : _ Model Name Member Primarv Data Label lNode JNode Member Advanced Data List Material 21 M19 N3 N41 90 PLl12x3.6875 None None 4572 Gr.50 Tvoical 22 IV12OB N5 N42 90 PL1/2x3.6875 None None 4572 Gr.50 23 M28 N35 N56 90 PL112x3.6875 None None A572Gr.5O Tvoical 24 lvt29 N36 N57 90 PL112x3.6875 None None 4572 Gr.50 Tvoical 25 [r36A N37 N60 90 PL112x3.6875 None None 4572 Gr.50 Tvoical lb r\437 N38 N61 90 PL112x3.6875 None None 4572 Gr.50 27 Nl32 N39 N35 PIPE '1.5X VBrace HSS Pioe 4500 Gr. C 28 M33 N40 N36 PIPE 1.5X VBrace HSS Pioe A500 Gr. C,o tu34 N41 N37 PIPE 1.5X VBrace HSS Pioe A500 Gr, C 30 M35 N42 N38 PIPE 1.5X VBrace HSS Pipe 4500 Gr. C ?,t CBC2 N7 N9 PIPE 1.5X VBrace HSS Pioe 4500 Gr. C Tvoical 32 CBCl N8 N10 PIPE 1.5X VBrace HSS Pioe A500 Gr. C 1e MP3A N22 N21 PIPE 2.0 None None A53 Gr. B (35 ksi'l Tvoical 34 MP2A N28 N27 PIPE 2.0 Beam None A53 Gr. B (35 ksi) 35 MPlA N34 N33 PIPE 2.0 None None A53 Gr. B (35 ksi) 36 M36 N66 N6s PIPE 2.0 None None 4500 Gr. C [r40 N67 N56 PIPE 2.0 None None A500 Gr. C Tvoical 38 MP4A N69 N70 PIPE 2.0 None None A53 Gr. B (35 ksi)Tvpical 39 M42 N68 N75 RIGID None None RIGID Tvoical 40 M43 N64 N76 RIGID None None RIGID Tvpical Label lRelease JRelease Deflection Ratio Seismic DR 1 M21B BenPlN BenPlN Yes Default None 2 M22 BenPlN BenPlN Yes Default None 3 M23A BenPlN BenPlN Yes Default None 4 M24A BenPlN BenPlN Yes Default None 5 M25 BenPlN BenPlN Yes Default None 6 IV26A BenPlN BenPlN Yes Default None 7 M2OA Yes r* NA **None I [/21A Yes ** NA r*None 9 M23 Yes ** NA **None 10 M24 Yes *r NA **None 11 NT26 Yes +* NA **None 12 M27 Yes ** NA **None 13 M34A Yes ** NA r*None 14 M35A Yes None 't5 M38 Yes *r NA *r None 16 M39 Yes *NAr*None 17 F1 Yes ** NA **None 18 F2 Yes --NA*None 19 t\r17 Yes ** NA r*None 20 M18 Yes ** NA **None 21 M't9 Yes *NA*None 22 M20B Yes ** NA **None I\i|28 BenPlN Yes *r NA *a None 24 M29 BenPlN Yes ** NA **None M36A BenPlN Yes None 26 M37 BenPlN Yes .. NA..None 27 M32 Yes ** NA r*None ?a tu33 Yes *NA*None ,o M34 Yes *i NA **None 30 M35 Yes ** NA **None 3'l cBc2 Yes ** NA r*None 32 CBCl Yes ". NA..None RISA-3D Version 22 [ 5000024423-VZW-NIT-LOT_A_H. r3d ]Page 4 't Tvnic; I IlmrsA Company Designer Job Number Model Name Paul J. Ford CALV Project No. 10273679 5000024423-VZW_MT_LOT_Seo. 2t21t2025 1:28:43 PM Checked By Member Advanced Data I Release J Release Col-Wall Vert Release Hot Rolled Sfeel Desisn Parameters Deflection Ratio O Seismic DR33I MP3A Yes34 MP2A Yes Default35I MPlA Yes **NA* 361 [/36 BenPlN Yes ** NA ** 371 M40 BenPlN Yes ** NA **None38I MP4A Yes ". NA..391 M42 Yes ** NA r* 4ol M43 Yes ** NA ** Label Basrc Load Cases Channel Conn.Function 1 M21B sR 0.875 3 N/A N/A Lateral 2 t{i22 sR 0.875 3 N/A N/A 3 M23A sR 0.875 3 N/A N/A Lateral 4 I,A24A sR 0.875 3 N/A N/A 5 tu25 sR 0.875 4.276 N/A N/A Lateral 6 M26A sR 0.87s 4.276 N/A N/A Lateral 7 M34A PL',U2X6 0.103 N/A N/A Lateral B M35A PL1t2X6 0.1 03 N/A N/A Lateral 9 NI38 PL1t2X6 0.103 N/A NiA Lateral 10 tu39 PL1l2X6 0.103 N/A N/A Lateral 11 F1 PL5/8x8 0.531 N/A N/A Lateral 12 F2 PL5/8x8 0.531 N/A N/A Lateral 't3 117 PL1/2x3.6875 o.25 NiA N/A Lateral 14 M18 PL1/2x3.6875 0.25 N/A N/A Lateral 15 M19 PL112x3.6875 o.25 N/A NIA I ateral 16 M20B PL112x3.6875 0.25 N/A N/A Lateral M28 PL1/2x3.6875 0.208 N/A N/A Lateral 18 l\429 PL1/2x3.6875 0.208 N/A N/A Lateral 19 M36A PL1/2x3.6875 0.208 N/A N/A Lateral 20 M37 PL112x3.6875 0.208 N/A N/A Lateral 21 l\432 P|PE 1_5X 4 N/A N/A Lateral 22 M33 PIPE 1.5X 4 N/A N/A Lateral )4.[I34 PIPE 1.5X 4 N/A Lateral 24 M35 PIPE 1.5X 4 N/A N/A Lateral cBc2 PIPE 1.5X 13 N/A N/A Lateral 26 CBC,I PIPE 1.5X 13 N/A N/A Lateral 27 I\rP3A PIPE 2-O 10.5 N/A N/A Lateral 2A MP2A PIPE 2.0 10.5 N/A N/A Lateral MPlA PIPE 2.0 N/A N/A Lateral 30 M36 PIPE 2.0 10.474 N/A N/A Lateral f\440 PIPE 2.0 4.354 N/A N/A Lateral 32 MP4A PIPE 2.0 6 Lbw N/A N/A 331Antenna D None None 332Antenna Di 333Antenna Wo (0 Deo)None 334Antenna Wo (30 Deo)None 335Antenna Wo (60 Deq)None 33f)Antenna Wo (90 Deo)None None 337Antenna Wo (120 Deq) X Z Point Distributed RISA-3D Version 22 [ 5000024423-VZW-MT_LOT-A-H. r3d ]Page 5 N/A I a lnRlsA Company Designer Job Number Model Name Paul J. Ford CALV Project No. 10273679 5000024423-VZW_M T_LOT_S ec. 2t21t2025 1:28:43 PM Checked By : _ Basic Load Cases (Continuedl BLC on X Point DistributedIAntenna Wo (150 Deo)None 33IAntenna Wo {'180 Deq)None 33 10 Antenna Wo (210 Deo)None 33 11 Antenna Wo {240 Deo)None 33 12 Antenna Wo (270 Deq)None 33 13 Antenna Wo {300 Deo)None 33 14 Antenna Wo (330 Deq)None 33 15 Antenna Wi (0 Deo)None 33 16 Antenna Wi (30 Deo)None 33 17 Antenna Wi (60 Deo)None 33 18 Antenna Wi (90 Deo)None 33 19 Antenna Wi ('120 Deo)None 33 20 Antenna Wi (150 Deo)None 33 21 Antenna Wi (180 Deo)None 33 22 Antenna Wi (210 Deq)None 33 ,2,Anlenna Wi 1240 Deo)None 33 24 Antenna Wi (270 Deo)None 33 Antenna Wi (300 Deo)None 33 26 Antenna Wi (330 Deo)None 33 Antenna Wm (0 Deo)None 33 28 Antenna Wm (30 Deo)None 33 Antenna Wm {60 Deo)None 33 30 Antenna Wm (90 Deq)None 33 31 Antenna Wm (120 Deo)None 33 32 Antenna Wm (150 Deo)None 33 ea Antenna Wm {180 Deq)None 33 34 Antenna Wm (2'10 Deo)None 33 35 Antenna Wm (240 Deq)None 33 .Jb Antenna Wm (270 Deo)None 33 37 Antenna Wm (300 Deo)None 33 38 Antenna Wm (330 Deo)None 33 39 Structure D None -1 40 Structure Di None 32 41 Structure Wo (0 Deo)None 64 42 Structure Wo (30 Deo)None 64 AA Structure Wo (60 Deq)None 64 44 Structure Wo (90 Deo)None 64 AR Structure Wo (120 Deo)None 64 46 Structure Wo (150 Deo)None 64 Structure Wo (180 Deo)None 64 48 Structure Wo (210 Deo)None 64 49 Structure Wo {240 Deq)None 64 50 Structure Wo (270 Deo)None 64 51 Structure Wo {300 Deq)None 64 52 Structure Wo (330 Deo)None 64 Structure Wi (0 Deq)None 64 54 Structure Wi (30 Deo)None 64 Structure Wi (60 Deq)None 64 56 Structure Wi (90 Deq)None 64 Structure Wi (120 Deq)None 64 CI 58 Structure Wi (150 Deo)None 59 Struc;ture Wi (180 Deo)None 64 60 Structure Wi (210 Deq)None 64 1 Structure Wi {240 Deq)None 64 62 Structure Wi (270 Deo)None 64 RISA-3D Version 22 [ 5000024423-VZW-MT-LOT-A-H. r3d ]Page 6 I 64 I IlrRrsA Company Designer Job Number Model Name Paul J. Ford CALV Project No. 10273679 5000024423-VZW_MT_LOT_Sec. Basic Load Cases (Continued) BLC Load Combinations zX Point Distributed ca Structure Wi (300 Deo)None 64 64 Structure Wi (330 Deo)None 64 Structure Wm (0 Deo)None 64 66 Structure Wm (30 Deo)None 64 67 Structure Wm (60 Deo)None 64 68 Structure Wm (90 Deq)None 64 Structure Wm (120 Deo)None 64 70 Structure Wm (150 Deo)None 64 71 Structure Wm (180 Deo)None 64 72 Structure Wm (210 Deo)None 64 Structure Wm (240 Deq)None u 74 Structure Wm (270 Deo)None 64 Structure Wm (300 Deo\None 64 76 Structure Wm (330 Deq)None 64 Lm1 None 1 78 LmZ None 1 Lv1 None 1 80 Lv2 None 1 81 Antenna Ev None 33 82 Antenna Eh (0 Deo)None 22 83 Antenna Eh (90 Deq)None 22 84 Structure Ev ELY -0.009 Structure Eh (0 Deo)ELZ -0.03 86 Structure Eh (90 Deq)ELX 0.03 Solve Factor BLC FactorBLC FactorB LC Factor BLC Factor BLC FactorBLC Factor 4111.2D+1.OWo (0 Deo)Yes 1 1.2 39 1.2 3 1 1 2 1.2D+1.0Wo (30 Deo)Yes 1 1.2 39 1.2 4 1 42 1 Yes 1 1.2 39 1.2 5 1 43 131.2D+1.0Wo (60 Deq) +'1.2D+1.OWo (90 Deo)Yes 1 1.2 39 1.2 6 1 44 1 1.2D+1.0Wo (120 Deo)Yes 1 39 7 1 45 I Yes 1 1.2 39 1-2 8 1 46 I61.2D+1.0Wo (150 Deq) 171.2D+'t.0Wo (180 Deo)Yes 1 1.2 39 1.2 I 1 47 I 1.2D+1.OWo (210 Deo)Yes 1 1.2 39 1.2 10 1 48 1 1.2D+'!.OWo (240 Deo)Yes 1 1.2 39 1.2 11 1 49 I 1 1.2 3S 1.2 12 I 50 I101.2D+1.0Wo (270 Deq)Yes 51 1111.2D+1.0Wo (300 Deo'l Yes 1 1.2 39 1.2 13 1 Yes I 1.2 39 1.2 14 1 52 I121.2D+1.OWo (330 Deq) 2 I 40 1 15 1 53 1131.2D + 1.oDi+'l.OWi(0 Deq)Yes 1 1.2 39 1.2 Yes I 1.2 39 1.2 2 1 40 1 16 1 54 114'1.2D + 1.oDi + 1.owi (30 Deq) Yes 1 1.2 39 1.2 2 I 40 1 17 1 551.2D + 1.oDi+ 1.owi(60 Deq) 40 I 18 1 56 1161.2D + 1.0Di + I.0Wi (90 Deo)Yes 1 1.2 39 1.2 2 1 Yes 1 1.2 39 1.2 2 1 40 1 19 1 57 1171.2D + 1.ODi+'l.OWi(120 Deq) I 40 1 20 1 58 1181.2D + 1.0Di + 1.0Wi (150 Deo)Yes 1 1.2 39 1.2 2 1 59 1Yes11.2 39 1.2 2 1 40 1 21191.2D + 1.ODi+ 1.OWi(180 Deq) 39 1.2 2 I 40 1 22 1 60 1201.2D + 1.ODi +'l .0Wi (210 Deo)Yes 1 1.2 61 1Yes11.2 39 1.2 2 1 40 1 23 1211.2D + 1.oDi + 1 .owi (240 Deq) 2 1 40 I 24 1 62 1Yes11.2 39 1.2221.2O + 1.0Di + '1.0Wi (270 Deq) 1 25 't 63 ,|Yes 1 1.2 39 1.2 2 1 40231.2D + 1.0Di + 'l.OWi (300 Deq) 1.2 39 1.2 2 1 40 1 26 1 64 1241.2D + 1.oDi + 1.0Wi (330 Deo)Yes 1 1_5 27 1 65 IYes11.2 39 1.2 771.2D + 1.5Lm1 + 1.0Wm (0 Deq) 1.2 39 1.2 77 1.5 28 1 66 1261.2D + 1.SLm1 + 1.OWm (30 Deo)Yes 1 39 1.2 77 1.5 29 1 67 1Yes11.21.2D + 1.51m1 + 1.0Wm (60 Des) 30 1 68 1Yes11.2 39 1.2 77 1.5281.2D + 1.5Lm1 + 1.OWm (90 Deo) RISA-3D Version 22 [ 5000024423-VZW-MT_LOT-A-H. r3d ]Page 7 2t21t2025 1:28:43 PM Checked By : _ 'l .2 12 1 InRIsA ,S,:ofiil,'", Paul J. Ford CALV Project No. 10273679 5000024423-VZW_MT_L OT_Sec. 2t21t2025 1:28:43 PM Checked By Model Name Load Combinations (Continued) Solve P-Delta BLC F FactorBLCFactor 29 1.2D + 1.Slml + 1.0Wm (120 Deq)Yes 1 1.2 39 1.2 77 1.5 31 1 69 1 30 1.2D + 1.slm1 + 1.0Wm (150 Des)Yes 1 1.2 39 1.2 77 1.5 32 1 70 1 31 1.2D + 1.5Lm1 + 1.0Wm (180 Deq)Yes I 1.2 39 1.2 77 1.5 33 1 71 1 32 1.2D + 1.51m1 + 1.oWm (210 Deq)Yes 1 1.2 39 1.2 77 1.5 I 72 1 33 1 + 1.sLm't + 1 Yes 1 1.2 39 1.2 77 1.5 35 1 73 1 34 1.2D + 1.slml + 1.OWm Q70Des\Yes 1 1.2 39 1.2 77 1.5 36 I 74 1 35 ++Yes 1 1.2 39 1.2 77 1.5 37 I 75 1 36 1.2D + 1.SLml + 1.OWm (330 Deq)Yes 1 1.2 39 1.2 77 '1.5 38 1 76 1 37 1.2D + 1.5Lm2 + 1.OWm (0 Deq)Yes 1 1.2 39 1.2 78 1.5 27 1 65 1 3B 1.2D + 1.5Lm2 + 1.OWm (30 Deq)Yes 1 1.2 39 1.2 78 1.5 28 1 66 1 39 1.2D + 1.5Lm2 + 1.OWm (60 Deq)Yes 1 1.2 39 1.2 78 1.5 29 1 67 1 40 1.2D + 1.5Lm2 + 1.0Wm (90 Deo)Yes 1 1.2 39 1.2 78 1.5 30 1 68 1 41 1.2D + 1.5Lm2 + 1.OWm (120 Deq)Yes 1 1.2 39 1.2 78 1.5 31 1 69 1 42 1.2D + 1.sLmZ + 1.0Wm (150 Deg)Yes 1 1.2 39 1.2 78 '1.5 32 1 70 1 43 1.2D + 1.5Lm2 + 1.owm (180 Deq)Yes 1 1.2 39 1.2 78 1.5 33 1 71 1 44 '1.2D + 1.5Lm2 + 1.OWm (210 Deq)Yes 1 1.2 39 1.2 78 1.5 c^1 72 1 AE 1.2D ++1 Yes 1 1.2 39 1.2 78 1.5 35 1 73 1 46 1.2D + 1.5Lm2 + 1.0Wm (270 Deq)Yes 1 1.2 39 1.2 7B 1.5 36 I 74 1 47 1.2D+1.5Lm2 + 1.0Wm 300 Des)Yes 1 1.2 39 1.2 78 1.5 37 1 75 1 48 1.2D + 1.5Lm2 + 1.0Wm (330 Deq)Yes 1 1.2 39 1.2 78 1.5 38 I 76 1 49 1.2D + 1.5Lv1 Yes 1 1.2 39 1-2 79 1.5 50 1.2D + 1.5Lv2 Yes 1 1.2 39 1.2 80 1.5 Yes 1 1.4 39 1.4 52 '1.2D + 1.OEv + 1.0Eh (0 Deq)Yes 1 1.2 39 1.2 81 1 =L\1 82 1 83 trl 7 1 trtY 53 1.2D + 1.0Ev +'1.0Eh (30 Deq)Yes 1 't.2 39 1.2 81 1 EL\1 a2 0.866 83 0-5 =L2 A EAA ELX 0-5 54 1.2D + 1.OEv + 1 .0Eh (60 Deo)Yes 1 1.2 39 1.2 81 1 =LY 1 82 0.5 83 0.866 trt,0.5 trt Y 0.866 55 1-2D + 1.0Ev + 1.0Eh (90 Deo)Yes 1 1.2 39 1.2 81 1 EL}1 82 83 1 trt7 trrY I 56 1.2D + 1.OEv +'l.0Eh (120 Deq)Yes 1 1.2 39 1_2 81 1 ELY 1 82 -0.5 83 0.866 trt7 -0.5 ELX 0.866 57 1.2D + 1.OEv + 1.0Eh (150 Deo)Yes 1 1.2 39 1.2 81 1 ELY 1 82 83 0_5 -0.86(=t)0-5 58 1.2D + 1.OEv + 1.0Eh (180 Deq)Yes 1 1.2 39 1.2 B1 1 ELY 1 82 -1 B3 trt7 1 trtY E6 1.2D + 't .0Ev + 1.0Eh (210 Deo)Yes 1 1.2 39 1.2 8'l 1 EL\1 a2 .N RAF 83 -0.5 trt7 -0.866 trtv -0.5 60 1.2D + 1.OEv + 1 .0Eh (240 Deq)Yes 1 1.2 39 1.2 B,I 1 ELY I 82 -0.5 83 -0.866 trt7 -0.5 trt Y -N RA6 61 ++1 Yes 1 1.2 39 1.2 81 I ELY 1 82 83 trt7 =tY -1 ea '1.2D + 1.0Ev + 1.OEh (300 Deq)Yes 1 1.2 39 1.2 8'r 1 ELY 1 82 0.5 83 -0.866 trt7 0.5 trt v .n AA6 '1.2D + 1.0Ev + 1.OEh (330 Deq)Yes 1 1.2 39 1.2 81 1 ELY 1 82 N RAA 83 -0.5 o.866 -0.5 64 0.9D - 1.0Ev + 1.OEh (0 Deq)Yes Y 1 0.9 3S 0.9 81 1 ELY 1 82 1 83 trla 1 trtY 65 0.9D - 1.0Ev + 1.OEh (30 Deq)Yes 1 0.9 39 0.9 81 1 ELY -1 82 N AAA 83 0.5 trt7 0.866 trtY 0.5 bb 0.9D - 1.OEv + 1.OEh (60 Deo)Yes 1 0.9 39 0.9 81 1 ELY 1 82 0.5 83 0.866 trt7 0.5 ELX 0.866 0.9D - 1.0Ev +'l.0Eh (90 Deo)Yes 1 0.9 39 0.9 81 1 ELY 1 82 83 1 trtY 1 68 0.9D - 1.0Ev + 1.0Eh (120 Deo)Yes 1 0.9 39 0.9 B1 1 ELY 1 82 -0.5 83 0.866 ELZ -0.5 Ft x 0.866 0.9D - 1.0Ev + 1.0Eh (150 Deq)Yes 1 0.9 39 0.9 81 1 ELY 1 82 -0.866 83 0,5 trt7 -N RA6 trty 0.5 70 0.9D - 1.0Ev + 1.0Eh (180 Deq)Yes 1 0.9 39 0.9 8'r 1 ELY 1 82 1 83 Ft7 1 trt Y 0.9D - 1.0Ev + 1.0Eh (210 Deo)Yes 1 0.9 39 0.9 81 1 ELY 1 82 -N NAA 83 -0-5 trt7 N AAA =tY -0.5 72 0.9D - 1.0Ev + 1.0Eh (240 Deq)Yes I 0.9 39 0.9 81 1 ELY 1 82 -0.5 83 -N AAA trt7 -0.5 trt Y -0.866 73 0.9D - 1.0Ev + 1.OEh (270 Deq)Yes 1 0.9 39 0.9 81 -1 =LY 1 82 83 I Ft7 --t )l -1 74 0.9D - 1.0Ev + 1.OEh (300 Deq)Yes 1 0.9 39 0.9 81 -1 ELY 1 82 0.5 83 .N RAA trt7 0.5 EIY -0.866 0.9D - 1.oEv + 1.oEh (330 Deq)Yes 1 0.9 39 0.9 81 -1 =L\1 82 0.866 83 -0.5 0.866 r-l Y -0.5 Envelooe Node Node Label X LCY LCZ LC MX LC 757507501s30.878 24 402.012 1 0N1max528.789 491 1 0 1-3309.621 20 0 1 017355.989 692mtn-1144.63 0 750750751407.472 18 2967.064 13max1108.817 233N4 0 1 0 1461.234 7 0 1-518.706 49 348.765 754min 0 75 0 756075671.649 24 103.295N66max88.892 RISA-3D Version 22 [ 5000024423-VZW-MT-LOT-A-H. r3d ] LC MY MZ Page 8 1"41) -1 InREA Company Designer Job Number Model Name Paul J. Ford CALV Project No. 10273679 50 0 0 024 423-V ZW_M T_L OT_S ec 2t21t2025 1:28:43 PM Checked By : _loilr Envelooe Node Reactions (Continuedl K-n K-n o mtn -'t 06.614 12 16.205 70 -123.934 12 0 1 0 1 0 7 N67 max 143.958 I 30.096 15 615.223 8 0 75 0 75 0 75 8 min -147.065 3 6.732 72 -625.543 3 0 1 0 1 I Totals:max 970.545 11 3006.78s 20 1272.144 1 10 mtn -970.543 5 728.959 66 -1272.131 7 Node Label X LCY LCZ LC MX MY LCMZ Envelope AISC 1sTH (360-16): LRFD Member Steel Code Checks 1 CBC2 PIPE 1,5X 0.561 4_198 0.104 10 a)1 3453.294 45000 2.059 2_059 1 H 1-1a 2 MP3A PIPE 2.0 0.533 3.719 0.166 3.719 8922.084 321 30 1.872 1.872 1 3 CBCl PIPE 1.5X 0.4*) E7?.0.094 ) E7?3453.294 45000 2.059 2.059 1 H1-1b 4 tM35 PIPE 1.5X 0.358 0.5 0.'l 0 21 28611.454 45000 2.059 2.059 1 H1-1b 5 M34 PIPE ,I.sX 0.353 n 16q 0.1 06 28611.454 45000 2.059 2.059 1 H1-1b b M19 PL1/2x3.6875 0.306 0.25 o.124 n nn1 80388.97'l 82968.75 0.864 6.374 ) r2a H1-1b 7 I\r33 P|PE 1.5X 0.305 3.5 0.075 A E,A')24il1.4s4 45000 2.059 2.059 1 H1-1b I M20B PL112x3.6875 0.298 0.25 0.114 0.25 80388.971 82968.75 0.864 6.374 1 .0'19 H'l -1 b I MP2A PIPE 2.0 0.295 3.7't 9 0.1 56 3.71S 8922.O84 32130 1.872 1.872 1 H1-1b 10 M24A sR 0.875 0.235 1. 188 0.024 3 5015.741 27059.4 0.395 0.395 1 H1-1a 11 M23A sR 0.875 0.229 1.188 0.022 3 5015.741 27059.4 0.395 0.395 1 H 1-1a 12 l\429 PL1/2x3.6875 0.206 0 0.038 0 z 81 168.609 82968.75 0.864 6.374 1.667 H1-1b M17 PL112x3.6875 0.182 0 0.061 o nn1 80388.971 82968.75 0.864 6.374 1.029 H'1 -1 b 14 M18 PL1/2x3.6875 0.18 0 0.038 n nn?80388,971 82968.75 0.864 6.374 1.026 H'1 -1 b 15 I\r32 P|PE 1.5X o.174 n i{<a 0.057 0 24611.454 45000 2.059 2-059 1 H1-1b 16 M21B sR 0.875 0.1 69 0 0.015 3 5015.741 27059.4 0.395 0.395 1 H't-1b' 17 M37 PL112x3.6875 0.167 tJ 0.07 n ,ne 81168.017 82968.75 0.864 6.374 1.66S H1-1b 18 M364 PL1l2x3.6875 0.1 55 0 0.089 n ,na 81168.017 82968.7s 0.864 6.374 1.667 H1-1b M22 sR 0.875 0.146 0 0.028 3 5015.741 27059.4 0.395 0.395 1 H1-1b. 20 MPlA PIPE 2.0 0.1 35 ? AA7 0.066 6.333 14916.096 321 30 1.872 1.872 1 H't -1 b 21 M264 sR 0.875 o.1?4 A )'fA 0.007 A 1'?A 2468.991 27059.4 0.395 0.395 1 H1-1b' 22 M28 PL1/2x3.6875 0.1 '1 6 0 0.061 0.004 81 168.609 82968.75 0.864 6.374 1.666 H1-1b 21 f\rP4A PIPE 2.0 0,111 1.5 0.058 1.5 20866.733 32130 1.872 1.872 1 H1-'tb 24 F1 PL5/8x8 0.107 N 'AA 0.056 0.266 oic,a.?2 rAA 225000 2.93 37.5 1.254 H1-1b 25 F2 PL5/8x8 0.103 A 'AA 0.048 N 'AA 205373.246 225000 2.93 37.5 1.24a H1-1b 26 M25 sR 0.875 0.081 2.138 16 0.011 4.276 2468.991 27059.4 0.395 0.395 1 H1-1b 27 i/35A PL1t2X6 0.075 0 0.018 0.103 z 134276.1 1 35000 1.406 16.875 H1-1 b 28 NI36 PIPE 2.0 0.073 q 247 '15 0.005 10.474 '15 8966.04 45900 2.674 2.674 1 H'1 -1 b M34A PL1l2X6 0.038 0 0.037 0.10:134276.1 135000 1.406 16.87s H1-1b 30 M38 PL1t2X6 0.035 0.1 03 0.047 0.103 134276.1 1 35000 1.406 16.875 1.667 H1-1b 31 M39 PL1t2X6 0.o32 0 0.036 0.'103 134276.1 1 35000 1.406 16.875 1.667 H1-1b 32 M40 PIPE 2.0 0.019 i 1,c.4 8 0.002 4.3U 33173.494 45900 2.674 2.674 1 Member Code Check LCShear Check LU Mn n z-z Cb n H1-1 -1 RISA-3D Version 22 [ 5000024423-VZW-MT-LOT-A-H. r3d ]Page 9 o VERIZON WIRELESSVz\! SMART Tool" Vendor' Client:Date: 212112025 Site Name:New Post MDG #:5000024423 Fuze lD #:17213324 Page: 1 Version 2.10 l. Mount-to-Tower Connection Check Custom Orientation Required Tower Connection Bolt Checks Bolt Orientotion Bolt Quantity per Reaction: d*(inl (Delto X of typ. bolt config. sketch) dr(inl (Delto Y of typ. bolt config. sketch) Bolt Type: Bolt Diameter (in): Required Tensile Strength / bolt (kips): Required Shear Strength / bolt (kips): Tensile Capacity / bolt (kips): Shear Capacity / bolt (kips): Bolt Overall Utilization: Tower Connection Boseplote Checks @ ! NO N,IOMENT RESISTANCE r 3.1 2.r 29.8 L7.9 LL,8% dx No I 1 I A325N o.75 No \rz\{ Sl\'tART Tool') Vendor Client:VERIZON WIRELESS Date:212112025 Sile Namc' Ncw Pnst irDG #. 50nnn24423 FuzelD#: 17213324 Page: 2 Version 2.10 Tower Connection Weld Checks No ASCE ASCE Hazards Report A],,!EBICAN S0ClFlY 0F ClVll tNGINEAS Address: No Address at This Location Wind Standard: ASCE/SEI 7-16 Risk Gategory: ll Soil Class: D - Default (see Section 11.4.3) Latitude: 45.887267 Longitude:. -91.171919 Elevation : 1 483.8207 64962s779 ft (NAVD 88) Results: Wind Speed 1O-year MRI 25-year MRI S0-year MRI 1O0-year MRI 106 Vmph 72 Vmph 79 Vmph 85 Vmph 90 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-18 and Figs. CC.2-1-CC.24, and Section 26.5.2 Date Accessed: Thu Feb 202025 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. https://ascehazardtool. orq,'Page 1 of 3 Thu Feb 202025 I c ASCE AMERICAN SOCIEIY OF CMI ENGINEES Seismic Site Soi! Class Results: Ss Sr F" Fu Srrrs Srtrt Sos 0.06 005 0 0,r 003 00? (}.01 D - Default (see Section 11.4.3) 0.041 0.021 1.6 2.4 0.066 0.05 0.044 oesign Ut@ffirynt" sPectrum 0.033 12 0.019 0.031 1.6 1 0.7 Design Response Spectrum So, : TL: PGA: PGA M Er PGA l" l cu: 0 045 0 048 0 035 0 03$ 0 025 0 020 0 015 0 010 0.005 0 026 0 02'l 002 0.szs 0 0t8 0.016 0 014 0 012 0 01* 0 008 02 0 2 J6 S"(g) vs T(s) 05 10 S"(g)vs T(s) 8101214 {D Su (g) vs T(s) c5 10 Su(g) vs T(s) 8r01214 MCEn Vertical Response Spectrum Design Vertical Response Spectrum0.s40 0 035 0.0$ 0 c25 0 $20 8.815 0 010 0 15 15 Data Accessed: Thu Feb 202025 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI7-16 Ch. 21are available from USGS. https ://ascehazardtool.orql Page 2 of 3 Thu Feb 202025 I t t aa* lm & * ra a'a a iaaaaaaaaaaa eaa a a aa ta ta ASKE AMEECAN SOC]Ery OF CMT ENGINEES lce Results: lce Thickness: 1.50 in. Concurrent Temperature: -5 F Gust Speed 50 mph Data Source: Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Date Accessed: Thu Feb 20 2025 lce thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. lce thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided "as is" and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained bythird party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool orthe ASCE standard. ln usrng this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable lo you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. httos ://ascehazardtool.oro,'Page 3 of 3 Thu Feb 202025 AIUIERICAIU TOI'I'ER" coriPotaTroN Ihis report was prcpared lor Amcrir:rn fowcr Corporation by d/TEP Structural Analysis Report 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 Created By: Ethan Gardner TEP 260 ft Self Support Tower BL-New Post - Plum Creek Wl 419030 14930946_C3_01 VERIZON WIRELESS New Post so00024423 7006N Helsing Road Ojibwa, Wl 54862 45.8874" N, 91.1_718'W Sawyer March 25,2025 64% Pass 1l trllrr,t, COtv 457324 RALEIGH NC Ittt rtl 0312512025 TEP OPCO, tnc. 326 Tryon Road - Raleigh, NC 27603 - 919 561'5351 Office - 919-561-6350 Fax'www.tepgroup.net t l\ COA:4069-11 Nil IIP Eng. Number 14930946_C3_01 March 25, 2025 Page 2 Table of Contents lntroduction Supporting Documents .3 .3 Analysis .3 Conclusion .3 Structure Usages .4 Maximum Reactions .4 Tower Loading .5 Calculations.........Attached TEPOPCO,tnc..32STryonRoad-Raleigh,Nc27603 919-6616351Office 919-6616350Fax-www.tepgroup.net $iflil'}Eng. Number 14930946_C3_01 March 25,2025 Page 3 lntroduction The purpose of this report is to summarize results of a structural analysis performed on the 250 ft Self Support tower to reflect the change in loading by VERIZON WIRELESS. Supporting Documents Sabre Job #59616, dated May 29,201,2 Sabre ,lob #59516, dated May 29,20t2 G2 Project #t0?tgg, dated December 15,2010 Analvsis 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 ANSIf'lA-222. 