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OV1801616
O.04-`EY °UNDED A91� Town of Oro Valley Community and Economic Development Department June 7, 2018 Maxwell Winn 10245 E.Via Linda #211 Scottsdale, AZ 85258 Maxx.winn@vdcoffice.com RE: 1201 E. Palisades Road, Communication Facility antenna replacement/modification (File MB1801553 and OV1801616) Maxwell, Review of the plans submitted for the above referenced property, proposing to replace 12 antennas with 12 new antennas on an existing facility, has been completed.The modifications can be considered a Tier I facility according to the zoning code section 25.1.B,Tier I standards. As a Tier I facility, the plans are approved as submitted. Unfortunately,the plans were submitted for a building permit review and not for review by the Planning Division as a communication facility. Contrary to previous emails from 2016, the proposal does not need a building permit but only a review by the Planning Division. Therefore fees for a building permit will not apply to this project however, fees for a Tier I Communication Facility will apply. The fee for a Tier I facility is$700. No other applications or plan documents will be required to be resubmitted as staff will transfer the information from the building permit to the Planning case, 0V1801616. Before moving forward, please submit fees of$700 for case 0V1801616. Once payment has been made andv ou have received the receipt,you can consider the case approved and move forward with the modifications. Thank you and please contact me with any questions. Sincerely, 477/ U, I Patty Hayes Senior Planning Technician Town of Oro Valley phaves@orovalleyaz.gov 520-229-4819 Oro Valley, it's in our nature. 11000 N. La Canada Drive,Oro Valley,Arizona 85737 www.orovalleyaz.gov I phone:(520) 229-4800 I fax: (520)742-1022 TOWN OF ORO VALLEY --BUILDING PERMIT APPLICATION APPLICANT TO FILL O U T TOP PORTION OF PERMIT APPLICATION(PLEASE PRINT) Permit# r 553 ALSO,PLEASE COMPLETE GRf#D Illi G AND fI� C4NTRA CTOR INFORMATION ON INSIDE. xx NOTICE TO PERMIT HOLDER - It is the applicant)owner's responsibility to ensure all private rules and regulation ie subdivision are adhered to. Contact your HOA or property management to determine applicable requirements. PROJECT ADDRESS SUBDIVISION NAME 1201 E.PALISADES RD,ORO VALLEY,ARIZONA,85737 SECTIONITOWNSHIPIRANGE ASSESSORS PARCEL# BOOK/PAGE/SHEET OV CASE NUMBER ZONING LOT# 220-06-001-F RI-1441 PPLICANT MAILING ADDRESS CiTY/STATE/ZIP MAXWELL WINN 10245 E.VIA LINDA STE 211 SCOTTSDALE,AZ,85258 PHONE E-MAIL 1180-451-9609 MAXX.WINN@YDCOFFICE.COM FAX 480-451-9608 PROPERTY OWNER MAILING ADDRESS CiTY/STATE/ZIP CAPRI COMPANY,L.L.C. 7440 N.ORACLE RD TUCSON,AZ 85704 PHONE E-MAIL T.B.D. T.B.U. FAX ONTRACTOR MAILING ADDRESS CITY/STATE/ZIP T.B.D. PHONE E-MAIL FAX CONTRACTOR'S ORO STATE TRANSACTION PRIVILEDGE REGISTERED WITH ORO CONTRACTOR'S LIC.# ALLEY BUSINESS (SALES)TAX# VALLEY FOR TOWN SALES LICENSE# TAX?YES NO •RCHITECT,ENGINEER OR DESIGNER(CIRCLE ONE) MAILING ADDRESS CITY/STATEiZIP YOUNG DESIGN CORP. 10245 E.VIA LINDA,#211 SCOTTSDALE,ARIZONA,85258 PHONE E-MAIL (480)451-9609 FAX MAXX.WINN@YDCOFFICE.COM DESCRIBE WORK THE REMOVAL OF ALL(12)EXISTING ANTENNAS TO BE REPLACED WITH(12)NEW LESSEE ANTENNAS ORO VALLEY MODEL#AND NAME/BUSINESS NAME IF COMMERCIAL PROJECT STATED VALUATION OF WORK $20,000 LIST MODEL OPTIONS(if Applicable) DATE C,F A'I'TL I•�:�:." T' .�.t j. r:' w MAY302018 J J NOTICE:§R105.1,IRC or§105.1,IBC Required.Any owner or authorized agent who intends to construct,enlarge,alter,repair,move,demolish,or chang 1lf °c CytiVbetidingOf.° structure,or to erect,install,enlarge,alter,repair,remove,convert or replace any electrical,gas,mechanical or plumbing system,the installation of which is regulated by this code,or to cause any such work to be done,shall first make application to the building official and obtain the required permit. pplication for which no permit is issued within 180 days following the date of application shall expire by limitation regardless of the status of the application,and plans and other data submitted or review may thereafter be returned to the applicant or destroyed by the building official. An extension may be requested in writing prior to expiration. permit becomes null and void if work or construction authorized is not commenced within 180 days or if construction or work is suspended or abandoned for a period of 180 days at any time •fterwork is commenced. An extension may be requested in writing prior to expiration. I hereby certify that i have read and examined this application and know the same to be true and correct. I am the owner of the property or the owner's authorized representative,and if not the .caner,I have obtained the owner's permission to perform stated work. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not.The ,•ranting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. PPLICANTS SIGNATURE: PRINT NAME: MAXWELL WINN (DO NOT WRITE BELOW THIS LINE) USE DESCRIPTION FROM VALUATION TABLE SQUARE FEET OCCUPANCY GROUPS DEPOSIT INFORMATION AMOUN I ;5 TYPE OF CONSTRUCTION CASH #OF STORIES #OF UNITS CHECK CHECK# TRUST ACCOUNT ADD PLUMBING FIXTURES? Y N TAKEN BY: FIRE SPRINKLERS? PLAN LOCATION: WATER METER SIZE(if applies): Y N 77610 vi C. David Hakala From: Matt Young Sent: Thursday, July 07, 2016 9:01 AM To: David Hakala Subject: FW: Cell Site Antenna Swap NAS' a d2O1 yo 1 533 From: Melissa Parker [mailto:Melissa.Parker@rlsusa.com] Sent: Wednesday,July 06, 2016 4:25 PM To: Matt Young<Matt.Young@YDCOffice.com> Cc: Barnes, Sandra <Sandra.Barnes@VerizonWireless.com>; Reg Destree <Reg.Destree@rlsusa.com> Subject: FW: Cell Site Antenna Swap HI, I just wanted to send this to let you know you can move forward with BP. Let me know if you need anything else. Best Regards, Melissa Parker Site Acquisition Project Manager ND SERVICES 7201 E. Camelback Road, Ste. 310 Scottsdale, AZ 85251 602-328-0275 Cell Melissa.parker@rlsusa.com From: Kirschmann, Robert [mailto:rkirschmann@orovalleyaz.gov] Sent: Wednesday,July 6, 2016 4:21 PM To: Melissa Parker<Melissa.Parker@rlsusa.com> Subject: RE: Cell Site Antenna Swap Good afternoon Melissa, If my assumptions were correct in my previous email then it appears that no antenna is going to be increased by more than 4". This is a minor modification to an existing array and you may move straight to building permits. Please let me know if you have any questions. Best regards, Robert Kirschmann Planner Development and Infrastructure Services Town of Oro Valley 11000 N. La Canada Drive Oro Valley, AZ 85737 Office: (520) 229-4836 Fax: (520) 742-1022 www.orovalleyaz.gov From: Melissa Parker [mailto:Melissa.Parker@rlsusa.com] Sent: Wednesday,July 06, 2016 9:28 AM To: Kirschmann, Robert<rirschmann@orovalleyaz.gov> Subject: FW: Cell Site Antenna Swap HI, I was wondering if you had a chance to look at this? Do you happen to know the fee related? Thank you, Melissa Parker Site Acquisition Project Manager 7201 E. Camelback Road, Ste. 310 Scottsdale, AZ 85251 602-328-0275 Cell Melissa.parker@rlsusa.com From: Melissa Parker Sent: Wednesday,June 29, 2016 2:12 PM To: 'rkirschmann@orovalleyaz.gov' <rkirschmann@orovalleyaz.gov> Subject: Cell Site Antenna Swap Hi, I received your message. Here are the drawings as reference to what Verizon would like to modify. Please let me know if there is a fee and how many drawings I need to drop off to submit zoning. Best Regards, Melissa Parker 2 -.„ A AMERICAN TOWER* CORPORATION IlAy 2018 Lt 4 This report was prepared for American Tower Corporation y C PI/C—C3 1- -, _ -3-,,,- rou :11 Structural Analysis Report Structure : 141.5 ft Monopole ATC Site Name : Tucorovally AZ, AZ ATC Site Number : 411313 Engineering Number : OAA682614_C3_01 Proposed Carrier : Verizon Carrier Site Name : TUC Oro Valley Carrier Site Number : N/A Site Location : 1309 E. Palisades Drive Oro Valley, AZ 85737 32.423100,-110.953711 County : Pima Date : August 10, 2016 Max Usage : 75% Result : Pass ©iessiona,, Prepared By: 06° OCA i Spencer Collinsv CLS - i 67 r2 A 0 /- l ; iNA L Is,. - OOLE BY i e aii ° 8/11/16 ,/ fir a (6),,,_ 9ned COA: 16786-0 CLS Group ■ 1250 Benson Road,Garner, NC 27529 • Office:(405)348-5460 • Fax: (405)341-6334 • www.clsgroup.com Eng. Number OAA682614_C3_01 August 10, 2016 Table of Contents Introduction 1 Supporting Documents 1 Analysis 1 Conclusion 1 Existing and Reserved Equipment 2 Equipment to be Removed 2 Proposed Equipment 2 Structure Usages 3 Foundations 3 Deflection,Twist, and Sway 3 Standard Conditions 4 Calculations Attached CLS Group • 1250 Benson Road,Garner,NC 27529 • Office:(405)348-5460 • Fax:(405)341-6334 • www.clsgroup.com Eng. Number OAA682614_C3_01 C1S( roup August 10, 2016 Page 1 Introduction The purpose of this report is to summarize results of a structural analysis performed on the 141.5 ft monopole to reflect the change in loading by Verizon. Supporting Documents Tower Drawings Mapping by ETS Report#150908,dated August 19,2015 Foundation Drawing Mapping by ETS Report#411313,dated August 19,2015 Geotechnical Report Foree&Vann Project#5036,dated March 18, 1992 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,Vasd)/115 mph (3-Second Gust,Vuit) Basic Wind Speed w/Ice: No Ice Considered Code: ANSI/TIA-222-G/2012 IBC Structure Class: II Exposure Category: C Topographic Category: 3 Crest Height: 59 ft Spectral Response: Ss=0.27,S1=0.08 Site Class: D-Stiff Soil 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 contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. CLS Group 1250 Benson Road,Garner,NC 27529 • Office:(405)348-5460 • Fax: (405)341-6334 • www.clsgroup.com Eng. Number 0AA682614_C3_01 C1S � ; Fri August 10, 2016 y �� �-//ice Page 2 Existing and Reserved Equipment Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount RAD 145.0 1 VZW Unused Reserve:12,589 sq in 140.0 4 Antel HEX658CU0000G Platform w/Handrails - Verizon 140.0 8 Antel HEX858CW0000G 6 6.7"x 10.7"TTA (2)0.45"x 0.41" 130.0 1 Raycap DC6-48-60-18-8F Power Cable 3 Alcatel-Lucent RRH2X40-07L-AT 128.0 Low Profile Platform (12)1 5/8"Coax AT&T Mobility 3 Powerwave LGP18601 (1)5/16"Coax 