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CADD2025-002470
June 19, 2025 City of Grapevine TX Building Services Dept. 200 S. Main Street Grapevine, TX, 76051 Re: AT&T Application for an Upgrade Project - 14865384 - Wireless Facility Site Address: 3517 William D Tate Ave., Grapevine, TX 76051-7133 Notice of 60 Day Eligible Facilities Request Application Dear Building Services DeP.artment, We write to you on behalf of AT&T Wireless with respect to the above-referenced Eligible Facilities Request ("EFR") permit application submitted with this letter (the "Application"). The Application proposes an upgrade to an existing wireless facility that meets the criteria for an EFR under 47 U.S.C. § 1455 (the "Spectrum Act"). Further, review and approval of the Application must be conducted administratively in accordance with Federal Communications Commission ("FCC") order adopted October 18, 2014 (the "Spectrum Act Order"), codified as 47 C.F.R. §1.40001, and completed within 60 days of submittal in accordance with 47 C.F.R. §l.40001(c)(2). Under 47 C.F.R. §1.40001, the review of the Application by the City of Grapevine TX is limited to determining whether it is an eligible facilities request that does not substantially change the physical dimensions of the [Base Station or Tower]. As you will see, the Application details the necessary criteria for a modification to constitute an EFR and describes how this specific modification project meets the EFR requirements. You may contact me at 205-443-3446 with any questions you may have about this project or the EFR process. We look forward to working with you on this and other future wireless projects. Regards, Rachel Blackmon Crafton Communications 205.443.3446 office SITE NAME: SITE NUMBER: ATC PROJECT NUMBER: SITE ADDRESS: HWY 121-360 (CO-LOCATE) 309408 14865384_C9_04 3517 WILLIAM D TATE GRAPEVINE, TX 76051-7133 Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT THE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN TOWER. DESCRIPTIONREV.DATEBY ATC SITE NUMBER: ATC SITE NAME: SITE ADDRESS: ATC JOB NO: DRAWN BY: APPROVED BY: DATE DRAWN: SHEET NUMBER:REVISION: 309408 HWY 121-360 (CO-LOCATE) TX 3517 WILLIAM D TATE GRAPEVINE, TX 76051-7133 SRP RAL March 18, 2025 14865384_C9_04 G-001 TEP 326 TRYON ROAD RALEIGH, NC 27603 PHONE: (919) 661-6351 TEP JOB NO:51130.1075976 TEP IS A FAMILY OF COMPANIES LICENSED TO PROVIDE DIFFERENT SERVICES IN DIFFERENT JURISDICTIONS. DEPENDING ON THE JURISDICTION, PROFESSIONAL ENGINEERING AND LAND SURVEYING SERVICES ARE PROVIDED BY TEP OPCO LLC, A DELAWARE LIMITED LIABILITY COMPANY, TEP ENGINEERING, PLLC, A NORTH CAROLINA PROFESSIONAL LIMITED LIABILITY COMPANY, OR M&H ENGINEERING, PLLC, A NEW YORK PROFESSIONAL LIMITED LIABILITY COMPANY. GENERAL CONTRACTOR SERVICES ARE PROVIDED BY TEPDB OPCO LLC, A DELAWARE LIMITED LIABILITY COMPANY. WE ACQUIRE THE REQUISITE LICENSES IN EACH STATE. ADDITIONAL INFORMATION CAN BE OBTAINED FROM THE COMPANY. TX COA # F-19415 March 18, 2025 COVER 0 FIRST ISSUE SRP 03/18/25 0 VICINITY MAP LOCATION MAP SITE LOCATION MOUNT REINFORCEMENT DRAWINGS PREPARED FOR AT&T MOBILITY PROJECT TEAM TOWER OWNER AMERICAN TOWER 10 PRESIDENTAL WAY WOBURN, MA 01801 ENGINEERED BY ATC TOWER SERVICES 3500 REGENCY PARKWAY, SUITE 100 CARY, NC 27518 CARRIER INFORMATION CARRIER:AT&T MOBILITY CARRIER SITE NAME:HWY 121/360 CARRIER SITE NUMBER:WSNTX0014327 PROJECT LOCATION GEOGRAPHIC COORDINATES LATITUDE:32.8998 LONGITUDE:-97.0974 PROJECT DESCRIPTION THE PROJECT DEPICTED IN THESE PLANS ARE BASED ON THE RECOMMENDATIONS OUTLINED IN THE STRUCTURAL ANALYSIS COMPLETED UNDER ENGINEERING PROJECT NUMBER 14865384_C8_01 DATED OCTOBER 23, 2024. SATISFACTORY COMPLETION OF THE WORK INDICATED IN THESE PLANS WILL RESULT IN THE STRUCTURE MEETING THE REQUIREMENTS OF THE SPECIFICATIONS UNDER WHICH THE STRUCTURAL WAS COMPLETED. PROJECT NOTE THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN ELIGIBLE FACILITIES REQUEST ENTITLED TO EXPEDITED REVIEW UNDER 47 U.S.C. § 1455(A) AS A MODIFICATION OF AN EXISTING WIRELESS TOWER THAT INVOLVES THE COLLOCATION, REMOVAL, AND/OR REPLACEMENT OF TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL CHANGE UNDER CFR § 1.6100 (B)(7). SHEET SHEET TITLE REV. G-002 IBC GENERAL NOTES AND MOUNT MODIFICATION INSPECTION 0 S-101 MODIFICATION PROFILE 0 S-102 SAFETY CLIMB LAYOUT 0 R-901 SUPPLEMENTAL 0 -POST MODIFICATION MOUNT ANALYSIS REPORT - WI L L I A M D T A T E A V E COMPLIANCE CODE ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNMENT AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1. ANSI/TIA/EIA: STRUCTURAL STANDARDS (222-I EDITION) 2. INTERNATIONAL BUILDING CODE (2021) Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT THE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN TOWER. DESCRIPTIONREV.DATEBY ATC SITE NUMBER: ATC SITE NAME: SITE ADDRESS: ATC JOB NO: DRAWN BY: APPROVED BY: DATE DRAWN: SHEET NUMBER:REVISION: 309408 HWY 121-360 (CO-LOCATE) TX 3517 WILLIAM D TATE GRAPEVINE, TX 76051-7133 SRP RAL March 18, 2025 14865384_C9_04 G-002 TEP 326 TRYON ROAD RALEIGH, NC 27603 PHONE: (919) 661-6351 TEP JOB NO:51130.1075976 TEP IS A FAMILY OF COMPANIES LICENSED TO PROVIDE DIFFERENT SERVICES IN DIFFERENT JURISDICTIONS. DEPENDING ON THE JURISDICTION, PROFESSIONAL ENGINEERING AND LAND SURVEYING SERVICES ARE PROVIDED BY TEP OPCO LLC, A DELAWARE LIMITED LIABILITY COMPANY, TEP ENGINEERING, PLLC, A NORTH CAROLINA PROFESSIONAL LIMITED LIABILITY COMPANY, OR M&H ENGINEERING, PLLC, A NEW YORK PROFESSIONAL LIMITED LIABILITY COMPANY. GENERAL CONTRACTOR SERVICES ARE PROVIDED BY TEPDB OPCO LLC, A DELAWARE LIMITED LIABILITY COMPANY. WE ACQUIRE THE REQUISITE LICENSES IN EACH STATE. ADDITIONAL INFORMATION CAN BE OBTAINED FROM THE COMPANY. TX COA # F-19415 March 18, 2025 IBC GENERAL NOTES AND MOUNT MODIFICATION INSPECTION 0 FIRST ISSUE SRP 03/18/25 0 MAXIMUM ALLOWABLE ANGLE CLIP 1.5 X L MAX. L AREA OF ANGLE TO BE CLIPPED GENERAL 1.ALL WORK TO BE COMPLETED PER APPLICABLE LOCAL, STATE, FEDERAL CODES AND ORDINANCES AND COMPLY WITH ATC CONSTRUCTION SPECIFICATIONS FOR WIRELESS TOWER SITES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND ABIDING BY ALL REQUIRED PERMITS. 2.ALL WORK INDICATED ON THESE DRAWINGS SHALL BE PERFORMED BY QUALIFIED CONTRACTORS EXPERIENCED IN TOWER AND FOUNDATION CONSTRUCTION. 3.THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY OF ANY INSTALLATION INTERFERENCES. ALL NEW WORK SHALL ACCOMMODATE EXISTING CONDITIONS. DETAILS NOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALL FOLLOW SIMILAR DETAILS FOR THIS JOB. 4.ANY SUBSTITUTIONS SHALL CONFORM TO THE REQUIREMENTS OF THESE NOTES AND SPECIFICATIONS, AND SHOULD BE SIMILAR TO THOSE SHOWN. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 5.ANY MANUFACTURED DESIGN ELEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THESE NOTES AND SPECIFICATIONS AND SHOULD BE SIMILAR TO THOSE SHOWN. THESE DESIGN ELEMENTS MUST BE STAMPED BY AN ENGINEER PROFESSIONALLY REGISTERED IN THE STATE OF THE PROJECT, AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. 6.ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL CODES AND OSHA SAFETY REGULATIONS. 7.THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND EXECUTION OF ALL MISCELLANEOUS SHORING, BRACING, TEMPORARY SUPPORTS, ETC. NECESSARY, PER ANSI/TIA-322 AND ANSI/ASSE A10.48, TO PROVIDE A COMPLETE AND STABLE STRUCTURE AS SHOWN ON THESE DRAWINGS. 8.CONTRACTOR'S PROPOSED INSTALLATION SHALL NOT INTERFERE, NOR DENY ACCESS TO, ANY EXISTING OPERATIONAL AND SAFETY EQUIPMENT. STRUCTURAL STEEL 1.ALL DETAILING, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AISC SPECIFICATIONS, LATEST EDITION. 2.ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION PER ASTM A123. EXPOSED STEEL HARDWARE AND ANCHOR BOLTS SHALL BE GALVANIZED PER ASTM A153 OR B695. 3.ALL U-BOLTS SHALL BE ASTM A36 OR EQUIVALENT, WITH LOCKING DEVICE, UNLESS NOTED OTHERWISE. 4.FIELD CUT EDGES, EXCEPT DRILLED HOLES, SHALL BE GROUND SMOOTH. 5.ALL FIELD CUT SURFACES, FIELD DRILLED HOLES & GROUND SURFACES WHERE EXISTING PAINT OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WITH (2) BRUSHED COATS OF ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURERS RECOMMENDATIONS. 