106 mph (3-second gust) 51 mph (3-second gust) w/ 1.18" radial ice concurrent ANSlfflA-222-l / 2Ot5 IBC / Wisconsin Commercial Building Code il Method 1 0ft S,, = 0.04, S,, = 0.04 Default 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. lf you have any questions or require additional information, please reach out to your American Tower contact. lf 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. Tower: Foundation: Geotechnical: Basic Wind Speed: Basic Wind Speed w/ lce: Code(s): Exposure Category: Topographic Factor 0ft Spectral Response: Site Class: TEP OPCO, tnc. ,326 Tryon Road, Raleigh, Nc 27603 - 919'661-5351 Office'919-651'6350 Fax 'www tepgroup.net Flat Risk Category: Feature: Crest Height (H): Structural Component Usage Control Location Result Leg 6L.0%Member X Section 14 Pass 63.8%Block Shear Section L4 Pass 8.s%Block Shear Section 13 Pass Diagonal Horizontal Bolt 30.2%Section 1 Pass PassServiceability Usage 7.4%Rotation Elevation 255 ft Mat & Pier s38%Flexure [Steel (Mat)]Node 1 Pass Nil IIP Eng. Number 14930946_C3_01 March25,2025 Page 4 Structure Usages Maximum Reactions +Reodions shown ore maximum overall ond not limited by Lood Cose excluding Overctrength Lood Coses Structure base reactions were analyzed using available geotechnical and foundation information Foundation Moment (k-ft)Axial (k)uplift (k)Shear (k) Self Support Base (Global)4,734.4 62.9 32.2 Self Support Base (Local)209.s 1s8.6 21,.5 TEP oPCo, lnc. 326 Tryon Road Raleigh, Nc 27603 919 651-5351 office 919-661-6350 Fax www tepgroup net $il lil'Eng. Number 14930946_C3_01 March 25,2025 Page 5 VERIZON WIRELESS Final Loadine lnstall proposed lines in the place of the existing VERIZON WIRELESS lines. Other Existing/Reserved Loadins (lf toble breoks ocross poges, pleose see previous poqe for data in merged cells) 258.0 3 Ericsson 8843 Rev 2 256.5 3 Ericsson Radio 4449 - 813&85 3 Ericsson 8843 Rev 2 3 Ericsson AIR 641,9 B77D256.0 3 Raycap RVZDC-3315-PF-48 1 Unused Reserve (18952.32 sqin) 255.0 6 Commscope NHH-65C-R2B 253.0 3 Sector Frame (3) 1 s/8" (1.63"-41.3mm) Fiber 2 Commscope HELIAX FiberFeed 12 RRU Pendant Connect 3 Com mscope FFW-65C-R3-V1 3 Light Sector Frame 3 Nokia AEHC 3 Nokia AHFII Airscale RRH 4T4R 825/66 480W 244.0 3 Nokia AirScale Dual RRH 4T4RBL2/71240W AHLOA (21 1.46" (37.1mm) Hybrid TEP OPCO, lnc. - 326 Tryon Road - Raleigh, Nc 27603 - 919 661-6351 Office 919-661'5350 Fax ' www.tepgroup.net Elev (ft)Qty LinesEquipment I Elev (ft)Qtv I Equipment Lines I $iTEI' 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: lnformation supplied by the client regarding antenna, mounts, and feed line loading lnformation 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 of ANSI/T|A-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. a a TEp OPCO, tnc. - 326 Tryon Road - Raleigh, Nc 27503 - 919-661-5351 Office - 919-561-6350 Fax - www.tepgroup.net ASSET: CUSTOMER: BL-New Post - Plum Creek Wl, 419030 VERIZON WIRELESS CODE. PROJECT: ANSI/TlA-222-l 14930946 ANALYSIS PARAMETERS lce Wind: 51 mph w/ 1.'18" ice Exposure: B Topo Foature: Flat Base Elevation: 0 ft Top Width: 5.00 ft TOWER SECTION PROPERTIES Oesign Wind: 106 mph Risk Category ll Topo Factor: Method 1 Structure Height: 260 ft Base Width: 29.00 ft Seryice Wind:60 mph Sor:0.038 Triangle Horizontal Members Clr-rnt t m.m sd ra 2A.W kt3 !am Scd t2 -!cug sd it r00.0 hto ts.m Ldt ta.m k8 rto m ld7 !q.0s hc s_o sd5 _!_o.I Scr a r.m kl r.m r!.g,s 2 ht PX 50 ksi 8" DIA PIPE PX 50 ksi 8" DIA PIPE PX 50 ksi 8" DIA PIPE PX 50 ksi 8" DIA PIPE PST 50 ksi 8'OIA PIPE PX 50 ksi 5'DIA PIPE PX 50 ksi 4" OIA PIPE PX 50 ksi 3" DIA PIPE PST 50 Ksi 3. DIA PIPE PST 50 ksi 2" DIA PIPE SAU 36 ksi SAE 36 ksi SAE 36 ksi SAE 36 ksi SAE 36 ksi SAE 36 ksi SAE 36 ksi SAE 36 ksi SAE 36 ksi SAE 36 ksi 3.5X5X0.25 4X4XO.25 4X4XO.3125 4X4X0.25 3.5x3.5x0.25 3X3X0.1875 2.5X2.5X0.1875 2X2XO.1875 2X2X0.125 2X2X0.125 Tower Elevation View GLOBAL BASE REACTIONS DL+WL DL+WL+IL@ Axial (k): 62.9'1 118.22 Shear (k): 32.25 12.17 SDs:0.041 Shape: INDIVIDUAL BASE REACTIONS 1 S3X3X0.25 Section Sub Horizontal 1 Sub Horizontal 2 Sub Horizontal 3 1 2 3 4-6 7 -A 9 - 10 1'1 12 13 14 SAE 36 ksi 2X2X0.125 SAE 36 ksi 2X2XO.125 SECONDARY BRACING MEMBERS Sub Diaqonal 2 SAE 36 ksi 4X4XO.3125 Sub Diaconal 3 s3x3x0.25 DISCRETE APPURTENANCE Elev (ft) Description LINEAR APPURTENANCE Elev (ft) Description 258.0 256.s 256.0 256.0 256.0 255.0 255.0 253.0 244.0 244.0 244.0 244.0 244.0 244.0 (3) Ericsson 8843 Rev 2 260.0 (3) Ericsson Radio 4449 - 813&85 260.0 (3) Ericsson 8843 Rev 2 256.0 (3) Raycap RVZDC-331$PF-48 2M.o (3) Ericsson AIR 6419 B77D (1 ) Unused Reserve ('18952.32 sqin) (6) Commscope NHH-65c-R2B (3) Generic Round Sector FGme (3) Nokia Airs6le Dual RRH 4T4R B'12l7 (3) Commscope FFW-65C-RlV'1 (3) Nokia AEHC (3) Nokia AHFII Airscale RRH 4T4R B25l (2) Commscope HELIAX FiberFeed 12 R (3) Generic Flat Light Sector Frame {1) Climbing Ladder (1) Waveguide (3) I 5/8'(1.63L41.3mm) Fiber (2) 1.46, (37.1mm) Hybrid Comp (k): uplift (k): Shear (k): 209.48 158.62 21.5'l A 2007 - 2022 by ATC LLC. All rights reserved.Page 1 of 1 Model lD: 110569.0 Scenario lD:31251?0?5 9:2535 Section Leq Members Oiaaonal Members Section Sub Oiaoonal I ASSET: CUSTOMER: 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: ANSI/TlA-222-l 14930946_C3_01 Location: Type and Shape: Manufacturer: Kd Ke: Sawyer County, Wl Self Support, Triangle Sabre 0.85 0.95 Height: Base Elevation: Bottom Face Width: Top Face Width: Anchor Bolt Detail Type: 260 ft 0.00 ft 29.00 ft 5.00 ft d Exposure Category: Risk Category: Topographic Factor Procedure: Crest Height(H): Crest Length(L): Feature: B Oesign Wind Speed Without lce: Design Wind Speed with lce: Operational Windspeed: Design lce Thickness: HMSL: Distance from Apex (x): Upwind/Downwind: 106 mph 51 mph 60 mph 1.18 in 1482 ft 0 Upwind il Method'l 0ft 0ft Flat Analysis Method: Site Class: T1 (sec): Sa": Equivalent Lateral Force Method Default 12 0.041 1.3P: Sar:0.038 Period Based on Rayleigh Method (sec): C.: C", Max: C". Min: 1.22 0.030 0.030 0.030 '1.2D + 1.0W Normal 1.2D+1.0W60" 1.2D+ 1.0W90' 1.2D+1.0W120" 1.2D + 1.0W 180' 'l .2D + 1.0W 210' 1.2D + 1.0W 240' 1.2D + 1.0W 300' 1 .2D + 1.0W 330' 0.9D + 1.0W Normal 0.9D + 1.0W60' 0.9D + 1.0W 90" 0.9D+1.0W'120' 0.9D + 1.0W 180' 0.9D+1.0W210' 0.9D + 1.0W 240' 0.9D + 1.0W 300' 0.9D + '1.0w 330' 1.2D + 'l.oDi + 1.owi Normal 1 .2D + 1.oDi + 1 .owi 60" 1.2D + 1.0Di + 1.owi 90" 1.2D + 1.oDi + 1.owi 120" 1.2D + 1.oDi + 1.owi 180' '1.2D + 1.0Di + 1.owi 210" 1.2D + 1.oDi + 1.owi 240' 1.2D + 1.oDi + 1.owi 300" 1.2D + 1.0W Normal - 105 mph Wind with No lce 1.2D + 1.0W 60'- 106 mph Wind with No lce 1.2D + 1.0W 90" - 106 mph Wind with No lce 1.2D + 1.0W 120'- 106 mph Wind with No lce 1.2D + 1.0W 180" - 106 mph Wind with No lce 1 .2D + 1 .0W 210" - 106 mph Wind with No lce '1 .2D + 1.0W 240" - '106 mph Wind with No lce 1 .2D + 1.0W 300' - 106 mph Wind with No lce I .2D + 1.0W 330' - '106 mph Wind with No lce 0.9D + 1.0W Normal - 106 mph Wind with No lce (Reduced DL) 0.9D + 1.0W 60" - 106 mph Wind with No lce (Reduced DL) 0.9D + 1.0W 90' - 106 mph wind with No lce (Reduced DL) 0.9D + 1.0W 120" - 106 mph Wind with No lce (Reduced DL) 0.9D + 1.0W 180" - 106 mph Wind with No lce (Reduced DL) 0.9D + '1.0W 210'- 106 mph Wind with No lce (Reduced DL) 0.9D + 1.0W 240" - 106 mph Wind with No lce (Reduced DL) 0.9D + 1 .0W 300" - 106 mph Wind with No lce (Reduced DL) 0.9D + 1.0W 330' - 106 mph wind with No lce (Reduced DL) 1.2D + 1.oDi + '1.owi Normal - 51 mph Wind with 'l.18" Radial lce 1.2D + 1.ODi + 1.owi 60" - 51 mph Wind with 1.18'Radial lce 1.2D + 1.oDi + 1.owi 90" - 5'1 mphwind with 1.18" Radial lce 1.2D + 'l.oDi + 1.owi '120" - 51 mph Wind with 1.18" Radial lce '1.2D + 1.oDi + 1.owi 180" - 51 mph Wind with 1.'l8" Radial lce 1.2D + 1.oDi + 1.owi 210" - 51 mph Wind with 1.18" Radial lce 1 .2D + 1.oDi + 1 .owi 240' - 51 mph Wind with 1 . 18" Radial lce '1.2D + 1.oDi + 1.owi 300'- 51 mph Wind with 1.18" Radial lce @2007 - 2022 by ATC lP LLC. All ights reserved.Page 1 of 31 Model lD: 1 10569 Scenario lD: 364638 3l?512025 09:25 40 SEISMIC PARAMETERS ASSET: CUSTOMER: 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: ANSt/TlA-222-l 14930946_C3_01 1 .2D + 1.00i + 1 .owi 330' 1.2D + 1.oEv + 1-oEh Normal 1 .2D + 1.oEv + 1 .oEh 60" 1 .2D + 1.oEv + 1 .oEh 90" 1 .2D + 1.oEv + 1 .oEh 120' 1.2D + 1.oEv + 1.oEh 180" 1.2D + 1.oEv + 1.oEh 2'10" 1.2D + 1.oEv + 1.oEh 240' 1.2D + 1.0Ev + 1.oEh 300" 1.2D + 1.oEv + 1.oEh 330" 0.9D - 1.0Ev + 'l-oEh Normal 0.9D - 1.oEv + 1.oEh 60' 0.9D - 'l.oEv + 1.oEh 90" 0.9D - 1.oEv + 'l.0Eh 120' 0.9D - 1.0Ev + 'l .oEh 180" 0.9D - 1.0Ev + 1.oEh 210' 0.9D -'l.oEv + 1.oEh 240' 0.9D - 1.0Ev + 1.oEh 300" 0.9D - 1.0Ev + 1.0Eh 330" 1.0D + 1 .0W Servico Normal 1 .0D + 1.0W Service 60" 1 .0D + 1.0W Service 90" 1.0D + 1.0W Service '120' 1.0D + 1.0W Seruice 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" '1.2D + 1.oEv + 1.sEh Normal 1.2D + 1.oEv + 1.5Eh 60" 1 .2D + 1.oEv + 1 .sEh 90" 1.2D + 1.oEv + 1.sEh 120' 1.2D + 1.oEv + '1-sEh 180" 1.2D + 1.oEv + 1.sEh 210" 1.2D + 1.0Ev + 1.sEh240' 1.2D + 1.oEv + 1.5Eh 300' 1.2D + 1.oEv + 1.sEh 330" 0.9D - 1.0Ev + 1.5Eh Normal 0.9D - 1.oEv + 1.sEh 60" 0.9D - 1.oEv + 1.5Eh 90' 0.9D - 1.oEv + 1.5Eh 120' 0.9D - 1.0Ev + 1.sEh 180' 0.9D - 'l .oEv + 1 .sEh 210" 0.9D - 1.oEv + 1.5Eh 240' 0.9D - 1.0Ev + 1.sEh 300" 0.9D - 1.oEv + 1.SEh 330' LOAO CASES 1.2D + 1.oDi + 1.owi 330" - 51 mph Wind with 1.18" Radial lce '1.2D + 1.oEv + 1.oEh Normal - Seismic 1.2D + 1.oEv + 1.oEh 60" - Seismic '1.2D + 1.oEv + 1.oEh 90" - Seismic 1.2D + t.oEv + 1.oEh 120'- Seismic 1 .2D + 1.oEv + 1 .oEh 180' - Seismic 1.2D + 1.oEv + 1.oEh 210" - Seismic 1 .2D + 1.0Ev + 1 .0Eh 240" - Seismic 1.2D + 1.oEv + 1.oEh 300'- Seismic 1.2D + 1.oEv + 1.oEh 330'- Seismic 0.9D - 1.OEv + 1 .oEh Normal - Seismic (Reduced DL) 0.9D - 1.OEv + 1 .oEh 60' - Seismic (Reduced DL) 0.9D - 1.oEv + 1 .oEh 90' - Seismic (Reduced DL) 0.9D - 1.oEv + 1 .oEh 120" - Seismic (Reduced DL) 0.9D - 1.oEv + 1 .oEh 180' - Seismic (Reduced DL) 0.9D - 1.oEv + 1 .oEh 210" - Seismic (Reduced DL) 0.9D - 1.oEv + 1.oEh 240' - Seismic (Reduced DL) 0.9D - 1.oEv + 1.oEh 300" - Seismic (Reduced DL) 0.9D - 1.0Ev + 1.oEh 330' - Seismic (Reduced DL) '1.0D + 1.0W Service Normal - 60 mph Wind with No lc€ 1.0D + 1.0W Service 60'- 60 mph Wind with No lce '1.0D + 1.0W Service 90'- 60 mph Wind with No lce 1.0D + '1.0W Service 120'- 60 mph Wind with No lce 1.0D + 1.0W Service 180" - 60 mph Wind with No lce 1.0D + 1.0W Service 210'- 60 mph Wind with No lce 1.0D + 1.0W Service 240' - 60 mph Wind with No lce 1.0D + 1.0W Service 300'- 60 mph Wind with No lce 1.0D + 1.0W SeNice 330" - 60 mph Wind with No lce 1 .2D + l.oEv + 1 .5Eh Normal - Seismic Overstrength 1.2D + 1.oEv + 'l .sEh 60' - Seismic Overstrength 1.2D + 1.oEv + 1 .SEh 90" - Seismic Overstrength 1.2D + 1.oEv + 1 .5Eh 120" - Seismic Overstrength '1.2D + 1.0Ev + 1.sEh 180" - Seismic Overstrength 1 .2D + 1.oEv + 1 .sEh 2 10" - Seismic Overstrength '1 .2D + 'l.oEv + 'l .sEh 240' - Seismic Overstrength 1.2D + 1.oEv + 1 .sEh 300" - Seismic Overstrength 1.2D + 1.oEv + 1.sEh 330'- Seismic Overstrength 0.9D - 1.OEv + 1 .SEh Normal - Seismic Overstrength (Reduced DL) 0.9D - 1.oEv + 1 .sEh 60' - Seismic Overstrength (Reduced DL) 0.9D - 1 .OEv + 1.sEh 90' - Seismic Overstrength (Reduced DL) 0.9D - 1.oEv + 1.sEh 120'- Seismic Overstrength (Reduced DL) 0.9D - 1.oEv + 1 .5Eh 180' - Seismic Overstrength (Reduced DL) 0.9D - 1.0Ev + 1.sEh 210'- Seismic Overstrength (Reduced DL) 0.9D - 1.oEv + 1 .5Eh 240' - Seismic Overstrength (Reduced DL) 0.9D - 1.0Ev + 1 .sEh 300' - Seismic Overstrength (Reduced DL) 0.9D - 1 .oEv + 1.sEh 330' - Seismic Overstrength (Reduced DL) A2007 - 2022 by ATC lP LLC. All rights reserved Page 2 of 31 Model lD: 110569 Scenario lD:364638 312512025 09:25 40 ASSET: CUSTOMER: 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: ANSt/TtA-222-l 14930946_C3_01 TOWER LOADING - DISCRETE APPURTENANCE Discrete Appurtenance Properties for LC: 1.2D + 1.0W Elev(ft) Descriotion wt. (b) EPA Length (ft) Orient.K, Factor o. F" (wL) P" (DL)(ps0 (b) (b) width (in ) Depth (in) Vert. Ecc. (ft)(rb-ft) tvu Qtv (sf) 258.0 256.5 256.0 256.0 256.0 255.O 255.0 253.0 244.0 244.0 244.0 244.0 244.0 244.0 Ericsson 8843 Rev 2 Ericsson Radio 4449 - 813&85 Ericsson 8843 Rev 2 Raycap RVZDC-331 5-PF-48 Ericsson AIR 6419 B77D Commscope NHH-65C-R2B Unused Reserve (18952.32 sqin) Generic Round Sector Frame Commscope HELIAX FiberFeed 12 Nokia Airscale Dual RRH 4T4R B Nokia AHFII Airscale RRH 4T4R Nokia AEHC Generic Flat Light Sector Fram Commscope FFW-65C-R3-V1 75 70 75 21 63 52 1277 700 20 84 71 104 800 125 1.6 1.6 1.6 2.5 4.2 11.4 131 .6 14.4 0.9 2.2 2.8 6.8 17.9 21.1 1.3 1.3 1.3 1.6 2.6 8.0 0.0 0.0 1.4 1.8 2.1 3.2 0.0 8.0 13.2 13.2 13.2 15.7 16.'l 'l 1.9 0.0 0.0 6.7 12.1 13.5 21.5 0.0 25.2 11.1 9.3 11.1 10.3 9.1 7.1 0.0 0.0 4.7 7.4 4.6 8.1 0.0 9.3 0.50 0.50 0.50 0.67 0.67 0.70 0.90 0.75 0.50 0.50 0.50 0.62 0.7s 0.63 0.0 0.0 1.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 48 48 48 97 162 919 2276 582 18 63 81 242 717 758 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.75 0.80 0.80 0.80 0.80 0.75 0.80 0.00 0.00 90.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28.35 28.30 28.34 28.29 28.29 28.26 28.26 28.20 27.93 27.93 27.93 27.93 27.93 27.93 270 252 270 77 227 372 1532 2520 48 302 254 373 2880 449 Totals 42 8,188 432.7 6,059 9,825 Qz F" (WL) P" (DL) (psO (b) (lb) Discrete Appurtenance Properties for LC: 0.9D + 1.0W Elev (ft) Description M,wt. (tb)otv EPA Length(sfl (ft) width (in ) Depth (in) Vert. Ecc. (ft)(rb-ft) Orient. K. Factor 258.0 256.s 256.0 256.0 256.0 255.0 255.0 253.0 244.0 244.0 244.0 244.0 244.O 244.0 Ericsson 8843 Rev 2 Ericsson Radio 4449 - 813&85 Ericsson 8843 Rev 2 Raycap RVZDC-331 5-PF48 Ericsson AIR 6419 B77D Commscope NHH-65C-R2B Unused Reserve (18952.32 sqin) Generic Round Sector Frame Commscope HELIAX FiberFeed 12 Nokia Airscale Dual RRH 4T4R B Nokia AHFII Airscale RRH 4T4R Nokia AEHC Generic Flat Light Sector Fram Commscope FFW-65C-R3-V1 75 70 75 21 63 52 277 700 20 84 71 't04 800 125 1.6 1.6 1.6 2.5 4.2 11.4 131 .6 14.4 0.9 2.2 2.8 6.8 17.9 21.'l 1.3 1.3 1.6 2.6 8.0 0.0 0.0 1.4 '1.8 2.1 3.2 0.0 8.0 13.2 13.2 13.2 15.7 16.1 1 1.9 0.0 0.0 6.7 12.1 13.5 21.5 0.0 25.2 11.1 9.3 11.1 10.3 9.1 7.'l 0.0 0.0 4.7 7.4 4.6 8.1 0.0 9.3 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.75 0.80 0.80 0.80 0.80 0.75 0.80 0.50 0.50 0.50 0.67 0.67 0.70 0.90 0.75 0.50 0.50 0.50 0.62 0.75 0.63 0.0 0.0 '1.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 48 48 48 97 162 919 2276 582 18 63 81 242 717 758 0.00 0.00 90.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28.35 28.30 28.34 28.29 28.29 28.26 28.26 28.20 27.53 27.93 27.93 27.93 27.53 27.53 202 189 202 58 170 279 1149 1 890 36 226 191 280 2160 336 Totals 42 8,188 432.7 6,059 7,369 Discrete Appurtenance Properties for LC: 1.2D + 1.oDi + 1.owi Elev Length lfr\ Vert- M, Q, Fa(WL) Pa Qtv lce Wt lce EPA (lb) (sf) width fin ,| Depth (in l K^ Orient. Factor Ecc. (DL) flb)rftl (lb-ft'| (osfl (lb)(ft) Descriotion 258.0 256.5 256.0 256.0 256.0 255.0 255.0 253.0 244.0 244.0 244.0 244.0 244.0 244.0 Ericsson 8843 Rev 2 Ericsson Radio 4449 - 813&85 Ericsson 8843 Rev 2 Raycap RVZDC-331 5-PF-48 Ericsson AIR 6419 B77D Commscope NHH-65C-R2B Unused Reserve (18952.32 sqin) Generic Round Sector Frame Commscope HELIAX FiberFeed 12 Nokia Airscale Dual RRH 4T4R B Nokia AHFII Airscale RRH 4T4R Nokia AEHC Generic Flat Light Sector Fram Commscope FFW-65C-R3-V1 1.3 1.3 1.3 1.6 2.6 8.0 0.0 0.0 1.4 '1.8 2.1 3.2 0.0 8.0 't3.2 13.2 13.2 15.7 16.1 1 1.9 0.0 0.0 6.7 12.1 13.5 21.5 00 25.2 11.1 9.3 '11.1 10.3 9.1 7.1 0.0 0.0 4.7 7.4 4.6 8.1 0.0 9.3 0.50 0.50 0.50 0.67 0.67 0.70 0.90 0.75 0.50 0.50 0.50 0.62 0.75 0.63 3 3 3 3 6 1 3 2 3 3 3 J J 126 117 126 87 156 241 2015 1 509 44 137 123 232 1725 468 2.4 2.4 2.4 3.4 5.4 14.1 207.7 28.1 1.5 3.1 3.8 8.3 30.4 24.2 0.00 0.00 29.94 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.56 6.55 6.56 6.55 6.55 6.54 6.54 6.53 6.47 6.47 6.47 6.47 6.47 6.47 0.0 0.0 1.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 16 424 16 39216 424 30 275 48 50s263 1509 831 2270 263 4947 795 20 460 25 41268 758 282 5654201 1477 Totals 42 17,967 636.3 Discrete Appurtenance Properties for LC: 1.0D + 1.0W Seryice Elev EPA (sf) Length /ft,| width (in \ Depth Vert. Ecc. (ft) Orient.K- Factor Qz Fa (WL) P" (DL) (osfl flb\flb)Otv (in) wt. flb) 2086 19,604 fft) Descriotion 258.0 256.5 256.0 256.0 256.0 255.0 255.0 253.0 244.O 244.0 244.0 244.0 244.0 244.0 1.6 1.6 1.6 2.5 4.2 11.4 131 .6 14.4 0.9 2.2 2.8 6.8 17.9 21.1 1.3 1.3 1.3 1.6 2.6 8.0 0.0 0.0 1.4 1.8 2.1 3.2 0.0 8.0 13.2 13.2 13.2 15.7 '16.1 1 1.9 0.0 0.0 6.7 12.1 13.5 21.5 0.0 25.2 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.75 0.80 0.80 0.80 0.80 0.75 0.80 0.50 0.50 0.s0 u.b / 0.67 0.70 0.90 0.75 0.50 0.50 0.50 0.62 0.75 0.63 0.00 0.00 29.o4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.08 9.07 9.08 9.06 9.06 9.05 9.05 9.04 8.95 8.95 8.9s 8.95 8.95 8.95 225 210 225 64 189 310 1277 2100 40 212 311 2400 374 Ericsson 8843 Rev 2 Ericsson Radio 4449 - 813&85 Ericsson 8843 Rev 2 Raycap RVZDC-331 5-PF-48 Ericsson AIR 641 9 B77D Commscope NHH-65C-R2B Unused Reserve (18952.32 sqin) Generic Round Sector Frame Commscope HELIAX FiberFeed 12 Nokia Airscale Dual RRH 4T4R B Nokia AHFII Airscale RRH 4T4R Nokia AEHC Generic Flat Light Sector Fram Commscope FFW-65C-R3-V1 3 3 3 a ? 