128.0 3 Powerwave RA11.7721.00 (1)0.39"Fiber Trunk 3 Andrew SBNHH-1D65C 115.0 115.0 6 EMS DR65-15-00DPL2 T-Arms (6)1 5/8"Coax Cricket 104.0 104.0 1 3'Dish w/Radome Leg (1)1/4"Coax - -A20 Flush (3)1 1/4"Hybriflex 88.0 88.0 3 RFS APXVSPPI8 C (3)1 1/4"Coax Sprint Nextel 86.0 86.0 3 Alcatel-Lucent RRH2x40-07-L Flush - Equipment to be Removed Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount RAD 2 Antel LPA-80080/8CF 2° 1 Antel BXA-185085/12CF-FP 145.0 145.0 - (15)1 5/8"Coax Verizon 1 Antel BXA-70063/8CF 2 Antel LPA-80063/8CF Proposed Equipment Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount RAD 3 Alcatel-Lucent 9341 RRH40(1900MHz) 3 Alcatel-Lucent 9341 RRH40-850 140.0 145.0 Platform w/Handrails (1)1 5/8"Fiber Verizon 3 Alcatel-Lucent B66a RRH4x45(AWS-3) 3 Alcatel-Lucent FDD RRH 700U 'Mount elevation is defined as height above bottom of steel structure to the bottom of mount,RAD elevation is defined as center of antenna above ground level(AGL). Install proposed coax inside the pole shaft. CLS Group • 1250 Benson Road,Garner, NC 27529 • Office:(405)348-5460 • Fax:(405)341-6334 • www.clsgroup.com Eng. Number OAA682614_C3_01 0U1' August 10, 2016 Page 3 Structure Usages Structural Component Controlling Usage Pass/Fail Anchor Bolts 51% Pass Shaft 51% Pass Base Plate 75% Pass Foundations Reaction Component Analysis Reactions %of Usage Moment (Kips-Ft) 3,863.7 19% Axial (Kips) 54.7 11% The structure base reactions resulting from this analysis were found to be acceptable through analysis based on geotechnical and foundation information, therefore no modification or reinforcement of the foundation will be required. Deflection and Sway* Antenna Deflection Sway (Rotation) Antenna Carrier (ft) (�) Elevation (ft) Alcatel-Lucent 9341 RRH40(1900 MHz) Alcatel-Lucent 9341 RRH40-850 140.0 Verizon 1.196 0.825 Alcatel-Lucent B66a RRH4x45 (AWS-3) Alcatel-Lucent FDD RRH 700U 104.0 3' Dish w/Radome Cricket 0.700 0.726 *Deflection and Sway was evaluated considering a design wind speed of 60 mph(3-Second Gust)per ANSI/TIA-222-G CLS Group ■ 1250 Benson Road,Garner, NC 27529 • Office:(405)348-5460 • Fax:(405)341-6334 • www.clsgroup.com AtVIERICAN TOWER* C€3 R P O R A 7 I C7 N Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to: -- Information supplied by the client regarding the structure itself, antenna, mounts and feed line loading on the structure and its components, or other relevant information. -- Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. 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. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new" condition. Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed in accordance with the current revision of ANSI/TIA-222. The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222. Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities, we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. 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 we supply. CLS Group • 1250 Benson Road,Garner,NC 27529 • Office:(405)348-5460 • Fax:(405)341-6334 • www.clsgroup.com Job Information Pole : 411313 Code: ANSI/TIA-222-G Description : 141.5 ft Monopole Client : Verizon Wireless Struct Class : II Location : Tucorovally AZ,AZ Shape : 12 Sides Exposure : C Height: 141.50 (ft) Topo : 3 ©2007-2016 by ATC IP LLC. All rights reserved. Base Bev(ft): 0.00 Taper: 0.17667l(in/ft) 141'-6r 141 -0 , i Sections Properties Diameter(in) Overlap Steel 1 Shaft Length Accross Flats Thick Joint Length Taper Grade 128'-if I Section (tt) Top Bottom (in) Type (in) (in/ft) (ksi) milmi 2'-51-5:!3 dINI. AIM Zr Thick 1 35.330 48.75 55.00 0.563 0.000 0.176700 65 (65 K51) 2 36.780 42.26 48.75 0.563 Butt Joint 0.000 0.176700 65 3 36.920 35.73 42.26 0.500 Butt Joint 0.000 0.176700 65 1.1 4 32.470 30.00 35.73 0.500 Butt Joint 0.000 0.176700 65 1151V Discrete Appurtenance .091-+0r3/8 ~�~ Attach Force 104_0 [1) / Bev (ft) Bev (ft) Qty Description 140.000 145.000 3 Alcatel-Lucent FDD RRH 700U 140.000 145.000 3 Alcatel-Lucent B66a RRH4x45 140.000 145.000 3 Alcatel-Lucent 9341 RRH40-850 140.000 145.000 1 VZW Unused Reserve: 12,589 361-11'1/16 140.000 140.000 1 Flat Platform w/Handrails R -11 r f 140.000 140.000 8 Antel HEX858CW0000G 86'-Cr- lir Thick �5� I 140.000 140.000 140.000 145.000 4 Antel HEX658C 00000G 3 Alcatel-Lucent 9341 RRH40(190 128.000 130.000 3 Alcatel-Lucent RRH2X40-07L- 128.000 130.000 128.000 128.000 1 Raycap DC6-48-60-18-8F 3 Powerwave LGP18601 128.000 128.000 3 Powerwave RA 11.7721.00 128.000 128.000 1 Flat Low Profile Platform r 1411-6r 128.000 130.000 6 6.7"x 10.7"TTA 128.000 128.000 3 Andrew SBNHH-1D65C 115.000 115.000 3 Round T-Arm 115.000 115.000 6 EMS DR65-15-00DPL2 104.000 104.000 1 3' Dish w/Radome 88.000 88.000 3 RFS APXVSPPI8-C-A20 361-9'3/8 86.000 86.000 3 Alcatel-Lucent RRH2x40-07-L 9/i6-Thick Linear Appurtenance Bev(ft) Exposed From To Description To Wind 0.000 88.000 1 1/4"Coax No 5•-315'15 Y 0.000 88.000 1 1/4"Hybriflex No • 0.000 104.0 1/4"Coax No 0.000 115.0 1 5/8"Coax No 0.000 128.0 0.39"Fiber Trunk No 0.000 128.0 0.45"x 0.41" No 0.000 128.0 1 5/8"Coax No 35-3"15'15 0.000 128.0 5/16"Coax No 9/16r Thid( (65 KSI) 0.000 140.0 1 5/8"Fiber No Load Cases 1.2D+1.6W 90 mph with No Ice 0.9D+1.6W 90 mph with No Ice (Reduced DL) 00rI - i '' " (1.2+0.2Sds)*DL+E Seismic Equivalent Lateral Forces Method (1.2+0.2Sds)*DL+E Seismic Equivalent Modal Analysis Method (0.9-0.2Sds)*DL+E Seismic(Reduced DL) Equivalent Lateral (0.9-0.2Sds)*DL+E Seismic(Reduced DL) Equivalent Modal 1.0D+1.0W Serviceability 60 mph Reactions Moment Shear Axial Load Case (kip-ft) (kip) (kip) 1.2D+1.6W 3863.70 41.15 54.28 0.9D+1.6W 3839.27 41.13 40.70 (1.2+0.2Sds)*DL+E ELFM 313.78 2.82 54.69 .. MIP (1.2+0.2Sds)*DL+E EMAM 517.82 4.52 54.69 (0.9-0.2Sds)*DL+EELFM 311.15 2.82 36.67 1411r AL (0.9-0.2Sds)*DL+E EMAM 513.18 4.51 36.67 I 1 1.0D+1.0W 1069.10 11.43 45.28 II., dIllh -i i Dish Deflections 12g-Or Attach Deflection Rotation IIMIII 32'-5'5 Load Case Elev (ft) (in) (deg) 112T Thick (65 KSI) 1.0D+1.0W 104.00 8.401 0.726 115-0' .09'-0"3a Y ♦z z s ■ 104'UT ) 11 I] -361-11'1116 fiRi-nw lir 1 Thick(6 5 lI 86'.�C - 21-1'5/16 A` 141'-6r 361-13'3/8 9/168 Thick (65 KSI) 5--3'15/16 V 35--3-'15/16 9/16r Thick (65 I) E Mr .,,f I Y w , . I 0 no 1 140000— i a 135.000—--, — -- -,- . : . , i , 1 301-00---.- -,- , .: 1 ..- : i ..-. i :,.,.., . . 125.000 1 120000—-", 1—..1.14 ' 115.000 4 r -r '. 1, i : . i- 1ri. : 109.030— 104.000—-----------I;-— h.22 -:: I I.- : J :.. J l• . 1 100.000—--i, 1 O '4 I --''-'---<---.---:"--. 1 95.000— -. Tr - .-6 ,1 rr : 1 : U 2 . . -, i- T. I I 90000—--i, .... L 1 IL 1 3; ; L. _ .,,,, 85.0001 Tr. rG.GGIGG : . 031 -- : . r 80.000—-", 1. - 1 1 I . J., -. 1.1 3.711 , : : ,- I I r, ,. n' U:..j4 ,-,i ' I •"-- 75.000 4 1 T : ..- 0 70000— ' .... :- 2 65.000T (. -, : .- - r : r T 1 Ill . .- 0.J4 i . --: 60 .000 -; J.. l' a 11.7F . I 55.000 1 .-, ,_r 1 .T. 1,- : T. I 50.000— ', ai. I- .3 : 1 I... 1 3... ., 1 45.000 4 1 lr. 14 ir i 0.40 ,::::: : 40.000 I !.• ...: 1. -, i i 35.000 -: T r 31- 30.000 -', 1' :-. .1 0.44 I 25.000 , 1 20.0001: . ! : t 1 i i 1 L - 1 0.47 Eir: 15.00G -: 'T,. rt i 0.48 0G0— -1 -- r---- J 1. 1 0. I. : I 1 0.F.CI I 5.000 -, ri 0.51 0.0013 : I- : J .. :..,- ..,.,, J It- : 1. .... 1 1.00 1 0.02 0.12 0.22 0.32 0.42 0.52 0.62 0.72 0.82 0.92 Interaction 1 i Site Num ber: 411313 Code: ANSI/TIA-222-G ©2007-2016 by ATC IP LLC. All rights reserved. Site Name: Tucorovally AZ,AZ Engineering Number: OAA682614_C3_01 8/10/2016 10:23:56 AM Customer: Verizon Wireless Analysis Parameters Location: Pima County,AZ Code: ANSI/TIA-222-G Height(ft): 141. Shape: 12 Sides Base Diameter(in): 55.00 Pole Type: Taper Top Diameter(in): 30.00 Pole M anfactu re r: Taper(in/ft) : 0.177 Ice & Wind Parameters Structure Class: II Design Wind Speed Without Ice: 90 mph Exposure Category: C Design Wind Speed With Ice: 0 mph Topographic Category: 3 Operational Wind Speed: 60 mph Crest Height: 59.3 ft Design Ice Thickness: 0.00 in Seismic Parameters Analysis Method: Equivalent Modal Analysis &Equivalent Lateral Force Methods Site Class: D-Stiff Soil Period Based on Rayleigh Method (sec): 1.72 TL (sec): 6 p: 1.3 Cs: 0.048 Ss: 0.270 S 1: 0.077 C s Max: 0.048 Fa: 1.584 Fv: 2.400 Cs Min: 0.030 Sds: 0.285 Sdl: 0.123 Load Cases 1.2D+1.6W 90 mph with No Ice 0.9D+1.6W 90 mph with No Ice (Reduced DL) (1.2+0.2Sds)*DL+E ELFM Seismic Equivalent Lateral Forces Method (1.2+0.2Sds)*DL+E EMAM Seismic Equivalent Modal Analysis Method (0.9-0.2Sds)*DL+E ELFM Seismic(Reduced DL) Equivalent Lateral Forces Method (0.9-0.2Sds)*DL+E EMAM Seismic(Reduced DL) Equivalent Modal Analysis Method 1.0D+1.0W Serviceability 60 mph Page: 1 Site Nurn ber: 411313 Code: ANSI/TIA-222-G ©2007-2016 by ATC IP LLC. All rights reserved. Site Name: Tucorovally AZ,AZ Engineering Number: OAA682614_C3_01 8/10/2016 10:23:56 AM Customer: Verizon Wireless Shaft Section Properties Bottom Top Slip Sect Length Thick Fy Joint Joint Weight Dia Bev Area lx W/t D/t Dia Bev Area lx W/t D/t Taper Info (ft) (in) (ksi) Type Len (in) (Ib) (in) (ft) (in2) (in4) Ratio Ratio (in) (ft) (in2) (in4) Ratio Ratio (in/ft) 1-12 35.330 0.5625 65 0.00 11,174 55.00 0.00 98.60 37295.7 24.06 97.78 48.75 35.33 87.29 25881.1 21.08 86.68 0.176678 2-12 36.780 0.5625 65 Butt 0.00 10,189 48.75 35.33 87.29 25881.1 21.08 86.68 42.26 72.11 75.52 16760.4 17.99 75.13 0.176678 3-12 36.920 0.5000 65 Butt 0.00 7,787 42.26 72.11 67.23 14965.3 20.50 84.52 35.73 109.03 56.73 8990.8 17.01 71.47 0.176678 4-12 32.470 0.5000 65 Butt 0.00 5,758 35.73 109.03 56.73 8990.8 17.01 71.47 30.00 141.50 47.49 5275.7 13.93 60.00 0.176678 Shaft Weight 34,908 Discrete Appurtenance Properties Attach No Ice Ice Distance Vert Elev Weight EPAa Orientation Weight EPAa Orientation From Face Ecc (ft) Description Qty (Ib) (st) Factor (Ib) (sf) Factor (ft) (ft) 140.00 Alcatel-Lucent 9341 RRH40 3 44.00 1.480 0.50 0.00 0.000 0.50 0.000 5.000 140.00 Alcatel-Lucent 9341 RRH40- 3 53.00 1.910 0.50 0.00 0.000 0.50 0.000 5.000 140.00 Alcatel-Lucent B66a 3 67.00 2.660 0.67 0.00 0.000 0.67 0.000 5.000 140.00 Alcatel-Lucent FDD RRH 7000 3 51.00 2.830 0.67 0.00 0.000 0.67 0.000 5.000 140.00 Antel HEX658CU0000G 4 