6.ALL STRUCTURAL STEEL EMBEDDED IN THE CONCRETE SHALL BE APPLIED WITH (2) BRUSHED COATS OF POLYGUARD CA-14 MASTIC OR EQUIVALENT. REFER TO THE MANUFACTURER SPECIFICATIONS FOR SURFACE PREPARATION AND APPLICATION. APPLICATION OF POLYGUARD 400 WRAP IS NOT ESSENTIAL. 7.CONTRACTOR SHALL PERFORM WORK ON ONLY ONE (1) TOWER FACE AND REPLACE/REINFORCE ONE (1) BOLT/MEMBER AT A TIME. 8.ALL FIELD DRILLED HOLES TO BE USED FOR FIELD BOLTING INSTALLATION SHALL BE STANDARD HOLES, AS DEFINED BY AISC, UNLESS NOTED OTHERWISE. PAINT 1.AS REQUIRED, CLEAN AND PAINT PROPOSED STEEL ACCORDING TO FAA ADVISORY CIRCULAR AC 70/7460-1L. WELDING 1.ALL WELDING TO BE PERFORMED BY AWS CERTIFIED WELDERS AND CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS WELDING CODE D1.1. 2.ALL WELDS SHALL BE INSPECTED VISUALLY. IF DIRECTED BY ENGINEER OF RECORD, 25% OF WELDS SHALL BE INSPECTED WITH DYE PENETRANT OR MAGNETIC PARTICLE (100% IF REJECTABLE DEFECTS ARE FOUND) TO MEET THE ACCEPTANCE CRITERIA OF AWS D1.1. REPAIR ALL WELDS AS NECESSARY. 3.INSPECTION SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR. 4.ALL ELECTRODES TO BE LOW HYDROGEN, MATCHING FILLER AND/OR BASE METAL, PER AWS D1.1, UNLESS NOTED OTHERWISE. 5.IN CASES WHERE BASE METAL GRADE IS UNKNOWN, ALL WELDING ON LATTICE TOWERS SHALL BE DONE WITH E70XX ELECTRODES; ALL WELDING ON POLE STRUCTURES SHALL BE DONE WITH E80XX ELECTRODES, UNLESS NOTED OTHERWISE. 6.PRIOR TO FIELD WELDING GALVANIZED MATERIAL, CONTRACTOR SHALL GRIND OFF GALVANIZING 1/2" BEYOND ALL FIELD WELD SURFACES. AFTER WELD AND WELD INSPECTION IS COMPLETE, REPAIR ALL GROUND AND WELDED SURFACES WITH ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURERS RECOMMENDATIONS. BOLT TIGHTENING PROCEDURE 1.STRUCTURAL CONNECTIONS TO BE ASSEMBLED AND INSPECTED IN ACCORDANCE WITH RCSC SPECIFICATIONS. 2.FLANGE BOLTS SHALL BE INSTALLED AND TIGHTENED USING DIRECT TENSION INDICATING (DTI) SQUIRTER WASHERS. DTI SQUIRTER WASHERS ARE TO BE INSTALLED AND ORIENTED / TIGHTENED PER MANUFACTURER SPECIFICATIONS TO ACHIEVE DESIRED LEVEL OF BOLT PRE-TENSION. 3.IN LIEU OF USING DTI SQUIRTER WASHERS, FLANGE BOLTS MAY BE TIGHTENED USING AISC / RCSC "TURN-OF-THE-NUT" METHOD, PENDING APPROVAL BY THE ENGINEER OF RECORD (EOR). TIGHTEN FLANGE BOLTS USING THE CHART BELOW: BOLT LENGTHS UP TO AND INCLUDING FOUR DIAMETERS 1/2"BOLTS UP TO AND INCLUDING 2.0 INCH LENGTH +1/3 TURN BEYOND SNUG TIGHT 5/8"BOLTS UP TO AND INCLUDING 2.5 INCH LENGTH +1/3 TURN BEYOND SNUG TIGHT 3/4"BOLTS UP TO AND INCLUDING 3.0 INCH LENGTH +1/3 TURN BEYOND SNUG TIGHT 7/8"BOLTS UP TO AND INCLUDING 3.5 INCH LENGTH +1/3 TURN BEYOND SNUG TIGHT 1"BOLTS UP TO AND INCLUDING 4.0 INCH LENGTH +1/3 TURN BEYOND SNUG TIGHT 1-1/8"BOLTS UP TO AND INCLUDING 4.5 INCH LENGTH +1/3 TURN BEYOND SNUG TIGHT 1-1/4"BOLTS UP TO AND INCLUDING 5.0 INCH LENGTH +1/3 TURN BEYOND SNUG TIGHT 1-3/8"BOLTS UP TO AND INCLUDING 5.5 INCH LENGTH +1/3 TURN BEYOND SNUG TIGHT 1-1/2"BOLTS UP TO AND INCLUDING 6.0 INCH LENGTH +1/3 TURN BEYOND SNUG TIGHT BOLT LENGTHS OVER FOUR DIAMETERS BUT NOT EXCEEDING EIGHT DIAMETERS 1/2"BOLTS 2.25 TO 4.0 INCH LENGTH +1/2 TURN BEYOND SNUG TIGHT 5/8"BOLTS 2.75 TO 5.0 INCH LENGTH +1/2 TURN BEYOND SNUG TIGHT 3/4"BOLTS 3.25 TO 6.0 INCH LENGTH +1/2 TURN BEYOND SNUG TIGHT 7/8"BOLTS 3.75 TO 7.0 INCH LENGTH +1/2 TURN BEYOND SNUG TIGHT 1"BOLTS 4.25 TO 8.0 INCH LENGTH +1/2 TURN BEYOND SNUG TIGHT 1-1/8"BOLTS 4.75 TO 9.0 INCH LENGTH +1/2 TURN BEYOND SNUG TIGHT 1-1/4"BOLTS 5.25 TO 10.0 INCH LENGTH +1/2 TURN BEYOND SNUG TIGHT 1-3/8"BOLTS 5.75 TO 11.0 INCH LENGTH +1/2 TURN BEYOND SNUG TIGHT 1-1/2"BOLTS 6.25 TO 12.0 INCH LENGTH +1/2 TURN BEYOND SNUG TIGHT BOLT TIGHTENING PROCEDURE (CONTINUED) 4.SPLICE BOLTS SUBJECT TO DIRECT TENSION SHALL BE INSTALLED AND TIGHTENED AS PER SECTION 8.2.1 OF THE AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS", LOCATED IN THE AISC MANUAL OF STEEL CONSTRUCTION. THE INSTALLATION PROCEDURE IS PARAPHRASED AS FOLLOWS: FASTENERS SHALL BE INSTALLED IN PROPERLY ALIGNED HOLES AND TIGHTENED BY ONE OF THE METHODS DESCRIBED IN SUBSECTION 8.2.1 THROUGH 8.2.4. 8.2.1 TURN-OF-NUT PRETENSIONING BOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTION AND BROUGHT TO A SNUG TIGHT CONDITION AS DEFINED IN SECTION 8.1, UNTIL ALL THE BOLTS ARE SIMULTANEOUSLY SNUG TIGHT AND THE CONNECTION IS FULLY COMPACTED. FOLLOWING THIS INITIAL OPERATION ALL BOLTS IN THE CONNECTION SHALL BE TIGHTENED FURTHER BY THE APPLICABLE AMOUNT OF ROTATION SPECIFIED ABOVE. DURING THE TIGHTENING OPERATION THERE SHALL BE NO ROTATION OF THE PART NOT TURNED BY THE WRENCH. TIGHTENING SHALL PROGRESS SYSTEMATICALLY. 5.ALL OTHER BOLTED CONNECTIONS SHALL BE BROUGHT TO A SNUG TIGHT CONDITION AS DEFINED IN SECTION 8.1 OF THE SPECIFICATION. ALL BOLT HOLES SHALL BE ALIGNED TO PERMIT INSERTION OF THE BOLTS WITHOUT UNDUE DAMAGE TO THE THREADS. BOLTS SHALL BE PLACED IN ALL HOLES WITH WASHERS POSITIONED AS REQUIRED AND NUTS THREADED TO COMPLETE THE ASSEMBLY. COMPACTING THE JOINT TO THE SNUG-TIGHT CONDITION SHALL PROGRESS SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT. THE SNUG-TIGHTENED CONDITION IS THE TIGHTNESS THAT IS ATTAINED WITH A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD WRENCH TO BRING THE CONNECTED PLIES INTO FIRM CONTACT. MODIFICATION INSPECTION NOTES THE MOUNT MODIFICATION INSPECTION (MMI) PROCEDURE IS INTENDED TO CONFIRM THAT CONSTRUCTION AND INSTALLATION MEETS ENGINEERING DESIGN, ATC PROCEDURES AND ATC STANDARD SPECIFICATIONS FOR WIRELESS TOWER SITES. TO ENSURE THAT THE REQUIREMENTS OF THE MMI ARE MET, IT IS VITAL THAT THE GENERAL CONTRACTOR SUBMIT ALL REQUIRED PHOTOGRAPHS AND DRAWINGS TO AMERICAN TOWER CORPORATION (ATC). GENERAL CONTRACTOR THE GENERAL CONTRACTOR IS REQUIRED TO: ·REVIEW THE REQUIREMENTS OF THE MMI CHECKLIST. ·UNDERSTAND ALL INSPECTION REQUIREMENTS. THE GENERAL CONTRACTOR SHALL PERFORM AND RECORD THE INSPECTION RESULTS IN ACCORDANCE WITH THE REQUIREMENTS OF THE MMI CHECKLIST. MOUNT MODIFICATION INSPECTION CHECKLIST INSPECTION DOCUMENT DESCRIPTION INSPECTION TESTING REQUIRED RESPONSIBILITY ON-SITE COLD GALVANIZING VERIFICATION PHOTOGRAPHIC EVIDENCE OF COLD GALVANIZATION TYPE AND APPLICATION IN ALL APPLICABLE LOCATIONS TO BE INCLUDED WITHIN THE MMI REPORT GC GC AS-BUILT DRAWINGS WITH CONSTRUCTION RED-LINES "AS-BUILT" DRAWINGS INDICATING ANY APPROVED CHANGES TO ENGINEERED PLANS TO MMI FOR APPROVAL/REVIEW AND INCLUSION IN MMI REPORT GC PHOTOGRAPHS PHOTOGRAPHIC EVIDENCE OF MOUNT MODIFICATION INSPECTION, ON SITE REMEDIATION, AND ITEMS FAILING INSPECTION & REQUIRING FOLLOW UP TO BE INCLUDED WITHIN THE MMI REPORT. COMPLETE PHOTO LOG IS TO BE SUBMITTED WITHIN MMI REPORT. GC TABLE KEY: MMI - MOUNT MODIFICATION INSPECTION GC - GENERAL CONTRACTOR ATC - AMERICAN TOWER CORPORATION Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT THE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN TOWER. DESCRIPTIONREV.DATEBY ATC SITE NUMBER: ATC SITE NAME: SITE ADDRESS: ATC JOB NO: DRAWN BY: APPROVED BY: DATE DRAWN: SHEET NUMBER:REVISION: 309408 HWY 121-360 (CO-LOCATE) TX 3517 WILLIAM D TATE GRAPEVINE, TX 76051-7133 SRP RAL March 18, 2025 14865384_C9_04 S-101 TEP 326 TRYON ROAD RALEIGH, NC 27603 PHONE: (919) 661-6351 TEP JOB NO:51130.1075976 TEP IS A FAMILY OF COMPANIES LICENSED TO PROVIDE DIFFERENT SERVICES IN DIFFERENT JURISDICTIONS. DEPENDING ON THE JURISDICTION, PROFESSIONAL ENGINEERING AND LAND SURVEYING SERVICES ARE PROVIDED BY TEP OPCO LLC, A DELAWARE LIMITED LIABILITY COMPANY, TEP ENGINEERING, PLLC, A NORTH CAROLINA PROFESSIONAL LIMITED LIABILITY COMPANY, OR M&H ENGINEERING, PLLC, A NEW YORK PROFESSIONAL LIMITED LIABILITY COMPANY. GENERAL CONTRACTOR SERVICES ARE PROVIDED BY TEPDB OPCO LLC, A DELAWARE LIMITED LIABILITY COMPANY. WE ACQUIRE THE REQUISITE LICENSES IN EACH STATE. ADDITIONAL INFORMATION CAN BE OBTAINED FROM THE COMPANY. TX COA # F-19415 March 18, 2025 MODIFICATION PROFILE 0 FIRST ISSUE SRP 03/18/25 0 REINFORCEMENT MATERIALS LIST (ALL SECTORS) QUANTITY REQUIRED MANUFACTURER PART NUMBER DESCRIPTION LENGTH PART WEIGHT (lb) WEIGHT (lb)NOTES TOTAL WEIGHT (lb) 3 SITEPRO P30120 10.0-FT 2.5 SCH40 GALVANIZED PIPE 10'-0"60.00 180.00 CONMAT # ANT.16008 6 SITEPRO P2120 