6 'I 3 2 3 a ? 3 15 15 15 JI 52 295 729 187 6 20 26 77 230 243 0.0 0.0 '1.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 U.U 0.0 0.0 11.1 9.3 11 .1 10.3 9.1 7.1 0.0 0.0 4.7 7.4 4.6 8.1 0.0 9.3 75 70 75 21 63 52 1277 700 20u 71 '104 800 125 A2007 - 2022 by ATC lP LLC. All nghts reserved Page 3 of 31 Model lD: 1 10569 Scenario lD: 364638 3t25t2025 09 25 42 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.75 0.80 0.80 0.80 0.80 0.75 0.80 ASSET: CUSTOMER: 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: ANSt/TtA-222-l 14930946_C3_01 Elev (ft)DescriDtion Otv /th,| EPA Length Width lsfl (ft)(in ) Depth (in) Vert. Ecc. (ft) M, 0b-ft)(Dsf) o,Fa (wL) Pa (DL) flb) flb) Orient.K- Factor Totals 42 8,188 432.7 1 ,541 8,188 @2007 - 2022 by ATC lP LLC. All ights reserved Page 4 of31 Model lD:110569 lD: 364638 09.25 42 ASSET: CUSTOMER: 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: ANSI/TtA-222-l 14930946_C3_01 Linear Appurtenance Properties Elev From Elev To(ft) (ft)DescriDtion width o/o ln Spread On Wind Faces Bundlino Cluster Dia (in) Out of Zone Spacing (in ) Orienl. Factor Override K" {in)Otv 0.0 0.0 0.0 0.0 260.0 260.0 256.0 ?44.O Climbing Ladder Waveguide 1 5/8' (1.63"-41.3mm) Fiber 1.46" (37.1mm) Hybrid 1 1 ? 2 2.00 2.00 1.63 1.46 6.00 6.00 '1.61 1.70 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100 100 100 100 Lin App lndividual 1 lndividual 'l lndividual 2 lndividual N N N N A2007 - 2022 by ATC lP LLC. All rights reserved Page 5 of 3'1 Model lD: '11 Scenario lD: 364638 3t25t2025 09.25 42 TOWER LOADING - LINEAR APPURTENANCE ASSET: CUSTOMER: 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: ANSt/TtA-222-l 1 4930946_C3_01 '1.2D + 1.0W Normal 106 mph Wind with No lce Elev Qz Section # (ft) (osfl A, (s0(sfl lce A' (s0 SECTION FORCES Gust Response Factor (Gh): 0.85 Wind lmportance Factor (lw): '1.00 T, &€ Cr Dr D. (in) (sf) EPA"EPAAi (sn 0b) F" (tb) F"t (tb)(sf) lce Wt (rb) Force (b) 14 '13 12 11 10 9 8 7 6 5 4 3 2 1 250 230 210 190 170 150 130 110 90 70 50 30 17 7 z\i1 27.49 26.83 26.13 25.36 24.53 23.61 22.58 21.41 20.02 18.30 16.22 16.22 16.22 9.890 1 0.786 12.109 14.446 19.781 22.462 21.025 23.048 28.712 31 .1 30 33.584 36.068 9.689 28.200 7.917 11.686 1 1.686 15.025 18.574 18.574 28.798 ?8.798 28.798 28.798 28.798 28.798 9.604 1 9.1 94 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 0.171 0.1 79 0.144 0.142 0.1 54 0.'142 0.1 49 0.1 38 0.1 39 0.132 0.126 o.'121 0.1 03 0.122 2.69 2.67 2.80 2.80 2.76 2.80 2.78 2.81 2.81 2.84 2.86 2.88 2.95 2.88 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 '1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 14.40 17.40 18.69 ?2.28 28.74 31.43 33.07 u.94 40.61 42.93 45.34 47.76 13.5'r 35.98 38.81 46.43 52.25 62.40 79.26 88.07 91.77 98.33 114.24 121.89 129.72 1 37.53 39.87 103.46 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 1024 '1432 1 883 2357 3078 3221 4110 4255 5730 5902 6077 6894 1921 5202 927 1 085 1192 1 386 1709 1 836 184? 1 888 2079 2074 2018 1 896 550 1426 1247 1491 1 588 't772 2083 2199 2191 2221 2395 2370 2288 2136 630 't586 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 0 320 406 396 386 375 362 349 333 J to 296 270 240 80 160 Totals 53,086 0 Wt lce Wt(rb) (rb) F., (lb)(lb) 26,195 Force (lb) 1 .2D + 1.0W 60" '106 mph Wind with No lce Elev Q2 Section # (fl) (psfl Gust Response Factor (Gh): Wind lmportance Factor (lw): 0.85 1.00 Ti. (in ) At (sf) A, (sf) lce A, (sf)eCrDrD,( sf) EPA, EPA"i F (sf)(sf) 14 13 12 11 10I I 7 b 5 4 3 2 1 250 230 210 190 170 150 130 110 90 70 50 30 17 7 2.69 2.67 2.80 2.80 2.76 2.80 2.78 2.81 2.81 2.84 2.86 2.88 2.95 2.88 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 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 1024 1432 1 883 2357 3078 3221 41 10 4255 5730 5902 6077 6894 1921 5202 1120 1 356 1433 1592 1 848 1 936 1 956 1972 2101 2069 1989 1849 551 1 362 28.11 27.49 26.83 26.13 25.36 24.53 23.61 22.58 21.4'l 20.02 18.30 16.22 16.22 16.22 9.890 1 0.786 12.109 14.446 19.781 22.462 21.02s 23.048 28.712 31.1 30 33.584 36.068 9.689 28.?00 7.917 1 1.686 11.686 15.025 18.574 18.574 28.798 28.798 28.798 28.798 28.798 28.798 9.604 19.194 12.42 15.24 16.27 '19.39 24.79 26.94 28.86 30.33 34.87 36.70 38.62 40.55 11.57 30.34 33.48 40.67 45.48 54.31 68.35 75.48 80.1 0 85.36 98.08 104.21 110.51 '116.76 34.15 87.24 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 o.'171 0.1 79 o.144 0.142 0.1 54 o.'142 0.149 0.1 38 0.1 39 0.132 0.1 26 0.121 0.1 03 o.122 '1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 0 n 0 0 0 0 320 406 396 386 375 362 349 333 3'16 296 270 240 80 160 800 950 1037 1206 1473 1574 1 608 1 639 1 785 1773 1719 1 610 471 1?O3 Totals 53,086 0 23,1 36 1.2D + 1.0W 90" 106 mph Wind with No lce Elev Gust Response Factor (Gh): Wind lmportance Factor (lw): 0.85 1.00 (in)( sf) EPA" EPAAi Wt flb) lce Wt flb) r, Section #(ft) Qz (psf) A, (s0 lce A, (sfl F" flb) F"r flb)(sfl(sf) Af (sf)€CrDrD, Force flb) 14 13 12 '11 10I 8 7 6 5 4 3 2 1 250 230 210 190 170 150 130 110 90 70 50 30 '17 7 9.890 1 0.786 12.109 14.446 I 9.781 22.462 21.025 23.048 28.712 31 .1 30 33.584 36.068 9.689 28.200 7.917 11.686 11.686 1 5.025 18.574 18.574 28.798 28.798 28.798 28.798 28.798 28.798 9.604 1 9.1 94 0.171 0.179 0.144 0.142 0.'154 0.142 0. t49 0.1 38 0.1 39 0.1 32 0.1 26 0.121 0.1 03 0.122 2.69 2.67 2.80 2.80 2.76 2.80 2.78 2.81 2.81 2.U 2.86 2.88 2.95 2.88 12.92 15.78 16.87 20.11 25.78 28.06 29.91 31.48 36.30 38.26 40.30 42.35 12.06 31.75 34.81 42.11 47 .17 56.33 71.07 78.63 83.02 88.60 102.12 108.63 1 15.31 12't.95 35.58 91.30 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 1024 1432 1 883 2357 3078 3221 4110 4255 5730 5902 6077 6894 1921 5202 832 984 1076 1251 1532 '1640 1 666 1701 1 858 1 848 1794 '1681 491 1 259 1152 1390 1472 '1637 1907 2002 2015 2034 2174 2144 206/. 1921 570 141 8 28.11 27.49 26.83 26.13 25.36 24.53 23.61 22.58 21.41 20.02 18.30 16.22 16.22 16.22 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 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 1.00 1.00 '1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 0 0 0 0 0 0 320 406 396 386 375 362 349 333 316 296 270 240 80 160 Totals 53,086 0 23,901 1 .2D + 1.0W 120' 106 mph Wind with No lce Elev Gust Response Factor (Gh): Wind lmportance Factor (lw): 0.85 1.00 f,. (in) Qz (psfl (tb) F" (tb)(sf) Af (s0 lce A, (sfl eCrDrD,(sf) EPA.EPAAi (s0 wl (b) F.r (tb) lce Wt (rb) Force Section #(ft) 14 13 12 11 10I 8 7 5 4 3 2 1 250 230 210 190 170 150 130 1'10 90 70 50 30 17 7 28.11 27.49 26.83 26.1 3 25.36 24.s3 23.61 22.58 21.41 20.02 18.30 16.22 16.22 16.22 9.890 1 0.786 12.109 14.446 19.781 22.462 21.02s 23.048 28.7',12 31 .1 30 33.584 36.068 9.689 28.200 7.917 1 1.686 1 1.686 15.025 18.574 18.574 28.798 28.798 28.798 28.794 28.798 28.798 9.604 19.194 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 0.171 0.1 79 o.144 0.142 0.1 54 0.'t42 0.149 0.1 38 0.1 39 0.132 0.1 26 0.121 0.1 03 0.122 2.69 2.67 2.80 2.80 2.76 2.80 2.78 2.81 2.81 2.U 2.86 2.95 2.88 1.00 '1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 '1.00 '1.00 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 14.40 17.40 18.69 22.28 28.74 31.43 33.07 34.94 40.61 42.93 45.34 47.76 13.51 35.98 38.81 46.43 52.25 62.40 79.26 88.07 91.77 98.33 114.24 121.89 129.72 137.53 39.87 103.46 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 1024 1432 1883 2357 3078 3221 4110 4255 5730 5902 6077 6894 1921 5202 927 1085 't192 1 386 1 709 1836 1842 1 888 2079 2074 2018 1 896 550 1426 1247 1491 1 588 1772 2083 2199 2191 2221 2395 2370 2288 2136 630 1 586 n 0 0 0 0 0 0 0 0 0 0 0 0 0 320 406 396 386 375 362 349 333 316 296 270 240 80 160 A2007 - 2022 by ATC lP LLC. All ights reserved.Page 6 of 31 Model lD: 1 10569 Scenario lD: 364638 312512025 09:25 42 ASSET: CUSTOMER: 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: ANStfftA-222-l 14930946_C3_01 '1.2O + 1.0W 120" 106 mph Wind with No lce Elev Qz Section # (ft) (osf) SECTION FORCES Gust Response Factor (Gh): 0.85 Wind lmportance Factor (lw): 1.00 (sf)(sr)(sf) ,\ rce,\(s0 (sfl eC,D,D.T,, (i n)(sr) EPA. EPAUi Wt lce Wt(rb) (rb) tr (tb) Fa (rb) Force (rb) Totals 53,086 0 26,1 95 '1.2D + 1.0W 180' 106 mph Wind with No lce Elev Qz Section # (ft) (osf) Gust Response Factor (Gh): Wind lmportance Factor (lw) 0.85 1.00 Ti. (in)(rb) lce Wt 0b) F"r (b)flb)(sf)(sf)(sf)(sf) lce {4 (sf)C. D. D-(sf) EP& EPA"i F"Force flb) 14 13 12 11 10I 8 7 6 5 4 3 2 1 250 230 210 190 170 150 130 110 90 70 50 30 17 7 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 1024 1432 1 883 2357 3078 3221 4110 4255 5730 5902 6077 6894 1921 5202 800 950 1037 1206 1473 1574 1 608 1 639 1785 1773 1719 1610 471 I ZUJ 't120 1 356 't433 1592 1 848 1 936 1 956 1972 2101 2069 1 989 1 849 551 1362 28.11 27.49 26.83 26.13 25.36 24.53 23.61 22.58 21 .41 20.02 1 8.30 16.22 16.22 16.22 9.890 1 0.786 12.109 14.446 19.781 22.462 21.025 23.048 28.712 31. l 30 33.584 36.068 9.689 28.200 7.917 1 1.686 1 1.686 15.025 18.574 18.574 29.798 28.798 28.798 28.798 28.798 28.798 9.604 1 9.1 94 0.171 0.179 0.144 0.142 0.1 54 0.142 0.1 49 0.1 38 0.1 39 0.132 0.126 0.'t21 0.1 03 0.122 2.69 2.67 2.80 2.80 2.76 2.80 2.78 2.81 2.81 2.84 2.86 2.88 2.95 2.88 't2.42 15.24 16.27 19.39 24.79 26.94 28.86 30.33 u.87 36.70 38.62 40.55 11.57 30.34 33.48 40.67 45.48 54.3'1 68.35 75.48 80.10 85.36 98.08 104.21 1 10.51 1 16.76 34.'ts 87.24 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 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 1.00 1.00 '1.00 1.00 1.00 1.00 1.00 1.00 't.00 1.00 1.00 1.00 't.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 0 0 0 0 0 0 320 406 396 386 375 362 349 JJJ 316 296 270 240 80 '160 Totals 53,086 0 23,136 1.2D + 1.OW 21O" 106 mph Wind with No lce Elev Qz (psf) A, lce A,(s0 (s0 0.85 1.00 Ti, (in ) ,\ (sf) EPA"Wt flb) lce Wt (rb) Gust Response Factor (Gh): Wind lmportance Factor (lw): Section #(ft) F^ flb) F"t (rb) EPAAi (sf)(sf) Af (s0 eCrDrDr Force 0b) 14 13 12 11 10I 8 7 b 5 4 J 2 1 250 230 210 190 170 150 130 110 90 70 50 30 17 7 1024 1432 '1883 2357 3078 3221 41 10 4255 5730 5902 6077 6894 192'l 5202 652 984 1 076 1251 1532 1 640 '1666 1701 1 8s8 1 848 1794 1 681 491 1259 320 406 396 386 375 362 349 333 316 296 270 240 80 160 1152 I 3S0 1472 'r637 1 907 2002 2015 203/. 2174 2144 206/. 1921 570 1418 28.11 27.49 25.83 26.13 25.36 24.53 23.61 22.58 21.41 20.02 18.30 16.22 16.22 16.22 9.890 I 0.786 12.109 14.446 19.781 22.462 21.025 23.048 28.712 31 .1 30 33.584 36.068 9.689 28.200 7.917 I 1.686 1 1.686 15.025 18.574 18.574 28.798 28.798 28.798 28.798 28.798 28.798 9.604 19.'194 0.171 0.1 79 0.144 0_142 0.1 54 0.142 0.1 49 0.1 38 0.1 39 0.132 0.1 26 0.121 0.1 03 o.122 2.69 2.67 2.80 2.80 2.76 2.80 2.78 2.81 2.81 2.U 2.86 2.88 2.95 2.88 12.92 15.78 '16.87 20.11 25.78 28.06 29.91 31.48 36.30 38.26 40.30 42.35 12.06 31.75 34.8't 42.11 47 .17 56.33 7',t.07 78.63 83.02 88.60 102.12 108.63 1 15.31 121.95 35.58 9'1.30 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 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 0.00 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 0 0 0 0 0 0 0 0 0 0 0 0 0 Qz (psf) 0.85 1.00 T,. (in ) lce Wt (b) 23,901 Force Totals 53,086 0 1.2D + 1.OW 240' 106 mph Wind with No lce Elev Section # (ft) Gust Response Factor (Gh): Wind lmportance Factor (lw): (b) tr 0b) F., 0b)(s0(sf) Ar (s0 A, lce,\ (sf) (sf)eCrDrD.(sr) EP& EPA"J Wt (tb) 14 13 12 11 '10 I 8 7 6 5 4 3 2 1 250 230 210 190 170 150 130 110 90 70 50 30 17 7 2.69 2.67 2.80 2.80 2.76 2.80 2.78 2.81 2.81 2.84 2.86 2.88 2.95 2.88 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 nn 0.0 28.11 27.49 26.83 26.1 3 25.36 24.53 23.61 22.58 21.4',1 20.02 18.30 16.22 16.22 16.22 9.890 1 0.786 't 2.109 14.446 19.781 22.462 21.025 23.048 28.712 31 .1 30 33.584 36.068 9.689 28.200 7.917 1 1.686 1'1.686 15.025 18.574 18.574 28.798 28.798 28.798 28.798 28.798 28.798 9.604 19.194 0.171 0.1 79 0.144 0.142 0.1v 0.142 0.'149 0.1 38 0.1 39 0.1 32 0.1 26 0.121 0.1 03 0.1?2 14.40 17.40 18.69 22.28 28.74 31.43 33.07 34.94 40.61 42.93 45.34 47.76 35.98 38.81 46.43 52.25 62.40 79.26 88.07 91.77 98.33 114.24 1?1.89 129.72 137.53 39.87 103.46 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 1024 1432 1883 2357 3078 3221 4110 4255 5730 5902 6077 6894 1921 5202 927 1 085 1192 1 386 1 709 1 836 1842 1 888 2079 2074 2018 1 896 550 1426 1247 1491 1 588 1772 2083 2199 2191 2221 2395 2370 2288 2136 bJU 1 586 0 0 0 0 0 0 0 0 0 0 0 0 0 0 320 406 396 386 375 362 349 JJJ 316 296 270 240 80 160 1 .20 + 1.0W 300" 106 mph Wind with No lce Elev Qz(ft) (osf) Af (sf) A, (sf) lce,\ (sf)Section # Gust Response Factor (Gh): Wind lmportance Factor (lw): Totals 53,086 0 & EP& EPAai Wt Itb) lce Wt flb) F.t (sf)lsf)(b)€CIDrD, 0.85 1.00 Ti. f in'l tr flb)fsf) 26,195 Force flb) @2007 - 2022 by ATC lP LLC. All rights reserued. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.69 2.67 2.80 2.80 2.76 2.80 2.78 Page 7 of 31 Model lD: 1 10569 Scenario lD:364638 312512025 09:25.12 14 13 12 11 '10 9 8 250 230 210 190 170 '150 130 28.11 27.49 26.83 26.13 25.36 24.53 23.61 9.890 10.786 1 2.1 09 14.446 19.781 22.462 21.025 7.917 11.686 11.686 15.025 18.574 18.574 28.798 0.171 0.1 79 0.144 0.142 0.1il 0.142 0.149 0.80 0.80 0.80 0.80 0.80 0.80 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 12.42 15.24 16_27 19.39 24.79 26.94 28.86 33.48 40.67 4s.48 54.3'r 68.35 75.48 80.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1024 1432 1 883 2357 3078 3221 41 10 1120 1 356 1433 1 592 1848 1936 1 956 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 800 320950 4061037 3961206 3861473 3751574 3621608 349 ASSET: CUSTOMER: 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: ANSt/TtA-222-l 14930946 C3 01 SECTION FORCES 1.2D + 1.0W 300" Gust Response Factor (Gh): 0.85 106 mph Wind with No lce Wind lmportance Factor (lw): 1.00 Elev Qz Ar A. lce A, f z & EPA" EPA.i Wt lce Wt F", F" Force section # (ft) (psf) (sf) (s0 (sf) e cr Dr D, (in) (sf) (sf) (sf) (lb) (lb) (lb) (lb) (lb)7 110 22.58 23.048 ?8.798 0.00 0.138 2.81 0.80 1.00 0.0 30.33 85.36 0.00 4255 0 1639 333 19726 90 21.41 28.712 28.798 0.00 0.139 2.81 0.80 1.00 0.0 34.87 98.08 0.00 5730 0 1785 316 21015 70 20.02 31.130 28.798 0.00 0.132 2.U 0.80 1.00 0.0 36.70 104.21 0.00 5902 0 1773 296 20694 50 '18.30 33.584 28.798 0.00 0.126 2.86 0.80 1.00 0.0 38.62 110.51 0.00 6077 0 1719 270 19893 30 16.22 36.068 28.798 0.00 0.121 2.88 0.80 1.00 0.0 40.55 116.76 0.00 6894 0 1610 240 18492 17 16.22 9.689 9.604 0.00 0.103 2.95 0.80 1.00 0.0 11.57 34.15 0.00 1921 Q 471 80 5511 7 16.22 28.200 19.194 0.00 0.122 2.88 0.80 1.00 0.0 30.34 87.24 0.00 5202 0 1203 160 1362 Totals 53,086 0 23,136 Force (tb) 1.2D + 1.0W 330' '106 mph Wind with No lce Elev Section # (ft) Gust Response Factor (Gh): Wind lmportance Factor (lw): 0.85 1.00 Tr. &(in) (sf) Qz (ps0 F.t (lb)(sf)(sf) Ar (sr) & lce A,EPAA EPAUi Wt lce Wt(rb) 0b) F" (lb)(s0 (s0 e Cr Dr D, 14 '13 12 11 10 9 8 7 o R 4 3 2 1 250 230 2't0 '190 170 150 130 1'10 90 70 50 30 17 7 28.11 27.49 26.83 26.13 2s.36 24.53 23.61 22.58 21.41 20.02 18.30 16.22 16.22 16.22 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 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.8s 0.85 0.85 0.85 0.85 0.85 0.85 1.00 1.00 1.00 '1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 '1.00 1.00 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 U.U 0.0 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 9.890 1 0.786 12.1 09 14.446 19.78'l 22.462 21.025 23.048 28.712 31 .1 30 33.s84 36.068 9.689 28.200 7.917 11.686 1 1.686 1 5.025 18.574 't8.574 28.798 28.798 28.798 28.798 28.798 28.798 9.604 1 9.1 94 0.171 0.179 0.144 0.142 0.1 54 0.142 0.1 49 0.1 38 0.1 39 0.132 0.1 26 0.121 0.1 03 0.122 2.69 2.67 2.80 2.80 2.76 2.80 2.78 2.81 2.81 2.U 2.86 2.88 2.95 2.88 12.92 15.78 16.87 20.11 25.78 28.06 29.91 31.48 36.30 38.26 40.30 42.35 12.06 31.75 34.81 42.11 47 .17 56.33 71.07 78.63 83.02 88.60 102.12 108.63 1 15.31 121.95 35.58 91.30 1024 1432 1883 2357 3078 3221 4110 4255 5730 5902 6077 6894 1921 5202 832 984 1 076 1251 1532 1640 1 666 1701 1 858 1 848 1794 168'l 491 12s9 1152 1 390 1472 1637 1 907 2002 2015 2034 2174 2144 2064 1921 570 1418 0 0 0 0 0 0 0 0 0 0 0 0 0 0 320 406 396 386 375 362 349 333 J to 296 270 240 80 160 Totals 53,086 0 23,901 Force 0b) 0.9D + 1.0W Normal 106 mph Wind with No lce (Reduced DL) Elev Qz Ar Section# (n) (psf) (sfl Gust Response Factor (Gh): Wind lmportance Factor (lw): 0.85 1.00 Ti. (in) A, (sf) lce A. (s0 eCrDrD,& (sf) F, (rb) EPA", (sfl EPA" (sf) Wt lce Wt flb) flb) F", 0b) 14 13 12 11 10 I 8 7 6 E 4 c 2 'l 250 230 210 190 170 150 130 110 90 70 50 30 17 7 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 0.0 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 28.',11 27.49 26.83 26.13 25.36 24.53 23.61 22.58 21.4',1 20.02 18.30 16.22 16.22 16.22 9.890 1 0.786 12.'109 14.446 19.781 22.462 21.025 23.048 28.712 31.1 30 33.584 36.068 9.689 28.200 7.917 11.686 1 '1.686 15.025 18.574 18.574 28.798 28.798 28.798 28.798 28.798 28.798 9.604 19.'194 0.171 0.1 z9 0.144 0.142 0.1il 0.142 0.149 0.1 38 0.1 39 0.132 0.1 26 0.121 0.1 03 0.'122 2.69 2.67 2.80 2.80 2.76 2.80 2.78 2.81 2.81 2.U 2.86 2.88 2.95 2.88 1.00 1.00 1.00 1.00 '1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 '1.00 1.00 1.00 '1.00 1.00 1.00 1.00 1.00 1.00 1.00 't4.40 17.40 18.69 22.28 28.74 31.43 33.07 34.94 40.61 42.93 45.U 47.76 13.5'r 35.98 38.81 46.43 52.25 62.40 79.26 88.07 91.77 98.33 114.24 121.89 129.72 137.53 39.87 103.46 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 0.00 768 1074 1413 1768 2309 2416 3082 31 91 4297 4427 4558 5'170 1441 3901 927 '1085 1192 1386 1709 1836 1842 '1888 2079 2074 2018 I 896 550 1426 320 406 396 386 375 362 349 333 316 296 270 240 80 160 1247 1491 1 588 1772 2083 2199 2191 2221 2395 2370 2288 2136 630 '1586 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Totals 39,815 0 26,195 0.9D + 1.0W 60" 106 mph Wind with No lce (Reduced DL) Gust Response Factor (Gh): Wind lmportance Factor (lw): 0.85 1.00 rt (in ) Elev Qz Section # (ft) (psf) Af (s0 & (s0 lce A, (sfl €CrD1D,(sf) EPA" EPA,|Wt lce