43.70 11.850 0.83 0.00 0.000 0.83 0.000 0.000 140.00 Antel HEX858CW0000G 8 43.70 11.850 0.83 0.00 0.000 0.83 0.000 0.000 140.00 Rat Platform w/Handrails 1 2000.00 42.400 1.00 0.00 0.000 1.00 0.000 0.000 140.00 VZW Unused Reserve: 1 1330.60 87.500 1.00 0.00 0.000 1.00 0.000 5.000 128.00 6.7"x 10.7"TTA 6 9.90 0.700 0.50 0.00 0.000 0.50 0.000 2.000 128.00 Alcatel-Lucent RRH2X40-07L- 3 52.10 2.560 0.67 0.00 0.000 0.67 0.000 2.000 128.00 Andrew SBNHH-1D65C 3 66.10 11.390 0.84 0.00 0.000 0.84 0.000 0.000 128.00 Rat Low Profile Platform 1 1500.00 26.100 1.00 0.00 0.000 1.00 0.000 0.000 128.00 Powerwave LGP18601 3 9.90 0.700 0.50 0.00 0.000 0.50 0.000 0.000 128.00 Powerwave RA11.7721.00 3 16.40 3.450 0.83 0.00 0.000 0.83 0.000 0.000 128.00 Raycap DC6-48-60-18-8F 1 20.00 1.110 1.00 0.00 0.000 1.00 0.000 2.000 115.00 EMS DR65-15-00DPL2 6 18.00 4.356 0.73 0.00 0.000 0.73 0.000 0.000 115.00 Round T-Arm 3 250.00 9.700 0.67 0.00 0.000 0.67 0.000 0.000 104.00 3' Dish w/Radome 1 100.00 6.100 1.00 0.00 0.000 1.00 0.000 0.000 88.00 RFS APXVSPPI 8-C-A20 3 57.00 8.020 1.00 0.00 0.000 1.00 0.000 0.000 86.00 Alcatel-Lucent RRH2x40-07-L 3 60.00 1.810 0.50 0.00 0.000 0.50 0.000 0.000 Totals 62 7821.90 0.00 Number of Loadings : 20 Linear Appurtenance Properties Elev Elev Coax Coax Projected From To Diameter Weight Width Exposed (ft) (rt) Qty Description (in) (Ib/tt) Rat (in) To Wind Carrier 0.00 140.00 1 1 5/8" Fiber 1.63 1.61 N 0.00 N Verizon 0.00 128.00 1 0.39" Fiber Trunk 0.39 0.06 N 0.00 N AT&T Mobility 0.00 128.00 2 0.45"x 0.41" Power 0.45 0.19 N 0.00 N AT&T Mobility 0.00 128.00 12 1 5/8"Coax 1.98 0.82 N 0.00 N AT&T Mobility 0.00 128.00 1 5/16"Coax 0.31 0.05 N 0.00 N AT&T Mobility 0.00 115.00 6 1 5/8"Coax 1.98 0.82 N 0.00 N Cricket 0.00 104.00 1 1/4" Coax 0.34 0.06 N 0.00 N Cricket 0.00 88.00 3 1 1/4"Coax 1.55 0.63 N 0.00 N Sprint Nextel 0.00 88.00 3 1 1/4" Hybriflex 1.54 1.00 N 0.00 N Sprint Nextel Page: 2 Site Number: 411313 Code: ANSI/TIA-222-G ©2007-2016 by ATC IP LLC. 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Site Name: Tucorovally AZ,AZ Engineering Number: OAA682614_C3_01 8/10/2016 10:23:56 AM Customer: Verizon Wireless Segment Properties (Max Len : 5.ft) Seg TopFlat Elev Thick Dia Area lx W/t D/t Fy S Z Weight (ft) Description (in) (in) (in2) (in4) Ratio Ratio (ksi) (in 3) (in3) (Ib) 0.00 0.5625 55.000 98.600 37,295.7 24.06 97.78 78.5 1310. 0.0 0.0 5.00 0.5625 54.117 97.000 35,509.3 23.64 96.21 78.9 1267. 0.0 1,664.0 10.00 0.5625 53.233 95.400 33,781.0 23.21 94.64 79.4 1225. 0.0 1,636.7 15.00 0.5625 52.350 93.800 32,109.6 22.79 93.07 79.9 1184. 0.0 1,609.5 20.00 0.5625 51.466 92.200 30,494.3 22.37 91.50 80.3 1144. 0.0 1,582.3 25.00 0.5625 50.583 90.600 28,934.1 21.95 89.93 80.8 1105. 0.0 1,555.1 30.00 0.5625 49.700 89.000 27,428.0 21.53 88.35 81.2 1066. 0.0 1,527.8 35.00 0.5625 48.816 87.400 25,975.1 21.11 86.78 81.7 1027. 0.0 1,500.6 35.33 Top-Section 1 0.5625 48.758 87.294 25,881.1 21.08 86.68 81.7 1025. 0.0 98.1 35.33 Bot-Section 2 0.5625 48.758 87.294 25,881.1 21.08 86.68 81.7 1025. 0.0 40.00 0.5625 47.933 85.800 24,574.5 20.69 85.21 81.9 990.4 0.0 1,375.3 45.00 0.5625 47.049 84.200 23,225.1 20.27 83.64 81.9 953.6 0.0 1,446.2 50.00 0.5625 46.166 82.599 21,926.1 19.85 82.07 81.9 917.5 0.0 1,418.9 55.00 0.5625 45.283 80.999 20,676.4 19.43 80.50 81.9 882.1 0.0 1,391.7 60.00 0.5625 44.399 79.399 19,475.1 19.01 78.93 81.9 847.4 0.0 1,364.5 65.00 0.5625 43.516 77.799 18,321.3 18.59 77.36 81.9 813.4 0.0 1,337.3 70.00 0.5625 42.633 76.199 17,214.0 18.16 75.79 81.9 780.0 0.0 1,310.1 72.11 Top-Section 2 0.5625 42.260 75.524 16,760.4 17.99 75.13 81.9 766.2 0.0 544.7 72.11 Bot-Section 3 0.5000 42.260 67.233 14,965.3 20.50 84.52 81.9 684.1 0.0 75.00 0.5000 41.749 66.411 14,423.0 20.23 83.50 81.9 667.4 0.0 657.1 80.00 0.5000 40.866 64.989 13,516.1 19.76 81.73 81.9 638.9 0.0 1,117.8 85.00 0.5000 39.982 63.567 12,648.0 19.28 79.96 81.9 611.1 0.0 1,093.6 86.00 0.5000 39.806 63.282 12,478.9 19.19 79.61 81.9 605.6 0.0 215.8 88.00 0.5000 39.452 62.713 12,145.4 19.00 78.90 81.9 594.7 0.0 428.7 90.00 0.5000 39.099 62.144 11,817.8 18.81 78.20 81.9 583.9 0.0 424.9 95.00 0.5000 38.216 60.722 11,024.9 18.34 76.43 81.9 557.3 0.0 1,045.2 100.0 0.5000 37.332 59.300 10,268.2 17.86 74.66 81.9 531.4 0.0 1,021.0 104.0 0.5000 36.625 58.162 9,688.4 17.48 73.25 81.9 511.0 0.0 799.4 105.0 0.5000 36.449 57.878 9,546.9 17.39 72.90 81.9 506.0 0.0 197.4 109.0 Top-Section 3 0.5000 35.737 56.731 8,990.8 17.01 71.47 81.9 486.0 0.0 785.8 109.0 Bot-Section 4 0.5000 35.737 56.731 8,990.8 17.01 71.47 81.9 486.0 0.0 110.0 0.5000 35.565 56.455 8,860.3 16.92 71.13 81.9 481.3 0.0 186.8 115.0 0.5000 34.682 55.033 8,207.4 16.44 69.36 81.9 457.2 0.0 948.4 120.0 0.5000 33.799 53.611 7,587.3 15.97 67.60 81.9 433.7 0.0 924.2 125.0 0.5000 32.915 52.188 6,999.3 15.50 65.83 81.9 410.8 0.0 900.0 128.0 0.5000 32.385 51.335 6,661.6 15.21 64.77 81.9 397.4 0.0 528.4 130.0 0.5000 32.032 50.766 6,442.6 15.02 64.06 81.9 388.6 0.0 347.4 135.0 0.5000 31.148 49.344 5,916.1 14.55 62.30 81.9 366.9 0.0 851.6 140.0 0.5000 30.265 47.922 5,419.1 14.08 60.53 81.9 345.9 0.0 827.4 141.5 0.5000 30.000 47.495 5,275.7 13.93 60.00 81.9 339.7 0.0 243.5 34,907.5 Page: 3 Site Number: 411313 Code: ANSI/TIA-222-G ©2007-2016 by ATC IP LLC. 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Site Name: Tucorovally AZ,AZ Engineering Number: OAA682614_C3_01 8/10/2016 10:23:56 AM Customer: Verizon Wireless Load Case: 1.2D+ 1.6W 90 mph with No Ice 20 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Bev Wind FX Load Wind FX M Y MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (Ib) (Ib) (Ib) (Ib-ft) (Ib-ft) (Ib) (Ib) (Ib) (Ib) (Ib) (Ib-ft) (Ib) 0.00 766.9 0.0 0.0 0.0 766.9 0.0 0.0 0.0 5.00 1,446.7 1,996.7 0.0 130.9 1,446.7 2,127.6 0.0 0.0 10.00 1,289.2 1,964.1 0.0 130.9 1,289.2 2,094.9 0.0 0.0 15.00 1,179.2 1,931.4 0.0 130.9 1,179.2 2,062.3 0.0 0.0 20.00 1,119.3 1,898.7 0.0 130.9 1,119.3 2,029.6 0.0 0.0 25.00 1,078.7 1,866.1 0.0 130.9 1,078.7 1,996.9 0.0 0.0 30.00 1,039.0 1,833.4 0.0 130.9 1,039.0 1,964.3 0.0 0.0 35.00 542.9 1,800.7 0.0 130.9 542.9 1,931.6 0.0 0.0 35.33 Top-Section 1 492.2 117.7 0.0 8.6 492.2 126.3 0.0 0.0 40.00 935.5 1,650.4 0.0 122.2 935.5 1,772.6 0.0 0.0 45.00 938.3 1,735.4 0.0 130.9 938.3 1,866.3 0.0 0.0 50.00 911.1 1,702.7 0.0 130.9 911.1 1,833.6 0.0 0.0 55.00 886.6 1,670.1 0.0 130.9 886.6 1,800.9 0.0 0.0 60.00 864.4 1,637.4 0.0 130.9 864.4 1,768.3 0.0 0.0 65.00 844.2 1,604.7 0.0 130.9 844.2 1,735.6 0.0 0.0 70.00 590.6 1,572.1 0.0 130.9 590.6 1,702.9 0.0 0.0 72.11 Top-Section 2 408.3 653.6 0.0 55.2 408.3 708.8 0.0 0.0 75.00 634.8 788.6 0.0 75.6 634.8 864.2 0.0 0.0 80.00 791.7 1,341.4 0.0 130.9 791.7 1,472.2 0.0 0.0 85.00 469.4 1,312.3 0.0 130.9 469.4 1,443.2 0.0 0.0 86.00 Appertunance(s) 231.5 259.0 122.2 0.0 0.0 216.0 0.0 26.2 353.7 501.2 0.0 0.0 88.00 Appertunance(s) 306.8 514.5 1,084.5 0.0 0.0 205.2 0.0 52.3 1,391.3 772.0 0.0 0.0 90.00 529.8 509.8 0.0 40.6 529.8 550.4 0.0 0.0 95.00 746.8 1,254.3 0.0 101.5 746.8 1,355.8 0.0 0.0 100.00 660.6 1,225.2 0.0 101.5 660.6 1,326.7 0.0 0.0 104.00 Appertunance(s) 362.8 959.3 278.5 0.0 0.0 120.0 0.0 81.2 641.3 1,160.5 0.0 0.0 105.00 359.4 236.9 0.0 20.2 359.4 257.1 0.0 0.0 109.03 Top-Section 3 355.8 943.0 0.0 81.5 355.8 1,024.5 0.0 0.0 110.00 417.4 224.2 0.0 19.6 417.4 243.8 0.0 0.0 115.00 Appertunance(s) 691.0 1,138.1 1,380.3 0.0 0.0 1,029.6 0.0 101.2 2,071.3 2,268.9 0.0 0.0 120.00 677.1 1,109.1 0.0 71.6 677.1 1,180.7 0.0 0.0 125.00 532.8 1,080.0 0.0 71.6 532.8 1,151.7 0.0 0.0 128.00 Appertunance(s) 328.1 634.1 2,975.5 0.0 628.2 2,415.5 0.0 43.0 3,303.6 3,092.5 0.0 0.0 130.00 451.5 416.9 0.0 3.9 451.5 420.8 0.0 0.0 135.00 635.0 1,022.0 0.0 9.7 635.0 1,031.6 0.0 0.0 140.00 Appertunance(s) 406.7 992.9 10,988.0 0.0 23,816.5 5,400.0 0.0 9.7 11,394.8 6,402.6 0.0 0.0 141.50 92.8 292.2 0.0 0.0 92.8 292.2 0.0 0.0 Totals: 41,843.9 54,335.2 0.00 0.00 Page: 4 Site Number: 411313 Code: ANSI/TIA-222-G ©2007-2016 by ATC IP LLC. 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Site Name: Tucorovally AZ,AZ Engineering Number: OAA682614_C3_01 8/10/2016 10:23:58 AM Customer: Verizon Wireless Load Case: 1.2D+ 1.6W 90 mph with No Ice 20 Iterations Gust Response Factor: 1.10 Wind Importance Factor : 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -54.28 -41.15 0.00 -3,863.70 0.00 3,863.70 6,964.15 3,482.08 15,612.5 7,710.46 0.00 0.00 0.509 5.00 -52.06 -39.83 0.00 -3,657.98 0.00 3,657.98 6,891.21 3,445.60 15,195.7 7,504.62 0.08 -0.14 0.495 10.00 -49.87 -38.65 0.00 -3,458.85 0.00 3,458.85 6,816.94 3,408.47 14,781.4 7,300.01 0.30 -0.29 0.481 15.00 -47.72 -37.58 0.00 -3,265.58 0.00 3,265.58 6,741.35 3,370.68 14,369.8 7,096.71 0.68 -0.43 0.467 20.00 -45.62 -36.55 0.00 -3,077.69 0.00 3,077.69 6,664.44 3,332.22 13,960.9 6,894.79 1.20 -0.57 0.453 25.00 -43.54 -35.56 0.00 -2,894.92 0.00 2,894.92 6,586.21 3,293.10 13,555.0 6,694.31 1.87 -0.71 0.439 30.00 -41.51 -34.59 0.00 -2,717.13 0.00 2,717.13 6,506.65 3,253.33 13,152.1 6,495.35 2.69 -0.85 0.425 35.00 -39.55 -34.07 0.00 -2,544.18 0.00 2,544.18 6,425.78 3,212.89 12,752.5 6,297.99 3.65 -0.98 0.410 35.33 -39.39 -33.62 0.00 -2,532.93 0.00 2,532.93 6,420.39 3,210.20 12,726.2 6,285.02 3.72 -0.99 0.409 35.33 -39.39 -33.62 0.00 -2,532.93 0.00 2,532.93 6,420.39 3,210.20 12,726.2 6,285.02 3.72 -0.99 0.409 40.00 -37.56 -32.74 0.00 -2,375.93 0.00 2,375.93 6,324.29 3,162.14 12,318.6 6,083.73 4.75 -1.12 0.397 45.00 -35.64 -31.84 0.00 -2,212.24 0.00 2,212.24 6,206.35 3,103.17 11,860.8 5,857.63 5.99 -1.25 0.384 50.00 -33.76 -30.97 0.00 -2,053.03 0.00 2,053.03 6,088.41 3,044.20 11,411.7 5,635.82 7.37 -1.38 0.370 55.00 -31.91 -30.11 0.00 -1,898.20 0.00 1,898.20 5,970.47 2,985.23 10,971.2 5,418.29 8.89 -1.51 0.356 60.00 -30.11 -29.26 0.00 -1,747.67 0.00 1,747.67 5,852.53 2,926.26 10,539.4 5,205.03 10.53 -1.63 0.341 65.00 -28.34 -28.42 0.00 -1,601.38 0.00 1,601.38 5,734.59 2,867.29 10,116.3 4,996.06 12.31 -1.76 0.326 70.00 -26.61 -27.82 0.00 -1,459.27 0.00 1,459.27 5,616.65 2,808.33 9,701.84 4,791.37 14.21 -1.88 0.309 72.11 -25.89 -27.41 0.00 -1,400.58 0.00 1,400.58 5,566.88 2,783.44 9,529.54 4,706.28 15.05 -1.92 0.302 72.11 -25.89 -27.41 0.00 -1,400.58 0.00 1,400.58 4,955.75 