10.0-FT 2.0 SCH40 GALVANIZED PIPE 10'-0"37.00 222.00 CONMAT # ANT.55993 3 SITEPRO P272 6.0-FT 2.0 SCH40 GALVANIZED PIPE 6'-0"23.00 69.00 OR APPROVED EQUIVALENT 18 SITEPRO SOPTP6-U UNIVERSAL STANDOFF PIPE-TO-PIPE KIT -27.81 500.58 CONMAT # ANT.59993 6 SITEPRO PUCK ADJUSTABLE CLAMP PLATE -6.16 36.96 OR APPROVED EQUIVALENT 3 SITEPRO BBPM-K3 BACK TO BACK PIPE MOUNT KIT -38.67 116.01 CONMAT # ANT.56902 3 SITEPRO FCX45-U HD UNIVERSAL CROSSOVER KITS -25.62 76.86 CONMAT # ANT.56006 1201.41 - NOTE: IN THE EVENT A PROPOSED MODIFICATION PART LISTED IN THE DRAWINGS IS NOT AVAILABLE, AN APPROVED EQUIVALENT CAN BE SUBSTITUTED. FOR APPROVAL OF EQUIVALENT PART OR QUESTIONS PLEASE CONTACT AMERICAN TOWER PMI INBOX AT PMI@AMERICANTOWER.COM. TYPICAL MOUNT MODIFICATION FRONT VIEW TYPICAL MOUNT MODIFICATION ISOMETRIC VIEW TYPICAL MOUNT MODIFICATION TOP VIEW EXISTING ANGLE SUPPORT RAIL IS TO BE REMOVED, AND THE EXISTING PIPE SUPPORT RAIL IS TO BE RELOCATED [CONTRACTOR TO CONFIRM ALL MOUNT PIPES ARE ATTACHED TO THE PIPE SUPPORT RAIL, AND INSTALL NEW CROSSOVER KITS IF NECESSARY] PROPOSED SITEPRO SOPTP6-U [ANT.59993] [TO REPLACE EXISTING THREADED ROD PIPE-TO-PIPE CLAMPS] PROPOSED SITEPRO P30120 MOUNT PIPE [ANT.16008] PROPOSED SITEPRO FCX45-U [ANT.56006] PROPOSED SITEPRO P2120 RADIO PIPE [ANT.55993] PROPOSED SITEPRO BBPM-K3 [ANT.56902] PROPOSED SITEPRO P30120 MOUNT PIPE [ANT.16008] PROPOSED SITEPRO SOPTP6-U [ANT.59993] [TO REPLACE EXISTING THREADED ROD PIPE-TO-PIPE CLAMPS] PROPOSED SITEPRO P272 PROPOSED SITEPRO PUCK EXISTING ANGLE SUPPORT RAIL IS TO BE REMOVED, AND THE EXISTING PIPE SUPPORT RAIL IS TO BE RELOCATED [CONTRACTOR TO CONFIRM ALL MOUNT PIPES ARE ATTACHED TO THE PIPE SUPPORT RAIL, AND INSTALL NEW CROSSOVER KITS IF NECESSARY] PROPOSED SITEPRO SOPTP6-U [ANT.59993] [TO REPLACE EXISTING THREADED ROD PIPE-TO-PIPE CLAMPS] PROPOSED SITEPRO P30120 MOUNT PIPE [ANT.16008] PROPOSED SITEPRO P2120 RADIO PIPE [ANT.55993]PROPOSED SITEPRO P272 Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT THE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN TOWER. DESCRIPTIONREV.DATEBY ATC SITE NUMBER: ATC SITE NAME: SITE ADDRESS: ATC JOB NO: DRAWN BY: APPROVED BY: DATE DRAWN: SHEET NUMBER:REVISION: 309408 HWY 121-360 (CO-LOCATE) TX 3517 WILLIAM D TATE GRAPEVINE, TX 76051-7133 SRP RAL March 18, 2025 14865384_C9_04 S-102 TEP 326 TRYON ROAD RALEIGH, NC 27603 PHONE: (919) 661-6351 TEP JOB NO:51130.1075976 TEP IS A FAMILY OF COMPANIES LICENSED TO PROVIDE DIFFERENT SERVICES IN DIFFERENT JURISDICTIONS. DEPENDING ON THE JURISDICTION, PROFESSIONAL ENGINEERING AND LAND SURVEYING SERVICES ARE PROVIDED BY TEP OPCO LLC, A DELAWARE LIMITED LIABILITY COMPANY, TEP ENGINEERING, PLLC, A NORTH CAROLINA PROFESSIONAL LIMITED LIABILITY COMPANY, OR M&H ENGINEERING, PLLC, A NEW YORK PROFESSIONAL LIMITED LIABILITY COMPANY. GENERAL CONTRACTOR SERVICES ARE PROVIDED BY TEPDB OPCO LLC, A DELAWARE LIMITED LIABILITY COMPANY. WE ACQUIRE THE REQUISITE LICENSES IN EACH STATE. ADDITIONAL INFORMATION CAN BE OBTAINED FROM THE COMPANY. TX COA # F-19415 March 18, 2025 SAFETY CLIMB LAYOUT 0 FIRST ISSUE SRP 03/18/25 0 NOTE: CONTRACTOR TO INSTALL MOUNT MODIFICATIONS PER THE MANUFACTURERS SPECIFICATION. MODIFICATIONS SHALL NOT OBSTRUCT, INTERFERE, OR BLOCK EXISTING SAFETY CLIMB SYSTEM. IF ANY OF THESE OCCURS DURING INSTALLATION CONTACT THE AMERICAN TOWER PMI INBOX PMI@AMERICANTOWER.COM SAFETY CLIMB LOCATION Co p y r i g h t © 20 2 5 A T C I P L L C , A l l R i g h t s R e s e r v e d . THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT THE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN TOWER. DESCRIPTIONREV.DATEBY ATC SITE NUMBER: ATC SITE NAME: SITE ADDRESS: ATC JOB NO: DRAWN BY: APPROVED BY: DATE DRAWN: SHEET NUMBER:REVISION: 309408 HWY 121-360 (CO-LOCATE) TX 3517 WILLIAM D TATE GRAPEVINE, TX 76051-7133 SRP RAL March 18, 2025 14865384_C9_04 R-901 TEP 326 TRYON ROAD RALEIGH, NC 27603 PHONE: (919) 661-6351 TEP JOB NO:51130.1075976 TEP IS A FAMILY OF COMPANIES LICENSED TO PROVIDE DIFFERENT SERVICES IN DIFFERENT JURISDICTIONS. DEPENDING ON THE JURISDICTION, PROFESSIONAL ENGINEERING AND LAND SURVEYING SERVICES ARE PROVIDED BY TEP OPCO LLC, A DELAWARE LIMITED LIABILITY COMPANY, TEP ENGINEERING, PLLC, A NORTH CAROLINA PROFESSIONAL LIMITED LIABILITY COMPANY, OR M&H ENGINEERING, PLLC, A NEW YORK PROFESSIONAL LIMITED LIABILITY COMPANY. GENERAL CONTRACTOR SERVICES ARE PROVIDED BY TEPDB OPCO LLC, A DELAWARE LIMITED LIABILITY COMPANY. WE ACQUIRE THE REQUISITE LICENSES IN EACH STATE. ADDITIONAL INFORMATION CAN BE OBTAINED FROM THE COMPANY. TX COA # F-19415 March 18, 2025 SUPPLEMENTAL 0 FIRST ISSUE SRP 03/18/25 0 COA: F-6274 ATC Tower Services, LLC -- 1 Fenton Main Street, Suite 300, Cary, NC 27511 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Structural Analysis Report Structure :100 ft Monopole ATC Asset Name :Hwy 121 - 360 (co-locate) ATC Asset Number :309408 Engineering Number :14865384_C3_03 Proposed Carrier :AT&T MOBILITY Carrier Site Name :HWY 121/360 Carrier Site Number :WSNTX0014327 Site Location :3517 William D Tate Grapevine, TX 76051-7133 32.8999° N, 97.0974° W County :Tarrant Date :November 6, 2024 Max Usage :43% Analysis Result :Pass Eng. Number 14865384_C3_03 November 6, 2024 Page 2 ATC Tower Services, LLC -- 1 Fenton Main Street, Suite 300, Cary, NC 27511 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Table of Contents Introduction ...........................................................................................................................................................................................3 Supporting Documents .........................................................................................................................................................................3 Analysis ...................................................................................................................................................................................................3 Conclusion ..............................................................................................................................................................................................3 Structure Usages ...................................................................................................................................................................................4 Maximum Reactions .............................................................................................................................................................................4 Tower Loading .......................................................................................................................................................................................5 Standard Conditions ............................................................................................................................................................... Attached Calculations.............................................................................................................................................................................. Attached Eng. Number 14865384_C3_03 November 6, 2024 Page 3 ATC Tower Services, LLC -- 1 Fenton Main Street, Suite 300, Cary, NC 27511 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Introduction The purpose of this report is to summarize results of a structural analysis performed on the 100 ft Monopole tower to reflect the change in loading by AT&T MOBILITY. Supporting Documents Tower:Valmont Order #11383-93, dated January 3, 1994 Foundation:Mapping By TEP Project #51130, dated December 20, 2013 Hunt & Joiner, Inc. Job #94064 dated May 12, 1994 Geotechnical:Reed Engineering Group Project #1886, dated May 19, 1994 Analysis The tower was analyzed using American Tower Corporation’s tower analysis software. This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed:90 mph (3-second gust) Basic Wind Speed w/ Ice:30 mph (3-second gust) w/ 0.75" radial ice concurrent Code(s):ANSI/TIA-222-G / 2006 IBC Structure Class:II Exposure Category:B Topographic Category:1 Crest Height:0 ft Spectral Response:Ss = 