Wt(rb) (rb) F" 0b)(sf)(sf) F"t Force (rb) 14 '13 12 11 10 I 8 7 o 5 4 3 2 1 250 230 210 190 170 150 130 110 90 70 50 JU 17 7 28.11 27.49 26.83 26.13 25.36 24.53 23.61 22.58 21.41 20.02 18.30 16.22 16.22 16.22 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 0.171 0.179 0.144 0.142 0.1 54 0.142 0.'149 0.1 38 0.1 39 0.1 32 0.1 26 0.121 0.1 03 0.122 2.69 2.67 2.80 2.80 2.76 2.80 2.78 2.81 2.81 2.U 2.86 2.88 2.95 2.88 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 1.00 1.00 1.00 1.00 1.00 1.00 '1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.0 0.0 0.0 12.42 15.?4 16.27 19.39 24.79 26.94 28.86 30.33 u.87 36.70 38.62 40.55 11.57 30.34 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 0.00 768 1074 1413 '1768 2309 2416 3082 31 91 4297 4427 4558 5'170 1M',l 3901 800 950 1037 I ZUO 1473 1574 1 608 I 639 1 785 1773 17 19 1610 471 1203 1120 't 356 1433 1592 'r 848 1 936 1956 1972 2101 2069 1 989 1849 551 1362 9.890 1 0.786 12.109 14.446 1 9.781 22.462 21.025 23.O48 28.712 31.1 30 33.584 36.068 9.689 28.200 7.917 1 1.686 '1 1.686 1 5.025 18.574 18.574 ?8.798 28.798 28.798 28.798 28.798 28.798 9.604 1 9.1 94 0.0 33.48 40.67 45.48 54.31 68.35 75.48 80.10 85.36 98.08 104.21 110.51 1 16.76 34.15 87.24 0 0 0 0 0 0 0 0 0 0 0 0 0 0 320 406 396 386 375 362 349 333 J ID 296 270 240 80 160 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Totals 39,8'15 0 23,136 0.9D + 1.0W 90' 106 mph Wind with No lce (Reduced DL) Elev Qz Ar Gust Response Factor (Gh): Wind lmportance Factor (lw): 0.85 1.00 T'. &(in) (sfl EPA" EPAAi Wt lce Wt flb) (b) F" ForceA, (s0 eCrDrD,flb)(s0(sf) @2007 - 2022 by ATC lP LLC. All rights reserved. lce A, Page 8 of 31 Model lD: '1 10569 Scenario lD: 364638 F", (lb) 312512025 09:25.42 Section #(psfl (s0 ASSET: CUSTOMER: 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: ANSt/TtA-222-l 14930946_C3_01 0.9D + 1.0W 90' 106 mph Wind with No lce (Reduced DL) Elev Qz Ar 4 lce A. SECTION FORCES Gust Response Factor (Gh): 0.85 Wind lmportance Factor (lw): 1.00 T,EPA"i Wt lce Wt c F" Force Section # 4 28.11 27.49 26.83 26.1 3 25.36 24.53 23.61 22.s8 21.41 20.02 1 8.30 16.22 16.22 16.22 13 12 11 10II 7 6 5 4 3 2 1 250 230 210 190 170 150 130 '110 90 70 50 30 '17 7 1 0.786 1 2.1 09 14.446 '19.781 22.462 z',t.025 23.048 28.712 31.1 30 33.584 36.068 9.689 28.200 1 1.686 1 1.686 1 5.025 18.574 18.574 28.798 28.798 28.798 28.798 28.798 28.798 9.604 19.194 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 2.67 2.80 2.80 2.76 2.80 2.78 2.81 2.81 2.U 2.86 2.88 2.95 2.88 12.92 '15.78 't6.87 20.11 25.78 28.06 29.91 31.48 36.30 38.26 40.30 42.35 12.06 31.75 34.81 42.11 47.'17 56.33 71.07 78.63 83.02 88.60 102.12 108.63 1 15.31 12'1.95 35.58 91.30 1074 1413 1768 2309 ?416 3082 31 91 4297 4427 4558 5170 1441 3901 984 1 076 't?51 1532 '1640 1 666 1701 1 858 1848 1794 1 681 491 1259 406 396 386 375 362 349 333 316 296 270 240 80 160 1 390 1472 1637 1 907 2002 2015 2034 2174 2144 2064 1921 570 1418 0.179 0.144 0.142 0.1 54 0.142 0.1 49 0.1 38 0.'139 0.132 0_126 0.121 0.1 03 0.122 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 '1.00 1.00 1.00 1.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 nn 0.0 0.0 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 0 0 0 0 0 0 0 0 0 0 0 0 Totals 39,815 0 23,901 0.9D + 1.0W 120' 106 mph Wind with No lce (Reduced DL) Elev Section # (ft) Gust Response Factor (Gh): Wind lmportance Factor (lw): 0.85 1.00 T, A.(in) (sf) EPA" EPA"i Wt lce Wt(rb) (rb) Qz (osf)(sfl (sfl (sf) Ar A, lce,\ e C, D. D. F" (rb)(sf)(sf) F"t (rb) Force (tb) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 't4 13 12 11 10I 8 7 6 E 4 3 ? 1 250 230 210 't90 170 150 '130 110 90 70 50 30 17 7 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 1.00 1.00 1_00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 '1.00 1.00 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 1247 1491 1 588 1772 2083 2199 2191 2221 2395 2370 2288 21 36 630 1 586 28.11 27.49 26.83 26.',t3 25.36 24.53 23.61 22.58 21.41 20.02 '18.30 16.22 16.22 16.22 9.890 1 0.786 't2.109 14.446 19.78'l 22.462 21.025 23.048 28.712 31 .1 30 33.584 36.068 9.689 28.200 7.917 1 1.686 1 '1.686 15.025 '18.574 18.574 28.798 28.798 28.798 28.798 28.798 28.758 9.604 1 9.1 94 0.171 0.179 0.144 0.142 0.1 s4 0.142 0.149 0.1 38 0.1 39 o.'132 0.126 0.121 0.1 03 o.122 2.69 2.67 2.80 2.80 2.76 2.80 2.78 2.81 2.81 2.U 2.86 2.88 2.95 2.88 1.00 '1.00 1.00 1.00 '1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 14.40 17.40 18.69 22.28 28.74 31.43 33.07 u.94 40.61 42.93 45.U 47.76 13.5'l 35.98 38.81 46.43 52.25 6?.40 79.26 88.07 91.77 98.33 114.24 121.89 129.72 1 37.53 39.87 103.46 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 0.00 768 1074 1413 1 768 2309 2416 3082 31 91 4297 44?7 4558 5170 1441 3901 927 1085 1192 1 386 1 709 1 836 1842 1 888 2079 2074 2018 1 896 550 1426 320 406 396 386 375 362 349 333 316 296 270 240 80 '160 Totals 39,815 26,1 9s 0.9D + 1.0W 180' 106 mph Wind with No lce (Reduced DL) Elev Qz 4 Section # (ft) (psf) (sf) Gust Response Factor (Gh): Wind lmportance Factor (lw): 0.85 1.00 A' (sf) lce,\ (sf)ecrDfD,Ti. (in)(sf) EPA" EPA"i Wt lce Wt 0b) flb) F" (rb) F"t flb)(sf)(sf) Force (rb) 14 13 12 11 10 9 8 7 6 5 4 3 2 1 250 230 210 190 170 150 130 110 90 70 50 30 17 7 28.11 27.49 26.83 26.13 25.36 24.53 23.61 22.58 21.41 20.02 18.30 16.22 16.22 't6.22 7 .917 1 1.686 1 1.686 '15.025 18.574 18.574 28.798 28.798 28.798 28.798 28.798 28.798 9.604 1 9.1 94 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 2.69 2.67 2.80 2.80 2.76 2.80 2.78 2.81 2.U 2.86 2.88 2.95 2.88 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 0.00 800 950 1037 1 206 1473 1574 1 608 1 639 1785 1773 1719 1610 471 1203 9.890 1 0.786 1 2.1 09 14.446 19.781 22.462 21.025 23.048 28.712 31.1 30 33-584 36.068 9.689 28.200 0.171 0.1 79 0.144 0.142 0.154 0.142 0.149 0.1 38 0.1 39 o.132 0.1 26 0.12',| 0.1 03 o.122 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 '1.00 1.00 12.42 15.24 16.27 19.39 24.79 26.94 28.86 30.33 34.87 36.70 38.62 40.55 11.57 30.34 33.48 40.67 45.48 54.31 68.35 75.48 80.10 85.36 98.08 104.21 110.51 1 16.76 34.15 87.24 768 1074 1413 1 768 2309 2416 3082 31 91 4297 4427 4558 51 70 1441 3901 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 0 320 406 396 386 375 362 349 333 316 296 270 240 80 '160 1120 1356 1433 1592 1 848 1 936 1956 1972 2101 2069 1 989 1 849 551 1 362 Totals 39,815 0 23,1t6 Force (b) 0.9D + 1.0W 210' 106 mph Wind with No lce (Reduced DL) Elev Qz Ar Section # (ft) (ps0 (s0 Gust Response Factor (Gh): Wind lmportance Factor (lw): 0.85 1.00 A' (s0 lce 4 (sr)eCrDrD, r'. &(in) (sfl EPA" (sf) EPAUi F" (lb)(sfl Wt lce Wt(rb) 0b) F", (tb) 14 13 12 11 10 o I 7 6( 4 J 2 1 250 230 210 190 170 150 130 110 90 70 50 30 17 7 28.11 27.49 26.83 26.13 25.36 24.53 23.61 22.58 21.41 20.02 18.30 16.22 16.22 16.22 9.890 10.786 1 2.1 09 14.M6 19.781 22.462 21.025 23.048 28.712 31 .1 30 33.584 36.068 9.689 28.200 7.917 11 .686 '1 1.686 15.025 18.574 18.574 28.798 28.798 28.798 28.798 28.798 28.798 9.604 1 9.194 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 0.171 0.179 o.144 0.142 0.'154 0.142 0.'149 0.138 0.139 0.1 32 0.126 0.12'l 0.1 03 0.122 2.69 2.67 2.80 2.80 2.76 2.80 2.78 2.81 2.81 2.U 2.86 2.88 2.95 2.88 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 1.00 1.00 1.00 '1.00 1.00 't.00 1.00 1.00 1.00 1.00 1.00 '1.00 1.00 1.00 12.92 15.78 16.87 ?0.11 25.78 28.06 29.91 31.48 36.30 38.26 40.30 42.35 12.06 3'1.75 34.81 42.',t1 47 .17 56.33 71.07 78.63 83.02 88.60 102.12 108.63 1 15.31 121.95 35.58 91.30 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 0.00 768 1074 141 3 1 768 2309 2416 3082 3'r 91 4297 4427 4558 5170 1441 3901 832 984 1 076 1251 1532 1 640 'r 666 1701 I 858 1 848 1794 1681 491 1259 1152 1 390 1472 1637 1907 2002 2015 2034 2174 2144 2064 1921 570 14',18 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 0 320 406 396 386 375 362 349 333 316 296 270 240 80 160 @2007 - 2022 by ATC lP LLC. All rights reseNed.Page 9 of 31 Model lD: 1 1 0569 Scenario lD: 364638 3t25t2025 09.25.42 ASSET: CUSTOMER 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT ANSI/TtA-222-l 14930946 C3 01 0.9D + 1.0W210' 106 mph Wind with No lce (Reduced DL) Elev Qz Ar Section # (ft) (psfl (sf) SECTION FORCES Gust Response Factor (Gh): 0.85 Wind lmportance Factor (lw): 1.00 ,\ (s0 lce A (sfl C, D, D. T,, (in )(sf) EP& EPA,|F"t 0b) Force 0b)(sf)(sf)(rb) lce Wt (rb) F" (rb) Totals 39,815 0 23,901 0.9D + '1.0W 240' 106 mph Wind with No lce (Reduced DL) Elev Qz & Section # (ft) (osfl (sfl Gust Response Factor (Gh): Wind lmportance Factor (lw): 0.85 1.00 (in)(sf) lce A, (sf)eCrDrD,(sf) EPA" EPAA' (sf)(sf) Wt (rb) lce Wt (tb) Force (b) F"t Fa(b) (rb) 14 13 '12 11 '10 I 8 7 6 5 4 3 2 1 28.11 27.49 26.83 26.1 3 25.36 24.53 23.61 22.58 21.41 20.02 18.30 16.22 16.22 16.22 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 0.171 0.1 79 0.144 o.142 0.154 0.142 0.1 49 0.1 38 0.1 39 0.132 0.126 0.121 0.1 03 0.122 '1.00 1.00 '1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 '1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 '1.00 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 38.81 46.43 52.25 62.40 79.26 88.07 91.77 98.33 114.24 121.89 129.72 1 37.53 39.87 103.46 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 1247 1491 1 588 1772 2083 2199 2191 2221 2395 2370 2288 2136 630 1 586 250 230 210 190 170 150 130 110 90 70 50 30 17 7 9.890 1 0.786 12.109 14.446 19.781 22.462 21.02s 23.048 28.712 31.1 30 33.584 36.068 9.689 28.200 7.917 11.686 1'1.686 15.025 18.574 18.574 28.798 28.798 28.798 28.798 28.798 28.798 9.604 '19.194 2.69 2.67 2.80 2.80 2.76 2.80 2.78 ?.81 2.81 2.84 2.86 2.88 2.95 2.88 14.40 17.40 18.69 22.28 28.74 31.43 33.07 34.94 40.61 42.93 45.34 47.76 '13.51 35.98 768 1074 1413 1 768 2309 2416 3082 3'r 91 4297 4427 4558 5170 1441 3901 927 'r 08s 1192 1 386 't 709 1 836 1842 1 888 2079 2074 2018 1 896 550 1426 0 0 0 0 0 0 0 0 0 0 0 0 0 0 320 406 396 386 375 362 349 333 316 296 270 240 80 160 eCrDrD, ,\ (sf) EPA, EPAd Totals 39,815 Wt (tb) F", (tb)(lb) 0 26,1 95 Force (tb) 0.9D + 1.0W 300' 106 mph Wind with No lce (Reduced DL) Elev Qz & Section # (ft) (psf) (sf) Gust Response Factor (Gh): Wind lmportance Factor (lw): 0.85 1.00 Ti. (in) ,\ (sf) lce 4 (sf) lce Wt (tb) F (sf)(sr) 14 13 12 11 10 9 8 7 o 5 4 3 2 1 250 230 210 190 170 150 130 110 90 70 50 30 17 7 28.11 27.45 26.83 26.1 3 25.36 24.53 23.61 22.58 21.41 20.02 18.30 '16.22 16.22 16.22 9.890 1 0.786 12.109 14.446 19.781 22.462 21.025 23.048 28.712 31 .1 30 33.584 36.068 9.689 28.200 7.917 1 '1.686 1 1.686 15.025 1A.574 18.574 28.798 25.798 28.798 28.798 28.758 28.798 9.604 19.194 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 0.171 0.1 79 0.144 0.142 0.19 0.142 0.149 0.1 38 0.1 39 0.1 32 0.126 0.121 0.1 03 0.122 2.69 2.67 2.80 2.80 2.76 2.80 2.78 2.81 2.81 2.U 2.86 2.88 2.95 2.88 12.42 15.24 16.27 19.39 ?4.79 26.94 28.86 30.33 u.87 36.70 38.52 40.55 11.57 30.34 33.48 40.67 45.48 54.31 68.35 75.48 80.10 85.36 98.08 104.21 110.5't 116.76 34.'l5 87.24 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 0.00 768 1074 1413 1768 2309 2416 3082 3191 4297 M27 4558 51 70 1441 3901 800 oEn 1 037 1206 1473 1574 1 608 1 639 1 785 1719 1610 471 1203 1120 1 356 1433 1592 1 848 '1936 1 956 1972 2101 2069 1 989 1 849 551 1362 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 U 0 0 0 0 0 0 0 0 n 0 320 406 396 386 375 362 349 333 316 296 270 240 80 160 Totals 39,815 0 23,1 36 0.9D + 1.0W 330' 106 mph Wind with No lce (Reduced DL) Elev Qz A, Section # (ft) (ps0 (s0 Gust Response Factor (Gh): Wind lmportance Factor (lw): eCrDrD' 0.85 1.00 rt ,\(in) (sf) lce A, (sf) EPA" EPAUI Wt (tb) lce Wt flb) F", Fa flb) flb) Force flb)(sf)(sf) 14 13 12 11 10 I 8 7 6 5 4 3 2 1 250 230 210 190 170 150 130 110 90 70 50 30 17 7 9.890 1 0.786 12.109 14.446 '19.781 22.462 21.025 23.048 28.712 31.1 30 33.584 36.068 9.689 28.200 7.917 11.686 11.686 15.025 18.574 18.574 28.798 28.798 28.798 28.798 28.758 28.798 9.604 19.194 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 0.171 0.'1 79 o.144 0.142 0.1 54 0.142 0.149 0.1 38 0.1 39 0.132 0.126 0.121 0.1 03 0.122 2.69 2.67 2.80 2.80 2.76 2.80 2.78 2.81 2.81 2.84 2.86 2.88 2.95 2.88 12.92 15.78 16.87 20.11 25.78 28.06 29.91 3'1.48 36.30 38.26 40_30 42.35 12.06 31.75 34.81 42.11 47.17 56.33 71.07 78.63 83.02 88.60 102.12 108.63 1 1s.31 121 .95 35.58 91.30 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 0.00 768 1074 1413 '1768 2309 2416 3082 31 91 4297 4427 4558 51 70 1441 3901 832 984 '1076 1251 1532 1640 1 666 1701 1 858 I 848 1794 168'r 491 1?59 320 406 396 386 375 362 349 333 316 296 270 240 80 160 1152 1 390 1472 1 637 1907 2002 2015 20u 2174 2'144 2064 1921 570 '1418 28.11 27.49 26.83 26.1 3 25.36 24.53 23.61 22.58 21.41 20.02 18.30 16.22 16.22 16.22 0.85 0.85 0.85 0.85 0.8s 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 1.00 1.00 '1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 '1.00 1.00 1.00 1.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 U.U 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Totals 39,815 0 23,901 '1.2D + 1.0Di + 1.owi Normal 51 mph Wind with 1.18'Radial lce Elev Q2 Gust Response Factor (Gh): Wind lmportance Factor (lw): 0.85 1.00 rt (in) '1.00 Section #(ft) (pso & (sf) & tce,\(sfl (sf)eCrDrD, lce Dead Load Factor: EPAai Wt lce Wt(s0 0b) (tb) F", Fa Force flb) 0b) flb)(sf) EPA" (sf) 14 13 12 11 10 9 8 250 230 210 190 170 150 130 6.51 6.36 6.21 6.05 5.87 5.68 5.47 9.890 I 0.786 12.109 14.446 19.781 22.462 21.025 32.290 37.336 38.914 41.185 46.835 48.937 s4.744 24.37 25.65 27.23 26.16 28.26 30.36 25.95 0.388 0.368 0.299 0.262 0.262 0.243 0.224 2.09 2.13 2.30 2.40 2.40 2.46 2.52 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 30.27 34.05 35.41 38.67 47.33 51.01 52.72 63.22 72.53 81.37 92.86 1 13.63 125.41 132.81 24.37 25.65 27.23 26.1 6 28.26 30.36 25.95 3097 3939 4498 5215 M83 6827 7783 2073 2507 2614 2857 3405 3606 3673 3s0 392 430 477 567 605 617 1.4 1.4 1.4 1.4 1.4 1.4 1.4 193 257 265 zo5 255 249 241 543 649 695 742 822 854 859 A2007 - 2022 by ATC lP LLC. All ights reserved.Page '10 of 31 Model lD: 110569 Scenario lD: 364638 3t25t2025 09.25.42 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: ANSt/TtA-222-l 14930946_C3_01 SECTION FORCES 1.2D + 1.0Di + 1 .0Wi Normal Gust Response Factor (Gh): 0.85 51 mph Wind with 1.18" Radial lce Wind lmportance Factor (lw): 1.00 lce Dead Load Factor: 1.00 Elev Qz 41 4 lce Ar f a & EP& EPAui Wt lce Wt F", F^ Force Section # (ft) (pso (s0 (s0 (sf) e Cr Dr D, (in) (sf) (sf) (s0 (tb) (tb) (tb) (tb) (tb)7 110 5.23 23.048 55.853 27.06 0.208 2.57 1.00 1.00 '1.3 55.22 141.83 27.06 8034 3779 630 231 8626 90 4.96 28.712 56.862 28.06 0.204 2.58 1.00 1.00 1.3 61.42 158.56 28.06 9869 4140 668 217 8855 70 4.63 31.130 57.704 28.91 0.194 2.62 1.00 1.00 1.3 64.22 168.07 28.91 10120 4218 662 202 8644 50 4.24 33.584 58.257 29.46 0.184 2.65 1.00 1.00 1.2 66.90 177.25 29.46 10326 4249 638 182 8213 30 3.75 36.068 58.241 29.44 0.175 2.68 1.00 1.00 1.2 69.30 185.78 29.44 11083 4189 593 158 7512 '17 3.75 9.689 17.590 7.99 0.145 2.79 1.00 1.00 1.1 19.66 54.87 7.99 3064 1143 175 52 2271 7 3.75 28.200 34.909 15.7? 0.162 2.73 1.00 1.00 1.0 48.06 131.09 15.72 8276 3074 418 98 5'16 Totals 98,612 45,526 10,091 1.2D + 1.oDi + 1.0Wi 60" 51 mph Wind with 1.18' Radial lce Elev Qz Ar Section # (ft) (ps0 (s0 Gust Response Factor (Gh): Wind lmportance Factor (lw): ecrDfD, 0.85 1.00 It&(in) (sf) 1.00 A lce&(s0 (sf) EPA"F. (b) Force lce Dead Load Factor: EPA,i Wt lce Wt(s0 (lb) (lbl E (lb)0b)GI) 14 13 12 11 10 I 8 7 6 5 4 3 2 1 250 230 2',10 '190 '170 150 130 110 90 70 50 30 17 7 2.09 2.13 2.30 2.40 2.40 2.46 2.52 2.57 2.58 2.62 2.65 2.68 2.79 2.73 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 1.00 1.00 1.00 1.00 1.00 1.00 '1.00 1.00 1.00 1.00 1.00 1.00 '1.00 1.00 59.09 67.93 75.81 85.92 104.'13 114.37 122.22 1 29.99 143.74 '151.77 159.46 166.45 49.46 115.7',| 24.37 25.65 27.23 26.1 6 28.26 30.36 25.95 27.06 28.06 28.91 29.46 29.44 7.99 '15.72 2073 2507 2614 2857 3405 3606 3673 3779 4140 4218 4249 41 89 1143 3074 6.51 6.36 6.21 6.05 5.87 5.68 5.47 5.23 4.96 4.63 4.24 3.75 3.75 3.75 9.890 1 0.786 12.109 14.446 1 9.781 22.462 21.025 23.048 28.712 31.1 30 33.584 36.068 9.689 28.200 32.250 37.336 38.914 41.'t 85 46.835 48.937 54.7M 55.853 56.862 57.704 58.257 58.241 17.590 34.909 0.388 0.368 0.299 0.262 0.262 0.243 0.224 0.208 0.204 0.194 0.184 0.1 75 0.'t45 0_'t62 28.29 31.89 32.98 35.78 43.37 46.52 48.52 50.61 55.58 57.99 60.18 62.09 17.73 42.42 3097 3939 4498 5215 6483 6827 7783 8034 9869 10120 10326 1 1083 3064 8276 327 367 400 442 520 552 568 578 605 598 574 531 158 369 193 257 265 265 255 249 241 231 217 202 182 158 52 98 520 624 665 707 775 801 809 809 823 800 757 689 210 467 1.2D + 1.0Di + 1.0Wi 90' 51 mph Wind with 1.18' Radial lce Elev Qz Ar Section # (ft) (ps0 (sr) Gust Response Factor (Gh): Wind lmportance Factor (lw): 0.85 1.00 Ti. (in) Totals 98,612 45,526 9,456 lce Dead Load Factor: 1.00 EP& EPA"i Wt lce Wt F", Fa Force(sf) (s0 (lb) (lb) (lb) (lb) (lb) A. lce 4(s0 (s0 ecfDrD,Gq 526 630 673 715 787 814 822 822 838 816 773 705 214 479 250 230 210 190 170 150 130 110 90 70 50 30 't7 7 14 13 12 11 10 9 8 7 6 5 4 3 2 1 6.s1 b.Jb 6.21 6.05 5.87 5.68 5.47 s.23 4.96 4.63 4.24 3.75 3.75 3.75 0.8s 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.8s 0.85 0.85 0.85 0.85 0.85 1.4 1.4 't.4 1.4 1.4 1.4 1.4 1.3 1.3 1.3 1.2 1.2 1.1 't.0 193 257 265 265 255 249 241 231 217 202 182 158 52 98 9.890 1 0.786 12.109 14.446 19.781 22.462 21.025 23.048 28.712 31 .1 30 33.584 36.068 9.689 28.200 32.290 37.336 38.914 41.185 46.835 48.937 54.744 55.853 56.862 57.704 58.257 58.241 17.590 34.909 24.37 25.65 27.23 26.16 28_26 30.36 25.95 27.06 28.06 28.91 29.46 29.44 7.99 15.72 0.388 0.368 0.299 0.262 0.262 0.243 0.224 0.208 0.204 0.194 0.1 84 0.175 0.145 0.162 2.09 2.',l3 2.30 2.40 2.40 2.46 2.52 2.57 2.58 2.62 2.65 2.68 2.79 2.73 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 28.78 32.43 33.59 36.50 44.36 47.64 49.57 51.76 57.12 59.55 61.86 63.89 18.21 43.83 60.12 69.08 77.20 87.65 106.50 117.13 124.87 132.55 147.44 1 55.85 163.91 171.28 50.82 1 19.55 24.37 25.65 27.23 26.1 6 28.26 30.36 25.95 27.06 28.06 28.91 29.46 29.44 7.99 15.72 3092 3939 4498 5215 6483 6827 7783 8034 9869 10120 1 0326 1 1083 3064 8276 2073 2507 2614 2857 3405 3606 3673 3779 4140 4218 4249 41 89 1 143 3074 333 374 408 451 532 565 580 591 621 614 590 547 162 382 Totals 98,612 45,526 1.00 9,615 Force 1.2D + 1.oDi + 1.owi 120' 51 mph Wind with 1.18" Radial lce Elev Qz Ar Section # (ft) (psf) (sf) Gust Response Factor (Gh): Wind lmportance Factor (lw): 0.85 1.00 T,, (in) & tceA(sfl (s0 eCrDfD, A. EPA" EPAAi(s0 (sfl (sf) lce Dead Load Factor: Wt lce Wt 0b) (lb) F"t (tb) F. (lb)(tb) 14 '13 12 11 10 9 8 7 6 5 4 3 1 250 230 210 190 170 150 130 110 90 70 50 30 17 7 6.51 6.36 6.21 6.0s 5.87 5.68 5.47 5.23 4.96 4.63 4.24 3.75 3.75 3.75 24.37 25.65 27.23 26.16 28.26 30.36 25.95 27.06 28.06 28.91 29.46 29.44 7.99 15.72 0.388 0.368 0.299 0.262 0.262 0.243 0.224 0.208 0.204 0.1 94 0.1 84 0.1 75 0.145 0.162 2.09 2.13 2.30 2.40 2.40 2.46 2.52 2.57 2.58 2.62 2.65 2.68 2.79 2.73 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 '1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 'l.00 1.00 1.00 1.00 1.00 't.4 1.4 1.4 1.4 1.4 1.4 1.4 1.3 1.3 '1.3 1.2 1.2 1.1 1.0 30.27 34.05 35.41 38.67 47.33 51.01 52.72 55.22 61.42 u.22 66.90 69.30 19.66 48.06 24.37 25.65 27.23 26.'t6 28.26 30.36 25.95 27.06 28.06 28.91 29.46 29.44 2.99 15.72 3097 3939 4498 521 5 6483 6827 7783 8034 9869 10120 1 0326 '11083 3064 8276 2073 2507 2614 2857 3405 3606 3673 3779 4140 4218 4249 4189 1 143 3074 350 392 430 477 567 605 617 630 668 662 638 s93 175 418 193 257 265 265 255 249 241 231 217 202 182 '158 52 98 9.890 1 0.786 12.109 14.M6 19.781 22.462 21.025 23.048 28.7'12 31.1 30 33.584 36.068 9.689 28.200 32.290 37.336 38.914 41.185 46.835 48.937 54.744 55.853 56.862 57.704 58.257 58.24',1 1 7.590 34.909 63.22 72.53 81.37 92.86 1 13.63 125.41 132.81 141.83 158.56 168.07 177.25 185.78 54.87 131 .09 543 649 695 742 822 854 859 862 885 864 821 751 227 516 Totals 98,612 45,525 10,091 1.2D + 1.oDi + 1.owi 180' 51 mph Wind with 1.18' Radial lce Elev Qz Section # (ft) (psf) Gust Response Factor (Gh): Wind lmportance Factor (lw): 0.85 1.00 ra (in)(sfl 4 lce A,(sfl (sfl eCrDrD,(sf) EPA" lce Dead Load Factor: EPA"| Wt lce Wt(sfl 0b) 0b) 1.00 F"t Fa flb) flb) Force (tb)(sf) @2007 - 2022 by ATC lP LLC. All rights reserved.Page 11 of31 Model lD: 1 10569 Scenario lD: 364638 3t2512025 09.25.42 ASSET: CUSTOMER: 24.37 25.65 27.23 26.1 6 28.26 30.36 25.95 27.06 28.06 28.91 29.46 29.44 7.99 15.72 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.3 1.3 '1.3 1.2 1.2 1.1 1.0 ASSET: CUSTOMER: ANSt/TtA-222-l 14930946_C3_01 SECTION FORCES 1.2D + 1.0Di + 1 .owi 180" cusl Response Factor (ch): 0.85 51 mph Wind with 1.18" Radial lce Wind lmportance Factor (lw): 1.00 lce Dead Load Faclor: 1.00 Elev Qz Ar A, lce A, f . ,\ EP& EPAui Wt tce Wt F", F" Force section # (fl) (psf) (sf) (sf) (sf) e c, D, p, (in) (sf) (sf) (sf) (tb) (tb) (tb) (tb) (tb,14 250 6.51 9.890 32.290 24.37 0.388 2.09 0.80 1.00 1.4 28.29 59.09 24.37 3097 2073 327 ls3 SZcr 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: 't3 12 11 10 9I 7 b 5 4 J 2 1 4.96 4.63 4.74 3.75 3.75 3.75 367 400 44? 