2,477.88 8,508.85 4,202.20 15.05 -1.92 0.339 75.00 -25.00 -26.79 0.00 -1,321.36 0.00 1,321.36 4,895.16 2,447.58 8,300.83 4,099.47 16.24 -1.99 0.328 80.00 -23.51 -26.00 0.00 -1,187.41 0.00 1,187.41 4,790.33 2,395.16 7,947.01 3,924.73 18.39 -2.12 0.308 85.00 -22.05 -25.50 0.00 -1,057.43 0.00 1,057.43 4,685.49 2,342.75 7,600.90 3,753.80 20.67 -2.23 0.287 86.00 -21.55 -25.14 0.00 -1,031.94 0.00 1,031.94 4,664.52 2,332.26 7,532.60 3,720.07 21.14 -2.26 0.282 88.00 -20.81 -23.73 0.00 -981.66 0.00 981.66 4,622.59 2,311.29 7,396.93 3,653.07 22.10 -2.30 0.273 90.00 -20.25 -23.21 0.00 -934.19 0.00 934.19 4,580.66 2,290.33 7,262.50 3,586.67 23.07 -2.35 0.265 95.00 -18.89 -22.44 0.00 -818.14 0.00 818.14 4,475.82 2,237.91 6,931.80 3,423.35 25.59 -2.45 0.243 100.00 -17.56 -21.75 0.00 -705.94 0.00 705.94 4,370.99 2,185.49 6,608.81 3,263.84 28.21 -2.55 0.220 104.00 -16.42 -21.07 0.00 -618.95 0.00 618.95 4,287.12 2,143.56 6,355.96 3,138.97 30.38 -2.63 0.201 105.00 -16.16 -20.71 0.00 -597.88 0.00 597.88 4,266.15 2,133.08 6,293.52 3,108.13 30.93 -2.64 0.196 109.03 -15.14 -20.32 0.00 -514.42 0.00 514.42 4,181.65 2,090.83 6,045.01 2,985.40 33.19 -2.71 0.176 109.03 -15.14 -20.32 0.00 -514.42 0.00 514.42 4,181.65 2,090.83 6,045.01 2,985.40 33.19 -2.71 0.176 110.00 -14.90 -19.90 0.00 -494.72 0.00 494.72 4,161.32 2,080.66 5,985.94 2,956.23 33.75 -2.73 0.171 115.00 -12.71 -17.74 0.00 -395.22 0.00 395.22 4,056.48 2,028.24 5,686.07 2,808.14 36.64 -2.80 0.144 120.00 -11.55 -17.01 0.00 -306.53 0.00 306.53 3,951.65 1,975.82 5,393.91 2,663.85 39.60 -2.86 0.118 125.00 -10.42 -16.43 0.00 -221.47 0.00 221.47 3,846.81 1,923.41 5,109.45 2,523.37 42.62 -2.91 0.091 128.00 -7.49 -12.98 0.00 -171.55 0.00 171.55 3,783.91 1,891.96 4,942.48 2,440.90 44.45 -2.93 0.072 130.00 -7.09 -12.51 0.00 -145.60 0.00 145.60 3,741.98 1,870.99 4,832.70 2,386.69 45.68 -2.94 0.063 135.00 -6.09 -11.82 0.00 -83.08 0.00 83.08 3,637.14 1,818.57 4,563.65 2,253.82 48.78 -2.97 0.039 140.00 -0.29 -0.11 0.00 -0.16 0.00 0.16 3,532.31 1,766.15 4,302.32 2,124.75 51.90 -2.98 0.000 141.50 0.00 -0.09 0.00 0.00 0.00 0.00 3,500.86 1,750.43 4,225.42 2,086.77 52.84 -2.98 0.000 Page: 5 Site Number: 411313 Code: ANSI/TIA-222-G ©2007-2016 by ATC IP LLC. 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Site Name: Tucorovally AZ,AZ Engineering Number: OAA682614_C3_01 8/10/2016 10:23:58 AM Customer: Verizon Wireless Load Case: 0.9D+ 1.6W 90 mph with No Ice (Reduced DL) 20 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX M Y MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (Ib) (Ib) (Ib) (Ib-ft) (lb-ft) (Ib) (Ib) (Ib) (Ib) (Ib) (Ib-ft) (Ib) 0.00 766.9 0.0 0.0 0.0 766.9 0.0 0.0 0.0 5.00 1,446.7 1,497.6 0.0 98.1 1,446.7 1,595.7 0.0 0.0 10.00 1,289.2 1,473.1 0.0 98.1 1,289.2 1,571.2 0.0 0.0 15.00 1,179.2 1,448.6 0.0 98.1 1,179.2 1,546.7 0.0 0.0 20.00 1,119.3 1,424.1 0.0 98.1 1,119.3 1,522.2 0.0 0.0 25.00 1,078.7 1,399.6 0.0 98.1 1,078.7 1,497.7 0.0 0.0 30.00 1,039.0 1,375.1 0.0 98.1 1,039.0 1,473.2 0.0 0.0 35.00 542.9 1,350.6 0.0 98.1 542.9 1,448.7 0.0 0.0 35.33 Top-Section 1 492.2 88.3 0.0 6.5 492.2 94.8 0.0 0.0 40.00 935.5 1,237.8 0.0 91.7 935.5 1,329.4 0.0 0.0 45.00 938.3 1,301.6 0.0 98.1 938.3 1,399.7 0.0 0.0 50.00 911.1 1,277.1 0.0 98.1 911.1 1,375.2 0.0 0.0 55.00 886.6 1,252.6 0.0 98.1 886.6 1,350.7 0.0 0.0 60.00 864.4 1,228.1 0.0 98.1 864.4 1,326.2 0.0 0.0 65.00 844.2 1,203.6 0.0 98.1 844.2 1,301.7 0.0 0.0 70.00 590.6 1,179.1 0.0 98.1 590.6 1,277.2 0.0 0.0 72.11 Top-Section 2 408.3 490.2 0.0 41.4 408.3 531.6 0.0 0.0 75.00 634.8 591.4 0.0 56.7 634.8 648.1 0.0 0.0 80.00 791.7 1,006.0 0.0 98.1 791.7 1,104.2 0.0 0.0 85.00 469.4 984.3 0.0 98.1 469.4 1,082.4 0.0 0.0 86.00 Appertunance(s) 231.5 194.2 122.2 0.0 0.0 162.0 0.0 19.6 353.7 375.9 0.0 0.0 88.00 Appertunance(s) 306.8 385.9 1,084.5 0.0 0.0 153.9 0.0 39.3 1,391.3 579.0 0.0 0.0 90.00 529.8 382.4 0.0 30.5 529.8 412.8 0.0 0.0 95.00 746.8 940.7 0.0 76.1 746.8 1,016.8 0.0 0.0 100.00 660.6 918.9 0.0 76.1 660.6 995.1 0.0 0.0 104.00 Appertunance(s) 362.8 719.5 278.5 0.0 0.0 90.0 0.0 60.9 641.3 870.4 0.0 0.0 105.00 359.4 177.7 0.0 15.2 359.4 192.9 0.0 0.0 109.03 Top-Section 3 355.8 707.2 0.0 61.2 355.8 768.4 0.0 0.0 110.00 417.4 168.1 0.0 14.7 417.4 182.8 0.0 0.0 115.00 Appertunance(s) 691.0 853.6 1,380.3 0.0 0.0 772.2 0.0 75.9 2,071.3 1,701.7 0.0 0.0 120.00 677.1 831.8 0.0 53.7 677.1 885.5 0.0 0.0 125.00 532.8 810.0 0.0 53.7 532.8 863.8 0.0 0.0 128.00 Appertunance(s) 328.1 475.6 2,975.5 0.0 628.2 1,811.6 0.0 32.2 3,303.6 2,319.4 0.0 0.0 130.00 451.5 312.7 0.0 2.9 451.5 315.6 0.0 0.0 135.00 635.0 766.5 0.0 7.2 635.0 773.7 0.0 0.0 140.00 Appertunance(s) 406.7 744.7 10,988.0 0.0 23,816.5 4,050.0 0.0 7.2 11,394.8 4,801.9 0.0 0.0 141.50 92.8 219.2 0.0 0.0 92.8 219.2 0.0 0.0 Totals: 41,843.9 40,751.4 0.00 0.00 Page: 6 Site Number: 411313 Code: ANSI/TIA-222-G 0 2007-2016 by ATC IP LLC. All rights reserved. Site Name: Tucorovally AZ,AZ Engineering Number: OAA682614_C3_01 8/10/2016 10:23:59 AM Customer: Verizon Wireless Load Case: 0.9D+ 1.6W 90 mph with No Ice (Reduced DL) 20 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -40.70 -41.13 0.00 -3,839.27 0.00 3,839.27 6,964.15 3,482.08 15,612.5 7,710.46 0.00 0.00 0.504 5.00 -39.01 -39.78 0.00 -3,633.63 0.00 3,633.63 6,891.21 3,445.60 15,195.7 7,504.62 0.08 -0.14 0.490 10.00 -37.35 -38.57 0.00 -3,434.75 0.00 3,434.75 6,816.94 3,408.47 14,781.4 7,300.01 0.30 -0.28 0.476 15.00 -35.71 -37.47 0.00 -3,241.89 0.00 3,241.89 6,741.35 3,370.68 14,369.8 7,096.71 0.68 -0.42 0.462 20.00 -34.11 -36.42 0.00 -3,054.53 0.00 3,054.53 6,664.44 3,332.22 13,960.9 6,894.79 1.20 -0.56 0.448 25.00 -32.54 -35.41 0.00 -2,872.42 0.00 2,872.42 6,586.21 3,293.10 13,555.0 6,694.31 1.86 -0.70 0.434 30.00 -31.00 -34.42 0.00 -2,695.39 0.00 2,695.39 6,506.65 3,253.33 13,152.1 6,495.35 2.67 -0.84 0.420 35.00 -29.52 -33.89 0.00 -2,523.29 0.00 2,523.29 6,425.78 3,212.89 12,752.5 6,297.99 3.62 -0.97 0.405 35.33 -29.39 -33.43 0.00 -2,512.11 0.00 2,512.11 6,420.39 3,210.20 12,726.2 6,285.02 3.69 -0.98 0.404 35.33 -29.39 -33.43 0.00 -2,512.11 0.00 2,512.11 6,420.39 3,210.20 12,726.2 6,285.02 3.69 -0.98 0.404 40.00 -28.01 -32.54 0.00 -2,355.98 0.00 2,355.98 6,324.29 3,162.14 12,318.6 6,083.73 4.72 -1.11 0.392 45.00 -26.56 -31.63 0.00 -2,193.30 0.00 2,193.30 6,206.35 3,103.17 11,860.8 5,857.63 5.95 -1.24 0.379 50.00 -25.13 -30.74 0.00 -2,035.16 0.00 2,035.16 6,088.41 3,044.20 11,411.7 5,635.82 7.32 -1.37 0.365 55.00 -23.74 -29.88 0.00 -1,881.44 0.00 1,881.44 5,970.47 2,985.23 10,971.2 5,418.29 8.82 -1.50 0.351 60.00 -22.38 -29.02 0.00 -1,732.06 0.00 1,732.06 5,852.53 2,926.26 10,539.4 5,205.03 10.46 -1.62 0.337 65.00 -21.04 -28.19 0.00 -1,586.94 0.00 1,586.94 5,734.59 2,867.29 10,116.3 4,996.06 12.22 -1.74 0.321 70.00 -19.74 -27.58 0.00 -1,446.02 0.00 1,446.02 5,616.65 2,808.33 9,701.84 4,791.37 14.11 -1.86 0.305 72.11 -19.20 -27.18 0.00 -1,387.82 0.00 1,387.82 5,566.88 2,783.44 9,529.54 4,706.28 14.94 -1.91 0.298 72.11 -19.20 -27.18 0.00 -1,387.82 0.00 1,387.82 4,955.75 2,477.88 8,508.85 4,202.20 14.94 -1.91 0.334 75.00 -18.53 -26.55 0.00 -1,309.28 0.00 1,309.28 4,895.16 2,447.58 8,300.83 4,099.47 16.12 -1.98 0.323 80.00 -17.40 -25.76 0.00 -1,176.52 0.00 1,176.52 -4,790.33 2,395.16 7,947.01 3,924.73 18.25 -2.10 0.304 85.00 -16.30 -25.27 0.00 -1,047.73 0.00 1,047.73 4,685.49 2,342.75 7,600.90 3,753.80 20.51 -2.22 0.283 86.00 -15.93 -24.91 0.00 -1,022.46 0.00 1,022.46 4,664.52 2,332.26 7,532.60 3,720.07 20.98 -2.24 0.278 88.00 -15.39 -23.51 0.00 -972.64 0.00 972.64 4,622.59 2,311.29 7,396.93 3,653.07 21.93 -2.28 0.270 90.00 -14.96 -22.98 0.00 -925.63 0.00 925.63 4,580.66 2,290.33 7,262.50 3,586.67 22.89 -2.33 0.261 95.00 -13.94 -22.22 0.00 -810.72 0.00 810.72 4,475.82 2,237.91 6,931.80 3,423.35 25.39 -2.43 0.240 100.00 -12.94 -21.53 0.00 -699.63 0.00 699.63 4,370.99 2,185.49 6,608.81 3,263.84 27.99 -2.53 0.217 104.00 -12.09 -20.86 0.00 -613.49 0.00 613.49 4,287.12 2,143.56 6,355.96 3,138.97 30.14 -2.60 0.198 105.00 -11.89 -20.51 0.00 -592.63 0.00 592.63 4,266.15 2,133.08 6,293.52 3,108.13 30.69 -2.62 0.194 109.03 -11.13 -20.12 0.00 -509.99 0.00 509.99 4,181.65 2,090.83 6,045.01 2,985.40 32.93 -2.69 0.174 109.03 -11.13 -20.12 0.00 -509.99 0.00 509.99 4,181.65 2,090.83 6,045.01 2,985.40 32.93 -2.69 0.174 110.00 -10.95 -19.70 0.00 -490.47 0.00 490.47 4,161.32 2,080.66 5,985.94 2,956.23 33.48 -2.70 0.169 115.00 -9.33 -17.57 0.00 -391.95 0.00 391.95 4,056.48 2,028.24 5,686.07 2,808.14 36.35 -2.77 0.142 120.00 -8.46 -16.85 0.00 -304.13 0.00 304.13 3,951.65 1,975.82 5,393.91 2,663.85 39.28 -2.83 0.116 125.00 -7.62 -16.28 0.00 -219.86 0.00 219.86 3,846.81 1,923.41 5,109.45 2,523.37 42.28 -2.88 0.089 128.00 -5.46 -12.87 0.00 -170.38 0.00 170.38 3,783.91 1,891.96 4,942.48 2,440.90 44.10 -2.91 0.071 130.00 -5.17 -12.40 0.00 -144.64 0.00 144.64 3,741.98 1,870.99 4,832.70 2,386.69 45.32 -2.92 0.062 135.00 -4.42 -11.73 0.00 -82.63 0.00 82.63 3,637.14 1,818.57 4,563.65 2,253.82 48.39 -2.95 0.038 140.00 -0.21 -0.10 0.00 -0.16 0.00 0.16 3,532.31 1,766.15 4,302.32 2,124.75 51.48 -2.96 0.000 141.50 0.00 -0.09 0.00 0.00 0.00 0.00 3,500.86 1,750.43 4,225.42 2,086.77 52.41 -2.96 0.000 Page: 7 Site Number: 411313 Code: ANSI/TIA-222-G ©2007-2016 by ATC IP LLC. 