0.10, S1 = 0.05 Site Class:D - Stiff Soil - 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. If you have any questions or require additional information, please reach out to your American Tower contact. If you do not have an American Tower contact and have an Engineering question, please contact Engineering@americantower.com Please include the American Tower asset name, asset number, and engineering number in the subject line for any questions. Eng. Number 14865384_C3_03 November 6, 2024 Page 4 ATC Tower Services, LLC -- 1 Fenton Main Street, Suite 300, Cary, NC 27511 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Structure Usages Structural Component Usage Control Result Pole Shaft 32.2%1.2D + 1.6W Pass Serviceability Usage 15.9%1.0D + 1.0W Pass Base Plate @ 0.0 ft 26.6%Rods Pass Pier 42.8%Moment [Soil]Pass Maximum Reactions Foundation Moment (k-ft)Axial (k)Shear (k) Monopole Base 921.7 22.5 12.9 *Reactions shown reflect the results from the Load Case with maximum Moment Structure base reactions were analyzed using available geotechnical and foundation information. Eng. Number 14865384_C3_03 November 6, 2024 Page 5 ATC Tower Services, LLC -- 1 Fenton Main Street, Suite 300, Cary, NC 27511 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com AT&T MOBILITY Final Loading Elev (ft)Qty Equipment Lines 107.0 3 Ericsson AIR 6419 B77G - 1 Raycap DC6-48-60-18-8C-EV (Enclosure) 3 Commscope NNH4-65B-R6H4 3 Ericsson 4478 B12A 3 Ericsson RRUS 32 B30 (53 lbs) 3 Ericsson RRUS 4478 B14 (18.1" Height) 3 Ericsson RRUS 4478 B5 3 Ericsson Radio 4890HP 48B2/B25 4866 M01 3 Raycap DC6-48-60-0-8F (24" Height) 105.0 6 Commscope JAHH-65B-R3B-V3 (3) 0.39" (10mm) Fiber Trunk (6) 0.78" (19.7mm) 8 AWG 6 (2) 0.92" (23.4mm) Cable (3) 2" conduit (1) 3/8" (0.38"- 9.5mm) RET Control Cable (6) 7/8" Coax 103.0 3 Ericsson AIR 6449 n77D - 100.0 1 Platform w/ Handrails - Other Existing/Reserved Loading Elev (ft)Qty Equipment Lines Carrier 1 2' Std. Dish 2 Ericsson ANT2 0.6 HP 28 2 Ericsson MLTN28/2X 093T/64X99.0 6 Andrew HBX-6516DS-R2M -METRO PCS INC 95.0 3 Double Tee Mount -METRO PCS, INC. 1 Procom CXL 900-3LW74.0 1 Side Arm (1) 1/2" Coax SIGFOX S.A. 1 Harris MicroStar M/H 18 GHz70.0 1 Radio Waves HP2-18 (2) 0.405" (10.3mm) Coax FIBERTOWER (If table breaks across pages, please see previous page for data in merged cells) ATC Tower Services, LLC -- 3500 Regency Parkway, Suite 100, Cary, NC 27518 -- Office 919-468-0112 -- Fax 919-466-5414 -- www.americantower.com Standard Conditions All engineering services performed by ATC Tower Services, LLC are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following: •Information supplied by the client regarding antenna, mounts, and feed line loading •Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services, LLC It is the responsibility of the client to ensure that the information provided to ATC Tower Services, LLC and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates, and subsidiaries (collectively “American Tower”) are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services, LLC, all services will be performed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services, LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. Calculations © 2007 - 2022 by ATC LLC. All rights reserved.Model ID: 10344.0 Scenario ID: 341097.0 11/6/2024 15:11:56 ASSET:Hwy 121 - 360 (co-locate), 309408 CODE:ANSI/TIA-222-G CUSTOMER:AT&T MOBILITY PROJECT:14865384 ANALYSIS PARAMETERS Design Wind:90 mph Ice Wind:30 mph w/ 0.8" ice Service Wind:60 mph Structure Class:II Exposure:B Ss: 0.096 S1: 0.051 Topo Category: 1 Structure Height:100.0 ft Base Elevation:5.00 ft Structure Type: Taper Base Diameter:42.50 in Base Rotation:0.00°Taper:0.2310 (in/ft) GLOBAL BASE REACTIONS Load Case Moment (kip-ft) Axial (kip) Shear (kip) 1.2D + 1.6W 921.69 22.50 12.87 0.9D + 1.6W 916.71 16.87 12.86 1.2D + 1.0Di + 1.0Wi 89.90 34.34 1.22 (1.2 + 0.2Sds) * DL + E ELFM 60.05 21.74 0.73 (1.2 + 0.2Sds) * DL + E EMAM 84.17 21.74 0.94 (0.9 - 0.2Sds) * DL + E ELFM 59.70 15.66 0.73 (0.9 - 0.2Sds) * DL + E EMAM 83.65 15.66 0.94 1.0D + 1.0W 228.26 18.76 3.20 POLE SECTION PROPERTIES Section Length (ft) Flat Diameter (in)Thick (in) Joint Type Joint Length (in) Pole Shape Yield Strength (ksi)Top Bottom 1 52.000 30.51 42.50 0.375 0.00 12 Sides 65 2 52.917 20.06 32.26 0.312 Slip Joint 59.00 12 Sides 65 DISCRETE APPURTENANCE Elev (ft)Description 107.0 (3) Ericsson AIR 6419 B77G 105.0 (3) Ericsson RRUS 4478 B5 105.0 (3) Ericsson RRUS 32 B30 (53 lbs) 105.0 (3) Raycap DC6-48-60-0-8F (24" Height) 105.0 (3) Commscope NNH4-65B-R6H4 105.0 (3) Ericsson Radio 4890HP 48B2/B25 48 105.0 (3) Ericsson RRUS 4478 B14 (18.1" Heig 105.0 (1) Raycap DC6-48-60-18-8C-EV (Enclo 105.0 (6) Commscope JAHH-65B-R3B-V3 105.0 (3) Ericsson 4478 B12A 103.0 (3) Ericsson AIR 6449 n77D 100.0 (1) Flat Platform w/ Handrails 99.0 (1) Generic 2' Std. Dish 99.0 (2) Ericsson MLTN28/2X 093T/64X 99.0 (6) Andrew HBX-6516DS-R2M 99.0 (2) Ericsson ANT2 0.6 HP 28 95.0 (3) Double Tee Mount 74.0 (1) Round Side Arm 74.0 (1) Procom CXL 900-3LW 70.0 (1) Harris MicroStar M/H 18 GHz 70.0 (1) Radio Waves HP2-18 LINEAR APPURTENANCE Elev To (ft)Description DISH SERVICEABILITY Load Case Elevation (ft)Deflection (in)Rotation (°) 1.0D + 1.0W 70.0 2.8646 0.3919 1.0D + 1.0W 99.0 5.6203 0.4924 ASSET:309408, Hwy 121 - 360 (co-locate)CODE:ANSI/TIA-222-G CUSTOMER:AT&T MOBILITY PROJECT:14865384_C3_03 ANALYSIS PARAMETERS Location:Tarrant County,TX Height:100 ft Type and Shape:Taper, 12 Sides Base Diameter:42.50 in Manufacturer:Valmont Top Diameter:20.06 in Taper: 0.2310 in/ft Rotation: 0.000o ICE & WIND PARAMETERS Structure Class: II Design Wind Speed:90 mph Exposure Category:B Design Wind Speed w/ Ice:30 mph Topographic Category:1 Design Ice Thickness:0.75 in Crest Height:0 ft Service Wind Speed:60 mph SEISMIC PARAMETERS Analysis Method:Equivalent Modal Analysis & Equivalent Lateral Force Methods Site Class:D - Stiff Soil Period Based on Rayleigh Method (sec):1.39 TL (sec):12 P:1 Cs:0.039 Sds:0.102 Sd1:0.082 Cs Max:0.039 Ss:0.096 S1: 0.051 Cs Min:0.030 Fa:1.600 Fv: 2.400 LOAD CASES 1.2D + 1.6W 90 mph Wind with No Ice 0.9D + 1.6W 90 mph Wind with No Ice (Reduced DL) 1.2D + 1.0Di + 1.0Wi 30 mph Wind with 0.75" Radial Ice (1.2 + 0.2Sds) * DL + E EMAM Seismic (1.2 + 0.2Sds) * DL + E ELFM Seismic (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) 1.0D + 1.0W 60 mph Wind with No Ice ASSET:309408, Hwy 121 - 360 (co-locate)CODE:ANSI/TIA-222-G CUSTOMER:AT&T MOBILITY PROJECT:14865384_C3_03 SHAFT SECTION PROPERTIES Joint Len (in) Bottom Top Section Length (ft) Thick (in) Fy (ksi) Joint Type Weight (lb) Dia (in) Elev (ft) Area (in2) Ix (in4) W/t Ratio D/t Ratio Dia (in) Elev (ft) Area (in2) Ix (in4) W/t Ratio D/t Ratio Taper (in/ft) 1-12 52.00 0.3750 65 0.00 7,719 42.50 0.000 50.87 11,521.1 27.69 113.33 30.51 52.00 36.38 4,216.2 19.12 81.35 0.2307 2-12 52.92 0.3125 65 Slip 59.00 4,684 32.26 47.083 32.15 4,190.0 24.99 103.25 20.06 100.00 19.87 989.1 14.52 64.19 0.2307 Total Shaft Weight 12,403 DISCRETE APPURTENANCE PROPERTIES Attach Elev (ft)Description Qty Ka Vert Ecc (ft) No Ice Ice Weight (lb) EPAa (sf) Orientation Factor Weight (lb) EPAa (sf) Orientation Factor 107.00 Ericsson AIR 6419 B77G 3 0.75 0.000 66.10 3.797 0.65 159.87 5.070 0.65 105.00 Raycap DC6-48-60-0-8F (24" Hei 3 0.75 0.000 32.80 1.470 1.00 136.31 2.145 1.00 105.00 Ericsson RRUS 4478 B5 3 0.75 0.000 59.90 1.842 0.50 113.34 2.709 0.50 105.00 Commscope JAHH-65B-R3B-V3 6 0.75 0.000 63.30 9.113 0.69 258.84 11.794 0.69 105.00 Ericsson RRUS 4478 B14 (18.1" 3 0.75 0.000 59.40 2.021 0.67 118.71 2.933 0.67 105.00 Raycap DC6-48-60-18-8C-EV (Enc 1 0.75 0.000 16.00 2.687 1.00 97.04 3.791 1.00 105.00 Ericsson Radio 4890HP 48B2/B25 3 0.75 0.000 67.20 2.695 0.67 135.11 3.742 0.67 105.00 Ericsson RRUS 32 B30 (53 lbs)3 0.75 0.000 53.00 2.743 0.67 124.08 3.873 0.67 105.00 Commscope NNH4-65B-R6H4 3 0.75 0.000 83.30 12.271 0.64 326.15 14.981 0.64 105.00 Ericsson 4478 B12A 3 0.75 0.000 56.10 2.002 0.67 113.78 2.911 0.67 103.00 Ericsson AIR 6449 n77D 3 0.75 0.000 81.60 4.028 0.65 181.32 5.354 0.65 100.00 Flat Platform w/ Handrails 1 1.00 0.000 1750.00 34.250 1.00 