520 552 s68 578 605 598 574 531 158 369 257 265 265 255 249 241 23',l 217 202 182 158 q) 98 230 6.36 10.786 37.336 25.65 0.368 2.13 0_80 1.00 1.4 31.89 67.93 25.65 3939 2507210 6.21 1?.109 38.914 27.23 0.299 2.30 0.80 1.00 1.4 32.98 75.81 27.23 4458 2614190 6.05 14.446 41.185 26.',16 0.262 2.40 0.80 1.00 1.4 35.78 85.92 26_16 5215 2857170 5.8719.781 46.835 28.26 0.262 2.40 0.80 1.00 1.4 43.37 104.13 28.26 6483 3405150 5.68 22.462 48.937 30.36 0_243 2.46 0.80 1.00 1.4 46.52 114.37 30.36 6827 3606130 5.47 21.025 54.744 25.95 0.224 2.52 0.80 1.00 1.4 48.52 122.22 25.95 7783 3673 624 665 707 775 801 809 809 823 800 757 689 210 467 110 90 70 50 30 't7 7 0.208 0.204 0.1 94 0.1 84 0.175 0.1 45 o.162 2.57 2.58 2.62 2.65 2.68 2.79 2.73 0.80 0.80 0.80 0.80 0.80 0.80 0.80 '1.00 1.00 1.00 1.00 1.00 1.00 1.00 50.61 55.68 57.99 60.1 8 62.09 '17.73 42.42 1 29.99 143.74 '151.77 159.46 166.45 49.46 115.71 3775 4140 4218 4249 41 89 1143 3074 23.048 28.112 31.1 30 33.584 36.068 9.689 28.200 55.853 56.862 57.704 58.257 58.241 17.590 34.909 27.06 28.06 28.91 29.46 29.44 7.99 't5.72 27.06 28.06 28.91 29.46 29.44 7.99 15.72 8034 9869 10120 10326 11083 3064 8276 .3 .3 a .2 .2 .1 .0 1.2D + 1.oDi + 1.owi 210" 51 mph Wind with 1 . 18" Radial lce Elev Qz Ar Section # (ft) (psQ (s0 Gust Response Factor (Gh): Wind lmportance Factor (lw): Totals 98,612 45,526 lce Dead Load Factor: EPA, EPA"i Wt lce Wt(sf) (s0 (lb) 0b) 0.85 1.00 r,. (in) 1.00 9,456 Fa (lb) Force (sf) lce,\ (sf)eCiDrD, A (sf) F^. (lb)0b) 14 13 12 11 10 9 8 7 6 5 4 3 2 1 250 230 210 190 170 150 130 't 10 90 70 50 30 17 7 6.51 6.36 6.21 6.05 5.87 5.68 5.47 5.23 4.96 4.63 4.24 3.75 3.75 3.75 24.37 25.65 27.23 26.1 6 28.26 30.36 25.95 27.06 28.06 28.91 29.46 29.44 7.99 15.72 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 '1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 '1.00 1.00 1.00 1.00 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.3 1.3 1.3 1.2 1.2 '1.1 1.0 24.37 25.65 27.23 26.16 28.26 30.36 25.95 27.06 28.06 28.91 29.46 29.44 7.99 15.72 193 257 265 265 255 249 241 231 217 202 182 158 52 98 9.890 1 0.786 12.109 14.446 19.781 22.462 21.025 23.048 28.712 31.1 30 33.584 36.068 9.689 28.200 32.290 37.336 38.914 41 .1 85 46.835 48.937 u.744 55.853 56.862 57.704 58.257 58.241 1 7.590 34.909 0.388 0.368 0.299 0.262 0.262 0.243 0.224 0.208 0.204 0.1 94 0.184 0.1 75 0.145 0.162 2.09 2.13 2.30 2.40 2.40 2.46 2.52 2.57 2.58 2.62 2.65 2.68 2.79 2.73 28.78 32.43 33.59 36.50 44.36 47.U 49.57 51.76 57.12 59.55 61.86 63.89 18.21 43.83 60.12 69.08 77.20 87.65 1 06.50 117 .13 124.87 1 32.95 147.44 1 55.85 163.91 171.28 50.82 1 19.55 3097 3939 4498 5215 6483 6827 7783 8034 9869 10120 1 0326 1 1083 3064 8276 ?073 2507 26',t4 2857 3405 3606 3673 3779 4140 4218 4249 4189 1143 3074 333 374 408 451 532 565 580 591 621 614 590 547 162 382 526 630 673 / tf, 787 814 822 822 838 816 773 705 214 479 1 .2D + 1.oDi + 1 .0wi 240' 51 mph Wind with 1.'18' Radial lce Elev Qz Ar Section # (ft) (pso (s0 A tceA(s0 (sf) Totals 98,612 45,526 9,615 Gust Response Factor (Gh): 0.85 Wind lmportance Factor (lw): 1.00 lce Dead Load Factor: 1 .00 f a A. EPA" EPA"i Wt lce Wt F"' Fa Force e Cr Dr D, (in) (s0 (sf) (s0 (lb) (lb) (lb) (lb) (lb) 14 13 12 11 '10 I 8 7 6 5 4 3 ? 1 250 230 210 190 170 150 130 1'10 90 70 50 30 17 7 0.388 0.368 0.299 0.262 0.262 0.243 0.224 0.208 0.204 0.1 94 0.1M 0.175 0.145 0.162 2.09 2.13 2.30 2.40 2.40 2.46 2.52 2.57 2.58 2.62 2.65 2.68 2.79 2.73 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.4 1.4 1.4 1.4 1.4 1.4 1.4 '1.3 1.3 1.3 1.2 1.2 1.1 1.0 6.51 6.36 6.21 6.05 5.87 5.68 5.47 5.23 4.96 4.63 4.24 3.75 3.75 3.75 9.890 1 0.786 't2.109 14.M6 19.781 22.462 21.025 23.048 28.712 31.1 30 33.5M 36.068 9.689 28.200 32.290 37.336 38.914 41 .1 85 46.835 48.937 u.744 55.853 56.862 57.704 58.257 58.241 1 7.590 34.909 24.37 25.65 27.23 26.16 28.26 30.36 25.95 27.06 28.06 28.91 29.46 29.44 7.99 15.72 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 30.27 34.0s 35.41 38.67 47.33 51.01 52.72 55.22 61.42 u.22 66.90 69.30 19.66 48.06 63.22 72.53 81.37 92.86 1 13.63 125.41 132.81 141.83 1 58.56 168.07 177.25 1 85.78 54.87 131.09 24.37 25.65 27.23 26.16 28.26 30.36 25.95 27.06 28.06 28.91 29.46 29.44 7.99 15.72 3097 3939 4498 5215 6483 6827 7783 8034 9869 10120 10326 11083 30& 8276 2073 2507 2614 2857 3405 3606 3673 3779 4140 4218 4249 41 89 1 143 3074 3s0 392 430 477 567 605 617 630 668 662 638 593 175 418 '193 257 265 265 255 249 241 231 217 202 182 158 52 98 543 649 695 742 822 854 859 862 88s 864 821 751 227 516 Gust Response Factor (Gh): Wind lmportance Factor (lw): 0.85 1.00 Ti. ,\ EPA6(in) (sO (sf) Totals 98,612 45,526 lce Dead Load Factor: EPA"i Wt lce Wt flb) 10,091 1.2D | 1.oDi + 1.owi 300' 51 mph Wind with 1.'t8' Radial lce Elev Qz(ft) (osfl Af (sf) A, lce 4 fsfl C, D, D. .00'l F"t flb) F" Force flbt flb)Section #(sR {lb) 14 13 12 11 10 9I 7 6 5 4 J 2 1 1.4 1.4 1.4 't.4 1.4 1.4 1.4 250 230 210 190 't70 150 130 110 90 70 50 30 17 7 6.51 6.36 6.21 6.05 5.87 5.68 5.47 5.23 4.96 4.63 4.24 3.75 3.75 3.75 9.890 1 0.786 't2.109 14.446 19.781 22.462 21.025 23.048 28.712 31 .1 30 33.584 36.068 9.689 28.200 32.290 37.336 38.914 41.185 46.835 48.937 *.744 55.853 56.862 57.704 58.257 58.241 1 7.590 34.909 24.37 25.65 27.23 26.1 6 2A.26 30.36 25.95 27.06 28.06 28.91 29.46 29.44 7.99 15.72 0.388 0.368 0.299 0.262 0.262 o.243 0.224 0.208 0.204 0.1 94 0.1 84 0.1 75 0.145 0.1 62 2.09 2.13 2.30 2.40 2.40 2.46 2.s2 2.57 2.58 2.62 2.65 2.68 2.79 2.73 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 28.29 31.89 32.98 35.78 43.37 46.52 48.52 50.61 55.68 57.99 60.18 62.09 17.73 42.42 59.09 67.93 75.81 85.92 104.1 3 114.37 122.22 129.99 143.74 151.77 159.46 166.45 49.46 115.71 24.37 25.65 27.23 26.1 6 28.26 30.36 25.95 27.06 28.06 28.91 29.46 29.44 7.99 15.72 3097 3939 4498 5215 6483 6827 7783 8034 9869 10120 1 0326 11083 3064 8276 2073 2507 2614 2857 3405 3606 3673 3779 4140 4218 4?49 41 89 1143 3074 520 624 665 707 775 801 809 809 823 800 757 689 210 467 ? .3 .3 .2 .'l 193 257 265 265 255 249 241 231 217 202 182 158 52 98 327 367 400 442 520 552 568 578 605 598 574 531 158 3691.0 @2007 - 2022 by ATC lP LLC. All rights reserved.Page 12 of 31 Model lD: 110569 Scenario lD: 3M638 312512025 09.25.42 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: ANSt/TtA-222-l 14930946_C3_01 1.2D + 1.oDi + 1.owi 300' 51 mph Wind with 1.'18" Radial lce Elev Qz Ar Section # (ft) (psf) (s0 SECTION FORCES Gust Response Factor (Gh): 0.85 Wind lmportance Factor (lw): 1.00 T e Cr D1 D, (anj ,\ EP& EPA"i(sf) (sf) (s0 lce Dead Load Factor: Wt lce Wt(rb) (b) 1.00 (tb)(sf) lce A, (sr) F"t (tb) F" (tb) Force 1.2D + 1.oDi + 1.owi 330' 51 mph Wind with 1.18" Radial lce Elev Qz 41 Section # (ft) (psf) (sf) Gust Response Factor (Gh): Wind lmportance Factor (lw): 0.85 1.00 T,. (in ) Totals 98,612 45,526 lce Dead Load Factor: EPAd Wt lce Wt fsfl (lb) (lb) 9,456 F"r 0b)flb)flb) '1 .00 A. (s0 lce A (sf) & EP& (sf)(sf) F. Force eCrDrD, 14 13 12 11 10 9 I 7 6 5 4 3 2 1 6.51 b. Jb 6.21 6.05 5.87 5.68 5.47 5.23 4.96 4.63 4.24 3.75 3.75 3.75 2073 2507 2614 2857 3405 3606 JO/ J 3779 4140 4218 4249 41 89 1 143 3074 333 374 408 451 532 565 580 591 62',l 6'14 590 547 162 382 526 630 673 715 787 814 822 822 838 816 773 705 214 479 250 230 210 190 170 150 130 110 90 70 50 30 17 7 24.37 25.65 27.23 26.'16 28.26 30.36 25.95 27.06 28.06 28.91 29.46 29.44 7.99 15.72 2.O9 2.30 2.40 2.40 2.46 2.52 2.57 2.58 2.62 2.65 2.68 2.79 2.73 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 '1.00 '1.00 1.4 1.4 1.4 1.4 1.4 1.4 't.4 1.3 1.3 't.3 1.2 1.2 1.1 1.0 193 257 265 265 255 249 241 23',| 217 202 182 158 52 98 9.890 1 0.786 12.109 14.446 19.781 22.462 21.025 23.048 28.712 31.1 30 33.584 36.068 9.689 28.200 32.290 37.336 38.9'14 41 .1 85 46.835 48.937 54.744 55.853 56.862 57.7U 58.257 58.241 1 7.590 34.909 0.388 0.368 0.299 0.262 0.262 0.243 0.224 0.208 0.204 0.194 0.'r 84 o.175 0.145 0.1 62 0.85 0.8s 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.8s 0.8s 0.85 0.85 0.85 28.78 32.43 33.59 36.50 44.36 47.U 49.57 51.76 57.12 59.55 61.86 63.89 18.21 43.83 60.12 69.08 77.20 87.65 106.50 117.13 124.87 132.95 147.44 155.85 163.91 171.28 50.82 1 19.55 24.37 25.65 27.23 zo. to 28.26 30.36,( o( 27.06 28.06 28.9',1 29.46 29.44 7.99 15.72 3097 3939 M98 5215 6483 6827 7783 8034 9869 10120 10326 11083 3064 8276 1 .0D + '1.0W Service Normal 60 mph Wind with No lce Elev Qz Section # (ft) (psf) Gust Response Factor (Gh): Wind lmportance Factor (lw): Totals 98,612 45,526 Wt (b) lce Wt flb) tr (rb) 0.85 1.00 1,, (in ) 4,. EPA, EPA,i 9,615 Force 0b) F", flb) Af (sf) & (s0 lce & (sn eCrDrD,(sfl (sf) (sf) 14 13 12 11 10 9 8 7 6 5 4 J 2 I 250 230 210 190 170 150 130 110 90 70 50 30 aa 7 9.0'l 8.81 8.60 8.37 8.13 7.86 7.57 7.24 6.86 6.41 5.86 5.20 5.20 5.20 9.890 1 0.786 1 2.1 09 14.446 19.781 22.462 21.025 23.048 28.7'12 31.1 30 33.584 36.068 9.689 28.200 7.917 1'1.686 11.686 1 5.025 18.574 18.574 28.798 28.798 28.798 28.798 28.798 28.798 9.604 19.194 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 0.171 0.'179 0.144 0.142 0.1 54 o.142 0.149 0.1 38 0.1 39 0.'132 0.126 0.121 0.1 03 0.122 2.69 2.67 2.80 2.80 2.76 2.80 2.78 2.81 2.81 2.U 2.86 2-88 2.95 2.88 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 14.40 17.46 18.73 22.96 30.33 32.99 35.95 38.06 43.91 46.54 49.?9 51.76 14.90 37.58 38.81 46.60 52.37 u.32 83.63 92.42 99.76 1 07.1 0 123.53 132.14 141.02 149.04 43.99 108.06 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 8il 1 193 1 570 't964 2565 268/. 3425 3545 4775 491 8 50il 5745 1 601 4335 297 349 383 458 578 617 641 659 720 720 703 658 194 477 103 130 127 124 120 116 1't2 107 101 95 87 77 26 51 1.00 1.00 1.00 1.00 1.00 1.00 '1.00 1.00 1.00 1.00 1.00 1.00 '1.00 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 0 0 0 0 0 0 400 479 510 581 698 734 753 766 821 8'15 789 735 220 529 Totals 4,239 0 8,829 Force 1.0D + 1.0W Service 60" 60 mph Wind with No lce Elev Oz Section # (ft) (ps0 Gust Response Factor (Gh): Wind lmportance Factor (lw): 0.85 1.00 Tr. (in) EPAA (sf) Af (s0 A.lce A, (sfl eC'DrD,(sf) EPAUi (sr)(tb) lce Wt (rb)(tb) Fa (tb)(tb) 0 0 0 0 0 0 0 0 0 0 0 0 0 U 14 13 12 11 10 9 8 7 6 5 4 3 2 1 250 230 210 190 170 150 130 110 90 70 50 30 17 7 9.01 8.81 8.60 8.37 8.13 7.86 7.57 7.24 6.86 6.41 5.86 5.20 5.20 5.20 9.890 1 0.786 12.109 14.446 19.781 22.462 21.025 23.048 28.712 31.1 30 33.584 36.068 9.689 28.200 7.917 'I '1.686 '1 1.686 15.025 18.574 18.574 28.798 28.798 28.798 28.798 28.798 28.798 9.604 1 9.1 94 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 0.171 0.1 79 0.144 0.142 0.1 54 0.142 0.149 0.1 38 0.1 39 0.132 o.126 0.121 0.1 03 0.122 2.69 2.67 2.80 2.80 2.76 2.80 2.78 2.81 2.81 2.U 2.86 2.88 2.95 2.88 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 1.00 1.00 1.00 't.00 1.00 1.00 1.00 1.00 1.00 1.00 '1.00 1.00 1.00 1.00 12.42 15.30 16.31 20.07 26.37 28.50 31.74 33.45 38.17 40.31 42.57 44.54 12.97 31.94 33.48 40.84 45.60 56.22 72.72 79.84 88.09 94.13 107.37 114.46 121.80 128.27 38.27 91.84 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 0.00 854 1 193 1570 1964 2565 2684 3425 3545 4775 49'18 5064 5745 1 601 4335 103 130 127 124 120 116 112 107 101 95 87 77 26 51 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 0.0 359 436 460 524 622 649 678 686 727 719 694 643 195 457 256 306 333 400 502 533 566 579 626 624 607 567 169 406 Totals 44,239 0 7,849 1 .0D + 1.0W Service 90' 60 mph Wind with No lce Elev Qz Ar A lceA /sfl lsfl {sfl C. D, D. 0.85 1.00 T,. & fin\ lsf\ EP& EPAAi Wt {lb)fsf)asf) Gust Response Factor (Gh): Wind lmportance Factor (lw): lce Wt flb) Force flbt F, flb) F"r i lh\Se.lion #fft) (osf) 14 13 12 11 10 I 8 2s0 230 210 190 170 '150 130 9.01 8.81 8.60 8.37 8.13 7.86 7.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.171 0.1 79 0.144 o.142 0.154 0.142 0,149 2.69 2.67 2.80 2.80 2.76 2.80 2.78 0.8s 0.8s 0.85 0.85 0.85 0.85 0.85 '1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12.92 15.84 16.92 20.79 27.36 29.62 32.79 34.81 42.28 47.30 58.25 75.45 82.98 91.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 854 'l 193 1 570 1 964 2565 ?684 3425 zbt 317 346 414 521 554 585 103 130 127 124 120 116 112 9.890 1 0.786 '12. t 09 14.446 19.781 22.462 21.025 7.917 1 1.686 11.686 15.O25 18.574 18.574 28.798 0 0 0 0 0 n 0 3bv 447 473 538 641 670 697 @2007 - 2022 by ATC lP LLC. All rights reserved.Page 1 3 of 31 Model lD: 1 1 0569 Scenario lD: 364638 3t2s12025 09 ?5:42 ASSET: CUSTOMER: ASSET: CUSTOMER: 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: ANSt/TtA-222-l 14930946_C3_01 1.0D + 1.0W Service 90' 60 mph Wind with No lce Elev Qz Section # (ft) (ps0 (sf) Af Gl GD lce A, (sf) EPA" (sr) EPAAi (tb) Force (rb) SECTION FORCES Gusl Response Factor (Gh): 0.85 Wind lmportance Factor (lw): 1.00.|-i. &(in) (sf)eCiDrD, Wt lce Wt(rb) (b) Fa (tb) 7 6 5 4 3 2 1 1'10 90 70 50 30 17 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.1 38 0.1 39 0.132 0.126 0.121 0.1 03 0.122 0.85 0.85 0.85 0.85 0.85 0.85 0.85 'L00 1.00 1.00 1.00 '1.00 1.00 1.00 97.37 111 .41 I 18.88 126.60 133.46 39.70 95.90 7.24 6.86 6.4'l 5.86 5.20 5.20 5.20 23.O48 28.712 31.'130 33.584 36.068 9.689 28.200 28.798 28.798 28.798 28.798 ?8.798 9.604 19.'194 2.81 2.81 2.U 2.86 2.88 ,OE 2.88 0.0 0.0 0.0 0.0 0.0 0.0 0.0 34.60 39.60 4',t.87 44.25 46.35 13.45 33.35 0.00 3il5 0 599 107 7060.00 4775 0 650 101 7510.00 4918 0 648 95 7430.00 5064 0 631 87 7180.00 5745 0 590 77 6660.00 1601 0 175 26 2010.00 4335 0 424 sl 475 Totals M,239 0 8,094 1.0D + 1.0W Service 120' 60 mph Wind with No lce Gust Response Factor (Gh): Wind lmportance Factor (lw): 0.85 1.00 T', A"(in) (s0 EPA" EPAUi Wt lce Wt(rb) (rb) Fur (rb) F" (tb) Elev Section # (ft) Qz & 4 lceA (osf)(sf)(sfl (sfl e C. D, D.(sf)(sf) Force 0b) 14 13 't2 11 10 o I 7 6 5 4 3 2 ,| 250 230 210 '190 170 150 130 110 90 70 50 30 17 7 9.890 1 0.786 1 2.1 09 14.446 19.781 22.462 21.025 23.04A 28.712 31 .1 30 33.s84 36.068 9.689 28.200 7.917 1 1.686 11.686 15.025 18.574 18.574 28.798 28.798 28.798 28.798 28.798 28.798 9.604 1 9.1 94 0.171 0.1 79 o.144 0.14? 0.1 54 0.142 0.1 49 0.1 38 0.1 39 0.132 0.'t26 0.121 0.'t 03 0.122 2.69 2.67 2.80 2.80 2.76 2.80 2.78 2.81 2.81 2.U 2.86 2.88 2.95 2.88 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 14.40 17.46 '18.73 22.96 30.33 32.99 35.95 38.06 43.91 46.54 49.29 51.76 14.90 37.58 38.81 46.60 52.37 u.32 83.63 92.42 99.76 1 07.1 0 123.53 132.14 141.O2 149.U 43.99 108.06 854 1 193 1570 1 964 2565 2684 3r'25 3545 4775 491 8 5064 5745 1601 4335 103 130 127 124 120 116 112 107 101 95 87 77 26 51 9.01 8.81 8.60 8.37 8.13 7.86 7.57 7.24 6.86 6.41 5.86 s.20 5.20 5.20 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 '1.00 1.00 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 0.00 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 0 0 0 0 0 0 0 0 0 0 0 0 0 400 479 510 581 698 7U 753 766 821 815 789 735 220 529 297 349 383 458 578 617 641 659 720 720 703 658 194 477 Elev Section # (ft) Qz Af (s0 A. (s0 Ti. A. iin) (sf)(sf) EPA, EPA"i Wt lce Wt flb) flb) 8,829 F, (rb) Force Totals 44,239 0 1.0D + 1 .0W Service 180' 60 mph Wind with No lce Gust Response Factor (Gh): Wind lmportance Factor (lw): 0.8s .00 (ps0 lce & (sf)eCrDrD,(rb) F", 0b)(sfl 359 436 460 524 622 649 678 686 727 719 694 643 195 457 250 230 210 190 170 150 130 '110 90 70 50 30 17 7 14 '13 12 11 10 9 o 7 6 5 4 J 2 1 9.01 8.81 8.60 8.37 8.13 7.86 7.57 7.24 6.86 6.41 5.86 5.20 5.20 5.20 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 0.00 0.00 0.00 0.00 0.00 0.00 9.890 1 0.786 1 2.1 09 14.446 19.781 22.462 21.025 23.048 28.712 31.1 30 33.584 36.068 9.689 28.200 7.917 11.686 'I 1.686 15.025 '18.574 18.574 28.798 28.798 28.798 28.798 28.798 28.798 9.604 19.'194 0.171 0.1 z9 0.144 0.142 0.1 54 0.142 0.149 0.1 38 0.'r 39 0.132 0.1 26 o.121 0.1 03 0.122 2.69 2.67 2.80 2.80 2.76 2.80 2.78 2.81 2.8',1 2.U 2.86 2.88 2.95 2.88 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 1.00 1.00 1.00 1.00 1.00 1.00 'l.00 1.00 '1.00 1.00 1.00 1.00 1.00 1.00 12.42 15.30 16.31 20.07 26.37 28.50 31.74 33.45 38.17 40.31 42.57 44.U 12.97 31.94 33.48 40.84 45.60 56.22 72.72 79.U 88.09 94.1 3 107.37 114.46 121.80 1?8.27 38.27 91.84 8il 1 193 1570 't 964 2565 268/. 