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Site Name: Tucorovally AZ,AZ Engineering Number: OAA682614_C3_01 8/10/2016 10:23:59 AM Customer: Verizon Wireless Load Case: 1.0D+ 1.0W Serviceability 60 mph 19 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor : 1.00 Wind Load Factor: 1.00 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Bev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (Ib) (Ib) (Ib) (Ib-ft) (Ib-ft) (Ib) (Ib) (Ib) (Ib) (Ib) (Ib-ft) (Ib) 0.00 213.0 0.0 0.0 0.0 213.0 0.0 0.0 0.0 5.00 401.9 1,664.0 0.0 109.1 401.9 1,773.0 0.0 0.0 10.00 358.1 1,636.7 0.0 109.1 358.1 1,745.8 0.0 0.0 15.00 327.5 1,609.5 0.0 109.1 327.5 1,718.6 0.0 0.0 20.00 310.9 1,582.3 0.0 109.1 310.9 1,691.3 0.0 0.0 25.00 299.6 1,555.1 0.0 109.1 299.6 1,664.1 0.0 0.0 30.00 288.6 1,527.8 0.0 109.1 288.6 1,636.9 0.0 0.0 35.00 150.8 1,500.6 0.0 109.1 150.8 1,609.7 0.0 0.0 35.33 Top-Section 1 136.7 98.1 0.0 7.2 136.7 105.3 0.0 0.0 40.00 259.9 1,375.3 0.0 101.9 259.9 1,477.2 0.0 0.0 45.00 260.6 1,446.2 0.0 109.1 260.6 1,555.2 0.0 0.0 50.00 253.1 1,418.9 0.0 109.1 253.1 1,528.0 0.0 0.0 55.00 246.3 1,391.7 0.0 109.1 246.3 1,500.8 0.0 0.0 60.00 240.1 1,364.5 0.0 109.1 240.1 1,473.6 0.0 0.0 65.00 234.5 1,337.3 0.0 109.1 234.5 1,446.3 0.0 0.0 70.00 164.1 1,310.1 0.0 109.1 164.1 1,419.1 0.0 0.0 72.11 Top-Section 2 113.4 544.7 0.0 46.0 113.4 590.7 0.0 0.0 75.00 176.3 657.1 0.0 63.0 176.3 720.2 0.0 0.0 80.00 219.9 1,117.8 0.0 109.1 219.9 1,226.9 0.0 0.0 85.00 130.4 1,093.6 0.0 109.1 130.4 1,202.7 0.0 0.0 86.00 Appertunance(s) 64.3 215.8 34.0 0.0 0.0 180.0 0.0 21.8 98.3 417.6 0.0 0.0 88.00 Appertunance(s) 85.2 428.7 301.2 0.0 0.0 171.0 0.0 43.6 386.5 643.4 0.0 0.0 90.00 147.2 424.9 0.0 33.8 147.2 458.7 0.0 0.0 95.00 207.4 1,045.2 0.0 84.6 207.4 1,129.8 0.0 0.0 100.00 183.5 1,021.0 0.0 84.6 183.5 1,105.6 0.0 0.0 104.00 Appertunance(s) 100.8 799.4 77.4 0.0 0.0 100.0 0.0 67.7 178.1 967.1 0.0 0.0 105.00 99.8 197.4 0.0 16.9 99.8 214.3 0.0 0.0 109.03 Top-Section 3 98.8 785.8 0.0 67.9 98.8 853.8 0.0 0.0 110.00 116.0 186.8 0.0 16.4 116.0 203.2 0.0 0.0 115.00 Appertunance(s) 191.9 948.4 383.4 0.0 0.0 858.0 0.0 84.3 575.4 1,890.7 0.0 0.0 120.00 188.1 924.2 0.0 59.7 188.1 983.9 0.0 0.0 125.00 148.0 900.0 0.0 59.7 148.0 959.7 0.0 0.0 128.00 Appertunance(s) 91.1 528.4 826.5 0.0 174.5 2,012.9 0.0 35.8 917.7 2,577.1 0.0 0.0 130.00 125.4 347.4 0.0 3.2 125.4 350.6 0.0 0.0 135.00 176.4 851.6 0.0 8.1 176.4 859.7 0.0 0.0 140.00 Appertunance(s) 113.0 827.4 3,052.2 0.0 6,615.7 4,500.0 0.0 8.1 3,165.2 5,335.5 0.0 0.0 141.50 25.8 243.5 0.0 0.0 25.8 243.5 0.0 0.0 Totals: 11,623.3 45,279.4 0.00 0.00 Page: 8 Site Number: 411313 Code: ANSI/TIA-222-G ©2007-2016 by ATC IP LLC. 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Site Name: Tucorovally AZ,AZ Engineering Number: OAA682614_C3_01 8/10/2016 10:24:01 AM Customer: Verizon Wireless Load Case: 1.0D+ 1.0W Serviceability 60 mph 19 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -45.28 -11.43 0.00 -1,069.10 0.00 1,069.10 6,964.15 3,482.08 15,612.5 7,710.46 0.00 0.00 0.145 5.00 -43.49 -11.05 0.00 -1,011.97 0.00 1,011.97 6,891.21 3,445.60 15,195.7 7,504.62 0.02 -0.04 0.141 10.00 -41.74 -10.72 0.00 -956.71 0.00 956.71 6,816.94 3,408.47 14,781.4 7,300.01 0.08 -0.08 0.137 15.00 -40.02 -10.42 0.00 -903.10 0.00 903.10 6,741.35 3,370.68 14,369.8 7,096.71 0.19 -0.12 0.133 20.00 -38.32 -10.13 0.00 -851.01 0.00 851.01 6,664.44 3,332.22 13,960.9 6,894.79 0.33 -0.16 0.129 25.00 -36.65 -9.85 0.00 -800.36 0.00 800.36 6,586.21 3,293.10 13,555.0 6,694.31 0.52 -0.20 0.125 30.00 -35.01 -9.58 0.00 -751.12 0.00 751.12 6,506.65 3,253.33 13,152.1 6,495.35 0.74 -0.23 0.121 35.00 -33.40 -9.43 0.00 -703.23 0.00 703.23 6,425.78 3,212.89 12,752.5 6,297.99 1.01 -0.27 0.117 35.33 -33.29 -9.31 0.00 -700.12 0.00 700.12 6,420.39 3,210.20 12,726.2 6,285.02 1.03 -0.27 0.117 35.33 -33.29 -9.31 0.00 -700.12 0.00 700.12 6,420.39 3,210.20 12,726.2 6,285.02 1.03 -0.27 0.117 40.00 -31.81 -9.06 0.00 -656.66 0.00 656.66 6,324.29 3,162.14 12,318.6 6,083.73 1.31 -0.31 0.113 45.00 -30.25 -8.81 0.00 -611.38 0.00 611.38 6,206.35 3,103.17 11,860.8 5,857.63 1.66 -0.35 0.109 50.00 -28.72 -8.56 0.00 -567.34 0.00 567.34 6,088.41 3,044.20 11,411.7 5,635.82 2.04 -0.38 0.105 55.00 -27.21 -8.32 0.00 -524.53 0.00 524.53 5,970.47 2,985.23 10,971.2 5,418.29 2.46 -0.42 0.101 60.00 -25.73 -8.09 0.00 -482.92 0.00 482.92 5,852.53 2,926.26 10,539.4 5,205.03 2.91 -0.45 0.097 65.00 -24.29 -7.85 0.00 -442.49 0.00 442.49 5,734.59 2,867.29 10,116.3 4,996.06 3.40 -0.49 0.093 70.00 -22.87 -7.69 0.00 -403.22 0.00 403.22 5,616.65 2,808.33 9,701.84 4,791.37 3.93 -0.52 0.088 72.11 -22.27 -7.57 0.00 -387.00 0.00 387.00 5,566.88 2,783.44 9,529.54 4,706.28 4.16 -0.53 0.086 72.11 -22.27 -7.57 0.00 -387.00 0.00 387.00 4,955.75 2,477.88 8,508.85 4,202.20 4.16 -0.53 0.097 75.00 -21.55 -7.40 0.00 -365.11 0.00 365.11 4,895.16 2,447.58 8,300.83 4,099.47 4.49 -0.55 0.093 80.00 -20.32 -7.18 0.00 -328.10 0.00 328.10 4,790.33 2,395.16 7,947.01 3,924.73 5.09 -0.58 0.088 85.00 -19.12 -7.04 0.00 -292.20 0.00 292.20 4,685.49 2,342.75 7,600.90 3,753.80 5.72 -0.62 0.082 86.00 -18.70 -6.94 0.00 -285.15 0.00 285.15 4,664.52 2,332.26 7,532.60 3,720.07 5.85 -0.62 0.081 88.00 -18.06 -6.56 0.00 -271.26 0.00 271.26 4,622.59 2,311.29 7,396.93 3,653.07 6.11 -0.64 0.078 90.00 -17.60 -6.41 0.00 -258.15 0.00 258.15 4,580.66 2,290.33 7,262.50 3,586.67 6.38 -0.65 0.076 95.00 -16.47 -6.20 0.00 -226.10 0.00 226.10 4,475.82 2,237.91 6,931.80 3,423.35 7.08 -0.68 0.070 100.00 -15.37 -6.01 0.00 -195.12 0.00 195.12 4,370.99 2,185.49 6,608.81 3,263.84 7.80 -0.71 0.063 104.00 -14.40 -5.82 0.00 -171.09 0.00 171.09 4,287.12 2,143.56 6,355.96 3,138.97 8.40 -0.73 0.058 105.00 -14.19 -5.72 0.00 -165.27 0.00 165.27 4,266.15 2,133.08 6,293.52 3,108.13 8.55 -0.73 0.057 109.03 -13.33 -5.61 0.00 -142.22 0.00 142.22 4,181.65 2,090.83 6,045.01 2,985.40 9.18 -0.75 0.051 109.03 -13.33 -5.61 0.00 -142.22 0.00 142.22 4,181.65 2,090.83 6,045.01 2,985.40 9.18 -0.75 0.051 110.00 -13.13 -5.50 0.00 -136.78 0.00 136.78 4,161.32 2,080.66 5,985.94 2,956.23 9.33 -0.75 0.049 115.00 -11.24 -4.90 0.00 -109.29 0.00 109.29 4,056.48 2,028.24 5,686.07 2,808.14 10.13 -0.77 0.042 120.00 -10.26 -4.70 0.00 -84.79 0.00 84.79 3,951.65 1,975.82 5,393.91 2,663.85 10.95 -0.79 0.034 125.00 -9.30 -4.54 0.00 -61.28 0.00 61.28 3,846.81 1,923.41 5,109.45 2,523.37 11.79 -0.80 0.027 128.00 -6.74 -3.59 0.00 -47.48 0.00 47.48 3,783.91 1,891.96 4,942.48 2,440.90 12.29 -0.81 0.021 130.00 -6.39 -3.46 0.00 -40.31 0.00 40.31 3,741.98 1,870.99 4,832.70 2,386.69 12.63 -0.81 0.019 135.00 -5.53 -3.27 0.00 -23.01 0.00 23.01 3,637.14 1,818.57 4,563.65 2,253.82 13.49 -0.82 0.012 140.00 -0.24 -0.03 0.00 -0.04 0.00 0.04 3,532.31 1,766.15 4,302.32 2,124.75 14.35 -0.82 0.000 141.50 0.00 -0.03 0.00 0.00 0.00 0.00 3,500.86 1,750.43 4,225.42 2,086.77 14.61 -0.82 0.000 Page: 9 Site Num ber: 411313 Code: ANSI/TIA-222-G 0 2007-2016 by ATC IP LLC. 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Site Name: Tucorovally AZ,AZ Engineering Number: OAA682614_C3_01 8/10/2016 10:24:01 AM Customer: Verizon Wireless Equivalent Lateral Forces Method Analysis (Based on ASCE7-10 Chapters 11, 12, 15) Spectral Response Acceleration for Short Period(SS): 0.27 Spectral Response Acceleration at 1.0 Second Period(Si): 0.08 Long-Period Transition Period (TL): 6 Importance Factor(IE): 1.00 Site Coefficient Fa: 1.58 Site Coeffie cie nt Fv: 2.40 Response Modification Coefficient(R): 1.50 Design Spectral Response Acceleration at Short Period (Sds): 0.29 Design Spectral Response Acceleration at 1.0 Second Period(Shc): 0.12 Seismic Response Coefficient(CS): 0.05 Upper Limit CS 0.05 Lower Limit CS 0.03 Period based on Rayleigh Method (sec): 1.72 Redundancy Factor(p): 1.30 Seismic Force Distribution Exponent(k): 1.61 Total Unfacto re d Dead Load: 45.28 k Seismic Base Shear(E): 2.82 k Load Case (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method Height Above Horizontal Vertical Base Weight WZ Force Force Segment (ft) (Ib) (lb-ft) C vX (Ib) (Ib) 36 140.75 244 694 0.013 36 306 35 137.50 835 2,293 0.042 119 1,050 34 132.50 860 2,223 0.041 116 1,081 33 129.00 351 869 0.016 45 441 32 126.50 564 1,354 0.025 70 709 31 122.50 960 2,188 0.040 114 1,206 30 117.50 984 2,098 0.039 109 1,237 29 112.50 1,033 2,053 0.038 107 1,298 28 109.51 203 387 0.007 20 255 27 107.01 854 1,566 0.029 81 1,073 26 104.50 214 378 0.007 20 269 25 102.00 867 1,472 0.027 77 1,090 24 97.50 1,106 1,746 0.032 91 1,390 23 92.50 1,130 1,639 0.030 85 1,420 22 89.00 459 626 0.012 33 577 21 87.00 472 621 0.011 32 594 20 85.50 238 304 0.006 16 299 19 82.50 1,203 1,452 0.027 76 1,512 18 77.50 1,227 1,339 0.025 70 1,542 17 73.56 720 723 0.013 38 905 16 71.06 591 561 0.010 29 743 15 67.50 1,419 1,241 0.023 65 1,784 14 62.50 1,446 1,117 0.021 58 1,818 Page: 10 Site Nur ber: 411313 Code: ANSI/TIA-222-G 0 2007-2016 by ATC IP LLC. 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Site Name: Tucorovally AZ,AZ Engineering Number: OAA682614_C3_01 8/10/2016 10:24:01 AM Customer: Verizon Wireless 13 57.50 1,474 995 0.018 52 1,852 12 52.50 1,501 876 0.016 46 1,887 11 47.50 1,528 759 0.014 40 1,921 10 42.50 1,555 646 0.012 34 1,955 9 37.67 1,477 505 0.009 26 1,857 8 35.17 105 32 0.001 2 132 7 32.50 1,610 434 0.008 23 2,023 6 27.50 1,637 338 0.006 18 2,058 5 22.50 1,664 249 0.005 13 2,092 4 17.50 1,691 169 0.003 9 2,126 3 12.50 1,719 100 0.002 5 2,160 2 7.50 1,746 45 0.001 2 2,194 1 2.50 1,773 8 0.000 0 2,229 Alcatel-Lucent 9341 140.00 132 373 0.007 19 166 Alcatel-Lucent 9341 140.00 159 449 0.008 23 200 Alcatel-Lucent B66a 140.00 201 568 0.010 30 253 Alcatel-Lucent FDD R 140.00 153 432 0.008 22 192 Ante/ HEX658CU0000G 140.00 175 494 0.009 26 220 Antel HDC858CW0000G 140.00 350 988 0.018 51 439 Flat Platform w/Han 140.00 2,000 5,651 0.104 294 2,514 VZW Unused Reserve: 140.00 1,331 3,760 0.069 196 1,673 Powerwave LGP18601 128.00 30 73 0.001 4 37 6.7"x 10.7"TTA 128.00 59 145 0.003 8 75 Raycap DC6-48-60-18- 128.00 20 49 0.001 3 25 Alcatel-Lucent RRH2X 128.00 156 382 0.007 20 196 Powerwave RA 11.7721. 128.00 49 120 0.002 6 62 Andrew SBNHH-1D65C 128.00 198 485 0.009 25 249 Flat Low Profile Pla 128.00 1,500 3,670 0.068 191 1,886 EMS DR65-15-00DPL2 115.00 108 222 0.004 12 136 Round T-Arm 115.00 750 1,545 0.029 80 943 3' Dish w/Radom a 104.00 100 175 0.003 9 126 RFS APXVSPPI8-C-A20 88.00 171 229 0.004 12 215 Alcatel-Lucent RRH2x 86.00 180 232 0.004 12 226 45,279 54,144 1.000 2,817 56,917 Load Case (0.9 -0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method Height Above Horizontal Vertical Base Weight WZ Force Force Segment (ft) (Ib) (lb-ft) Cvx (Ib) (Ib) 36 140.75 244 694 0.013 36 205 35 137.50 835 2,293 0.042 119 704 34 132.50 860 2,223 0.041 116 725 33 129.00 351 869 0.016 45 296 32 126.50 564 1,354 0.025 70 476 31 122.50 960 2,188 0.040 114 809 30 117.50 984 2,098 0.039 109 829 29 112.50 1,033 2,053 0.038 107 871 28 109.51 203 387 0.007 20 171 27 107.01 854 1,566 0.029 81 720 26 104.50 214 378 0.007 20 181 25 102.00 867 1,472 0.027 77 731 24 97.50 1,106 1,746 0.032 91 932 23 92.50 1,130 1,639 0.030 85 952 22 89.00 459 626 0.012 33 387 21 87.00 472 621 0.011 32 398 20 85.50 238 304 0.006 16 200 19 82.50 1,203 1,452 0.027 76 1,014 18 77.50 1,227 1,339 0.025 70 1,034 17 73.56 720 723 0.013 38 607 16 71.06 591 561 0.010 29 498 Page: 11 ©2007-2016 b ATC IP LLC. 