2951.85 50.623 1.00 99.00 Ericsson MLTN28/2X 093T/64X 2 0.80 4.000 8.80 1.073 0.50 35.02 1.741 0.50 99.00 Ericsson ANT2 0.6 HP 28 2 1.00 4.000 25.80 4.688 1.00 120.00 5.916 1.00 99.00 Andrew HBX-6516DS-R2M 6 0.80 4.000 9.90 3.360 0.67 74.43 5.080 0.67 99.00 Generic 2' Std. Dish 1 1.00 4.000 14.00 5.228 1.00 67.42 6.720 1.00 95.00 Double Tee Mount 3 0.75 0.000 100.00 4.500 0.75 267.16 9.766 0.75 74.00 Procom CXL 900-3LW 1 1.00 0.000 1.50 0.130 1.00 6.52 0.795 1.00 74.00 Round Side Arm 1 1.00 0.000 150.00 5.200 1.00 218.57 7.747 1.00 70.00 Harris MicroStar M/H 18 GHz 1 1.00 0.000 18.70 1.408 1.00 47.83 2.138 1.00 70.00 Radio Waves HP2-18 1 1.00 0.000 27.00 3.960 1.00 104.45 5.052 1.00 Totals Row Count: 21 53 4,463.80 10,830.83 LINEAR APPURTENANCE PROPERTIES Load Case Azimuth (deg): 0.00 Elev From (ft) Elev To (ft)Qty Description Diameter (in) Weight (lb/ft)Flat Max/ Row Distance Between Rows(in) Distance Between Cols(in) Azimuth (deg) Distance From Face (in) Exposed To Wind Carrier 0.00 105.00 6 0.78" (19.7mm) 8 AWG 0.78 0.59 N 0 0 0 0 0 N AT&T MOBILITY 0.00 105.00 6 7/8" Coax 1.09 0.33 N 0 0 0 0 0 N AT&T MOBILITY 0.00 105.00 3 0.39" (10mm) Fiber Tr 0.39 0.06 N 0 0 0 0 0 N AT&T MOBILITY 0.00 105.00 3 2" conduit 2.38 3.65 N 0 0 0 0 0 N AT&T MOBILITY 0.00 105.00 2 0.92" (23.4mm) Cable 0.92 0.89 N 0 0 0 0 0 N AT&T MOBILITY 0.00 105.00 1 3/8" (0.38"- 9.5mm) R 0.38 0.23 N 0 0 0 0 0 N AT&T MOBILITY 0.00 74.00 1 1/2" Coax 0.63 0.15 N 0 0 0 0 0 N SIGFOX S.A. 0.00 70.00 2 0.405" (10.3mm) Coax 0.41 0.11 N 0 0 0 0 0 N FIBERTOWER ASSET:309408, Hwy 121 - 360 (co-locate)CODE:ANSI/TIA-222-G CUSTOMER:AT&T MOBILITY PROJECT:14865384_C3_03 SEGMENT PROPERTIES Seg Top Elev (ft)Description (Max Length: 5 ft) Thick (in) Flat Dia (in) Area (in2) Ix (in4) W/t Ratio D/t Ratio F'y (ksi) S (in3) Z (in3) Weight (lb) 0.00 0.3750 42.500 50.866 11,521.10 27.69 113.33 74.5 523.7 0.0 0.0 5.00 0.3750 41.347 49.473 10,600.50 26.86 110.26 75.4 495.3 0.0 853.6 10.00 0.3750 40.193 48.081 9,730.30 26.04 107.18 76.3 467.7 0.0 829.9 15.00 0.3750 39.040 46.688 8,909.10 25.22 104.11 77.2 440.9 0.0 806.2 20.00 0.3750 37.887 45.296 8,135.50 24.39 101.03 78.1 414.8 0.0 782.5 25.00 0.3750 36.734 43.903 7,408.00 23.57 97.96 79 389.6 0.0 758.8 30.00 0.3750 35.580 42.511 6,725.20 22.74 94.88 79.9 365.1 0.0 735.1 35.00 0.3750 34.427 41.118 6,085.70 21.92 91.81 80.8 341.5 0.0 711.4 40.00 0.3750 33.274 39.726 5,488.10 21.10 88.73 81.7 318.6 0.0 687.7 45.00 0.3750 32.121 38.333 4,930.90 20.27 85.66 81.9 296.6 0.0 664.0 47.08 Bot - Section 2 0.3750 31.640 37.753 4,710.40 19.93 84.37 81.9 287.6 0.0 269.7 50.00 0.3750 30.967 36.940 4,412.80 19.45 82.58 81.9 275.3 0.0 686.4 52.00 Top - Section 1 0.3125 31.131 31.011 3,759.50 24.01 99.62 78.5 233.3 0.0 462.1 55.00 0.3125 30.439 30.315 3,512.00 23.42 97.41 79.2 222.9 0.0 313.0 60.00 0.3125 29.286 29.155 3,123.90 22.43 93.72 80.2 206.1 0.0 505.9 65.00 0.3125 28.133 27.994 2,765.50 21.44 90.02 81.3 189.9 0.0 486.2 70.00 0.3125 26.979 26.834 2,435.60 20.45 86.33 81.9 174.4 0.0 466.4 74.00 0.3125 26.057 25.905 2,191.50 19.66 83.38 81.9 162.5 0.0 358.9 75.00 0.3125 25.826 25.673 2,133.10 19.46 82.64 81.9 159.6 0.0 87.8 80.00 0.3125 24.673 24.513 1,856.70 18.48 78.95 81.9 145.4 0.0 426.9 85.00 0.3125 23.520 23.352 1,605.30 17.49 75.26 81.9 131.9 0.0 407.2 90.00 0.3125 22.366 22.192 1,377.70 16.50 71.57 81.9 119.0 0.0 387.4 95.00 0.3125 21.213 21.031 1,172.70 15.51 67.88 81.9 106.8 0.0 367.7 99.00 0.3125 20.291 20.103 1,024.10 14.72 64.93 81.9 97.5 0.0 279.9 100.00 0.3125 20.060 19.871 989.10 14.52 64.19 81.9 95.3 0.0 68.0 Total:12,402.7 CALCULATED FORCES Load Case: 1.2D + 1.6W 90 mph Wind with No Ice 19 Iterations Gust Response Factor:1.10 Wind Importance Factor 1.00 Dead load Factor:1.20 Wind Load Factor:1.60 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -22.50 -12.87 0 -921.69 0.00 921.69 3,411.33 1,705.66 5,926.34 2,926.80 0 0 0.322 5.00 -21.34 -12.48 0 -857.35 0.00 857.35 3,357.95 1,678.98 5,672.50 2,801.44 0.06 -0.11 0.312 10.00 -20.20 -12.09 0 -794.97 0.00 794.97 3,302.33 1,651.16 5,420.09 2,676.78 0.23 -0.22 0.303 15.00 -19.10 -11.71 0 -734.52 0.00 734.52 3,244.45 1,622.22 5,169.42 2,552.98 0.53 -0.33 0.294 20.00 -18.03 -11.35 0 -675.94 0.00 675.94 3,184.31 1,592.16 4,920.83 2,430.21 0.93 -0.45 0.284 25.00 -16.99 -10.98 0 -619.21 0.00 619.21 3,121.93 1,560.96 4,674.64 2,308.63 1.46 -0.56 0.274 30.00 -15.97 -10.61 0 -564.30 0.00 564.30 3,057.29 1,528.65 4,431.17 2,188.39 2.11 -0.67 0.263 35.00 -14.99 -10.24 0 -511.23 0.00 511.23 2,990.40 1,495.20 4,190.74 2,069.65 2.87 -0.79 0.252 40.00 -14.04 -9.86 0 -460.04 0.00 460.04 2,921.26 1,460.63 3,953.69 1,952.58 3.76 -0.9 0.240 45.00 -13.12 -9.59 0 -410.72 0.00 410.72 2,825.52 1,412.76 3,688.56 1,821.64 4.76 -1.01 0.230 47.08 -12.74 -9.40 0 -390.75 0.00 390.75 2,782.76 1,391.38 3,577.10 1,766.60 5.21 -1.06 0.226 50.00 -11.84 -9.20 0 -363.33 0.00 363.33 2,722.88 1,361.44 3,423.93 1,690.95 5.88 -1.13 0.219 52.00 -11.24 -9.00 0 -344.93 0.00 344.93 2,191.63 1,095.81 2,782.10 1,373.97 6.36 -1.17 0.256 55.00 -10.79 -8.70 0 -317.92 0.00 317.92 2,160.08 1,080.04 2,679.86 1,323.48 7.12 -1.24 0.245 60.00 -10.06 -8.32 0 -274.41 0.00 274.41 2,105.69 1,052.84 2,511.36 1,240.26 8.49 -1.36 0.226 65.00 -9.35 -7.95 0 -232.79 0.00 232.79 2,049.05 1,024.52 2,345.49 1,158.35 9.97 -1.47 0.206 70.00 -8.63 -7.44 0 -193.04 0.00 193.04 1,977.91 988.95 2,169.17 1,071.27 11.58 -1.58 0.185 74.00 -7.93 -7.08 0 -163.26 0.00 163.26 1,909.48 954.74 2,020.83 998.01 12.94 -1.67 0.168 75.00 -7.80 -6.87 0 -156.18 0.00 156.18 1,892.37 946.19 1,984.57 980.10 13.29 -1.69 0.164 80.00 -7.18 -6.52 0 -121.83 0.00 121.83 1,806.83 903.42 1,808.18 892.99 15.11 -1.78 0.140 85.00 -6.58 -6.17 0 -89.25 0.00 89.25 1,721.30 860.65 1,640.00 809.93 17.02 -1.86 0.114 90.00 -6.01 -5.83 0 -58.41 0.00 58.41 1,635.76 817.88 1,480.02 730.93 19.01 -1.93 0.084 95.00 -5.11 -5.26 0 -29.27 0.00 29.27 1,550.22 775.11 1,328.26 655.98 21.05 -1.97 0.048 99.00 -4.55 -4.16 0 -4.56 0.00 4.56 1,481.79 740.90 1,212.76 598.94 22.72 -1.99 0.011 100.00 0.00 -4.00 0 -0.39 0.00 0.39 1,464.68 732.34 1,184.70 585.08 23.13 -1.99 0.001 ASSET:309408, Hwy 121 - 360 (co-locate)CODE:ANSI/TIA-222-G CUSTOMER:AT&T MOBILITY PROJECT:14865384_C3_03 CALCULATED FORCES Load Case: 0.9D + 1.6W 90 mph Wind with No Ice (Reduced DL)19 Iterations Gust Response Factor:1.10 Wind Importance Factor 1.00 Dead load Factor:0.90 Wind Load Factor:1.60 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -16.87 -12.86 0 -916.71 0.00 916.71 3,411.33 1,705.66 5,926.34 2,926.80 0 0 0.318 5.00 -15.99 -12.46 0 -852.39 0.00 852.39 3,357.95 1,678.98 5,672.50 2,801.44 0.06 -0.11 0.309 10.00 -15.14 -12.07 0 -790.09 0.00 790.09 3,302.33 1,651.16 5,420.09 2,676.78 0.23 -0.22 0.300 15.00 -14.31 -11.68 0 -729.76 0.00 729.76 3,244.45 1,622.22 5,169.42 2,552.98 0.52 -0.33 0.290 20.00 -13.50 -11.31 0 -671.36 0.00 671.36 3,184.31 1,592.16 4,920.83 2,430.21 0.93 -0.44 0.281 25.00 -12.71 -10.94 0 -614.83 0.00 614.83 3,121.93 1,560.96 4,674.64 2,308.63 1.45 -0.55 0.270 30.00 -11.95 -10.56 0 -560.15 0.00 560.15 3,057.29 1,528.65 4,431.17 2,188.39 2.1 -0.67 0.260 35.00 -11.21 -10.18 0 -507.35 0.00 507.35 2,990.40 1,495.20 4,190.74 2,069.65 2.86 -0.78 0.249 40.00 -10.49 -9.80 0 -456.43 0.00 456.43 2,921.26 1,460.63 3,953.69 1,952.58 3.73 -0.89 0.237 45.00 -9.80 -9.53 0 -407.42 0.00 407.42 2,825.52 1,412.76 3,688.56 1,821.64 4.73 -1.01 0.227 47.08 -9.51 -9.34 0 -387.57 0.00 387.57 2,782.76 1,391.38 3,577.10 1,766.60 5.18 -1.05 0.223 50.00 -8.84 -9.14 0 -360.34 0.00 360.34 2,722.88 1,361.44 3,423.93 1,690.95 5.84 -1.12 0.216 52.00 -8.38 -8.94 0 -342.06 0.00 342.06 2,191.63 1,095.81 2,782.10 1,373.97 6.32 -1.16 0.253 55.00 -8.04 -8.64 0 -315.24 0.00 315.24 2,160.08 1,080.04 2,679.86 1,323.48 7.08 -1.23 0.242 60.00 -7.49 -8.26 0 -272.05 0.00 272.05 2,105.69 1,052.84 2,511.36 1,240.26 8.43 -1.35 0.223 65.00 -6.97 -7.88 0 -230.75 0.00 230.75 2,049.05 1,024.52 2,345.49 1,158.35 9.9 -1.46 0.203 70.00 -6.42 -7.38 0 -191.33 0.00 191.33 1,977.91 988.95 2,169.17 1,071.27 11.5 -1.57 0.182 74.00 -5.90 -7.02 0 -161.81 0.00 161.81 1,909.48 954.74 2,020.83 998.01 12.85 -1.66 0.165 75.00 -5.80 -6.81 0 -154.79 0.00 154.79 