3425 3545 4775 491 8 5064 5745 1 601 4335 103 130 127 124 120 1't6 112 107 101 95 87 77 26 51 256 306 333 400 502 533 566 579 626 624 607 567 169 406 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 Totals M,239 0 7,849 Force 1.0D + 1.0W Service 210" 60 mph Wind with No lce Elev Qz Section # (ft) (osfl Gust Response Factor (Gh): Wind lmportance Factor (lw): 0.8s 1.00 Te (i n)(tb) Fa (tb) F"r (tb) A (s0 4 (s0 lce A, (s0 eCrDrD, EPA" EPA,i(sf) (sf)(sf) Wt (rb) lce Wt (rb) 14 13 12 11 10 o 8 7 b R 4 3 2 1 250 230 210 190 170 150 '130 110 90 70 50 30 17 7 9.01 8.81 8.60 8.37 8.13 7.86 7.57 7.24 b-6b 6.41 5.86 5.20 s.20 5.20 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 0.171 0.1 79 0.'t44 0.142 0.1 54 0.142 0.1 49 0.1 38 0.'139 0.1 32 0.126 o.121 0.1 03 0.122 2.69 2.67 2.80 2.80 2.76 2.80 2.78 2.81 2.81 2.U 2.86 2.88 2.95 2.88 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.8s 0.85 '1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 12.92 15.84 16.92 20.79 27.36 29.62 32.79 34.60 39.60 41.87 44.25 46.3s 13.45 33.35 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 0.00 854 1 193 1 570 1964 2565 268/. 342s 3545 4775 491 8 5064 5745 1 601 4335 267 317 346 414 554 585 599 650 648 63'1 590 175 424 103 130 127 124 120 116 112 107 101 95 87 77 26 51 9.890 't 0.786 1 2.1 09 14.446 19.781 22.462 21.025 23.048 28.712 31.1 30 33.584 36.068 9.689 28.200 7.917 I 1.686 1 1.686 1 5.025 18.574 18.574 28.798 28.798 28.798 28.798 28.798 28.798 9.604 1 9.1 94 34.8'l 42.28 47.30 58.25 75.45 82.98 91.00 97.37 111.41 1 't 8.88 126.60 133.46 39.70 95.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 369 447 473 538 641 670 697 706 751 743 718 666 201 475 Totals 44,239 0 8,094 1.0D + 1.0W Service 240" 60 mph Wind with No lce Elev Gust Response Factor (Gh): Wind lmportance Factor (lw): 0.85 1.00 T,. ,\(in) (s0 EPAA EPA"i Wt lce Wt(rb) (b)Section #(ft) Qz (psfl ForceF, (tb)(tb) F"t (rb)(s0(sf)(sfl A, lce Ar (s0 (sf)eCrDrD, A2007 - 2022 by ATC lP LLC. Ail rights reserved.Page 14 of 31 Model lD: 1 10569 Scenario lD: 364638 3t2512025 09 25 42 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: ANSt/TtA-222-l 14930946_C3_0't SECTION FORCES 1.0D + 1.0W Service 240" Gust Response Factor (Gh): 0.85 60 mph Wind with No lce Wind lmportance Factor (lw): 1.00 Elev Qz & ,\ lce A, Ta & EPA" EPAai Wt lce Wt F", F, Force Section # (ft) (psO (sf) (s0 (s0 e Cr Dr D, (in) (sf) (sf) (sf) (lb) (lb) (lb) (lb) (lb)14 250 9.01 9.890 7.917 0.00 0.171 2.69 1.00 1.00 0.0 14.40 38.81 0.00 854 0 297 103 40013 230 8.81 10.786 11.686 0.00 0.179 2.67 1.00 1.00 0.0 17.46 46.60 0.00 1 193 0 349 130 47912 210 8.60 12.109 11.686 0.00 0.144 2.80 1.00 1.00 0.0 18.73 52.37 0.00 1570 0 383 127 51011 190 8.37 14.446 15.025 0.00 0.'142 2.80 t.00 1.00 0.0 22.96 U32 0.00 1964 0 458 124 58110 170 8.13 't9.781 18.574 0.00 0.154 2.76 1.00 1.00 0.0 30.33 83.63 0.00 2565 0 578 120 6989 150 7.86 22.462 18.574 0.00 0.142 2.80 1.00 '1.00 0.0 32.99 92.42 0.00 2684 0 617 116 7348 130 7.57 21.025 28.798 0.00 0.149 2.78 1.00 1.00 0.0 35.95 99.76 0.00 3425 0 641 112 7537 110 7.24 23.048 28.798 0.00 0.138 2.81 1.00 1.00 0.0 38.06 107.10 0.00 3545 0 659 107 7666 90 6.86 28.712 28.798 0.00 0.139 2.81 1.00 r.00 0.0 43.91 123.53 0.00 4775 0 720 101 8215 70 6.41 31.130 28.798 0.00 0.132 2.U 1.00 1.00 0.0 46.54 132.14 0.00 4918 0 720 95 8154 50 5.86 33.584 28.798 0.00 0.126 2.86 1.00 1.00 0.0 49.29 141.02 0.00 50M 0 703 87 7893 30 5.20 36.068 28.798 0.00 0.'121 2.88 1.00 1.00 0.0 51.76 149.04 0.00 5745 0 658 77 7352 17 5.20 9.689 9.604 0.00 0.103 2.95 1.00 1.00 0.0 14.90 43.99 0.00 1601 0 194 26 2201 7 5.20 28.200 19.194 0.00 0.122 2.88 1.00 1.00 0.0 37.58 108.06 0.00 4335 0 477 51 529 1.0D r 1.0W Service 300' 60 mph Wind with No lce Totals 44,239 0 8,829 Gust Response Factor (Gh): 0.85 Wind lmportance Factor (lw): 1.00 f ,, A, EPA EPA"i Wt lce Wt F* Fa Force e Cr Dr D, (in) (sf) (sf) (s0 (lb) (lb) (lb) (lb) (lb)Section #{[) Elev Qz & Gq GII(psf) lce A. (sf) 14 13 12 11 10 o 8 7 6 4 3 2 1 250 230 2',t0 190 170 150 130 110 90 70 50 30 17 7 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 0.171 0.1 79 0.144 0.142 0.1u 0.142 0.149 0.1 38 0.1 39 0.132 0.1 26 0.121 0.1 03 0.122 1.00 1.00 1.00 't.00 1.00 1.00 1.00 1.00 1.00 1.00 '1.00 1.00 1.00 1.00 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 9.01 8.81 8.60 8.37 8.13 7.86 7.57 7.24 6.86 6.41 5.86 5.20 5.20 5.20 9.890 1 0.786 12.',109 14.446 19.781 22.462 21.025 23.048 28.712 31.1 30 33.584 36.068 9.689 28.200 7.917 1 1.686 1 1.686 15.025 18.574 18.574 28.798 28.798 28.798 28.798 28.798 28.798 9.604 1 9.1 94 2.69 2.67 2.80 2.80 2.76 2.80 2.78 2.81 2.81 2.U 2.86 2.88 2.95 2.88 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 12.42 15.30 '16.31 20.07 26.37 28.50 31.74 33.45 38.17 40.31 42.57 44.54 12.97 31.94 33.48 40.84 45.60 56.22 72.72 79.U 88.09 94.13 107.37 114.46 121.80 128.27 38.27 91.84 854 1 193 1570 1gil 256s 268r'. 3425 3545 4775 491 I 5064 5745 1601 4335 103 130 127 124 120 1'16 112 107 101 95 87 77 26 51 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 0 359 436 460 524 622 649 678 686 727 719 694 643 195 457 256 306 333 400 502 s33 566 579 626 624 607 567 169 406 Totals 44,239 0 7,849 Force 0b) 1 .0D + 1.0W Service 330' 60 mph Wind with No lce Gust Response Factor (Gh): Wind lmportance Factor (lw): 0.8s 1.00 Tt (in) Elev Section # (ft) A, (sfl eCrDrD, A" EPA" EPA"| (sf)(sf)(sf) Wt lce Wtflb) (b) F" flb) Qz (os0 4 (sf) lce A (s0 F", 0b) n 0 0 0 0 0 0 0 0 0 0 0 0 0 14 13 12 11 '10 I 8 7 6 5 4 3 2 I 250 230 210 '190 170 150 130 1'10 90 70 50 30 17 7 9.01 8.81 8.60 8.37 8.13 7.86 7.57 7.24 6.86 6.41 5.86 5.20 5.20 5.20 9.890 10.786 12.109 14.446 19.781 22.462 21.025 23.048 28.712 31.1 30 33.584 36.068 9.689 28.200 7.917 11.686 11.686 1 5.025 18.574 18.574 28.798 28.798 28.798 28.798 28.798 28.798 9.604 1 9.1 94 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 2.69 2.67 2.80 2.80 2.76 2.80 2.78 2.81 2.81 2.U 2.86 2.88 2.95 2.88 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 1.00 1.00 1.00 '1.00 1.00 1.00 1.00 '1.00 1.00 1.00 1.00 1.00 1.00 1.00 12.92 15.84 16.92 20.79 27.36 29.62 32.79 34.60 39.60 41.87 44.2s 46.35 13.45 33.35 34.81 42.28 47.30 58.25 75.45 82.98 91.00 97.37 111.4',1 1 18.88 126.60 133.46 39.70 95.90 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 0.00 854 1 193 1570 1 964 2565 2684 3425 3545 4775 49'18 5064 5745 1 601 4335 103 130 127 124 120 '116 112 107 101 95 87 77 26 51 369 447 473 538 641 670 697 706 751 743 718 666 201 475 0.171 0.'t 79 0.144 0.142 0.1 54 0.14? 0.1 49 0.1 38 0.139 0.1 32 0.1 26 0.121 0.1 03 0.122 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 0.0 267 317 346 414 521 554 585 599 650 648 631 590 175 424 Totals 44,239 0 8,094 @2007 - 2022 by ATC lP LLC. All rights reserved Page 'l 5 of 31 Model lDr 1 10569 Scenario lD: 364638 312512025 09:25.42 ASSET: CUSTOMER: ASSET: CUSTOMER: 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: ANSt/TlA-222-l '14930946_C3_01 Long-Period Transition Period (TL - Seconds): lmportance Factor (1"): Response Modification Coefiicient (R): Design Spectral Response Acceleration at Shod Period (56"): Design Spectral Response Acceleration at 1.0 Second Period (56,): Seismic Response Coefficient (C"): 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): EOUIVALENT LATERAL FORCE METHOD SEISMIC FORCES Height Above Weight :. flb-ft) 12 1.00 3.00 0.04 o.04 0.03 0.03 0.03 1.22 1.30 1.36 52.43k 2.Mk Cvx Horizontal Force (lb) Vertical Force (lb) 0.9D - 1.oEv r 1.oEh wz Base flb)Section/AoDurtenance 14 13 12 11 10I 8 7 6 5 4 3 2 1 Ericsson 8843 Rev 2 Ericsson Radio 21449 - 813&B5 Ericsson 8843 Rev 2 Raycap RVZDC-331 5-PF48 Ericsson AIR 6419 B77D Commscope NHH-65C-R2B Unused Reserve (18952.32 sqin) Generic Round Sector Frame Commscope HELIAX FiberFeed 1 2 RRU Pendant Connect Nokia Airscale Dual RRH 4f4R812171240W AHLOA Nokia AHFII Airscale RRH 4T4R 825/66 480W Nokia AEHC Generic Flat Light Sector Frame 250.00 230.00 210_00 190.00 1 70.00 1 50.00 '130.00 1 10.00 90.00 70.00 50.00 30.00 16.66 b.bb 2s8.00 256.50 256.00 256.00 256.00 255.00 255.00 253.00 244.00 244.00 244.00 2M.O0 2M.00 244.00 854 1,193 1,570 1,964 2,565 2,6U 3,425 3,545 4,775 4,918 s,064 5,745 1,601 4,335 225 210 225 64 189 310 1,277 2,100 40 251 212 31'1 2,400 374 1,U|,523 1,924,787 2,237,O81 2,443,830 2,743,922 2,422,682 2,544,908 2,099,793 2,153,241 1,576,628 1.027,906 582,673 73,074 56,992 424,138 392,740 419,679 119,748 3s3,090 574,417 2,369,098 3,854,793 69,900 439,322 370,121 543.123 4,1 94,001 653,216 0.040 0.0s0 0.059 0.064 0.072 0.063 0.067 0.055 0.056 0.041 0.027 0.015 0.002 0.002 0.011 0.0'10 0.011 0.003 0.009 0.015 0.062 0.101 0.002 0.012 0.010 0.014 0.110 0.017 761 1,064 1,400 1,752 2,248 2,394 3,054 3,162 4,258 4,386 4,516 5,123 1,428 3,866 201 18t 201 169 276 1 ,'t39 1,873 36 224 189 277 2,140 333 82 103 120 13'l 147 130 136 112 115 84 55 31 4 3 21 22 6 lo 5t 127 206 4 24 20 29 224 35FFW.65C-R3-V1 Totals Height Above Weight 38,206,426 1.000 46,7il 0.9D - 1.oEv + 1.5Eh Horizontal flb) Vertical Force (lb)ilb)Section/Appurtenance Base flb-ft)Cvx 14 13 12 11 10 9 o 7 6 5 4 2 1 Ericsson 8843 Rev 2 250.00 230.00 210.00 190.00 1 70.00 1 50.00 1 30.00 '110.00 90.00 70.00 50.00 30.00 16.66 b.bo 258.00 854 1,193 1,570 1,9M 2,56s 2,6U 3,425 3,ils 4,775 4,918 5,0& 5,745 1,601 4,33s 225 0.040 0.050 0.059 0.064 0.072 0.063 0.067 0.055 0.056 0.041 0.027 0.015 0.002 0.002 0.011 124 155 180 196 220 194 204 '169 173 127 83 47 6 5 34 761 1,054 1,400 1,752 2,288 2,394 3,054 3,162 4,258 4,386 4,516 5,123 1,428 3,866 201 1,541 ,523 1,924,787 2,237,O81 2,443,830 2,743,922 2,422,682 2.544,909 2,099,793 2,153,241 1,576,628 1.027,906 582,673 73,074 56,992 424,138 O2007 - 2022 by ATC lP LLC. All rights reseNed.Page 16 of 31 Model lD: 1 10569 Scenario lD: 364638 09.?5 42 ASSET: CUSTOMER: 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS ANSt/TtA-222-l 14930946_C3_01 Ericsson Radio 4449 - Bl 3&B5 Ericsson 8843 Rev 2 Raycap RVZDC-331 5-PF-48 Ericsson AIR 6419 B77D Commscope NHH-65C-R2B Unused Reserue (18952.32 sqin) Generic Round Sector Frame Commscope HELIAX FiberFeed 1 2 RRU Pendant Connect Nokia Airscale Dual RRH 4f 4R 812171 240W AHLOA Nokia AHFII Airscale RRH 4T4R 825/66 480W Nokia AEHC Generic Flat Light Sector Frame Commscope FFW-65C-R3-V1 256.50 256.00 256.00 256.00 255.00 255.00 253.00 244.00 244.00 244.00 244.00 244.00 244.00 210 225 64 189 310 1,277 2,100 40 251 212 311 2,400 374 392,740 419,679 119,748 353,090 574,417 2,369,098 3,854,793 69,900 439,322 370,121 543,123 4,194,001 6s3,216 0.010 0.01'l 0.003 0.009 0.015 0.062 0.'101 0.002 0.012 0.010 0.014 0.110 0.017 187 201 57 169 276 1,139 1.873 36 224 189 277 2,140 333 34 10 46 190 309 6 35 30 44 33tq, Totals 52,426 38,206,426 Height Above Weight wz 1.000 3,067 46,7y 1.2D + 1.oEv + 1.oEh Section/Aoourtenance Cvx(tb)(rb-ft) Honzontal Force (lb) Vertical Force (lb)Base 14 13 12 11 't0 I 8 7 o 5 4 3 2 I Ericsson 8843 Rev 2 Ericsson Radio 4449 - 81 3&85 Ericsson 8843 Rev 2 Raycap RVZDC-33 1 5-PF48 Ericsson AIR 6419 B77D Commscope NHH-65C-R2B Unused Reserve ( 1 8952.32 sqin) Generic Round Sector Frame Commscope HELIAX FiberFeed 12 RRU Pendant Connect Nokia Airscale Dual RRH 4T4R812171240W AHLOA Nokia AHFII Akscale RRH 4T4R 825/66 480W Nokia AEHC Generic Flat Light Sector Frame Commscope FFW-65C-R3-V1 250.00 230.00 210.00 190.00 170.00 150.00 130.00 1 10.00 90.00 70.00 50.00 30.00 16.66 6.66 258.00 256.50 256.00 256.00 256.00 255.00 255.00 253.00 244.O0 244.O0 244.00 244.O0 244.O0 244.00 854 1,193 1,570 1,964 2,565 2,684 3,425 3,545 4,775 4,9'18 s,064 5,745 1,60'l 4,335 225 210 225 64 189 310 1,277 2,100 40 251 212 311 2,400 374 1,U|,523 '1,924,787 2,237,081 2,443,830 2,743,922 2,422,682 2,544,908 2,099,793 2,153,241 1,576,628 1,027,906 582,673 73,074 56,992 424,138 392,740 41 9,679 119,748 353,090 574,417 2,369,098 3,854,793 69,900 439,322 370,121 543,123 4,194,001 653,216 0.040 0.050 0.0s9 0.064 0.o72 0.063 0.067 0.055 0.056 0.04'l 0.027 0.015 0.002 0.002 0.011 0.010 0.011 0.003 0.009 0.015 0.062 0.101 0.002 0.012 0.010 0.014 0.110 0.017 82 103 120 '131 147 130 '136 112 115 84 55 31 4 23 21 22 6 19 31 127 ?06 4 24 20 29 224 35 1,03'l 1,442 1,896 2,373 3,099 3,243 4,'138 4,284 5,769 5,942 6,119 6,941 1,934 5,237 272 254 272 78 229 374 1,543 2,537 48 304 2s6 376 2,900 452 Totals Height Above Weight Base (ft) (b) 52,426 38,205,426 1.000 Cvx Horizontal Force (lb) Vertical Force (lb) 2,045 63,342 '1.2D+1.0Ev+1.5Eh Section/Appurtenance wz 1lb:!) 14 13 12 11 10 9 8 7 b 5 4 3 2 1 Ericsson 8843 Rev 2 Ericsson Radio 21449 - 813&85 Ericsson 8843 Rev 2 Raycap RVZDC-331 5-PF-48 Ericsson AIR 6419 B77D Commscope NHH-65C-R2B Unused Reserve (18952.32 sqin) Generic Round Sector Frame Commscope HELIAX FiberFeed 12 RRU Pendant Connect Nokia Airscale Dual RRH 4T4R812171240W AHLOA Nokia AHFII Airscale RRH 4T4R 825/66 480W Nokia AEHC Generic Flat Light Sector Frame Commscope FFW-65C-R3-V1 250.00 230.00 210.00 190.00 170.00 1 50.00 1 30.00 110.00 90.00 70.00 50.00 30.00 16.66 6.66 258.00 256.50 256.00 256.00 256.00 255.00 255.00 253.00 244.00 244.O0 244.00 244.00 244.00 244.00 854 1,'193 1,570 1,964 2,565 2,6U 3,425 3,545 4,775 4,918 5,064 5,745 1,601 4,335 225 210 225 64 189 310 1,277 2,100 40 251 212 311 2,400 374 1,541 ,523 1,924,787 2,237,041 2,443,830 2,743,922 2,422,682 2,544,908 2,099,793 2,153,241 1,576,628 1,027,906 582.673 73,074 56,992 424,138 392,740 41 9,679 119,748 353,090 574,417 2,369,098 3,854,793 69,900 439,322 370,121 543.123 4,194,001 653,21 6 0.040 0.050 0.059 0.064 0.072 0.063 0.067 0.055 0.056 0.041 0.027 0.015 0.002 0.002 0.011 0.0'10 0.011 0.003 0.009 0.015 0.062 0.'101 0.002 0.012 0.010 0.014 0.110 0.017 1,031 1,442 1,896 2,373 3,099 3,243 4,1 38 4,2U 5,769 5,942 6,1 '19 6,941 1,934 5,237 254 272 78 229 374 1,543 2,537 48 304 256 376 2,900 452 124 155 180 196 220 194 204 '169 173 127 83 47 6 5 34 32 34 10 28 46 190 309 b 35 30 44 337 52 Totals 52,426 38,206,426 1.000 3,067 63,342 @2007 - 2022 by ATC lP LLC. All rights reserved.Page17of31 Model lD: 110569 Scenario lD: 3M638 3t2512025 09.25.42 CODE: PROJECT: ASSET: CUSTOMER: 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: ANSt/TtA-222-l 14930946_C3_01 FORCE/STRESS SUMMARY Section 1 - 0.0' to 13.33' PU Shear oR." Bear OR" # # Use Member Comoression /kio)Load Case Len tft\ Bracing %XYZKUR F'y (ksi) o" P. (kip) (kip) (kiD) Bolt Hole % Controls L PX - 8" DIA PIPE H SAE - 4X4X0.3125 D SAU - 3.5X5X0.25 -1 98.64 -0.46 -7.82 1.2D + 1.0W N 0.9D + 1.0W 90' 1,2D + 1.0W 120' Load Case 0.00 39.76 39.76 0.00 52.20 41.76 36 MemberX 3 MemberZ 31 MemberZ 13.352 1 3.834 19.7 Fy Ge!) O"Pn 50 50 50 27.82 50.00 544.32 .100 100 100 212.s5 36.00 15.20 50 100 50 153.s'1 23.83 2s.01 Shear oR"" (kip) Bear Blk Shear oR" Q,Pn #(kip) (kip) Bolt 002121 Member Tension Pu (kip) # Hole(klp) F, (ksi) UseYo Controls L PX. 8' DIA PIPE H SAE.4X4XO.3125 D SAU - 3.5X5X0.25 151.32 0.55 6.26 50.0 36.0 36.0 33.43 26.74 Member Blk Shear Blk Shear 0.9D + 1.0W 180' 1 .2D + 1.0W 60" 0.9D + 1.0W 330" 65 58 58 576.00 70.02 60.s8 0.00 39.76 39.76 0.00 48.39 38.72 0 1 1 0 2 26 2 ZJ Pu Max Splice Forces (kip) Load Case UseQR, (kip) Num Bolts Bolt Tvpe Bot Tenslon Bot Compression 159.73 209.78 0.9D r 1.0W 180" 1 .2D r 1.0W N 790.45 885.31 7 30 1.5" F1554-105 1.5'F1554-105 b 6 Section 2 -'13.3'to 20.00' Member Compression Use## Bolt oR"Pu(kip) Load Case Len (ft) Bracing o/o XYZKL|R F'y (ksi) Q" P" (kip) Shear oR", (kip) Bear (kip)Hole Controls L PX - 8'DIA PIPE D SAE - 4X4X0.25 Member Tension 198.09 -6.49 1.2D + 1.0W N '1.2D + 1.0W 120" 6.681 1 5.059 Pu (kip) 100 100 100 27.84 50.00 100 100 100 227.31 35.71 0.00 39.76 0.00 41.76 544.27 10.75 Bear oR" (kip) 00 21 36 60 Member X Member Z Load Case FY (ksi) F, (ksi) O"Pn (kip) Shear AR,, (kip) Blk Shear Q,Pn #(kip) Bolt # Use Hole % Controls L PX - 8" DIA PIPE D SAE - 4X4X0.25 Max Splice Forces 151.78 5.22 50.0 36.0 576.00 56.67 0.00 39.76 26.74 0.9D + 1.0W 180' 0.9D + 1.0W 300' Load Case 65 58 0.00 38.72 0 2 Member Blk Shear 0 1 26 20 PU (kip) QRN, (kip) Use Num Bolts Bolt Type Section 3 - 20.0' to 40.00' oRnPu(kip) Load Case Len Bracing %F'Y (ksi) o" P" (kio) Shear @R," (kip) Bear # Bolt # Use Member Compression (ft) x Yz KUR (kio)Hole Yo Controls L PX - 8'DIA PIPE D SAE - 4X4X0.3125 -191 .23 -5.26 1.2D + 1.0W N 1.2D + 1.0W N 100 100 100 40.69 50.00 50 50 50 209.84 36.00 9.766 27.314 510.32 15.60 Bear OR, (kiD) 0.00 27.61 Blk Shear o,Pn (kio) 0.00 0037 2134 Member X Member Z43.50 Pu Fy Fu O"Pn Shear oRn, (kio) # Bolt # Use Hole % ControlsMember Tension (kip) Load Case (ksi)(ksi) (kio) L PX - 8' DIA PIPE D SAE - 4X4X0.3125 149.45 5.24 0.9D + 1.0W 180' 1.2D + 1.0W 120" 65 s76.00 58 71.29 Use Num 0.00 27.61 0.00 40.24 Member Bolt Shear 50.0 36.0 0 1 0 2 26 1931.1 'l Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type BotTension 148.35 0.9D+1.0W180' 523.32 28 6 1.25'A325 Section 4 - 40.0' to 60.00' QR.Pu Member Compression Shear Bear Pu (kiD) Len (ft) Bracing %F', (ksi)XYZKUR o" P, (kio) oR.oR""##Use Load Case (kio) (kip)Hole Controls L PX.8" DIA PIPE D SAE - 4X4X0.25 1.2D + '1.0W N 0.9D + 1.0W 330" - 1 75.50 {.56 9.766 100 100 100 40.6e s0.00 26.359 50 50 50 ',198.e3 3s.7',1 0.00 27.61 0.00 34.80 00 21 Member X Member Z Shear oR", (kip) 51 0.32 14.03 Bear oR" (kip) Blk Shear @,Pn u 33 Use %o # Member Tension Pu (kiol Load Case Fy (ksi) o"Pn (kip) F, (ksi) # Bolt Hole Contols A2007 - 2022 by ATC lP LLC. All rights reserved Page 18 of 31 fi4odei lD: 1 1 0.00 27.61 Scenario lD: 364638 312512025 09 ?5 42 L PX - 8" DIA PIPE D SAE.4X4XO.25 139.69 4.60 0.9D + 1.0W 180" 1.2D + 1.0W 330" 50.0 36.0 s76.00 57.69 24 18 Member Blk Shear 65 0.00 3?.19 0 1 0 2 Pu ORn' (kip) Use Num BoltsMax Splice Forces (kip) Load Case Bolt Tvpe 24.89 ASSET: CUSTOMER CODE: PROJECT ANSI/TtA-222-t 1 4930946_C3_01 Bot Tension 139.28 0.9D + 1.0W 180' FORCE/STRESS SUMMARY 523.32 27 6 1.25 A325 @2007 - 2022 by ATC lP LLC. All rights reserved.Page19of31 Model lD: 1 10569 Scenario lD: 364638 312512025 09.25 42 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS ASSET: CUSTOMER: 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS FORCE/STRESS SUMMARY Section 5 - 60.0' to 80.00' Pu Len (ft) Bracing %XYZ F'Y (ksi)KL/R @" Pn (kip)(kiD) Shear AR,, (kip) Bear ##Use Boll Hole '/. ControlsMember Compression (kio) Load Case L PX - 8'DIA PIPE D SAE .4X4X0.25 Member Tension -1 60.28 4.32 9.766 24.512 