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Site Number: 411313 Code: ANSI/TIA-222-G Y 9 Site Name: Tucorovally AZ,AZ Engineering Number: OAA682614_C3_01 8/10/2016 10:24:01 AM Customer: Verizon Wireless 15 67.50 1,419 1,241 0.023 65 1,196 14 62.50 1,446 1,117 0.021 58 1,219 13 57.50 1,474 995 0.018 52 1,242 12 52.50 1,501 876 0.016 46 1,265 11 47.50 1,528 759 0.014 40 1,288 10 42.50 1,555 646 0.012 34 1,311 9 37.67 1,477 505 0.009 26 1,245 8 35.17 105 32 0.001 2 89 7 32.50 1,610 434 0.008 23 1,357 6 27.50 1,637 338 0.006 18 1,380 5 22.50 1,664 249 0.005 13 1,403 4 17.50 1,691 169 0.003 9 1,426 3 12.50 1,719 100 0.002 5 1,449 2 7.50 1,746 45 0.001 2 1,472 1 2.50 1,773 8 0.000 0 1,495 Alcatel-Lucent 9341 140.00 132 373 0.007 19 111 Alcatel-Lucent 9341 140.00 159 449 0.008 23 134 Alcatel-Lucent B66a 140.00 201 568 0.010 30 169 Alcatel-Lucent FDD R 140.00 153 432 0.008 22 129 Antel HEX658C00000G 140.00 175 494 0.009 26 147 Antel HEX858CW0000G 140.00 350 988 0.018 51 295 Flat Platform w/Han 140.00 2,000 5,651 0.104 294 1,686 VZW Unused Reserve: 140.00 1,331 3,760 0.069 196 1,122 Powerwave LGP18601 128.00 30 73 0.001 4 25 6.7"x 10.7"TTA 128.00 59 145 0.003 8 50 Raycap DC6-48-60-18- 128.00 20 49 0.001 3 17 Alcatel-Lucent RRH2X 128.00 156 382 0.007 20 132 Powerwave RA 11.7721. 128.00 49 120 0.002 6 41 Andrew SBNHH-1D65C 128.00 198 485 0.009 25 167 Flat Low Profile PIa 128.00 1,500 3,670 0.068 191 1,264 EMS DR65-15-00DPL2 115.00 108 222 0.004 12 91 Round T-Arm 115.00 750 1,545 0.029 80 632 3' Dish w/Radom a 104.00 100 175 0.003 9 84 RFS APXVSPPI8-C-A20 88.00 171 229 0.004 12 144 Alcatel-Lucent RRH2x 86.00 180 232 0.004 12 152 45,279 54,144 1.000 2,817 38,169 Page: 12 Site Number: 411313 Code: ANSI/TIA-222-G 0 2007-2016 by ATC IP LLC. 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Site Name: Tucorovally AZ,AZ Engineering Number: OAA682614_C3_01 8/10/2016 10:24:01 AM Customer: Verizon Wireless Load Case (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -54.69 -2.82 0.00 -313.78 0.00 313.78 6,964.15 3,482.08 15,612.5 7,710.46 0.00 0.00 0.049 5.00 -52.49 -2.83 0.00 -299.67 0.00 299.67 6,891.21 3,445.60 15,195.7 7,504.62 0.01 -0.01 0.048 10.00 -50.33 -2.83 0.00 -285.53 0.00 285.53 6,816.94 3,408.47 14,781.4 7,300.01 0.02 -0.02 0.046 15.00 -48.21 -2.83 0.00 -271.36 0.00 271.36 6,741.35 3,370.68 14,369.8 7,096.71 0.06 -0.04 0.045 20.00 -46.11 -2.83 0.00 -257.19 0.00 257.19 6,664.44 3,332.22 13,960.9 6,894.79 0.10 -0.05 0.044 25.00 -44.06 -2.82 0.00 -243.04 0.00 243.04 6,586.21 3,293.10 13,555.0 6,694.31 0.15 -0.06 0.043 30.00 -42.03 -2.80 0.00 -228.95 0.00 228.95 6,506.65 3,253.33 13,152.1 6,495.35 0.22 -0.07 0.042 35.00 -41.90 -2.80 0.00 -214.94 0.00 214.94 6,425.78 3,212.89 12,752.5 6,297.99 0.30 -0.08 0.041 35.33 -40.04 -2.78 0.00 -214.01 0.00 214.01 6,420.39 3,210.20 12,726.2 6,285.02 0.31 -0.08 0.040 35.33 -40.04 -2.78 0.00 -214.01 0.00 214.01 6,420.39 3,210.20 12,726.2 6,285.02 0.31 -0.08 0.040 40.00 -38.09 -2.75 0.00 -201.03 0.00 201.03 6,324.29 3,162.14 12,318.6 6,083.73 0.39 -0.09 0.039 45.00 -36.16 -2.71 0.00 -187.28 0.00 187.28 6,206.35 3,103.17 11,860.8 5,857.63 0.50 -0.10 0.038 50.00 -34.28 -2.67 0.00 -173.71 0.00 173.71 6,088.41 3,044.20 11,411.7 5,635.82 0.61 -0.12 0.036 55.00 -32.43 -2.62 0.00 -160.35 0.00 160.35 5,970.47 2,985.23 10,971.2 5,418.29 0.74 -0.13 0.035 60.00 -30.61 -2.57 0.00 -147.24 0.00 147.24 5,852.53 2,926.26 10,539.4 5,205.03 0.88 -0.14 0.034 65.00 -28.82 -2.50 0.00 -134.41 0.00 134.41 5,734.59 2,867.29 10,116.3 4,996.06 1.03 -0.15 0.032 70.00 -28.08 -2.47 0.00 -121.90 0.00 121.90 5,616.65 2,808.33 9,701.84 4,791.37 1.18 -0.16 0.030 72.11 -27.17 -2.44 0.00 -116.68 0.00 116.68 5,566.88 2,783.44 9,529.54 4,706.28 1.25 -0.16 0.030 72.11 -27.17 -2.44 0.00 -116.68 0.00 116.68 4,955.75 2,477.88 8,508.85 4,202.20 1.25 -0.16 0.033 75.00 -25.63 -2.37 0.00 -109.64 0.00 109.64 4,895.16 2,447.58 8,300.83 4,099.47 1.35 -0.17 0.032 80.00 -24.12 -2.29 0.00 -97.81 0.00 97.81 4,790.33 2,395.16 7,947.01 3,924.73 1.53 -0.18 0.030 85.00 -23.82 -2.28 0.00 -86.36 0.00 86.36 4,685.49 2,342.75 7,600.90 3,753.80 1.73 -0.19 0.028 86.00 -23.00 -2.23 0.00 -84.09 0.00 84.09 4,664.52 2332.26 7,532.60 3,720.07 1.76 -0.19 0.028 88.00 -22.21 -2.18 0.00 -79.63 0.00 79.63 4,622.59 2,311.29 7,396.93 3,653.07 1.84 -0.19 0.027 90.00 -20.79 -2.10 0.00 -75.26 0.00 75.26 4,580.66 2,290.33 7,262.50 3,586.67 1.93 -0.20 0.026 95.00 -19.40 -2.00 0.00 -64.78 0.00 64.78 4,475.82 2,237.91 6,931.80 3,423.35 2.14 -0.20 0.023 100.00 -18.31 -1.92 0.00 -54.76 0.00 54.76 4,370.99 2,185.49 6,608.81 3,263.84 2.35 -0.21 0.021 104.00 -17.92 -1.90 0.00 -47.06 0.00 47.06 4,287.12 2,143.56 6,355.96 3,138.97 2.53 -0.22 0.019 105.00 -16.84 -1.81 0.00 -45.17 0.00 45.17 4,266.15 2,133.08 6,293.52 3,108.13 2.58 -0.22 0.018 109.03 -16.59 -1.79 0.00 -37.87 0.00 37.87 4,181.65 2,090.83 6,045.01 2,985.40 2.77 -0.22 0.017 109.03 -16.59 -1.79 0.00 -37.87 0.00 37.87 4,181.65 2,090.83 6,045.01 2,985.40 2.77 -0.22 0.017 110.00 -15.29 -1.68 0.00 -36.13 0.00 36.13 4,161.32 2,080.66 5,985.94 2,956.23 2.81 -0.23 0.016 115.00 -12.97 -1.47 0.00 -27.73 0.00 27.73 4,056.48 2,028.24 5,686.07 2,808.14 3.05 -0.23 0.013 120.00 -11.77 -1.35 0.00 -20.38 0.00 20.38 3,951.65 1,975.82 5,393.91 2,663.85 3.29 -0.23 0.011 125.00 -11.06 -1.28 0.00 -13.62 0.00 13.62 3,846.81 1,923.41 5,109.45 2,523.37 3.54 -0.24 0.008 128.00 -8.09 -0.97 0.00 -9.78 0.00 9.78 3,783.91 1,891.96 4,942.48 2,440.90 3.69 -0.24 0.006 130.00 -7.01 -0.85 0.00 -7.84 0.00 7.84 3,741.98 1,870.99 4,832.70 2,386.69 3.79 -0.24 0.005 135.00 -5.96 -0.72 0.00 -3.61 0.00 3.61 3,637.14 1,818.57 4,563.65 2,253.82 4.04 -0.24 0.003 140.00 0.00 0.00 0.00 0.00 0.00 0.00 3,532.31 1,766.15 4,302.32 2,124.75 4.30 -0.24 0.000 141.50 0.00 0.00 0.00 0.00 0.00 0.00 3,500.86 1,750.43 4,225.42 2,086.77 4.37 -0.24 0.000 Page: 13 Site Num ber: 411313 Code: ANSI/TIA-222-G ©2007-2016 by ATC IP LLC. 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Site Name: Tucorovally AZ,AZ Engineering Number: OAA682614_C3_01 8/10/2016 10:24:01 AM Customer: Verizon Wireless Load Case (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -36.67 -2.82 0.00 -311.15 0.00 311.15 6,964.15 3,482.08 15,612.5 7,710.46 0.00 0.00 0.046 5.00 -35.20 -2.82 0.00 -297.05 0.00 297.05 6,891.21 3,445.60 15,195.7 7,504.62 0.01 -0.01 0.045 10.00 -33.75 -2.83 0.00 -282.93 0.00 282.93 6,816.94 3,408.47 14,781.4 7,300.01 0.02 -0.02 0.044 15.00 -32.33 -2.82 0.00 -268.81 0.00 268.81 6,741.35 3,370.68 14,369.8 7,096.71 0.06 -0.03 0.043 20.00 -30.92 -2.81 0.00 -254.69 0.00 254.69 6,664.44 3,332.22 13,960.9 6,894.79 0.10 -0.05 0.042 25.00 -29.54 -2.80 0.00 -240.62 0.00 240.62 6,586.21 3,293.10 13,555.0 6,694.31 0.15 -0.06 0.040 30.00 -28.19 -2.78 0.00 -226.61 0.00 226.61 6,506.65 3,253.33 13,152.1 6,495.35 0.22 -0.07 0.039 35.00 -28.10 -2.78 0.00 -212.69 0.00 212.69 6,425.78 3,212.89 12,752.5 6,297.99 0.30 -0.08 0.038 35.33 -26.85 -2.76 0.00 -211.77 0.00 211.77 6,420.39 3,210.20 12,726.2 6,285.02 0.30 -0.08 0.038 35.33 -26.85 -2.76 0.00 -211.77 0.00 211.77 6,420.39 3,210.20 12,726.2 6,285.02 0.30 -0.08 0.038 40.00 -25.54 -2.73 0.00 -198.89 0.00 198.89 6,324.29 3,162.14 12,318.6 6,083.73 0.39 -0.09 0.037 45.00 -24.25 -2.69 0.00 -185.25 0.00 185.25 6,206.35 3,103.17 11,860.8 5,857.63 0.49 -0.10 0.036 50.00 -22.99 -2.65 0.00 -171.79 0.00 171.79 6,088.41 3,044.20 11,411.7 5,635.82 0.61 -0.11 0.034 55.00 -21.74 -2.60 0.00 -158.55 0.00 158.55 5,970.47 2,985.23 10,971.2 5,418.29 0.73 -0.12 0.033 60.00 -20.52 -2.54 0.00 -145.57 0.00 145.57 5,852.53 2,926.26 10,539.4 5,205.03 0.87 -0.14 0.031 65.00 -19.33 -2.48 0.00 -132.87 0.00 132.87 5,734.59 2,867.29 10,116.3 4,996.06 1.02 -0.15 0.030 70.00 -18.83 -2.45 0.00 -120.48 0.00 120.48 5,616.65 2,808.33 9,701.84 4,791.37 1.17 -0.16 0.028 72.11 -18.22 -2.41 0.00 -115.32 0.00 115.32 5,566.88 2,783.44 9,529.54 4,706.28 1.24 -0.16 0.028 72.11 -18.22 -2.41 0.00 -115.32 0.00 115.32 4,955.75 2,477.88 8,508.85 4,202.20 1.24 -0.16 0.031 75.00 -17.19 -2.34 0.00 -108.35 0.00 108.35 4,895.16 2,447.58 8,300.83 4,099.47 1.34 -0.16 0.030 80.00 -16.17 -2.26 0.00 -96.66 0.00 96.66 4,790.33 2,395.16 7,947.01 3,924.73 1.52 -0.18 0.028 85.00 -15.97 -2.25 0.00 -85.33 0.00 85.33 4,685.49 2,342.75 7,600.90 3,753.80 1.71 -0.18 0.026 86.00 -15.42 -2.20 0.00 -83.09 0.00 83.09 4,664.52 2,332.26 7,532.60 3,720.07 1.75 -0.19 0.026 88.00 -14.89 -2.16 0.00 -78.68 0.00 78.68 4,622.59 2,311.29 7,396.93 3,653.07 1.83 -0.19 0.025 90.00 -13.94 -2.07 0.00 -74.36 0.00 74.36 4,580.66 2,290.33 7,262.50 3,586.67 1.91 -0.19 0.024 95.00 -13.01 -1.98 0.00 -64.00 0.00 64.00 4,475.82 2,237.91 6,931.80 3,423.35 2.11 -0.20 0.022 100.00 -12.28 -1.90 0.00 -54.10 0.00 54.10 4,370.99 2,185.49 6,608.81 3,263.84 2.33 -0.21 0.019 104.00 -12.01 -1.87 0.00 -46.50 0.00 46.50 4,287.12 2,143.56 6,355.96 3,138.97 2.51 -0.22 0.018 105.00 -11.29 -1.79 0.00 -44.62 0.00 44.62 4,266.15 2,133.08 6,293.52 3,108.13 2.55 -0.22 0.017 109.03 -11.12 -1.77 0.00 -37.41 0.00 37.41 4,181.65 2,090.83 6,045.01 2,985.40 2.74 -0.22 0.015 109.03 -11.12 -1.77 0.00 -37.41 0.00 37.41 4,181.65 2,090.83 6,045.01 2,985.40 2.74 -0.22 0.015 110.00 -10.25 -1.66 0.00 -35.70 0.00 35.70 4,161.32 2,080.66 5,985.94 2,956.23 2.78 -0.22 0.015 115.00 -8.70 -1.45 0.00 -27.40 0.00 27.40 4,056.48 2,028.24 5,686.07 2,808.14 3.02 -0.23 0.012 120.00 -7.89 -1.34 0.00 -20.14 0.00 20.14 3,951.65 1,975.82 5,393.91 2,663.85 3.26 -0.23 0.010 125.00 -7.41 -1.26 0.00 -13.46 0.00 13.46 3,846.81 1,923.41 5,109.45 2,523.37 3.51 -0.24 0.007 128.00 -5.42 -0.95 0.00 -9.66 0.00 9.66 3,783.91 1,891.96 4,942.48 2,440.90 3.65 -0.24 0.005 130.00 -4.70 -0.84 0.00 -7.75 0.00 7.75 3,741.98 1,870.99 4,832.70 2,386.69 3.75 -0.24 0.005 135.00 -4.00 -0.71 0.00 -3.57 0.00 3.57 3,637.14 1,818.57 4,563.65 2,253.82 4.00 -0.24 0.003 140.00 0.00 0.00 0.00 0.00 0.00 0.00 3,532.31 1,766.15 4,302.32 2,124.75 4.25 -0.24 0.000 141.50 0.00 0.00 0.00 0.00 0.00 0.00 3,500.86 1,750.43 4,225.42 2,086.77 4.33 -0.24 0.000 Page: 14 Site Number: 411313 Code: ANSI/TIA-222-G ©2007-2016 by ATC IP LLC. 