1,892.37 946.19 1,984.57 980.10 13.2 -1.68 0.161 80.00 -5.33 -6.46 0 -120.74 0.00 120.74 1,806.83 903.42 1,808.18 892.99 15.01 -1.77 0.138 85.00 -4.89 -6.11 0 -88.47 0.00 88.47 1,721.30 860.65 1,640.00 809.93 16.9 -1.85 0.112 90.00 -4.46 -5.77 0 -57.91 0.00 57.91 1,635.76 817.88 1,480.02 730.93 18.87 -1.91 0.082 95.00 -3.79 -5.21 0 -29.04 0.00 29.04 1,550.22 775.11 1,328.26 655.98 20.9 -1.96 0.047 99.00 -3.38 -4.12 0 -4.52 0.00 4.52 1,481.79 740.90 1,212.76 598.94 22.55 -1.98 0.010 100.00 0.00 -4.00 0 -0.39 0.00 0.39 1,464.68 732.34 1,184.70 585.08 22.97 -1.98 0.001 ASSET:309408, Hwy 121 - 360 (co-locate)CODE:ANSI/TIA-222-G CUSTOMER:AT&T MOBILITY PROJECT:14865384_C3_03 CALCULATED FORCES Load Case: 1.2D + 1.0Di + 1.0Wi 30 mph Wind with 0.75" Radial Ice 17 Iterations Gust Response Factor:1.10 Ice Dead Load Factor 1.00 Wind Importance Factor 1.00 Dead load Factor:1.20 Ice Importance Factor 1.00 Wind Load Factor:1.00 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -34.34 -1.22 0 -89.90 0.00 89.90 3,411.33 1,705.66 5,926.34 2,926.80 0 0 0.041 5.00 -32.84 -1.18 0 -83.81 0.00 83.81 3,357.95 1,678.98 5,672.50 2,801.44 0.01 -0.01 0.040 10.00 -31.36 -1.15 0 -77.89 0.00 77.89 3,302.33 1,651.16 5,420.09 2,676.78 0.02 -0.02 0.039 15.00 -29.91 -1.12 0 -72.13 0.00 72.13 3,244.45 1,622.22 5,169.42 2,552.98 0.05 -0.03 0.037 20.00 -28.49 -1.09 0 -66.53 0.00 66.53 3,184.31 1,592.16 4,920.83 2,430.21 0.09 -0.04 0.036 25.00 -27.10 -1.06 0 -61.08 0.00 61.08 3,121.93 1,560.96 4,674.64 2,308.63 0.14 -0.05 0.035 30.00 -25.75 -1.03 0 -55.78 0.00 55.78 3,057.29 1,528.65 4,431.17 2,188.39 0.21 -0.07 0.034 35.00 -24.43 -1.00 0 -50.64 0.00 50.64 2,990.40 1,495.20 4,190.74 2,069.65 0.28 -0.08 0.033 40.00 -23.14 -0.96 0 -45.67 0.00 45.67 2,921.26 1,460.63 3,953.69 1,952.58 0.37 -0.09 0.031 45.00 -21.89 -0.94 0 -40.85 0.00 40.85 2,825.52 1,412.76 3,688.56 1,821.64 0.47 -0.1 0.030 47.08 -21.38 -0.92 0 -38.90 0.00 38.90 2,782.76 1,391.38 3,577.10 1,766.60 0.51 -0.1 0.030 50.00 -20.29 -0.90 0 -36.21 0.00 36.21 2,722.88 1,361.44 3,423.93 1,690.95 0.58 -0.11 0.029 52.00 -19.56 -0.89 0 -34.40 0.00 34.40 2,191.63 1,095.81 2,782.10 1,373.97 0.63 -0.12 0.034 55.00 -18.92 -0.86 0 -31.74 0.00 31.74 2,160.08 1,080.04 2,679.86 1,323.48 0.7 -0.12 0.033 60.00 -17.87 -0.83 0 -27.44 0.00 27.44 2,105.69 1,052.84 2,511.36 1,240.26 0.84 -0.13 0.031 65.00 -16.87 -0.79 0 -23.31 0.00 23.31 2,049.05 1,024.52 2,345.49 1,158.35 0.98 -0.15 0.028 70.00 -15.75 -0.75 0 -19.35 0.00 19.35 1,977.91 988.95 2,169.17 1,071.27 1.14 -0.16 0.026 74.00 -14.75 -0.71 0 -16.37 0.00 16.37 1,909.48 954.74 2,020.83 998.01 1.28 -0.17 0.024 75.00 -14.56 -0.69 0 -15.66 0.00 15.66 1,892.37 946.19 1,984.57 980.10 1.31 -0.17 0.024 80.00 -13.66 -0.66 0 -12.22 0.00 12.22 1,806.83 903.42 1,808.18 892.99 1.49 -0.18 0.021 85.00 -12.79 -0.62 0 -8.94 0.00 8.94 1,721.30 860.65 1,640.00 809.93 1.68 -0.18 0.018 90.00 -11.95 -0.59 0 -5.83 0.00 5.83 1,635.76 817.88 1,480.02 730.93 1.88 -0.19 0.015 95.00 -10.37 -0.52 0 -2.88 0.00 2.88 1,550.22 775.11 1,328.26 655.98 2.08 -0.2 0.011 99.00 -9.00 -0.41 0 -0.45 0.00 0.45 1,481.79 740.90 1,212.76 598.94 2.25 -0.2 0.007 100.00 0.00 -0.38 0 -0.04 0.00 0.04 1,464.68 732.34 1,184.70 585.08 2.29 -0.2 0.000 ASSET:309408, Hwy 121 - 360 (co-locate)CODE:ANSI/TIA-222-G CUSTOMER:AT&T MOBILITY PROJECT:14865384_C3_03 CALCULATED FORCES Load Case: 1.0D + 1.0W 60 mph Wind with No Ice 18 Iterations Gust Response Factor:1.10 Wind Importance Factor 1.00 Dead load Factor:1.00 Wind Load Factor:1.00 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (ft-kips) Mu MX (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (ft-kips) Phi Mn (ft-kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -18.76 -3.20 0 -228.26 0.00 228.26 3,411.33 1,705.66 5,926.34 2,926.80 0 0 0.083 5.00 -17.81 -3.10 0 -212.28 0.00 212.28 3,357.95 1,678.98 5,672.50 2,801.44 0.01 -0.03 0.081 10.00 -16.88 -3.00 0 -196.79 0.00 196.79 3,302.33 1,651.16 5,420.09 2,676.78 0.06 -0.05 0.079 15.00 -15.98 -2.91 0 -181.79 0.00 181.79 3,244.45 1,622.22 5,169.42 2,552.98 0.13 -0.08 0.076 20.00 -15.10 -2.81 0 -167.26 0.00 167.26 3,184.31 1,592.16 4,920.83 2,430.21 0.23 -0.11 0.074 25.00 -14.25 -2.72 0 -153.19 0.00 153.19 3,121.93 1,560.96 4,674.64 2,308.63 0.36 -0.14 0.071 30.00 -13.41 -2.63 0 -139.59 0.00 139.59 3,057.29 1,528.65 4,431.17 2,188.39 0.52 -0.17 0.068 35.00 -12.61 -2.54 0 -126.44 0.00 126.44 2,990.40 1,495.20 4,190.74 2,069.65 0.71 -0.19 0.065 40.00 -11.82 -2.44 0 -113.76 0.00 113.76 2,921.26 1,460.63 3,953.69 1,952.58 0.93 -0.22 0.062 45.00 -11.06 -2.37 0 -101.56 0.00 101.56 2,825.52 1,412.76 3,688.56 1,821.64 1.18 -0.25 0.060 47.08 -10.75 -2.33 0 -96.61 0.00 96.61 2,782.76 1,391.38 3,577.10 1,766.60 1.29 -0.26 0.059 50.00 -10.01 -2.28 0 -89.83 0.00 89.83 2,722.88 1,361.44 3,423.93 1,690.95 1.46 -0.28 0.057 52.00 -9.51 -2.23 0 -85.28 0.00 85.28 2,191.63 1,095.81 2,782.10 1,373.97 1.57 -0.29 0.066 55.00 -9.14 -2.15 0 -78.59 0.00 78.59 2,160.08 1,080.04 2,679.86 1,323.48 1.76 -0.31 0.064 60.00 -8.54 -2.06 0 -67.83 0.00 67.83 2,105.69 1,052.84 2,511.36 1,240.26 2.1 -0.34 0.059 65.00 -7.96 -1.97 0 -57.54 0.00 57.54 2,049.05 1,024.52 2,345.49 1,158.35 2.47 -0.36 0.054 70.00 -7.35 -1.84 0 -47.71 0.00 47.71 1,977.91 988.95 2,169.17 1,071.27 2.86 -0.39 0.048 74.00 -6.76 -1.75 0 -40.35 0.00 40.35 1,909.48 954.74 2,020.83 998.01 3.2 -0.41 0.044 75.00 -6.66 -1.70 0 -38.60 0.00 38.60 1,892.37 946.19 1,984.57 980.10 3.29 -0.42 0.043 80.00 -6.14 -1.61 0 -30.11 0.00 30.11 1,806.83 903.42 1,808.18 892.99 3.74 -0.44 0.037 85.00 -5.64 -1.52 0 -22.06 0.00 22.06 1,721.30 860.65 1,640.00 809.93 4.21 -0.46 0.031 90.00 -5.16 -1.44 0 -14.44 0.00 14.44 1,635.76 817.88 1,480.02 730.93 4.7 -0.48 0.023 95.00 -4.40 -1.30 0 -7.24 0.00 7.24 1,550.22 775.11 1,328.26 655.98 5.21 -0.49 0.014 99.00 -3.90 -1.03 0 -1.13 0.00 1.13 1,481.79 740.90 1,212.76 598.94 5.62 -0.49 0.005 100.00 0.00 -1.00 0 -0.10 0.00 0.10 1,464.68 732.34 1,184.70 585.08 5.72 -0.49 0.000 ASSET:309408, Hwy 121 - 360 (co-locate)CODE:ANSI/TIA-222-G CUSTOMER:AT&T MOBILITY PROJECT:14865384_C3_03 EQUIVALENT LATERAL FORCES METHOD ANALYSIS (Based on ASCE7-10 Chapters 11, 12 and 15) Spectral Response Acceleration for Short Period (SS): 0.096 Spectral Response Acceleration at 1.0 Second Period (S1):0.051 Long-Period Transition Period (TL – Seconds):12 Importance Factor (Ie):1.000 Site Coefficient Fa:1.600 Site Coefficient Fv:2.400 Response Modification Coefficient (R):1.500 Design Spectral Response Acceleration at Short Period (Sds):0.102 Design Spectral Response Acceleration at 1.0 Second Period (Sd1):0.082 Seismic Response Coefficient (Cs):0.039 Upper Limit CS:0.039 Lower Limit CS:0.030 Period based on Rayleigh Method (sec):1.390 Redundancy Factor (p):1.000 Seismic Force Distribution Exponent (k):1.450 Total Unfactored Dead Load:18.760 k Seismic Base Shear (E):0.730 k SEISMIC FORCES (1.2 + 0.2Sds) * DL + E ELFM Seismic Segment Height Above Base (ft) Weight (lb) Wz (lb-ft)Cvx Horizontal Force (lb) Vertical Force (lb) 24 99.5 87 67 0.009 7 106 23 97 355 265 0.037 27 433 22 92.5 461 322 0.045 33 563 21 87.5 481 310 0.043 32 587 20 82.5 500 296 0.041 30 611 19 77.5 520 281 0.039 29 635 18 74.5 106 54 0.008 6 130 17 72 434 211 0.029 21 530 16 67.5 562 249 0.035 25 685 15 62.5 581 230 0.032 23 709 14 57.5 601 211 0.029 21 734 13 53.5 370 117 0.016 12 452 12 51 500 148 0.020 15 610 11 48.5417 742 204 0.028 21 905 10 46.0417 309 79 0.011 8 378 9 42.5 759 172 0.024 18 927 8 37.5 783 148 0.021 15 955 7 32.5 807 124 0.017 13 984 6 27.5 830 100 0.014 10 1,013 5 22.5 854 77 0.011 8 1,042 4 17.5 878 55 0.008 6 1,071 3 12.5 901 35 0.005 4 1,100 2 7.5 925 17 0.002 2 1,129 1 2.5 949 4 0.000 0 1,158 Ericsson AIR 6419 B77G 100 198 155 0.022 16 242 Raycap DC6-48-60-0-8F (24" Height)100 98 77 0.011 8 120 Ericsson RRUS 4478 B5 100 180 140 0.020 14 219 Ericsson 4478 B12A 100 168 132 0.018 13 205 Ericsson RRUS 4478 B14 (18.1" Height)100 178 139 0.019 14 217 Raycap DC6-48-60-18-8C-EV (Enclosure)100 16 13 0.002 1 20 Ericsson Radio 4890HP 48B2/B25 4866 M01 100 202 158 0.022 16 246 Ericsson RRUS 32 B30 (53 lbs)100 159 124 0.017 13 194 Commscope JAHH-65B-R3B-V3 100 380 297 0.041 30 464 Commscope NNH4-65B-R6H4 