Fy (ksi) 0.00 19.88 20.88 '1.2D + 1.0W N 0.9D + 1.0W 330" 100 100 100 40.69 50.00 510.32 50 50 50 185.00 35.71 16.22 00 11 31 27 Member X Member Z 0.00 Use % # Bolt Pu(kip) Load Case F" (ksi) O"Pn (kip) Shear aR", (kiD) Bear oR" (kio) Blk Shear o,Pn Hole Controls L PX - 8'DIA PIPE D SAE - 4X4X0.25 129.55 4.29 Pu s0.0 36.0 576.00 56.67 0.00 19.88 0.00 't7.84 17.63 0.9D +'1.0w 180' 0.9D + 1.0W 330" 65 58 0 1 0 ,| 22 24 Member Blk Shear QRn'Use Num Forces Load Case 129.19 0.9D + 1.0W 60' Section 6 - 80.0' to 100.00' Member Compression ## Bolt oR"F'Y (ksi)KL/R Pu Len (ft) Bracing %XYZ a" P" (kio)(kip) Shear oR"" (kio) Bear Hole Controls Use L PX - 8' DIA PIPE D SAE.4X4XO.25 -145.26 -3.97 9.766 22.691 510.32 18.93 Bear oR" (kip) 0.00 't9.88 20.88 0.00 #Pu 'l .2D + 1.0W N 1 .2D + 1.0W 330' 100 100 100 40.6e s0.00 50 50 50 17',1.2s 35.71 00 11 28 21 Use Member X Member Z Member Tension (kio) Load Case Fy (ksi) F, (ksi) <D"Pn (kip) Shear oR", (kip)Hole Controls Blk Shear Q,Pn #(kip) Bolt L PX. 8' DIA PIPE D SAE - 4X4X0.25 1 19.28 3.92 50.0 36.0 65 58 s76.00 56.67 0.00 19.88 0.00 17.U 0 1 0 1 21 22 Member Blk Shear17.63 Pu ORn, Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt TypeBotTension 118.93 0.9D+1.0W180' 523.32 23 6 1.25"A325 Section 7 - 100.0' to 120.00' Member Compression Pu (kip)Load Case Len (tr Bracing %xYz Bear oR" # # Use (fdp) Bolt Hole % F'Y (ksi)KL/R o. P" (kip) Shear @R", (krp)Controls L PST - 8' DIA PIPE D SAE - 3.5x3.5x0.25 Member Tension 1 30.52 -3.63 '1.2D r 1.0W N 1.2D + 1.0W 330' 9.766 20.903 336.54 14.56 Bear oR" (kip) 0.00 19.88 100 100 100 39.86 s0.00 50 50 50 '182.29 36.00 20.88 Blk Shear Q,Pn #(kip) Bolt 39 MemberX 25 MemberZ Controls 0.00 00 11 Pu (kip)Load Case Fy (ksi) @"Pn (kip) F, (ksi) Shear oR"" (kip) Use# Hole L PST. 8" DIA PIPE D SAE - 3.5x3.5x0.25 109.01 3.56 0.9D + 1.0W180' 0.9D + 1.0W 330" 0.00 '19.88 0.00 17.U 50.0 36.0 378.00 48.51 65 58 0 1 0 ,l 29 20 Member Blk Shear17.63 @Rn,Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Tvpe Bot Tension 108.67 0.9D + 1.0W 60' 523.32 21 6 1.25" A325 Section 8 - 120.0' to 140.00' Pu Member Compression Use## Bolt oR"F'y (ksi) Pu(kio) Load Case Len (ft) Bracing %XYZ KL/R o" P" (kip) Shear oR"" Bear (kio )Hole Conklls L PST - 8" DIA PIPE D SAE - 3.5x3.5x0.25 -1 16.37 -3.35 1 .2D + '1.0W N 1 .2D + 1.0W 330' 9.766 19.'157 0.00 19.88 20.88 100 100 100 50 50 50 39.86 50.00 336.54 167.07 36.00 17.33 Shear Bear aR." oR^(kip) (kip) 0.00 35 19 00 11 Memt)er X Memlrer Z Pu Ft F,@"Pn (kiD) Blk Shear (Dr Pn (ki o) # Bolt # UseHole % ControlsMember Tension (kiD) Load Case (ksi) (ksi) L PST - 8' DIA PIPE D SAE - 3.5x3.5x0.25 98.47 3.30 Pu 0.9D + 1.0W 180' 0.9D + 1.0W 330" 378.00 48.51 0.00 19.88 Num Bolts 50.0 36.0 65 58 0.00 17.84 17.63 0 1 0 I 26 '19 Member Blk Shear @Rn,Use o/o 98.22 Load Case 19 Bolt 1.25',4325 A2007 - 2022 by ATC lP LLC. All nghts reserved. + Page 20 of 31 Model lD: 1 10569 Scenario lDl 364638 3t25t20?5 09.25.12 CODE: PROJECT: ANSt/TtA-222-l 14930946 C3 01 (kio) Load Case 0.9D + 1.0W 180" 0.9D + 1.0W 330' ASSET: GUSTOMER: 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: ANSt/TtA-222-l 14930946_C3_0'l FORCE/STRESS SUMMARY Section 9 - 140.0' to 160.00' MemberCompression (kip) Load Case Bear oR" (kip)(ksi) PU Lenttr Bracing % XYZKL/R o" P, (kip) Shear oR", (kip) #tUse Bolt Hole % Controls L PX.5" DIA PIPE D SAE - 3X3X0.187s -'103.34 -2.74 1.2D + 1.0W N 1.2D + 1.0W 330" 6.51'l 1 6.028 Fv F,, (ksi) (ksi) 100 100 100 42.46 50.00 240.60 50 50 50 161.36 36.00 11.e8 @"Pn 0.00 1 5.66 Member X Member Z 0.00 19.88 Blk Shear @,Pn (kip) 0043 1'1 23 Member Tension (kip) Load Case Use# Bolt Shear Bear aR,, oR"(kip) (kip)(kip) Pu Hole Controls L PX.5" DIA PIPE D SAE - 3X3X0.1875 Max Splice Forces 87.75 2.75 bU. U Jb. U 274.50 30.59 0.00 19.88 0.00 13.38 11.18 65 58 UsePU 0.9D +'1.0W'180" 0.9D + 1.0W 330" 0 ,| 0 1 .R Member Blk Shear (kip) Load Case oRt (kip) Num Bolts Bolt Type Bot Tension 87.51 0.9D + 1.0W 180' 523.32 17 6 1.25" 4325 A2007 - 2022 by ATC lP LLC. All rights reseNed.Page 21 ol 31 Model lD: 1 1 0569 Scenario lD: 364638 3t25t2025 09.25 42 ASSET: CUSTOMER: 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: ANSt/TtA-222-t 1 4930946_C3_01 FORCE/STRESS SUMMARY Section 10 - 160.0'to 180.00' Len (ft) Bracing % Shear o" P" oR", Bear @R"Pu F', (ksi (kip) # Bolt Use# Member Comoression (kip) Load Case XYZKL,R ) (kio)Hole Controls L PX - 5'DIA PIPE D SAE - 3X3XO.,I8Z5 Member Tension -89.48 -2.59 6.5'11 13.08'1 13.05 37 20 Use 1.2D + 1.0W N 1.2D + 1.0W 330' 100 100 100 50 50 50 42.46 50.00 131.69 36.00 Shear oR", (kip) 240.60 17.99 0.00 17.26 00'l 1 0.00 Member X Bolt Bear Pu(kio) Load Case Fy (ksi)(ksi) O"Pn (kip) F. Bear aR" (kio) Blk Shear Q, P. (kiD)Bolt Hole Controls ## L PX - 5" DIA PIPE D SAE - 3X3X0.1875 76.92 2.54 Pu 0.9D + 1.0W't80' '1.2D + 1.0W 330" 274.50 31.36 0.00 17.26 0.00 1 1.09 Num Bolts 50.0 36.0 @Rn' 65 10.93 0 1 0 ,| to ZJ Member Blk Shear Use o/. 76.77 0.9D + 1.0W 180'327.'t0 23 6 Section 1l - 180.0'to 200.00' # Bolt oR"F'Y (ksi) Pu Len (ft) Bracing %xYz KL/R o" P" (kip)(kip) Shear @R"" (kip) Bear #Use Member Comoression (kio) Load Case Hole Controls L PX.4" DIA PIPE D SAE - 2.5X2.5X0.1875 Member Tension -75.44 -2.29 1.2D + 1.0W N 1.2D + 1.0W 330' 6.511 100 100 100 s2.7s 50.00 12.478 50 50 50 151.2s 36.00 161.87 11.28 0.00 13.81 0.00 13.05 Member X Member Z 00 11 47 20 Use Yo #Pu Fy (ksi) F, (ksi) O"Pn (kip) Shear oR", (kip)Hole Controls Bear Blk Shear oR. @, P" #(kip) (kip) Bolt(kio) Load Case L PX.4' DIA PIPE D SAE - 2.5X2.5X0.1875 65.il 2.40 50.0 36.0 198.45 25.22 0.00 13.81 0.00 1 1.09 9.91 65 58 UsePu (kip) 0.9D + 1.0W 180" 0.9D + 1.0W 330" Load Case 0 1 U 1 JJ 24 Member Blk Shear Max Splice Forces @Rn' (kip) Num Bolts Bolt Type Bot Tension 65.50 0.9D + 1.0W 180'327j0 20 6 1 A325 Section 12 - 200.0'to 220.00' Pu (ksi) Len (ft) Bracing %xYz KL/R @" Pn (kip) Shear oR", (kip) Bear (kip)Hole Use# Bolt oR^ Member Compression (kip) Load Case Controls L PX.3'DIA PIPE D SAE - 2X2X0.1875 -61.53 -2.06 1 .2D + 1.0W N 1 .2D + 1.0W 330' 4.883 100 100 100 51.40 50.00 10.001 50 50 50 152.30 36.00 112.03 8.82 0.00 13.81 0.00 13.05 55 MemberX 23 MemberZ 00 11 #F,Pu Fy (ksi)(ksi) O"Pn (kio) Shear oR"" (kip) Bear oR" (kio) Blk Shear O, P" (kio)Bolt Hole Controls #Use Member Tension (kip) Load Case L PX. 3' DIA PIPE D SAE. 2X2X0.1875 Max Splice Forces 53.40 2.22 50.0 36.0 1 35.90 19.12 0.00 13.81 0.00 1 1.09 7.88 0.9D + 1.0W 180' 1.2D + '1.0W 330' 65 58 0 1 0 1 5v 28 Pu @Rn' (kip) Num Bolts Use Yo Epllrvpe(kip) Load Case Bot Tension 53.29 0.9D + 1.0W 180'327 .10 16 6 1 A325 Section 13 - 220.0'to 240.00' PU Len (fr) Bracing %xYz KL/R o" P" (kip) Shear oR"" (kio) Bear (kio)Hole Contr rls Use## Bolt oR"F'Y (ksi)Member Compression (kiD) Load Case L PST - 3' DIA PIPE H SAE - 2X2X0.125 D SAE.2X2XO.125 44.78 -0.38 -2.87 4.946 5.025 7.224 82.87 5.98 10.50 Bear oR" (kip) 0.00 8.70 8.70 # Bolt 1.2D+ l.0WN 0.9D + 1.0W N 1 .2D + '1.0W 330" 100 100 100 51.16 so.oo 100 100 '100 151.s1 36.00 50 50 50 1 1',1.68 36.00 0.00 13.81 13.81 Blk Shear ot P" 00 11 11 54 MemherX 6 Memtrer Z 33 Bolt Bear Fy (ksi PU F, @"Pn Shear oR", (kio) # UseHole lo ControlsMember Tension (kio) Load Case ) (ksi) (kio) L PST - 3" DIA PIPE H SAE - 2X2X0.,I25 D SAE.2X2XO.,I25 36.52 0.45 2.72 '100.35 12.86 12.86 0.00 13.81 13.81 0.00 7.40 7.40 Bolt TvDe Member Blk Shear Blk Shear 0.9D + 1.0W 180" 1.2D + 1.0W 180' 0-9D + 1.0W 330' s0.0 36.0 36.0 5.25 0 1 1 0 1 1 36 8 52 Max SDlice Forces UsePu(kio) Load Case @Rnt (kio) Num Bolts @2007 - 2022 by ATC lP LLC. All ights reserued.Page22ol31 l/odellD: 110569 Scenario lD:364638 3t25t2025 09 25 12 Max Splice Forces (kip) Load Case Bolt Type Bot Tension Member Blk Shear 65 58 58 ASSET: CUSTOMER; 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: ANSt/TtA-222-l 14930946_C3_01 38.88 0.9D + '1.0W 180' FORCE/STRESS SUMMARY '180.61 22 6 0.75"A325Bot Tension Section 14 - 240.0'to 260.00' Controls Bear OR" # # Use(kip) Bolt Hole % Len (ft) o" P" (kip) Shear aR",Bracing % XYZ ty (ksi)KL/RLoad Case Pu (kip)Member Compression L PST - 2" DIA PIPE H SAE - 2X2X0.125 D SAE - 2X2X0.125 -19.42 -0.50 -3.66 1 .2D + 1.0W N 1.2O + 1.0W 240" '1.2D + 1.0W N 4.938 7.027 100 100 100 100 100 100 50 50 s0 75.29 50.00 150.76 36.00 109.45 36.00 31.81 6.M 10.77 0.00 13.81 13.81 0.00 8.70 8.70 ot 8 42 Use o/o 00 11 11 Member X Member Z Bolt Bear O"Pn AR"" OR^(kio) (kio) (kio) E (ksi) PU F, (ksi) Shear Bear Blk Shear o' P"## Member Tension (kio) Load Case Bolt Hole Controls L PST. 2" DIA PIPE H SAE - 2X2X0.125 D SAE.2X2XO.125 1 3.10 0.35 3.35 Pu 0.9D + 1.0W'180' 0.9D + 1.0W 180" 0.9D + 1.0W 330" 48.15 12.86 12.86 0.00 7.40 7.40 50.0 36.0 36.0 65 58 58 0.00 13.81 13.81 5.25 5.25 0 1 1 0 1 1 27 7 64 Member Blk Shear Blk Shear ORn, Use Num 17.91 0.9D + 1.0W 180' @2007 - 2022 by ATC lP LLC. All rights reserved.Page 23 of 31 Model lD: 1'10569 Scenario lD: 364638 3t25t2025 09 25 42 ASSET: CUSTOMER: 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: ANSt/TtA-222-l 14930946_C3_01 Load Case DEFLECTIONS AND ROTATIONS Elevation (ft) Deflection Twist (des)(ft) Sway (des) Resultant (des) 1.0D + 1.0W Service 330'60 mph Wind with No lce 1.0D + .1 .0W Service 330" 60 mph Wind with No lce 1.0D + 1 .0W Service 330" 60 mph Wind with No lce '1.0D + 1 .0W Service 300' 60 mph Wind with No lce 1.0D + 1.0W Service 300" 60 mph Wind with No lce 1.0D + 1.0W Service 300'60 mph Wind with No lce 1.0D + '1.0W Service 240' 60 mph Wind with No lce 1.0D + 1.0W Service 240' 60 mph Wind with No lce 1.0D + 1.0W Service 240'60 mph Wind with No lce 1.0D + 1.0W Service 210" 60 mph Wind with No lce 1.0D + 1 .0W Service 210" 60 mph Wind with No lce 1.0D + 1.0W Service 210'60 mph Wind with No lce 1 .0D + I .0W Service 180' 60 mph Wind with No lce 'l .0D + 1 .0W Service 180" 60 mph Wind with No lce 1 .0D + 1 .0W Service 180" 60 mph Wind with No lce 1.0D t 1.0W Service 120" 60 mph Wind with No lce 1 .00 + 1.0W Service '120' 60 mph Wind with No lce 1 .0D + 1.0W Service 120" 60 mph Wind with No lce 1.0D + 1.0W Service 90' 60 mph Wind with No lce 1.0D + 1.0W Service 90" 60 mph Wind with No lce 1.0D + 1 .0W Service 90' 60 mph Wind with No lce '1.0D + 1.0W Service 60' 60 mph Wind with No lce 't.0D + 1.0W Service 60'60 mph Wind with No lce 1.0D + 1 .0W Service 60' 60 mph Wind with No lce 't.0D + 1 .0W Service Normal 60 mph Wind with No lce '1.0D + 1 .0W Service Normal 60 mph Wind with No lce 1.0D t 1.0W Service Normal 60 mph Wind with No lce 0.9D - 1.oEv + 1 .oEh 330' Seismic (Reduced DL) 0.9D - 1.0Ev + 1 .OEh 330' Seismic (Reduced DL) 0.9D - 1.oEv + 1 .oEh 330" Seismic (Reduced DL) 0.9D - 'l.oEv + 1 .oEh 300' Seismic (Reduced DL) 0.9D - 1.oEv + 1.oEh 300' Seismic (Reduced DL) 0.9D - l.0Ev + 1 .OEh 300' Seismic (Reduced DL) 0.9D - 1.oEv + 1 .oEh 240' Seismic (Reduced DL) 0.9D - 1.oEv + 1 .oEh 240' Seismic (Reduced DL) 0.9D - 1.0Ev + 1.oEh 240" Seismic (Reduced OL) 0.9D - 1 .oEv + 1.oEh 210" Seismic (Reduced DL) 0.9D - 1 .oEv + 1 .oEh 210" Seismic (Reduced DL) 0.9D - 1-OEv + 1.0Eh 2'10' Seismic (Reduced DL) 0.9D - 1 .0Ev + 1 .oEh 180' Seismic (Reduced DL) 0.9D - 1 .OEv + 1 .0Eh 180' Seismic (Reduced DL) 0.9D - 1 .OEv i 1 .0Eh 180' Seismic (Reduced DL) 0.9D - 1.OEv + 1.OEh 120" Seismic (Reduced DL) 0.9D - 'l.OEv + 1.oEh 120" Seismic (Reduced DL) 0.9D - 1.oEv + 1.oEh 120'Seismic (Reduced DL) 0.9D - 1.oEv + 1 .oEh 90" Seismic (Reduced DL) 0.9D - 1.oEv + 1 .oEh 90" Seismic (Reduced DL) 0.9D - 1.OEv + 1.oEh 90" Seismic (Reduced DL) 0.9D - 1.oEv + 1.oEh 60" Seismic (Reduced DL) 0.9D - 1.oEv + 1.oEh 60' Seismic (Reduced DL) 0.9D - 'l.oEv + 1 .0Eh 60' Seismic (Reduced DL) 0.9D - 1.oEv + 1.oEh Normal Seismic (Reduced DL) 0.9D - 1.0Ev + 1.oEh Normal Seismic (Reduced DL) 0.9D - 1.0Ev + 1 .oEh Normal Seismic (Reduced DL) 1.2D + 1.OEv + 1 .0Eh 330" Sersmic 1.2D + 1.oEv + 1.oEh 330" Seismic 1.2D + 1.oEv + 1.oEh 330' Seismic 1.2D + 1.oEv + 'l .0Eh 300" Seismic 1.2D + 1.oEv + 1.oEh 300" Seismic 244.54 254.81 259.75 244.94 254.8',1 259.75 244.94 2U.81 259.75 244.94 254.81 259.75 244.94 254.81 259.75 244.94 254.81 259.75 244.94 254.81 259.75 244.94 254.81 259.75 244.94 2U.81 259.75 244.94 254.81 259.75 244.94 254.81 259.75 244.94 254.81 259.75 244.94 254.81 259.75 244.94 254.81 259.75 244.94 2U.81 259.75 244.94 254.81 259.75 244.94 254.8',1 259.75 244.54 254.81 259.75 244.94 254.81 259.75 244.94 254.81 0.4033 0.4524 0.4765 0.3976 o.4464 0.4703 0.4196 0.4697 0.4947 0.4033 o.4523 0.4764 0.3965 0.4452 0.4691 0.4197 0.4699 0.4949 0.4033 0.4524 0.4765 0.3977 0.4465 0.4705 0.4186 0.4686 0.4936 0.1272 0.1446 0.'1533 o.1269 0.1445 0.1 533 0.1274 0.1446 0.1 533 0.1272 0.1446 0.1533 0.'1269 0.1445 0.1 533 o.1274 0.1446 0.1533 0.1272 0.1446 0.1 533 0.1 269 0.1445 0.1 533 0.1274 0.1 446 0.1533 0.1277 0.1 45 1 0.1538 0.1274 0.145 -0.01 52 -0.0'146 -0.o144 -0.0131 -0.0126 -o.o125 0.0133 0.0129 0.0127 -0.0146 -0.01 36 -0.0'134 o.o122 0.0114 0.0111 -0.0134 -o.o129 -o.0127 -0.0146 -0.0139 -0.01 36 0.0131 0.0126 0.0124 0.0127 0.01 19 0.0116 -0.0060 -0.00s4 -0.0052 0.0052 -0.0047 -0.0045 0.0052 -0.0047 -0.0045 -0.0060 -0.0054 -0.0052 0.0052 0.0046 0.0045 0.0052 0.0047 0.0045 -0.0060 -0.0053 -0.0051 0.0052 0.0047 0.0045 0.0052 0.0046 0.0045 -0.0060 -0.0054 -0.0052 -0.0053 -0.0047 0.2732 0.2899 0.2888 0.2699 0.2834 0.2905 0.2807 0.2929 0.2942 0.2730 0.2899 0.2886 0.2696 0.2876 o.2875 0.2810 0.2931 o.2944 0.2729 0.2851 0.2911 0.2702 0.2836 0.2907 0.2806 0.2972 o.2914 0.0979 0.1027 0.1174 0.0979 0.1016 0.1175 0.0978 0.1032 0.1 166 0.0979 0.1027 0.1174 0.0979 0.1016 0.1't75 0.0978 0.1 032 0.1 166 0.0979 0.'1o27 0.1174 0.0979 0.1016 0.'t 175 0.0978 0.1 032 0.1 166 0.0988 0.1037 0.1 195 0.0986 0.1023 0.2733 0.2903 0.2888 0.2703 0.2837 0.2905 0.2807 0.2931 0.2942 0.2731 0.2902 0.2887 0.2699 0.2878 o.2875 0.28'r 0.2933 o.2944 0.273 0.2854 0.2911 0.2705 0.2839 0.2907 0.2806 0.2975 0.2914 0.0979 0.1 028 0.1174 0.098 0.1017 0.1175 0.0978 0. t032 0.'l 1 67 0.0979 0.1 028 0.1174 0.098 0 1017 0.1 1 75 0.0978 0.1 032 0.1 1 67 0.0979 0.1 028 0.1174 0.098 0.1017 0.1 1 75 0. c978 0. 1 032 0.1 1 67 0.0989 0.1 038 0.1 I 96 0.0987 0.1024 A2007 - 2022 by ATC lP LLC. All rights reserved.Page 24 of31 Model lD: 110569 Scenario lD:364638 3t2512025 09.25 42 ASSET: CUSTOMER: 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: ANSt/TtA-222-l 14930946_C3_01 DEFLECTIONS AND ROTATIONS Load Case Elevation Deflection Twist Sway Resultant '1.2D + 1.0Ev + 1.0Eh 240'Seismic 244.U 0.1279 0.0052 0.0988 0.0988 1.2D r 1.0Ev + 1.0Eh 24o'Seismic 254.81 0.1452 -0.0047 0.1043 0.'1043 '1.2D + 1.0Ev + 1.0Eh 240" Seismic 259.75 0.1538 0.0045 0.'1181 0.1182 1.2D + l.oEv + 1.0Eh 210" Seismic 244.94 0.1277 -0.0060 0.0988 0.0989 1.2D + 1.0Ev + 1.0Eh 21o'Seismic 254.81 0.1451 -0.0054 0.1037 0.1038 1.2D+1.0Ev+1.0Eh210'Seismic 259.75 0.1538 -0.0052 0.1195 0.1196 1.2D + 1.0Ev + 1.0Eh 180' Seismic 244.94 0.1274 0.0052 0.0986 0.0987 1.2D i 1.0Ev + 1.0Eh 180' Seismic 254.81 0.145 0.0047 0.'1023 0.1024 1.2D+1.0Ev+1.0Eh180"Seismic 259.75 0.1538 0.0045 0.1199 0.1199 1.2D + 1.0Ev + 1.0Eh 120" Seismic 244.94 0.1279 0.0052 0.0988 0.0988 '1.2D + 1.0Ev + 1.0Eh 12o'Seismic 2U.81 0.1452 0.0047 0.1043 0.1043 1.2D + 1-0Ev + 1.0Eh 120" Seismic 259.75 0.1538 0.0045 0.1181 0.1182 1.2D + 1.0Ev + 1.0Eh go'Seismic 244.94 0.1277 -0.0060 0.0988 0.0989 1.2D + 1.0Ev + 1.0Eh 90" Seismic 254.81 0.1451 -0.0054 0.1037 0.1038 1.2D+1.0Ev+1.0Eh90'Seismic 259.75 0.1538 -0.0052 0.1195 0.1196 1.2D + 1.0Ev + 1.0Eh 60'Seismic 244.94 0.1274 0.0053 0.0986 0.0987 1.2D + 1.08v + 1.0Eh 60' Seismic 254.81 0.145 0.0047 0.1023 0.1024 1.2D+1.0Ev+1.0Eh60'Seismic 259.75 0.1538 0.0045 0.1199 0.1199 1.2D + 1.0Ev + 1.0Eh Normal Seismic 244.94 0.1279 0.0052 0.0988 0.0988 1.2D + 1.0Ev + 1.0Eh Normal Seismic 254.81 0j452 0.0047 0.1043 0.1043 1.2D + 1.0Ev + 1.0Eh Normal Seismic 259.75 0.1538 0.0045 0.1181 0.1182 1.2D + 1.0Di + 'l.owi 330" 51 mph Wind with 1.18" Radial lce 244.94 0.4925 -0.0202 0.3328 0.3329 1.2D + 1.0Di + 1.0Wi 330" 51 mph Wind with 1.18'Radial lce 2il.81 0.5518 -0.0199 0.3503 0.3508 1.2D + 1.0Di + 1.0Wi 330'51 mph Wind with 1.18" Radial lce 259.75 0.5816 -0.0197 0.3559 0.356 '1.2D + 1.0Di + 1.0Wi 300" 51 mph Wind with 1.18" Radial lce 244.94 0.4887 -0.0176 0.3297 0.3301 1.2D + 1.0Di + 1.0Wi 300'51 mph Wind with 'l.18'Radial lce 254.81 0.5479 -0.0174 0.3456 0.346 1.2D + 1.0Di + 1.0Wi 300'51 mph Wind with '1.18'Radial lce 259.15 0.5778 -0.0172 0.3597 0.3597 1.2D + 1.0Di + 1.0Wi 240" 51 mph Wind with 1.18" Radial lce 244.54 0.5024 0.0174 0.3372 0.3372 1.2D + 1.0Di + 1.0Wi 240'51 mph Wind with 1.18'Radial lce 254.81 0.5623 0.0173 0.3500 0.35 '1.2D + 1.0Di + l.owi 240" 51 mph Wind with '1.18" Radial lce 259.75 0.5923 0.0170 0.3527 0.353 1.2D + 1.0Di + 1.0Wi 210'51 mph Wind with 1.18" Radial lce 244.54 0-4923 -0.0194 0.3324 0.3326 1.2D + 1.0Di + 1.0Wi 210'51 mph Wind with 1.18" Radial lce 2U.81 0.5516 -0.0186 0.3501 0.3506 1.2D + 1.0Di + 1.0Wi 210'51 mph Wind with 1.18" Radial lce 259.75 0.5813 -0.0184 0.3555 0.3557 1.2D + 1.0Di + 1.0Wi 180'51 mph Wind with 1.18" Radial lce 244.94 0.4887 0.0170 0.330'1 0.3305 1.2D + 1.ODi + 1.0Wi 180'51 mph Wind with 1.'18'Radial lce 254.81 0.5479 0.0166 0.3508 0.3512 1.2D + 1.ODi + l.OWi l8O'51 mph Wind with 1.18'Radial lce 259.75 0.5779 0.0164 0.3575 0.3575 1.2D + 1.0Di + 1.OWi 120'51 mph Wind with 1.18'Radial lce 244.94 0.5027 -0.0175 0.3378 0.3378 1.2D + 1.0Di + 1.OWi 120'51 mph Wind with 1.l8'Radial lce 254.81 0.5627 -0.0173 0.3506 0.3506 1.2D + 1.0Oi + 1.0Wi 120'5l mph Wind with 1.18'Radial lce 259.75 0.5927 -0.0171 0.3533 0.3537 1.2D + 1.0Di + 1.0Wi 90'51 mph Wind with 1.18" Radial lce 244.94 0.4928 -0.0199 0.3328 0.3329 1.2D + 1.ODi + 1.0Wi 90'51 mph Wind with 1.18'Radial lce 254.81 0.5522 -0.0195 0.3456 0.3461 1.2D + 1.0Di + 1.0Wi 90'51 mph Wind with 1.18" Radial lce 259.75 0.5819 -0.0193 0.3586 0.3588 1.2D + 1.ODi + 1.OWi 60'51 mph Wind with 1.18" Radial lce 244.94 0.4889 0.0176 0.3302 0 3307 1.2D + 1.0Di + 1.0Wi 60'51 mph Wind with 1.18" Radial lce 254.81 0.5{.82 0.0173 0.3462 0 3466 1.2D + 1.0Di + 1.0Wi 60'51 mph Wind with 1.18" Radial lce 259.75 0.5782 0.0172 0.3603 0'3603 1.2D+1.ODi +1.OWi Normal 51 mphWindwithl.lS'Radial lce 244.94 0.5027 0.0173 0.3382 0.3382 1.2D + 1.0Di + 1.0Wi Normal 51 mph Wind with 1.18" Radial lce 254.81 0.5628 0.0169 0.3557 0'3557 1.2D + 1.ODi + 1.0Wi Normal 51 mph Wind with 1.18" Radial lce 259.75 0.5928 0.0166 0.3510 0 3514 0.9D + 1.0W 330" 106 mph Wind with No lce (Reduced DL) ?44.94 1.2453 -0.0572 0.8469 0 8488 O.gD + 1.OW 330" 106 mph Wind with No lce (Reduced DL) 2il.81 1.3988 -0.0592 0.9017 0 9037 O.gD + 1.OW 330' 106 mph Wind with No lce (Reduced DL) 259.75 1.4741 -0.0593 0.8910 0 8912 O.gD + l.OW 3OO' 106 mph