100 250 195 0.027 20 305 Ericsson AIR 6449 n77D 100 245 191 0.027 19 299 Flat Platform w/ Handrails 100 1,750 1,368 0.190 139 2,136 Ericsson MLTN28/2X 093T/64X 99 18 14 0.002 1 21 Andrew HBX-6516DS-R2M 99 59 46 0.006 5 72 Ericsson ANT2 0.6 HP 28 99 52 40 0.006 4 63 ASSET:309408, Hwy 121 - 360 (co-locate)CODE:ANSI/TIA-222-G CUSTOMER:AT&T MOBILITY PROJECT:14865384_C3_03 Generic 2' Std. Dish 99 14 11 0.002 1 17 Double Tee Mount 95 300 218 0.030 22 366 Procom CXL 900-3LW 74 2 1 0.000 0 2 Round Side Arm 74 150 76 0.010 8 183 Harris MicroStar M/H 18 GHz 70 19 9 0.001 1 23 Radio Waves HP2-18 70 27 13 0.002 1 33 Totals:18,759 7,192 1.000 733 22,895 SEISMIC FORCES (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Segment Height Above Base (ft) Weight (lb) Wz (lb-ft)Cvx Horizontal Force (lb) Vertical Force (lb) 24 99.5 87 67 0.009 7 76 23 97 355 265 0.037 27 312 22 92.5 461 322 0.045 33 405 21 87.5 481 310 0.043 32 423 20 82.5 500 296 0.041 30 440 19 77.5 520 281 0.039 29 458 18 74.5 106 54 0.008 6 94 17 72 434 211 0.029 21 382 16 67.5 562 249 0.035 25 494 15 62.5 581 230 0.032 23 511 14 57.5 601 211 0.029 21 529 13 53.5 370 117 0.016 12 326 12 51 500 148 0.020 15 440 11 48.5417 742 204 0.028 21 653 10 46.0417 309 79 0.011 8 272 9 42.5 759 172 0.024 18 668 8 37.5 783 148 0.021 15 689 7 32.5 807 124 0.017 13 709 6 27.5 830 100 0.014 10 730 5 22.5 854 77 0.011 8 751 4 17.5 878 55 0.008 6 772 3 12.5 901 35 0.005 4 793 2 7.5 925 17 0.002 2 814 1 2.5 949 4 0.000 0 834 Ericsson AIR 6419 B77G 100 198 155 0.022 16 174 Raycap DC6-48-60-0-8F (24" Height)100 98 77 0.011 8 87 Ericsson RRUS 4478 B5 100 180 140 0.020 14 158 Ericsson 4478 B12A 100 168 132 0.018 13 148 Ericsson RRUS 4478 B14 (18.1" Height)100 178 139 0.019 14 157 Raycap DC6-48-60-18-8C-EV (Enclosure)100 16 13 0.002 1 14 Ericsson Radio 4890HP 48B2/B25 4866 M01 100 202 158 0.022 16 177 Ericsson RRUS 32 B30 (53 lbs)100 159 124 0.017 13 140 Commscope JAHH-65B-R3B-V3 100 380 297 0.041 30 334 Commscope NNH4-65B-R6H4 100 250 195 0.027 20 220 Ericsson AIR 6449 n77D 100 245 191 0.027 19 215 Flat Platform w/ Handrails 100 1,750 1,368 0.190 139 1,539 Ericsson MLTN28/2X 093T/64X 99 18 14 0.002 1 15 Andrew HBX-6516DS-R2M 99 59 46 0.006 5 52 Ericsson ANT2 0.6 HP 28 99 52 40 0.006 4 45 Generic 2' Std. Dish 99 14 11 0.002 1 12 Double Tee Mount 95 300 218 0.030 22 264 Procom CXL 900-3LW 74 2 1 0.000 0 1 Round Side Arm 74 150 76 0.010 8 132 Harris MicroStar M/H 18 GHz 70 19 9 0.001 1 16 Radio Waves HP2-18 70 27 13 0.002 1 24 Totals:18,759 7,192 1.000 733 16,499 (1.2 + 0.2Sds) * DL + E ELFM Seismic CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -21.74 -0.73 0.00 -60.05 0.00 60.05 3,411.33 1,705.66 5,926 2,926.80 0.00 0.00 0.03 ASSET:309408, Hwy 121 - 360 (co-locate)CODE:ANSI/TIA-222-G CUSTOMER:AT&T MOBILITY PROJECT:14865384_C3_03 CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 5.00 -20.61 -0.73 0.00 -56.39 0.00 56.39 3,357.95 1,678.98 5,672 2,801.44 0.00 -0.01 0.03 10.00 -19.51 -0.73 0.00 -52.72 0.00 52.72 3,302.33 1,651.16 5,420 2,676.78 0.02 -0.01 0.03 15.00 -18.44 -0.73 0.00 -49.05 0.00 49.05 3,244.45 1,622.22 5,169 2,552.98 0.03 -0.02 0.03 20.00 -17.39 -0.72 0.00 -45.41 0.00 45.41 3,184.31 1,592.16 4,921 2,430.21 0.06 -0.03 0.02 25.00 -16.38 -0.71 0.00 -41.79 0.00 41.79 3,121.93 1,560.96 4,675 2,308.63 0.10 -0.04 0.02 30.00 -15.40 -0.70 0.00 -38.22 0.00 38.22 3,057.29 1,528.65 4,431 2,188.39 0.14 -0.04 0.02 35.00 -14.44 -0.69 0.00 -34.70 0.00 34.70 2,990.40 1,495.20 4,191 2,069.65 0.19 -0.05 0.02 40.00 -13.51 -0.67 0.00 -31.26 0.00 31.26 2,921.26 1,460.63 3,954 1,952.58 0.25 -0.06 0.02 45.00 -13.14 -0.67 0.00 -27.90 0.00 27.90 2,825.52 1,412.76 3,689 1,821.64 0.32 -0.07 0.02 47.08 -12.23 -0.64 0.00 -26.51 0.00 26.51 2,782.76 1,391.38 3,577 1,766.60 0.35 -0.07 0.02 50.00 -11.62 -0.63 0.00 -24.63 0.00 24.63 2,722.88 1,361.44 3,424 1,690.95 0.39 -0.08 0.02 52.00 -11.17 -0.62 0.00 -23.37 0.00 23.37 2,191.63 1,095.81 2,782 1,373.97 0.42 -0.08 0.02 55.00 -10.44 -0.60 0.00 -21.52 0.00 21.52 2,160.08 1,080.04 2,680 1,323.48 0.48 -0.08 0.02 60.00 -9.73 -0.57 0.00 -18.54 0.00 18.54 2,105.69 1,052.84 2,511 1,240.26 0.57 -0.09 0.02 65.00 -9.04 -0.55 0.00 -15.67 0.00 15.67 2,049.05 1,024.52 2,345 1,158.35 0.67 -0.10 0.02 70.00 -8.45 -0.52 0.00 -12.93 0.00 12.93 1,977.91 988.95 2,169 1,071.27 0.78 -0.11 0.02 74.00 -8.14 -0.51 0.00 -10.84 0.00 10.84 1,909.48 954.74 2,021 998.01 0.87 -0.11 0.02 75.00 -7.51 -0.48 0.00 -10.33 0.00 10.33 1,892.37 946.19 1,985 980.10 0.89 -0.11 0.02 80.00 -6.89 -0.45 0.00 -7.92 0.00 7.92 1,806.83 903.42 1,808 892.99 1.01 -0.12 0.01 85.00 -6.31 -0.42 0.00 -5.67 0.00 5.67 1,721.30 860.65 1,640 809.93 1.14 -0.12 0.01 90.00 -5.74 -0.38 0.00 -3.57 0.00 3.57 1,635.76 817.88 1,480 730.93 1.27 -0.13 0.01 95.00 -4.95 -0.33 0.00 -1.65 0.00 1.65 1,550.22 775.11 1,328 655.98 1.41 -0.13 0.01 99.00 -4.67 -0.32 0.00 -0.32 0.00 0.32 1,481.79 740.90 1,213 598.94 1.52 -0.13 0.00 100.00 0.00 -0.30 0.00 0.00 0.00 0.00 1,464.68 732.34 1,185 585.08 1.55 -0.13 0.00 (1.2 + 0.2Sds) * DL + E EMAM Seismic CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -21.74 -0.94 0.00 -84.17 0.00 84.17 3,411.33 1,705.66 5,926 2,926.80 0.00 0.00 0.04 5.00 -20.61 -0.94 0.00 -79.47 0.00 79.47 3,357.95 1,678.98 5,672 2,801.44 0.01 -0.01 0.04 10.00 -19.51 -0.93 0.00 -74.77 0.00 74.77 3,302.33 1,651.16 5,420 2,676.78 0.02 -0.02 0.03 15.00 -18.44 -0.93 0.00 -70.10 0.00 70.10 3,244.45 1,622.22 5,169 2,552.98 0.05 -0.03 0.03 20.00 -17.39 -0.92 0.00 -65.46 0.00 65.46 3,184.31 1,592.16 4,921 2,430.21 0.09 -0.04 0.03 25.00 -16.38 -0.91 0.00 -60.86 0.00 60.86 3,121.93 1,560.96 4,675 2,308.63 0.14 -0.05 0.03 30.00 -15.40 -0.90 0.00 -56.30 0.00 56.30 3,057.29 1,528.65 4,431 2,188.39 0.20 -0.06 0.03 35.00 -14.44 -0.89 0.00 -51.79 0.00 51.79 2,990.40 1,495.20 4,191 2,069.65 0.27 -0.08 0.03 40.00 -13.51 -0.88 0.00 -47.33 0.00 47.33 2,921.26 1,460.63 3,954 1,952.58 0.36 -0.09 0.03 45.00 -13.14 -0.88 0.00 -42.93 0.00 42.93 2,825.52 1,412.76 3,689 1,821.64 0.45 -0.10 0.03 47.08 -12.23 -0.86 0.00 -41.11 0.00 41.11 2,782.76 1,391.38 3,577 1,766.60 0.50 -0.10 0.03 50.00 -11.62 -0.85 0.00 -38.59 0.00 38.59 2,722.88 1,361.44 3,424 1,690.95 0.56 -0.11 0.03 52.00 -11.17 -0.85 0.00 -36.89 0.00 36.89 2,191.63 1,095.81 2,782 1,373.97 0.61 -0.12 0.03 55.00 -10.43 -0.84 0.00 -34.34 0.00 34.34 2,160.08 1,080.04 2,680 1,323.48 0.69 -0.12 0.03 60.00 -9.72 -0.83 0.00 -30.15 0.00 30.15 2,105.69 1,052.84 2,511 1,240.26 0.82 -0.14 0.03 65.00 -9.04 -0.82 0.00 -26.01 0.00 26.01 2,049.05 1,024.52 2,345 1,158.35 0.97 -0.15 0.03 70.00 -8.45 -0.81 0.00 -21.91 0.00 21.91 1,977.91 988.95 2,169 1,071.27 1.14 -0.16 0.03 74.00 -8.14 -0.80 0.00 -18.67 0.00 18.67 1,909.48 954.74 2,021 998.01 1.27 -0.17 0.02 75.00 -7.50 -0.79 0.00 -17.87 0.00 17.87 1,892.37 946.19 1,985 980.10 1.31 -0.17 0.02 80.00 -6.89 -0.76 0.00 -13.94 0.00 13.94 1,806.83 903.42 1,808 892.99 1.50 -0.18 0.02 85.00 -6.31 -0.73 0.00 -10.12 0.00 10.12 1,721.30 860.65 1,640 809.93 1.70 -0.19 0.02 90.00 -5.74 -0.69 0.00 -6.46 0.00 6.46 1,635.76 817.88 1,480 730.93 1.90 -0.20 0.01 95.00 -4.94 -0.61 0.00 -3.02 0.00 3.02 1,550.22 775.11 1,328 655.98 2.11 -0.21 0.01 99.00 -4.67 -0.58 0.00 -0.58 0.00 0.58 1,481.79 740.90 1,213 598.94 2.29 -0.21 0.00 100.00 0.00 -0.56 0.00 0.00 0.00 0.00 1,464.68 732.34 1,185 585.08 2.33 -0.21 0.00 (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) CALCULATED FORCES Seg Elev Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Rotation Ratio ASSET:309408, Hwy 121 - 360 (co-locate)CODE:ANSI/TIA-222-G CUSTOMER:AT&T MOBILITY PROJECT:14865384_C3_03 CALCULATED FORCES (ft) FY (-) (kips) FX (-) (kips) MY (ft-kips) MZ (fr-kips) Mx (ft-kips) Moment (ft-kips) Pn (kips) Vn (kips) Tn (kips) Mn (kips) Deflect (in)(deg) 0.00 -15.66 -0.73 0.00 -59.70 0.00 59.70 3,411.33 1,705.66 5,926 2,926.80 0.00 0.00 0.03 5.00 -14.85 -0.73 0.00 -56.04 0.00 56.04 3,357.95 1,678.98 5,672 2,801.44 0.00 -0.01 0.02 10.00 -14.06 -0.73 0.00 -52.37 0.00 52.37 3,302.33 1,651.16 5,420 2,676.78 0.02 -0.01 0.02 15.00 -13.29 -0.73 0.00 -48.72 0.00 48.72 3,244.45 1,622.22 5,169 2,552.98 0.03 -0.02 0.02 20.00 -12.53 -0.72 0.00 -45.08 0.00 45.08 3,184.31 1,592.16 4,921 2,430.21 0.06 -0.03 0.02 25.00 -11.80 -0.71 0.00 -41.48 0.00 41.48 3,121.93 1,560.96 4,675 2,308.63 0.10 -0.04 0.02 30.00 -11.10 -0.70 0.00 -37.93 0.00 37.93 3,057.29 1,528.65 4,431 2,188.39 0.14 -0.04 0.02 35.00 -10.41 -0.69 0.00 -34.43 0.00 34.43 2,990.40 1,495.20 4,191 2,069.65 0.19 -0.05 0.02 40.00 -9.74 -0.67 0.00 -31.00 0.00 31.00 2,921.26 1,460.63 3,954 1,952.58 0.25 -0.06 0.02 45.00 -9.47 -0.66 0.00 -27.66 0.00 27.66 2,825.52 1,412.76 3,689 1,821.64 0.31 -0.07 0.02 47.08 -8.81 -0.64 0.00 -26.28 0.00 26.28 2,782.76 1,391.38 3,577 1,766.60 0.35 -0.07 0.02 50.00 -8.37 -0.62 0.00 -24.42 0.00 24.42 2,722.88 1,361.44 3,424 1,690.95 0.39 -0.08 0.02 52.00 -8.05 -0.61 0.00 -23.17 0.00 23.17 2,191.63 1,095.81 2,782 1,373.97 0.42 -0.08 0.02 55.00 -7.52 -0.59 0.00 -21.33 0.00 21.33 2,160.08 1,080.04 2,680 1,323.48 0.47 -0.08 0.02 60.00 -7.01 -0.57 0.00 -18.37 0.00 18.37 2,105.69 1,052.84 2,511 1,240.26 0.56 -0.09 0.02 65.00 -6.51 -0.54 0.00 -15.53 0.00 15.53 2,049.05 1,024.52 2,345 1,158.35 0.66 -0.10 0.02 70.00 -6.09 -0.52 0.00 -12.81 0.00 12.81 1,977.91 988.95 2,169 1,071.27 0.77 -0.11 0.02 74.00 -5.87 -0.51 0.00 -10.73 0.00 10.73 1,909.48 954.74 2,021 998.01 0.86 -0.11 0.01 75.00 -5.41 -0.48 0.00 -10.23 0.00 10.23 1,892.37 946.19 1,985 980.10 0.88 -0.11 0.01 80.00 -4.97 -0.45 0.00 -7.84 0.00 7.84 1,806.83 903.42 1,808 892.99 1.01 -0.12 0.01 85.00 -4.55 -0.41 0.00 -5.61 0.00 5.61 1,721.30 860.65 1,640 809.93 1.13 -0.12 0.01 90.00 -4.14 -0.38 0.00 -3.54 0.00 3.54 1,635.76 817.88 1,480 730.93 1.26 -0.13 0.01 95.00 -3.56 -0.33 0.00 -1.63 0.00 1.63 1,550.22 775.11 1,328 655.98 1.40 -0.13 0.01 99.00 -3.36 -0.31 0.00 -0.31 0.00 0.31 1,481.79 740.90 1,213 598.94 1.51 -0.13 0.00 100.00 0.00 -0.30 0.00 0.00 0.00 0.00 1,464.68 732.34 1,185 585.08 1.54 -0.13 0.00 (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) CALCULATED FORCES Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu MZ (fr-kips) Mu Mx (ft-kips) Resultant Moment (ft-kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg)Ratio 0.00 -15.66 -0.94 0.00 -83.65 0.00 83.65 3,411.33 1,705.66 5,926 2,926.80 0.00 0.00 0.03 5.00 -14.85 -0.94 0.00 -78.94 0.00 78.94 3,357.95 1,678.98 5,672 2,801.44 0.01 -0.01 0.03 10.00 -14.06 -0.93 0.00 -74.26 0.00 74.26 3,302.33 1,651.16 5,420 2,676.78 0.02 -0.02 0.03 15.00 -13.29 -0.92 0.00 -69.60 0.00 69.60 3,244.45 1,622.22 5,169 2,552.98 0.05 -0.03 0.03 20.00 -12.53 -0.92 0.00 -64.98 0.00 64.98 3,184.31 1,592.16 4,921 2,430.21 0.09 -0.04 0.03 25.00 -11.80 -0.91 0.00 -60.39 0.00 60.39 3,121.93 1,560.96 4,675 2,308.63 0.14 -0.05 0.03 30.00 -11.09 -0.90 0.00 -55.86 0.00 55.86 3,057.29 1,528.65 4,431 2,188.39 0.20 -0.06 0.03 35.00 -10.41 -0.89 0.00 -51.37 0.00 51.37 2,990.40 1,495.20 4,191 2,069.65 0.27 -0.08 0.03 40.00 -9.74 -0.87 0.00 -46.94 0.00 46.94 2,921.26 1,460.63 3,954 1,952.58 0.35 -0.09 0.03 45.00 -9.47 -0.87 0.00 -42.58 0.00 42.58 2,825.52 1,412.76 3,689 1,821.64 0.45 -0.10 0.03 47.08 -8.81 -0.86 0.00 -40.77 0.00 40.77 2,782.76 1,391.38 3,577 1,766.60 0.50 -0.10 0.03 50.00 -8.37 -0.85 0.00 -38.27 0.00 38.27 2,722.88 1,361.44 3,424 1,690.95 0.56 -0.11 0.03 52.00 -8.05 -0.84 0.00 -36.58 0.00 36.58 2,191.63 1,095.81 2,782 1,373.97 0.61 -0.11 0.03 55.00 -7.52 -0.83 0.00 -34.06 0.00 34.06 2,160.08 1,080.04 2,680 1,323.48 0.68 -0.12 0.03 60.00 -7.01 -0.82 0.00 -29.90 0.00 29.90 2,105.69 1,052.84 2,511 1,240.26 0.82 -0.14 0.03 65.00 -6.51 -0.81 0.00 -25.79 0.00 25.79 2,049.05 1,024.52 2,345 1,158.35 0.97 -0.15 0.03 70.00 -6.09 -0.80 0.00 -21.73 0.00 21.73 1,977.91 988.95 2,169 1,071.27 1.13 -0.16 0.02 74.00 -5.86 -0.80 0.00 -18.52 0.00 18.52 1,909.48 954.74 2,021 998.01 1.26 -0.17 0.02 75.00 -5.41 -0.78 0.00 -17.72 0.00 17.72 1,892.37 946.19 1,985 980.10 1.30 -0.17 0.02 80.00 -4.97 -0.76 0.00 -13.82 0.00 13.82 1,806.83 903.42 1,808 892.99 1.49 -0.18 0.02 85.00 -4.54 -0.73 0.00 -10.03 0.00 10.03 1,721.30 860.65 1,640 809.93 1.68 -0.19 0.02 90.00 -4.14 -0.68 0.00 -6.40 0.00 6.40 1,635.76 817.88 1,480 730.93 1.89 -0.20 0.01 95.00 -3.56 -0.60 0.00 -2.99 0.00 2.99 1,550.22 775.11 1,328 655.98 2.10 -0.20 0.01 99.00 -3.36 -0.57 0.00 -0.57 0.00 0.57 1,481.79 740.90 1,213 598.94 2.27 -0.21 0.00 100.00 0.00 -0.56 0.00 0.00 0.00 0.00 1,464.68 732.34 1,185 585.08 2.31 -0.21 0.00 ASSET:309408, Hwy 121 - 360 (co-locate)CODE:ANSI/TIA-222-G CUSTOMER:AT&T MOBILITY PROJECT:14865384_C3_03 ANALYSIS SUMMARY Base Reactions Max Usage Load Case Shear FX (kips) Shear FZ (kips) Axial FY (kips) Moment MX (ft-kips) Moment MY (ft-kips) Moment MZ (ft-kips) Elev (ft) Interaction Ratio 1.2D + 1.6W 12.87 0.00 22.50 0.00 0.00 921.69 0.00 0.32 0.9D + 1.6W 12.86 0.00 16.87 0.00 0.00 916.71 0.00 0.32 1.2D + 1.0Di + 1.0Wi 1.22 0.00 34.34 0.00 0.00 89.90 0.00 0.04 (1.2 + 0.2Sds) * DL + E ELFM 0.73 0.00 21.74 0.00 0.00 60.05 0.00 0.03 (1.2 + 0.2Sds) * DL + E EMAM 0.94 0.00 21.74 0.00 0.00 84.17 0.00 0.04 (0.9 - 0.2Sds) * DL + E ELFM 0.73 0.00 15.66 0.00 0.00 59.70 0.00 0.02 (0.9 - 0.2Sds) * DL + E EMAM 0.94 0.00 15.66 0.00 0.00 83.65 0.00 0.03 1.0D + 1.0W 3.20 0.00 18.76 0.00 0.00 228.26 0.00 0.08 BASE SUMMARY Original Design Reactions Analysis Reactions Moment (kip- ft) Axial (kip) Shear (kip) Moment (kip-ft) Axial (kip) Shear (kip) Moment Design % 921.69 34.34 12.87 0.00 ASSET:309408, Hwy 121 - 360 (co-locate)CODE:ANSI/TIA-222-G CUSTOMER:AT&T MOBILITY PROJECT:14865384 BASE PLATE ANALYSIS @ 0 FT APPLIED REACTIONS Moment (k-ft)Axial (k)Shear (k) 921.69 22.5 12.87 PLATE PARAMETERS (ID# 1995) Width:56.5 in Shape:12 Thickness:2.5 in Grade:A871-60 Yield Strength:60 ksi Tensile Strength:75 ksi Rod Detail Type:d Clear Distance 3 in Base Weld Size:0.125 in Orientation Offset:15 ° Analysis Type:Plastic Neutral Axis:0 ° ANCHOR ROD PARAMETERS Class Arrangement Quantity Diameter (in) Circle (in)Grade Fy (ksi) Fu (ksi) Spacing (in) Offset (°) Original [ID#5548]Radial 12 2.25 50.5 A615-75 75 100 -- COMPONENT PROPERTIES Component ID Gross Area (in2) Net Area (in2) Individual Inertia (in4) Moment of Inertia (in4)Threads/in Pole 42.5"ø x 0.375" (12 Sides)49.0624 --10885.06 - Bolt Group Original (12) 2.25"ø 3.9761 3.2477 0.8393 11175.70 4.5 REACTION DISTRIBUTION Component ID Moment Mu (k-ft) Axial Load Pu (k) Shear Vu (k)Moment Factor Pole 42.5"ø x 0.375" (12 Sides)921.7 22.50 12.87 1.000 Bolt Group Original (12) 2.25"ø 921.7 -12.87 1.000 BASE PLATE BEND LINE ANALYSIS @ 0 FT POLE PROPERTIES PLATE PROPERTIES Flat-to-Flat Diameter:42.75 in Flat Width:11.455 in Neutral Axis:0 ° Point-to-Point Diameter:44.26 in Flat Radians:0.524 rad Bend Line Limits: 1.238 to 1.904 rad Orientation Offset:15 º Bend Line Chord Length (in) Additional Length (in) Section Modulus (in3) Applied Moment Mu (k-in) Moment Capacity ФMn (k-in) Flexure Result Mu/ФMn Flats 32.811 0.00 51.267 202.0 2768.4 7.3% Corners 30.747 0.00 48.042 142.5 2594.2 5.5% Circumferential 30.683 0.00 47.942 142.5 2588.9 5.5% PLASTIC ANCHOR ROD ANALYSIS Class Group Quantity Rod Diameter (in) Applied Axial Load Pu (k) Applied Shear Load Vu (k) Compressive Capacity ФPn (k)Interaction Result Original 12 2.25 65.7 1.7 259.8 26.6% ASSET:309408, Hwy 121 - 360 (co-locate)CODE:ANSI/TIA-222-G CUSTOMER:AT&T MOBILITY PROJECT:14865384 PIER FOUNDATION ANALYSIS GLOBAL REACTIONS Moment (k-ft)Axial (k)Shear (k) 921.69 22.50 12.87 FOUNDATION PARAMETERS Pier Diameter:D 6.00 ft Pier Embedment Depth:L-h 14.6 ft Pier Height above Grade:h 4.42 ft SOIL PARAMETERS Water Table Depth [BGL]:GW 23 ft Layer Depth (ft)Unit Weight Cohesion Friction Angle Ultimate Skin Friction Ultimate Net Bearing Top Bottom pcf psf °psf psf 0 2 105 0 0 0 0 2 9 118 1,493 0 710 0 9 15.58 118 1,782 0 821 24,281 SOIL STRENGTH ANALYSIS Volume of Concrete (ft3) Buoyant Weight of Concrete (k) Skin Friction Resistance (k) Inflection Point [BGL] (ft) 537.21 80.58 180.04 9.38 SOIL MOMENT ANALYSIS Total Lateral Resistance (k) Moment at Inflection Point, Mu (k-ft) Additional Resistance (k-ft) Nominal Moment Capacity, ФMn (k-ft) Soil Moment Usage, Mu / ФMn 1,064.29 1,099.26 0.00 2,568.02 42.8% SOIL COMPRESSION ANALYSIS Compressive Bearing Resistance (k) Compressive Force, Pu (k) Additional Resistance (k) Nominal Compressive Capacity, ФPn (k) Soil Compressive Usage, Pu / ФPn 686.53 39.21 0.00 649.92 6.0%