Wind with No lce (Reduced DL) 244.94 1.2285 -0.0499 0.8380 0 8395 0.9D + 1.OW 3OO' 106 mph Wind with No lce (Reduced DL) 254.81 1.38 -0.0518 0.8802 0 8817 O.gD + 1.OW 3OO' 106 mph Wind with No lce (Reduced DL) 259.75 1.455 -0.0522 0.8957 0 8957 0.9D + 1.OW 240" 106 mph Wind with No lce (Reduced DL) 244.94 1.2961 0.0504 0.8697 0'871 1 0.9D + '1.0W 240" 106 mph Wind with No lce (Reduced DL) 254.81 1.45U 0'0526 0'9125 0 9'138 0.9D + 1 .0W 240' 106 mph Wind with No lce (Reduced DL) 259.75 1 .5308 0 0524 0'9241 O 5241 0.9D + 1.OW 210' 106 mph Wind with No lce (Reduced DL) 244.94 1-2452 -0'0499 0'8468 0'8482 @2007 - 2022 by ATC lP LLC. All ights reserved.Page 25 of 31 Model lD: 1 10569 Scenario lD: 364638 312512025 09.25:42 ASSET: CUSTOMER: 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: ANSt/TtA-222-l 14930946_C3_01 Twist Sway ResultantLoad Case 0.9D + 1.0W 210" 106 mph Wind with No lce (Reduced DL) 0.9D + 1.0W 180' 106 mph Wind with No lce (Reduced DL) 0.9D + 1.0W 180' 106 mph Wind with No lce (Reduced DL) 0.9D + 1.0W 180" 106 mph Wind with No lce (Reduced DL) 0.9D + 1.0W 120" 106 mph Wind with No lce (Reduced DL) 0.9D + 1.0W 120' 106 mph Wind with No lce (Reduced DL) 0.9D + 1.0W 120" 106 mph Wind with No lce (Reduced DL) 0.9D + 1.0W 90' 106 mph Wind with No lce (Reduced DL) 0.9D + 1.0W 90" 106 mph Wind with No lce (Reduced DL) 0.9D + 1.0W 90' 106 mph Wind with No lce (Reduced DL) 0.9D + 1.0W 60' 106 mph Wind with No lce (Reduced DL) 0.9D + 1.0W 60' 106 mph Wind with No lce (Reduced DL) 0.9D + 1.0W 60" 106 mph Wind wilh No lce (Reduced DL) 0.9D + '1.0W Normal 106 mph Wind with No lce (Reduced DL) 0.9D + 1.0W Normal 106 mph Wind with No lce (Reduced DL) 0.9D + 1 .0W Normal 106 mph Wind with No lce (Reduced DL) 1 .2D + 1.0W 330' 106 mph Wind with No lce '1.2D + 1.0W 330' 106 mph Wind with No lce 1.2D + 1.0W 330" 106 mph Wind with No lce 1.2D + 1.0W 300" 106 mph Wind with No lce '1.2D + 1.0W 300" 106 mph Wind with No lce 1.2D + 1.0W 300" 106 mph Wind with No lce 1.2D + 1.0W 240" 106 mph Wind with No lce 1.2D + 1.0W 240' 106 mph Wind with No lce 1.2D r 1.0W 240' 106 mph Wind with No lce 1 .2D + 1.OW 210" '106 mph Wind with No lce 1 .2D + 1.OW 21O" 106 mph Wind with No lce 1.2D + 1.Ow 210" 106 mph wind with No lce 1.2D + 1.0W 180" 106 mph Wind with No lce 1.2D + 1.0W 180' 106 mph Wind with No lce 1.2D + 1.0W 180' 106 mph Wind with No lce 1.2D + 1.0W 120' 106 mph Wind with No lce 1.2D + 1.0W 120" 106 mph Wind with No lce 1.2D + 1.0W 120' 106 mph Wind with No lce 'l .2D + 1.0W 90" 106 mph Wind with No lce 1 .2D + 1 .0W 90" 106 mph Wind with No lce 1 .2D + 1 .0W 90" 106 mph Wind with No lce '1.2D + 1.0W 60" 106 mph Wind with No lce 1.2D + 1.0W 60" 106 mph Wind with No lce 1.2D + 1 .0W 60' 106 mph Wind with No lce 1.2D + 1.0W Normal 106 mph Wind with No lce 1.2D r 1.0W Normal 106 mph Wind with No lce 1 .2D + 1 .0W Normal 106 mph Wind with No lce DEFLECTIONS AND ROTATIONS Elevation Deflection 259.75 244.94 254.81 259.75 244.94 254.81 259.75 244.94 2U.81 259.75 244.94 2U.81 259.75 244.94 254.81 259.75 244.94 254.81 259.75 244.94 254.81 259.75 244.94 254.81 259.75 244.94 254.81 259.75 244.94 254.81 259.75 244.94 254.81 259.75 244.94 254.81 259.75 244.94 254.81 259.75 244.94 254.81 259.75 1.4739 1.2287 1.3802 1.4553 1.2962 1.4535 1.531 1.2452 1.3986 1.4738 1.2286 '1.3801 1.4551 1.29il. 1.4538 I .5313 1.2488 1.4027 1.4783 1.2318 1.3839 1.4592 1.2997 1.4574 1.5352 1.2487 1.4027 1.4792 1.2319 1.38/2 1.4595 1.2999 1.4577 1.5354 1.2487 1.4026 1.4781 1.2319 1.3841 1.4594 1.3 1_4579 1.5357 -0.0474 0.0458 0.0456 0.0459 -0.0505 -0.0527 -0.052s -0.0524 -0.0523 -0.0522 0.0498 0.0517 0.0521 0.0475 -o.o476 o.o471 -0.0574 -0.0594 -0.0595 -0.0501 -0.0520 -0.0524 0.0506 0.0528 0.0526 -0.0501 -0.0479 -0.0476 0.0460 0.0458 0.0460 -0.0507 -0.0529 -0.0527 -0.0526 -0.0525 -0.0524 0.0499 0.0519 0.0s23 0.0477 0.0477 0.0473 0.8908 0.8393 0.8957 0.8890 0.8700 0.9126 0.9243 0.84s8 0.8862 0.8979 0.8382 0.8804 0.8960 0.8213 0.9281 0.9175 0.8501 0.9052 0.8954 0.8413 0.8837 0.9002 0.8734 0.9'158 0.9265 0.8499 0.9051 0.8951 0.8427 0.8992 0.8934 o.8737 0.9159 0.9267 0.8490 0.8897 0.9023 0.8416 0.8841 0.9005 0.8751 0.9314 0.9199 0.8913 0.8406 0.8968 0.889 0.87'13 0.9139 o.9243 o.u74 0.8878 0.8983 0.8397 0.882 0.896 0.8724 0.9293 0.9175 0.852 0-9071 0.8956 0.8428 0.8852 0.9002 0.8741 0.9171 0.9265 0.8513 0.9064 0.8956 0.8439 0.9004 0.8934 0.8744 0.9173 0.9267 0.8506 0.89'13 0.9027 0.8431 0.8856 0.9005 0.8755 o.9327 0.9199 A2007 - 2022 by ATC lP LLC. All rights reseNed Page 26 of 31 Model lD: 1 10569 Scenario lD: 364638 3t25t2025 09.25.42 ASSET: CUSTOMER: 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: ANSt/TtA-222-l 14930946_C3_0 1 Load Case Radius (ft) OETAILED REACTIONS Elevation Azimuth Node (ft) (degl .O Uplift and (+) DownFX- FY"(kip) (kip) FZ- (kip) 1.2D+1.0WNormal 1.2D + 1.0W 60" 1.2D+1.0W90' 1.2D + 1.0W 120" 1.2D + 1.0W 180' 1.2D+1.0W210" 1.2D + 1.OW 240" 1.2D +'1.0W 300" 1.2D+1.0W330" 0.9D + 1.0W Normal 0.9D r 1.0W 60' 0.9D + 1.0W 90" 0.9D +'1.0W 120" 0.9D + 1.0W 180" 0.9D + '1.0w 210' 0.9D + 1.0W 240' 0.9D + 1.0W 300' 0.9D + 'l.0W 330' '1.2D + 1.oDi + 1.owi Normal 1.2D + 1.oDi + 1.owi 60' 16.74 '16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 't6.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 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 0.00 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 0.00 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 't20 240 0 120 240 0 120 240 0 120 240 0 't20 240 0 120 240 0 120 240 0 120 240 0 120 240 0 '120 240 0 120 240 0 120 240 0 120 240 0 120 240 0 120 240 0 120 240 n 120 240 0 120 240 0 120 240 0 120 0.00 6.02 -6.02 -1.41 -1 0.08 -1 3.80 -1.70 -15.78 -12.49 -1.65 -18.63 -7.66 0.00 -8.67 8.68 0.85 -0.81 't4.94 1.65 7.66 1 8.63 1.41 13.80 10.08 0.84 1 1.63 2.51 0.00 6.43 -6.43 -1.41 -9.66 -14.21 -1.70 -1 5.36 -1 2.90 -1.65 -18.20 -8.08 0.00 -8.25 8.25 0.86 -0.39 14.51 '1.65 8.08 18.20 1.41 14.21 9.66 0.84 12.04 2.09 0.00 0.71 -0.71 -0.53 -5.55 209.48 -73.28 -73.29 108.27 108.27 -153.63 20.97 175.19 -133.25 -73.28 209.47 -73.28 -153.63 108.27 108.27 -133.25 20.97 175.19 -73.28 -73.28 209.47 108.27 -153.63 108.27 1 75.1 I -133.25 20.96 203.97 -78.39 -78.39 102.91 102.90 -158.62 15.73 169.72 -138.27 -78.39 203.96 -78.39 -158.62 102.91 102.90 -138.27 '15.73 169.72 -78.39 -78.39 203.96 102.91 -'1s8.62 102.90 169.73 -138.27 15.72 112.',tg 3.02 3.01 74.40 74.40 -Z',t.51 -5.37 -5.37 -1 0.83 4.20 -7.97 -1.92 8.14 -6.22 7.90 10.75 -2.s2 15.93 6.63 6.63 13.92 2.43 9.59 7.90 -2.52 10.75 -1 0.83 -7.97 4.20 -17.73 -7.70 -0.5'l -21.O2 -5.62 -5.62 -10.34 3.95 -8.20 -1.43 7.89 -6.46 8.38 10.51 -2.76 16.41 6.39 6.39 14.40 2.19 9.35 8.38 -2.76 '10.51 -10.34 -8.20 3.95 -17.25 -7.94 -0.76 -1 0.00 -'1.08 -1.08 -6.10 2.59 1 1a 1b ,| 1a 1b 1 1a 1b 1 1a 'tb 1 'ta 1b I 1a 1b 1 1a 1b 1 1a 1b 1 1a 1b 1 1a 1b 1 1a 'tb 1 1a 1b 1 1a 1b 1 1a 1b 1 1a 1b 1 1a 1b 1 1a 1b 1 'ta 1b I 'la 1b 1 1a A2007 - 2022 by ATC lP LLC. All rights reseNed.Page 27 of31 Model lD: 110569 lD: 364638 09 25 42 ASSET: CUSTOMER: 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: ANSt/TtA-222-l 14930946_C3_01 Load Case Radius (ft) DETAILED REACTIONS Elevation Azimuth Node (ft) '(-) Uplift and (+) DownFX- FY"(kip) (kio) FZ" (des)(kio) '1.2D + 1.ODi r 1.owi 90' 1.2D + 1.oDi +'l.owi 120' 1.2D+1.0Di +1.0wi 180" 1.2D + 1.oDi + 1.owi 210" 1.2D + 1.oDi + 1.owi 240" 1.2D + 1.oDi + 1.owi 300' 'l.2D + 1.oDi r 1.owi 330' 1.2D + 1.oEv + 1.0Eh Normal '1.2D + 1.oEv + 1.oEh 60' 1 .2D + 'l.oEv + 1 .oEh 90' 1.2D + 1.oEv + 1.oEh 120' 1.2D + 1.0Ev + 1.oEh 180" 1.2D + 1.OEv + 1.oEh 210' 1.2D + 1.oEv + 1.oEh 240" 1.2D + 1.0Ev + 1.oEh 300" 1 .2D + 1.1Ev + 1 .oEh 330' 0.9D - l.oEv + 'l.oEh Normal 0.9D - 1.OEv + 1.oEh 60' 0.9D - 1.0Ev + 1.oEh 90" 0.9D - 1.oEv + 1.oEh 120" 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 't6.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 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 0.00 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 0.00 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 -3.91 -0.63 -7.75 -3.32 -0.58 -8.66 -1.29 0.00 -5.02 5.02 0.32 -'1.91 7.44 0.58 1.29 8.66 0.53 3.91 5.55 0.31 3.00 2.il 0.00 -1.14 1.14 -0.04 -2.26 0.56 -0.04 -2.66 0.70 -0.04 -2.80 1.10 0.00 -2.23 2.23 0.02 -1.66 2.64 0.04 -1.10 2.80 0.04 -0.56 2.26 0.02 -0.72 1.70 0.00 -0.70 0.70 -0.04 -1.82 0.12 -0.04 -2.22 0.26 -0.04 -30.58 39.41 '100.64 -21.83 3.02 112.19 3.01 -30.57 74.40 74.39 -21.80 39.41 100.61 3.02 3.02 112.18 74.40 -30.57 74.39 100.62 -21.80 39.40 35.97 12.81 12.81 28.25 28.25 5.09 20.53 33.90 7.'t6 12.8',1 35.97 12.81 5.09 28.25 28.25 7.16 20.53 33.90 12.81 12.81 35.97 28.25 5.09 28.25 33.90 7.16 20.53 30.57 7.45 7.45 22.86 22.86 -0.26 15.16 28.50 1.81 7.45 -2.26 -2.56 4.11 -1.55 1.16 5.00 -0.07 4.51 3.51 3.64 1.83 4.66 '1.'l 6 -0.07 5.00 -6.10 -2.26 2.59 -8.77 -2.10 0.74 -3.24 0.62 0.62 -2.59 1.26 0.3? -1.94 1.51 0.43 -1.29 1.62 0.68 -0.65 1.33 't.33 -0.82 '1.01 1.55 -'t.29 0.68 1.62 -2.59 0.32 1.26 -3.06 0.39 0.93 -2.73 0.36 0.36 -2.08 1.01 0.07 -1.43 1.26 0.17 -0.79 240 'lb 01 12O 1a 240 1b 01 12O 1a 240 1b 01 120 1a 240 1b 0't '120 1a 240 1b 01 120 1a 240 1b 01 120 1a 240 1b 01 120 1a 240 1b 0't 120 la 240 lb 0'l 120 1a 240 1b 01 120 1a 240 1b 01 120 la 240 1b 01 120 1a 240 1b 0'r 120 1a 240 1b 01 120 1a 240 1b 0'1 120 1a 240 'lb 01 120 'ta 240 1b 01 120 1a 240 1b 01 120 1a 240 1b 01 120 1a 240 1b 01 @2007 - 2022 by ATC lP LLC . All rights reserved .Page 28 of 31 Model lD: 1 10569 Scenario lD:364638 3t25t2025 09.25.42 ASSET: CUSTOMER: 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: ANStfftA-222-l 14930946_C3_01 Radius Elevation Azimuth Node (des) 'O Uplift and (+) DownFX' FY-(kip) (kip) DETAILED REACTIONS Load Case (ft)(ft)(kip) 0.9D - 1.OEv + 1.oEh 180' 0.9D - 1.oEv + 1.oEh 210' 0.9D - 'l.OEv + 'l.oEh 240" 0.9D -'l.OEv + 1.oEh 300' 0.9D - 1.0Ev + 1.oEh 330" 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 Seruice 180" 1.0D + 1.0W Service 2'10" 1.0D + 1.0W Service 240" 1.0D + 1.0W Service 300' 1.0D + 1.0W Service 330' 1.2D + 1.OEv + 1.5Eh Normal 1.2D + 1.oEv + 1.SEh 60' 1.2D r '1 .0Ev + 1 .5Eh 90' '1.2D +'l.oEv + 1.SEh 120" 1.2D + 1.OEv + 1.sEh 180" 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 't6.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 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 0.00 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 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 120 240 0 120 ?40 0 120 240 0 120 240 0 120 240 0 120 240 0 120 240 0 120 240 0 120 240 0 120 240 0 120 240 0 120 240 0 120 240 0 120 240 0 120 240 0 120 240 0 120 ?40 0 120 240 0 120 240 0 120 240 -2.36 0.66 0.00 -1.78 1.7A 0.02 -1.22 2.20 0.04 -0.66 2.36 0.04 -0.12 '1.82 0.02 -0.28 1.26 0.00 1.14 -1.14 -0.49 -4.21 -3.76 -0.59 -6.10 -3.33 -0.56 -7.03 -1.71 0.00 -3.72 3.72 0.29 -1 .10 5.81 0.56 1.71 7.03 0.49 J. /D 4.21 0.29 3.03 1.69 0.00 -0.86 0.86 -0.05 -2.56 -0.01 -0.06 -3.17 0.20 -0.05 -3.37 0.81 0.00 -2.50 2.50 30.57 7.45 -0.26 22.86 22.86 1.81 15.15 28.50 7.45 7.45 30.57 22.86 -0.26 22.86 28.50 1.81 15.16 79.10 -1 3.34 -13.34 46.14 46.14 -39.86 17.48 68.09 -33.14 -13.41 79.25 -13.41 -39.71 46.07 46.07 -33.13 17.48 68.08 -13.41 -13.41 79.24 46.14 -39.85 46.14 68.09 -33.1 3 17 .47 43.89 8.85 8.85 32.21 32.21 -2.82 20.53 40.76 0.31 8.95 43.69 8.95 -2.82 32.21 32.21 1.36 0.43 -o.14 1.07 1.07 -0.31 0.75 1.30 -0.79 0.43 't.36 -2.08 0.07 1.01 -2.56 0.14 0.68 -8.1 1 -1.31 -1.31 -4.58 1.87 -2.17 -1.61 3.'t9 -1.58 1.65 4.06 -0.34 4.33 2.71 2.71 3.67 1.31 3.69 1.65 -0.34 4.06 -4.58 -2.17 1.87 -6.88 -2.09 0.29 -3.90 0.43 0.43 -2.92 1.41 -0.01 -1.94 1.79 0.15 -0.97 1.94 0.53 0.02 1.5'l 1.5'l 1a 1b 1 1a 1b 1 1a 'lb ,| 1a 1b 1 1a 1b 1 1a 1b 1 1a 'lb 1 1a 1b 1 1a 1b 1 1a 1b 1 1a 1b I 1a 1b 1 1a 1b 1 1a 1b 1 1a 1b 1 1a 'lb 1 1a 'lb ,1 1a 1b 1 1a 1b 1 1a 1b @2007 - 2022 by ATC lP LLC All rights reserved.Page 29 of 31 Model lD: 1 10569 Scenario lD:364638 3t25t2025 09 25 42 ASSET: CUSTOMER: 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: ANSt/TtA-222-l 14930946_C3_01 DETAILED REACTIONS Elevation Azimuth Node .O Uplift and (+) DownFX- FY- FZ"(kip) (kip) (kip) Load Case Radius (des)(ft)(ft) 1.2D + 1.OEv + 1.5Eh 210' 1.2D + 1.OEv + 1.SEh 240' 1.2D + 'l.OEv + 1.5Eh 300" 1.2D + 1.0Ev + 1.sEh 330' 0.9D - 1.0Ev + 1.5Eh Normal 0.9D - 1.oEv + 1.sEh 60' 0.9D - 1.oEv + 1.5Eh 90" 0.9D- 1.oEv+ 1.SEh 120" 0.9D- I.oEv+ 1.sEh 180' 0.9D - 1.oEv + 1.sEh 210" 0.9D - '1.OEv + 1.5Eh 240" 0.9D - 1.oEv + 1.5Eh 300' 0.9D - 1.oEv + 'l .5Eh 330' 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 't6.74 16.74 16.74 16.74 16.74 16.74 16.74 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 0.00 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 0.03 -1.65 3.1? 0.05 -0.81 3.37 0.05 0.01 2.56 0.03 -0.23 1.71 0.00 -0.42 0.42 -0.06 -2.11 -0.44 -0.06 -2.73 -0.24 -0.06 -2.92 o.37 0.00 -2.06 2.06 0.03 -1.21 2.68 0.06 -0.37 2.92 0.06 o.M 2.11 0.03 0.21 1.27 0.48 20.53 40.59 8.95 8.95 43.69 32.21 -2.82 32.21 40.76 0.3'l 20.53 38.47 3.50 3.50 26.71 26.71 -7.96 15.'t6 35.35 -5.04 3.60 38.27 3.60 -8.16 26.81 26.81 4.87 1 5.16 35.18 3.60 3.60 38.?7 26.71 -7.96 26.71 35.35 -5.04 15.15 -0.26 1.03 1.84 -0.97 0.53 1.94 -2.92 -0.01 1.41 -3.64 0.10 0.92 -3.39 0.18 0.18 -2.41 1.15 -0.25 -1.43 1.54 -0.'10 -0.46 1.69 0.28 0.52 1.25 1.25 o.25 o.77 1.59 -0.46 0.28 1.69 -2.41 -0.25 1.15 -3.1 3 -0.16 u.bb 01 120 1a 240 1b 0'l 120 la 240 1b 01 120 1a 240 lb 01 120 1a 240 'lb 01 120 1a 240 1b 01 120 1a 240 1b 01 120 la 240 1b 01 120 1a 240 1b 01 't20 1a 240 1b 01 120 1a 240 1b 01 120 1a 240 lb 01 120 1a 240 1b 0'r 120 1a 240 'lb @2007 - 2022 by ATC lP LLC. All rights reserved.Page 30 of 31 Model lD: I Scenario lD: 364638 3t251?025 09.25.12 ASSET: CUSTOMER: 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: ANStfftA-222-t 14930946_C3_01 Max Uplift: Max Down: Max Shear: ln d ivid ual 158.62 209.48 21.51 Moment: Total Down: Total Shear: Global (DL+WL) 4734.38 (kip-ft) 62.91 (kip) 32.25 (kip) Overstrenoth 1 58.62 209.48 21.51 Global (DL+WL+lL) Momenl lce: 1828.02 (kip-ft) Total Down lce: 1 18.22 (kip) Total Shear lce: 12.17 (kip) 1 .2D + 1.0W Normal @2007 - 2022 by ATC lP LLC. All ights reseved.Page 31 of31 Model lD: 110569 Scenario lD: 364638 312512025 09..25:42 MAXIMUM REACTIONS SUMMARY ASSET: CUSTOMER: 4'19030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: ANSt/TlA-222-l 14930946 MONOLITHIC MAT & PIER FOUNDATION ANALYS]S APPLIED REACTIONS GLOBAL (PER FOUNDATION) Axial (k)Shear (k) LOCAL (PER LEG} Compression (k)Moment (k-ft)Uplift (k) 4,734.38 62.9'.1 FOUNDATION PARAMETERS 32.25 209.48 158.62 Mat Length: Mat Width: Mat Thickness: Base Depth: Pier Shape: Pier Diameter: L T L+T-h SOIL PARA]UIETERS 110 0 12,000 Net 0.2 35.s ft 35.5 ft 1.5 ft 6ft Round 3.5 ft 0.5 ft 4,500 psi (58) #7 bars [60 ksi] (58) #7 bars [60 ksi] (1 6) #8 bars [60 ksi] {14 bars @ 1 '1.0" c/c [60 ksi] 3.0 in 2.25 fr 29ft 3 h 3 D l+T-h : GWD hPier Height above Grade: Concrete Compressive Strength: Mat Top Rebar: Mat Bottom Rebar: Pier Vertical Rebar: Pier Rebar Ties: Rebar Clear Cover: Tower Eccentricity: Tower Face Width Tower Leg Count Waler Table Depth [BGLI: Soil Unit Weight: Ultimate Skin Friction: Ultimate Bearing Pressure: Bearing Pressure Type: Coefficient of Shear Friction: T L s ecc FW ft pcf psf psf GW L I -_t L FW Soil Strength Reduction Factor, Os Uplift Strength Reduction Factor, Q"Asset Dead Load Factor Dead Load Factor 0.75 0.75 0.9 1.2 Soil Overturning Usage, M,.De"is, / Q,Mn SOIL OVERTURNING ANALYSIS Design Moment, M, e""1nn Nominal Overturning Capacity, Q.M" (k-ft) (k-fr) 15,870.63 SOIL BEARING ANALYSIS Bearing Pressure Controlling Load Direction 4,944.00 31.2o/o Soil Bearing Usage, P, net / QbP" o Net B€aring Pressure, Pu.pu1 (Ps0 Nominal Bearing Capacity. ObP. (psf) 1,021 .00 Task lD: 670963 9,495.00 Page 1of 3 Diagonal to Pad Edge '10.80/o 9..25:57 I SOIL STRENGTHANALYSIS l ASSET: CUSTOMER: 4 19030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: ANSt/TtA-222-l 't4930946 Applied Shear Force, Vu Friction Resistance (k) (k) SOIL SLIDING SHEAR ANALYSIS Passive Pressure Resistance (k) Nominal Shear Capacity, Os vn Passive Pressure (psf) Soil Sliding Shear Usage, v, / o"v" 32.25 193.43 577.5 30.7s 1 68.1 4 19.0% Steel Elastic Modulus. E (ksi) Strength Bending/Tension Reduction Factor, Op Strength Shear Reduction Factor, Q"Strength Compression Reduction Factor, o" 29,000 One Way Design Shear, V, (k) 0.9 0.75 MAT REINFORC]NG ONE WAY SHEAR ANALYSIS Nominal One Way Shear Capacity, O"Vn One Way Shear Controlling Load (k) Direction 0.65 Mat One Way Shear Usage, vu / ocvn 72.21 Punching Shear Design Stress, vu (psi) 482.62 Diagonal to Pad Edge 15.00/. Mat Punching Shear Usage, v,, / O"v" MAT REINFORCING PUNCHING SHEAR ANALYSIS Nominal Punching Shear Capacity, Ocv. (psi) Moment Transfer Effective Flexural Width, wr (in) 88.8 Factored Moment, Mu (k-ft) 369.69 Factored Moment, M, (k-ft) Neutral Axis Depth (in) Pier Moment at Joint, M,r (k-in) 201.2 TAT REINFORCING MOMENT TRANSFER ANALYSTS 44.'.t%\:-i Nominal Moment Transfer Mat Moment Transfer Usage, 0.6 M,r / OM,..f 8.00 1.38 1,064.25 6,160.2 10.4% TUIAT REINFORCING FLEXURE ANALYSIS - UPPER STEEL Nominal Flexural Capacity, OM" (k-ft) 2.126.69 Nominal Flexural Capacity, OM" (k-ft) Capacity, OM*r Flexural Steel Controlling Load Direction Parallel to Pad Edge Flexural Steel Controlling Load Direclion Mat Upper Rebar Flexure Usage, M, / OM" 17.4% [,,lat Lower Rebar Flexure Usage, Mu / OMn MAT REI}IFORCING FLEXURE ANALYSIS - LOWER STEEL 981.70 't.825.62 Diagonal to Pad Edge 53.8Yo Rebar Cage Diameter (in) Steel Elastic Modulus, E (ksi) Strength Bendingffension Reduction Factor, Qb Strength Shear Reduction Factor, O" Strength Compression Reduction Factor, O. Design Moment, M, (k-ft) 29,000 Nominal Moment Capacity, ObMn (k-ft) 0.75 Bending Reinforcement Ratio 0.65 Pier Rebar Flexure Usage, M,/QbM" 34.00 0.9 PIER REINFORCING MOMENT A}IALYSIS 106.42 Design Compression, Pu (k) 949.33 0.009 PIER REINFORCING COMPRESSION ANALYSIS Nominal Compressive Capacity, OrPn (k) 11.20/, Pier Rebar Compressive Usage, P" / QePn 209.48 Design Shear, V" (k) 2.755.15 7.6% PIER REINFORCING SHEAR ANALYSIS Nominal Shear Capacity, OvVn (k) Pier Rebar Shear Usage, v, / o,v, 21 .50 670963 162.47 '13.2% 9:25:57 f,AT REINFORCING STEEL STRENGTH ANALYSIS T II o Page 2 of 3 t ASSET: CUSTOMER: 419030, BL-New Post - Plum Creek Wl VERIZON WIRELESS CODE: PROJECT: ANSt/TtA-222-l 14930946 Design Tension, T, (k) Nominal Tension Capacity, OrTn Pier Rebar Tension Usage,Flexure & Tension lnteraction, M,/QbM" + T,i/OrT" 158.62 682.56 T 23.2%34.4% Task lD; 670963 Page 3 of 3 (k) V-/