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Site Name: Tucorovally AZ,AZ Engineering Number: OAA682614_C3_01 8/10/2016 10:24:01 AM Customer: Verizon Wireless Equivalent Modal Forces Analysis (Based on ASCE7-10 Chapters 11,12&15 and ANSI/TIA-G,section 2.7) Spectral Response Acceleration for Short Period (Se): 0.27 Spectral Response Acceleration at 1.0 Second Period (Si): 0.08 Importance Factor(1E): 1.00 Site Coefficient Fa: 1.58 Site Coefficient Fv 2.40 Response Modification Coefficient(R): 1.50 Design Spectral Response Acceleration at Short Period (Sds): 0.29 Desing Spectral Response Acceleration at 1.0 Second Period (Shc): 0.12 Period Based on Rayleigh Method (sec): 1.72 Redundancy Factor(p): 1.30 Load Case (1.2 + 0.2Sds)* DL + E EMAM Seismic Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (Ib) a b c Saz (Ib) (Ib) 36 140.75 244 1.870 1.876 1.102 0.527 111 306 35 137.50 835 1.785 1.470 0.951 0.448 324 1,050 34 132.50 860 1.657 0.967 0.751 0.339 252 1,081 33 129.00 351 1.571 0.691 0.631 0.270 82 441 32 126.50 564 1.511 0.527 0.555 0.226 110 709 31 122.50 960 1.417 0.316 0.449 0.162 134 1,206 30 117.50 984 1.303 0.125 0.339 0.093 80 1,237 29 112.50 1,033 1.195 0.000 0.251 0.038 34 1,298 28 109.51 203 1.132 -0.050 0.207 0.012 2 255 27 107.01 854 1.081 -0.080 0.175 -0.007 -5 1,073 26 104.50 214 1.031 -0.101 0.147 -0.022 -4 269 25 102.00 867 0.982 -0.114 0.123 -0.034 -26 1,090 24 97.50 1,106 0.897 -0.122 0.086 -0.048 -46 1,390 23 92.50 1,130 0.808 -0.113 0.056 -0.051 -50 1,420 22 89.00 459 0.748 -0.100 0.040 -0.047 -19 577 21 87.00 472 0.714 -0.091 0.033 -0.042 -17 594 20 85.50 238 0.690 -0.084 0.028 -0.038 -8 299 19 82.50 1,203 0.642 -0.068 0.020 -0.027 -28 1,512 18 77.50 1,227 0.567 -0.041 0.011 -0.005 -5 1,542 17 73.56 720 0.511 -0.020 0.008 0.013 8 905 16 71.06 591 0.477 -0.008 0.006 0.024 12 743 15 67.50 1,419 0.430 0.008 0.006 0.039 47 1,784 14 62.50 1,446 0.369 0.028 0.008 0.054 68 1,818 13 57.50 1,474 0.312 0.042 0.011 0.065 83 1,852 12 52.50 1,501 0.260 0.053 0.016 0.071 92 1,887 11 47.50 1,528 0.213 0.061 0.022 0.073 97 1,921 10 42.50 1,555 0.171 0.066 0.027 0.073 98 1,955 9 37.67 1,477 0.134 0.069 0.032 0.071 91 1,857 8 35.17 105 0.117 0.070 0.035 0.071 6 132 7 32.50 1,610 0.100 0.071 0.037 0.069 97 2,023 6 27.50 1,637 0.071 0.072 0.040 0.067 96 2,058 5 22.50 1,664 0.048 0.071 0.042 0.065 94 2,092 4 17.50 1,691 0.029 0.068 0.040 0.062 90 2,126 3 12.50 1,719 0.015 0.060 0.035 0.056 83 2,160 Page: 15 Site Nurn ber: 411313 Code: ANSI/TIA-222-G ©2007-2016 by ATC IP LLC. 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Site Name: Tucorovally AZ,AZ Engineering Number: OAA682614_C3_01 8/10/2016 10:24:01 AM Customer: Verizon Wireless 2 7.50 1,746 0.005 0.045 0.026 0.044 66 2,194 1 2.50 1,773 0.001 0.019 0.010 0.020 31 2,229 Alcatel-Lucent 9341 140.00 132 1.850 1.776 1.066 0.508 58 166 Alcatel-Lucent 9341 140.00 159 1.850 1.776 1.066 0.508 70 200 Alcatel-Lucent B66a 140.00 201 1.850 1.776 1.066 0.508 89 253 Alcatel-Lucent FDD R 140.00 153 1.850 1.776 1.066 0.508 67 192 Antel HEX658CU0000G 140.00 175 1.850 1.776 1.066 0.508 77 220 Antel HEX858CW0000G 140.00 350 1.850 1.776 1.066 0.508 154 439 Flat Platform wI Han 140.00 2,000 1.850 1.776 1.066 0.508 881 2,514 VZW Unused Reserve: 140.00 1,331 1.850 1.776 1.066 0.508 586 1,673 Powerwave LGP18601 128.00 30 1.547 0.622 0.600 0.252 6 37 6.7"x 10.7"TTA 128.00 59 1.547 0.622 0.600 0.252 13 75 Raycap DC6-48-60-18- 128.00 20 1.547 0.622 0.600 0.252 4 25 Alcatel-Lucent RRH2X 128.00 156 1.547 0.622 0.600 0.252 34 196 Powerwave RA 11.7721. 128.00 49 1.547 0.622 0.600 0.252 11 62 Andrew SBNHH-1D65C 128.00 198 1.547 0.622 0.600 0.252 43 249 Flat Low Profile Pla 128.00 1,500 1.547 0.622 0.600 0.252 328 1,886 EMS DR65-15-00DPL2 115.00 108 1.248 0.055 0.292 0.064 6 136 Round T-Arm 115.00 750 1.248 0.055 0.292 0.064 42 943 3' Dish w/Radom a 104.00 100 1.021 -0.104 0.142 -0.025 -2 126 RFS APXVSPPI8-C-A20 88.00 171 0.731 -0.096 0.036 -0.045 -7 215 Alcatel-Lucent RRH2x 86.00 180 0.698 -0.086 0.029 -0.039 -6 226 45,279 55.435 24.176 19.878 8.581 4,538 56,917 Load Case (0.9 -0.2Sds)* DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (lb) a b c Saz (Ib) (lb) 36 140.75 244 1.870 1.876 1.102 0.527 111 205 35 137.50 835 1.785 1.470 0.951 0.448 324 704 34 132.50 860 1.657 0.967 0.751 0.339 252 725 33 129.00 351 1.571 0.691 0.631 0.270 82 296 32 126.50 564 1.511 0.527 0.555 0.226 110 476 31 122.50 960 1.417 0.316 0.449 0.162 134 809 30 117.50 984 1.303 0.125 0.339 0.093 80 829 29 112.50 1,033 1.195 0.000 0.251 0.038 34 871 28 109.51 203 1.132 -0.050 0.207 0.012 2 171 27 107.01 854 1.081 -0.080 0.175 -0.007 -5 720 26 104.50 214 1.031 -0.101 0.147 -0.022 -4 181 25 102.00 867 0.982 -0.114 0.123 -0.034 -26 731 24 97.50 1,106 0.897 -0.122 0.086 -0.048 -46 932 23 92.50 1,130 0.808 -0.113 0.056 -0.051 -50 952 22 89.00 459 0.748 -0.100 0.040 -0.047 -19 387 21 87.00 472 0.714 -0.091 0.033 -0.042 -17 398 20 85.50 238 0.690 -0.084 0.028 -0.038 -8 200 19 82.50 1,203 0.642 -0.068 0.020 -0.027 -28 1,014 18 77.50 1,227 0.567 -0.041 0.011 -0.005 -5 1,034 17 73.56 720 0.511 -0.020 0.008 0.013 8 607 16 71.06 591 0.477 -0.008 0.006 0.024 12 498 15 67.50 1,419 0.430 0.008 0.006 0.039 47 1,196 14 62.50 1,446 0.369 0.028 0.008 0.054 68 1,219 13 57.50 1,474 0.312 0.042 0.011 0.065 83 1,242 12 52.50 1,501 0.260 0.053 0.016 0.071 92 1,265 11 47.50 1,528 0.213 0.061 0.022 0.073 97 1,288 10 42.50 1,555 0.171 0.066 0.027 0.073 98 1,311 9 37.67 1,477 0.134 0.069 0.032 0.071 91 1,245 8 35.17 105 0.117 0.070 0.035 0.071 6 89 7 32.50 1,610 0.100 0.071 0.037 0.069 97 1,357 6 27.50 1,637 0.071 0.072 0.040 0.067 96 1,380 Page: 16 ©2007-2016 b ATC IP LLC. 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Site Number: 411313 Code: ANSI/TIA-222-G Y 9 Site Name: Tucorovally AZ,AZ Engineering Number: OAA682614_C3_01 8/10/2016 10:24:01 AM Customer: Verizon Wireless 5 22.50 1,664 0.048 0.071 0.042 0.065 94 1,403 4 17.50 1,691 0.029 0.068 0.040 0.062 90 1,426 3 12.50 1,719 0.015 0.060 0.035 0.056 83 1,449 2 7.50 1,746 0.005 0.045 0.026 0.044 66 1,472 1 2.50 1,773 0.001 0.019 0.010 0.020 31 1,495 Alcatel-Lucent 9341 140.00 132 1.850 1.776 1.066 0.508 58 111 Alcatel-Lucent 9341 140.00 159 1.850 1.776 1.066 0.508 70 134 Alcatel-Lucent B66a 140.00 201 1.850 1.776 1.066 0.508 89 169 Alcatel-Lucent FDD R 140.00 153 1.850 1.776 1.066 0.508 67 129 Antel HEX658C00000G 140.00 175 1.850 1.776 1.066 0.508 77 147 Antel HEX858CW0000G 140.00 350 1.850 1.776 1.066 0.508 154 295 Flat Platform wl Han 140.00 2,000 1.850 1.776 1.066 0.508 881 1,686 VZW Unused Reserve: 140.00 1,331 1.850 1.776 1.066 0.508 586 1,122 Powerwave LGP18601 128.00 30 1.547 0.622 0.600 0.252 6 25 6.7"x 10.7"TTA 128.00 59 1.547 0.622 0.600 0.252 13 50 Raycap DC6-48-60-18- 128.00 20 1.547 0.622 0.600 0.252 4 17 Alcatel-Lucent RRH2X 128.00 156 1.547 0.622 0.600 0.252 34 132 Powerwave RA 11.7721. 128.00 49 1.547 0.622 0.600 0.252 11 41 Andrew SBNHH-1D65C 128.00 198 1.547 0.622 0.600 0.252 43 167 Flat Low Profile Pla 128.00 1,500 1.547 0.622 0.600 0.252 328 1,264 EMS DR65-15-00DPL2 115.00 108 1.248 0.055 0.292 0.064 6 91 Round T-Arm 115.00 750 1.248 0.055 0.292 0.064 42 632 3' Dish w/Radome 104.00 100 1.021 -0.104 0.142 -0.025 -2 84 RFS APXVSPPI8-C-A20 88.00 171 0.731 -0.096 0.036 -0.045 -7 144 Alcatel-Lucent RRH2x 86.00 180 0.698 -0.086 0.029 -0.039 -6 152 45,279 55.435 24.176 19.878 8.581 4,538 38,169 Page: 17 Site Nuri ber: 411313 Code: ANSI/TIA-222-G ©2007-2016 by ATC IP LLC. All tights reserved. Site Name: Tucorovally AZ,AZ Engineering Number: OAA682614_C3_01 8/10/2016 10:24:01 AM Customer: Verizon Wireless Load Case (1.2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -54.69 -4.52 0.00 -517.82 0.00 517.82 6,964.15 3,482.08 15,612.5 7,710.46 0.00 0.00 0.075 5.00 -52.49 -4.47 0.00 -495.24 0.00 495.24 6,891.21 3,445.60 15,195.7 7,504.62 0.01 -0.02 0.074 10.00 -50.33 -4.40 0.00 -472.90 0.00 472.90 6,816.94 3,408.47 14,781.4 7,300.01 0.04 -0.04 0.072 15.00 -48.20 -4.32 0.00 -450.90 0.00 450.90 6,741.35 3,370.68 14,369.8 7,096.71 0.09 -0.06 0.071 20.00 -46.11 -4.24 0.00 -429.28 0.00 429.28 6,664.44 3,332.22 13,960.9 6,894.79 0.16 -0.08 0.069 25.00 -44.05 -4.16 0.00 -408.06 0.00 408.06 6,586.21 3,293.10 13,555.0 6,694.31 0.26 -0.10 0.068 30.00 -42.03 -4.07 0.00 -387.26 0.00 387.26 6,506.65 3,253.33 13,152.1 6,495.35 0.37 -0.12 0.066 35.00 -41.89 -4.07 0.00 -366.89 0.00 366.89 6,425.78 3,212.89 12,752.5 6,297.99 0.50 -0.14 0.065 35.33 -40.04 -3.99 0.00 -365.54 0.00 365.54 6,420.39 3,210.20 12,726.2 6,285.02 0.51 -0.14 0.064 35.33 -40.04 -3.99 0.00 -365.54 0.00 365.54 6,420.39 3,210.20 12,726.2 6,285.02 0.51 -0.14 0.064 40.00 -38.08 -3.90 0.00 -346.93 0.00 346.93 6,324.29 3,162.14 12,318.6 6,083.73 0.65 -0.16 0.063 45.00 -36.16 -3.81 0.00 -327.45 0.00 327.45 6,206.35 3,103.17 11,860.8 5,857.63 0.83 -0.18 0.062 50.00 -34.27 -3.72 0.00 -308.43 0.00 308.43 6,088.41 3,044.20 11,411.7 5,635.82 1.02 -0.19 0.060 55.00 -32.42 -3.64 0.00 -289.83 0.00 289.83 5,970.47 2,985.23 10,971.2 5,418.29 1.24 -0.21 0.059 60.00 -30.60 -3.58 0.00 -271.63 0.00 271.63 5,852.53 2,926.26 10,539.4 5,205.03 1.47 -0.23 0.057 65.00 -28.81 -3.53 0.00 -253.76 0.00 253.76 5,734.59 2,867.29 10,116.3 4,996.06 1.73 -0.25 0.056 70.00 -28.07 -3.52 0.00 -236.11 0.00 236.11 5,616.65 2,808.33 9,701.84 4,791.37 2.00 -0.27 0.054 72.11 -27.16 -3.51 0.00 -228.68 0.00 228.68 5,566.88 2,783.44 9,529.54 4,706.28 2.12 -0.28 0.053 72.11 -27.16 -3.51 0.00 -228.68 0.00 228.68 4,955.75 2,477.88 8,508.85 4,202.20 2.12 -0.28 0.060 75.00 -25.62 -3.52 0.00 -218.53 0.00 218.53 4,895.16 2,447.58 8,300.83 4,099.47 2.30 -0.29 0.059 80.00 -24.11 -3.55 0.00 -200.94 0.00 200.94 4,790.33 2,395.16 7,947.01 3,924.73 2.61 -0.31 0.056 85.00 -23.81 -3.56 0.00 -183.21 0.00 183.21 4,685.49 2,342.75 7,600.90 3,753.80 2.95 -0.33 0.054 86.00 -22.99 -3.58 0.00 -179.65 0.00 179.65 4,664.52 2,332.26 7,532.60 3,720.07 3.02 -0.34 0.053 88.00 -22.20 -3.60 0.00 -172.50 0.00 172.50 4,622.59 2,311.29 7,396.93 3,653.07 3.16 -0.34 0.052 90.00 -20.77 -3.65 0.00 -165.29 0.00 165.29 4,580.66 2,290.33 7,262.50 3,586.67 3.31 -0.35 0.051 95.00 -19.38 -3.69 0.00 -147.05 0.00 147.05 4,475.82 2,237.91 6,931.80 3,423.35 3.69 -0.37 0.047 100.00 -18.29 -3.72 0.00 -128.59 0.00 128.59 4,370.99 2,185.49 6,608.81 3,263.84 4.08 -0.39 0.044 104.00 -17.90 -3.72 0.00 -113.73 0.00 113.73 4,287.12 2,143.56 6,355.96 3,138.97 4.42 -0.40 0.040 105.00 -16.82 -3.72 0.00 -110.01 0.00 110.01 4,266.15 2,133.08 6,293.52 3,108.13 4.50 -0.41 0.039 109.03 -16.57 -3.72 0.00 -95.02 0.00 95.02 4,181.65 2,090.83 6,045.01 2,985.40 4.85 -0.42 0.036 109.03 -16.57 -3.72 0.00 -95.02 0.00 95.02 4,181.65 2,090.83 6,045.01 2,985.40 4.85 -0.42 0.036 110.00 -15.27 -3.68 0.00 -91.41 0.00 91.41 4,161.32 2,080.66 5,985.94 2,956.23 4.93 -0.42 0.035 115.00 -12.95 -3.54 0.00 -73.02 0.00 73.02 4,056.48 2,028.24 5,686.07 2,808.14 5.38 -0.43 0.029 120.00 -11.75 -3.39 0.00 -55.35 0.00 55.35 3,951.65 1,975.82 5,393.91 2,663.85 5.84 -0.44 0.024 125.00 -11.04 -3.28 0.00 -38.38 0.00 38.38 3,846.81 1,923.41 5,109.45 2,523.37 6.31 -0.45 0.018 128.00 -8.07 -2.73 0.00 -28.54 0.00 28.54 3,783.91 1,891.96 4,942.48 2,440.90 6.60 -0.46 0.014 130.00 -6.99 -2.47 0.00 -23.07 0.00 23.07 3,741.98 1,870.99 4,832.70 2,386.69 6.79 -0.46 0.012 135.00 -5.95 -2.14 0.00 -10.70 0.00 10.70 3,637.14 1,818.57 4,563.65 2,253.82 7.27 -0.46 0.006 140.00 0.00 0.00 0.00 0.00 0.00 0.00 3,532.31 1,766.15 4,302.32 2,124.75 7.76 -0.46 0.000 141.50 0.00 0.00 0.00 0.00 0.00 0.00 3,500.86 1,750.43 4,225.42 2,086.77 7.91 -0.46 0.000 Page: 18 ©2007-2016 b ATC IP LLC. All rights reserved. Site Number: 411313 Code: ANSI/TIA-222-G Y 9 Site Name: Tucorovally AZ,AZ Engineering Number: OAA682614_C3_01 8/10/2016 10:24:01 AM Customer: Verizon Wireless Load Case (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -36.67 -4.51 0.00 -513.18 0.00 513.18 6,964.15 3,482.08 15,612.5 7,710.46 0.00 0.00 0.072 5.00 -35.20 -4.46 0.00 -490.61 0.00 490.61 6,891.21 3,445.60 15,195.7 7,504.62 0.01 -0.02 0.070 10.00 -33.75 -4.39 0.00 -468.32 0.00 468.32 6,816.94 3,408.47 14,781.4 7,300.01 0.04 -0.04 0.069 15.00 -32.32 -4.31 0.00 -446.39 0.00 446.39 6,741.35 3,370.68 14,369.8 7,096.71 0.09 -0.06 0.068 20.00 -30.92 -4.22 0.00 -424.86 0.00 424.86 6,664.44 3,332.22 13,960.9 6,894.79 0.16 -0.08 0.066 25.00 -29.54 -4.13 0.00 -403.76 0.00 403.76 6,586.21 3,293.10 13,555.0 6,694.31 0.25 -0.10 0.065 30.00 -28.18 -4.04 0.00 -383.10 0.00 383.10 6,506.65 3,253.33 13,152.1 6,495.35 0.36 -0.12 0.063 35.00 -28.09 -4.04 0.00 -362.88 0.00 362.88 6,425.78 3,212.89 12,752.5 6,297.99 0.50 -0.13 0.062 35.33 -26.85 -3.95 0.00 -361.55 0.00 361.55 6,420.39 3,210.20 12,726.2 6,285.02 0.50 -0.14 0.062 35.33 -26.85 -3.95 0.00 -361.55 0.00 361.55 6,420.39 3,210.20 12,726.2 6,285.02 0.50 -0.14 0.062 40.00 -25.53 -3.86 0.00 -343.10 0.00 343.10 6,324.29 3,162.14 12,318.6 6,083.73 0.65 -0.15 0.060 45.00 -24.24 -3.77 0.00 -323.81 0.00 323.81 6,206.35 3,103.17 11,860.8 5,857.63 0.82 -0.17 0.059 50.00 -22.98 -3.68 0.00 -304.98 0.00 304.98 6,088.41 3,044.20 11,411.7 5,635.82 1.01 -0.19 0.058 55.00 -21.74 -3.60 0.00 -286.59 0.00 286.59 5,970.47 2,985.23 10,971.2 5,418.29 1.22 -0.21 0.057 60.00 -20.51 -3.53 0.00 -268.60 0.00 268.60 5,852.53 2,926.26 10,539.4 5,205.03 1.46 -0.23 0.055 65.00 -19.32 -3.49 0.00 -250.95 0.00 250.95 5,734.59 2,867.29 10,116.3 4,996.06 1.71 -0.25 0.054 70.00 -18.82 -3.47 0.00 -233.52 0.00 233.52 5,616.65 2,808.33 9,701.84 4,791.37 1.98 -0.27 0.052 72.11 -18.21 -3.47 0.00 -226.19 0.00 226.19 5,566.88 2,783.44 9,529.54 4,706.28 2.10 -0.28 0.051 72.11 -18.21 -3.47 0.00 -226.19 0.00 226.19 4,955.75 2,477.88 8,508.85 4,202.20 2.10 -0.28 0.058 75.00 -17.18 -3.47 0.00 -216.17 0.00 216.17 4,895.16 2,447.58 8,300.83 4,099.47 2.27 -0.29 0.056 80.00 -16.16 -3.50 0.00 -198.81 0.00 198.81 4,790.33 2,395.16 7,947.01 3,924.73 2.58 -0.31 0.054 85.00 -15.96 -3.51 0.00 -181.31 0.00 181.31 4,685.49 2,342.75 7,600.90 3,753.80 2.92 -0.33 0.052 86.00 -15.41 -3.53 0.00 -177.80 0.00 177.80 4,664.52 2,332.26 7,532.60 3,720.07 2.99 -0.33 0.051 88.00 -14.88 -3.56 0.00 -170.73 0.00 170.73 4,622.59 2,311.29 7,396.93 3,653.07 3.13 -0.34 0.050 90.00 -13.92 -3.60 0.00 -163.62 0.00 163.62 4,580.66 2,290.33 7,262.50 3,586.67 3.27 -0.35 0.049 95.00 -12.99 -3.65 0.00 -145.60 0.00 145.60 4,475.82 2,237.91 6,931.80 3,423.35 3.65 -0.37 0.045 100.00 -12.26 -3.67 0.00 -127.36 0.00 127.36 4,370.99 2,185.49 6,608.81 3,263.84 4.04 -0.38 0.042 104.00 -11.99 -3.68 0.00 -112.67 0.00 112.67 4,287.12 2,143.56 6,355.96 3,138.97 4.37 -0.40 0.039 105.00 -11.27 -3.68 0.00 -108.99 0.00 108.99 4,266.15 2,133.08 6,293.52 3,108.13 4.45 -0.40 0.038 109.03 -11.10 -3.68 0.00 -94.16 0.00 94.16 4,181.65 2,090.83 6,045.01 2,985.40 4.80 -0.41 0.034 109.03 -11.10 -3.68 0.00 -94.16 0.00 94.16 4,181.65 2,090.83 6,045.01 2,985.40 4.80 -0.41 0.034 110.00 -10.23 -3.64 0.00 -90.59 0.00 90.59 4,161.32 2,080.66 5,985.94 2,956.23 4.88 -0.42 0.033 115.00 -8.68 -3.50 0.00 -72.39 0.00 72.39 4,056.48 2,028.24 5,686.07 2,808.14 5.32 -0.43 0.028 120.00 -7.87 -3.36 0.00 -54.88 0.00 54.88 3,951.65 1,975.82 5,393.91 2,663.85 5.78 -0.44 0.023 125.00 -7.39 -3.25 0.00 -38.07 0.00 38.07 3,846.81 1,923.41 5,109.45 2,523.37 6.25 -0.45 0.017 128.00 -5.41 -2.71 0.00 -28.32 0.00 28.32 3,783.91 1,891.96 4,942.48 2,440.90 6.53 -0.45 0.013 130.00 -4.68 -2.45 0.00 -22.89 0.00 22.89 3,741.98 1,870.99 4,832.70 2,386.69 6.72 -0.45 0.011 135.00 -3.98 -2.12 0.00 -10.62 0.00 10.62 3,637.14 1,818.57 4,563.65 2,253.82 7.20 -0.46 0.006 140.00 0.00 0.00 0.00 0.00 0.00 0.00 3,532.31 1,766.15 4,302.32 2,124.75 7.68 -0.46 0.000 141.50 0.00 0.00 0.00 0.00 0.00 0.00 3,500.86 1,750.43 4,225.42 2,086.77 7.82 -0.46 0.000 Page: 19 i Site Number: 411313 Code: ANSI/TIA-222-G ©2007-2016 by ATC IP LLC. All rights reserved. Site Name: Tucorovally AZ,AZ Engineering Number: OAA682614_C3_01 8/10/2016 10:24:01 AM Customer: Verizon Wireless Analysis Summary Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Elev Interaction Load Case (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft) Ratio 1.2D+ 1.6W 41.15 0.00 54.28 0.00 0.00 3863.70 0.00 0.51 0.9D+ 1.6W 41.13 0.00 40.70 0.00 0.00 3839.27 0.00 0.50 (1.2+0.2Sds)* DL+ E ELFM 2.82 0.00 54.69 0.00 0.00 313.78 0.00 0.05 (1.2 +0.2Sds)* DL+ E EMAM 4.52 0.00 54.69 0.00 0.00 517.82 0.00 0.08 (0.9 -0.2Sds)* DL+ E ELFM 2.82 0.00 36.67 0.00 0.00 311.15 0.00 0.05 (0.9 -0.2Sds)* DL+E EMAM 4.51 0.00 36.67 0.00 0.00 513.18 0.00 0.07 1.0D+ 1.0W 11.43 0.00 45.28 0.00 0.00 1069.10 0.00 0.15 Page: 20 Site Nun;ber: 411313 Code: ANSI/TIA-222-G ©2007-2016 by ATC IP LLC. All rights reserved. Site Name: Tucorovally AZ,AZ Engineering Number: OAA682614_C3_01 8/10/2016 10:24:01 AM Customer: Verizon Wireless Base Summary Reactions - Original Design - Analysis Moment Axial Shear Moment Axial Shear Moment (kip-ft) (kip) (kip) (kip-ft) (kip) (kip) Design 3,863.71 54.69 41.15 Base Plate Yield Thick Width Poly Clip Len Effective Mu Phi Mn (ksi) (in) (in) Style Sides (in) Len (in) (kip-in) (kip-in) Ratio 60.0 2.250 67.750 Round 0 0.00 7.369 379.58 503.60 0.75 Anchor Bolts Start - Compression - - Tension - Bolt Num Bolt Yield Ultimate Cluster Angle Force Allow Force Allow Circle Bolts Bolt Type Dia(in) (ksi) (ksi) Arrange Dist(in) (deg) (kip) (kip) Ratio (kip) (kip) Ratio 60.88 24 2.25"18J 2.25 75.00 100.00 Radial 0.00 0.0 129.22 260.00 0.51 124.66 260.00 0.49 Page: 21 Site Name: Tucorovally AZ,AZ Program Last Updated: 5/13/2014 Site Number: 411313 American Tower Corporation Engineer: S. Collins Engineering Number: OAA682614_C3_01 Date: 08/10/16 W I I 1=1 I I 11= =111=111=111= Design Base Loads(Factored)-Analysis per TIA-222-G Standards ---111-E111-7_=11 11==-11E111-- h I-IIEEIII-rel Analyze or Design a Foundation? Analyze --0.- -.0---- d Foundation Mapped: Y Moment(M): 3863.7 k-ft VY Shear/Leg(V): 41.2 k Axial Load (P): 54.3 k Uplift/Leg(U): 0.0 k Tower Type(GT/SST/MP): MP Diameter of Caisson (d): 7.0 ft Caisson Embedment(L-h): 34.8 ft Engineer Notes Caisson Height Above Ground (h): 0.3 ft Depth Below Ground Surface to Water Table(w): 99.0 ft Unit Weight of Concrete: 150.0 pcf Unit Weight of Water: 62.4 pcf Tension Skin Friction/Compression Skin Friction: 1.00 Pullout Angle: 30.0 degrees Soil Mechanical Properties Depth (ft) ysoil Cohesion ' Ultimate Skin Ultimate Bearing Top Bottom (pcf) (psf) (degree) Friction (psf) Pressure(psf) 0.0 2.0 110 0 0 0 0 2.0 6.0 110 0 32 192 0 6.0 10.0 110 0 42 555 0 10.0 16.0 110 0 36 727 0 16.0 21.0 110 0 42 1283 0 21.0 35.8 110 0 39 1517 19000 Required Embedment: 20.4 ft-OK, Caisson Embedment Satisfactory Volume of Concrete: 1347.0 ft3 = 49.9 yd3 Weight of Concrete(Buoyancy Effect Considered): 202.0 k Average Soil Unit Weight: 110.0 pcf Skin Friction Resistance: 761.4 k Compressive Bearing Resistance: 731.2 k Pullout Weight(Minus Concrete Weight): 2454.5 k Nominal Uplift Capacity per Leg(CT0): 722.6 k Nominal Compressive Capacity per Leg((1)5Pn): 1119.5 k P.: 118.5 k TATn: 0.00 Result: OK 13u/(1)spn: 0.11 Result: OK Total Lateral Resistance: 5202.6 k Inflection Point(Below Ground Surface): 24.6 ft Design Overturning Moment At Inflection Point(MD): 4884.3 k-ft Nominal Moment Capacity(CMn): 25386.2 k-ft MD/4SMn: 0.19 Result: OK (I)s: 0.75 rise in Result: OK Design Factored Shear/ Depth Design Factored Moment/ Depth 0 2000 4000 6000 -300 -200 -100 0 100 1 0 ' 1 _ _ -5 , 1 5 } I 1 } } ' i i — 1 -1 -10 1 _ - _10 1 i i 1 1 -15 I -15 1 1 I _c } I I } +, 1 -20 Q, 1 — -20 N I I 0 0 I I 1 wI :2350 -- — 1 -25 } ; C4 ! F ( 1 } - ' } __ - -30 I E 1 '' } A -35 -I -35 } 1 1 } E I ' .�____ _. ______ .__.__._"_m..�__.____.. ._.___.' -40 — i I -40 Shear(k) Moment(k-ft) Nominal and Factored Moment Capacity and Factored Design Loads o 2000 4000 6000 8000 10000 12000 14000 16000 18000 I 1 1 7 T T r- 1 20000 1 1 I 1 1 1 1 ; 1 1 1 1 } 11 1 1 1 ; 1 1 ; 1 } } 1 I 1 1 1 1 1 ~—**is.r..� I 1 I 1 } ""'�►'"""'`t,w ,.,,, M__.. _ __.__.._._.."_ ..._.._._._.... L 15000 3 } I '�_�� 3 1 A Pu&Mu , I 3 ♦ 1 ! 1 1 1 I ♦1 I 1 1 ` }._ -4 - -4. 4- 4- I- -% I-- 10000 in Tu&Mu I ^I a — o t — r .....i N , 1 I ` ` 1 1 I • a } I , I ca1 ` 1 Q E ' I -- - — Factored Envelope ....f_.__�.. ---- 5000 1 ' I I•J ; 40I I ; 1 i } . " 1 I } 1 1 I;14I 1 � ♦ . } } I 1 � } I -..---Nominal Envelope l. 1 00 1 3 i I� i I I i 1111 ���� i I I 1 0 r 1 } I I ���I� I I I I ay. [ 11 1 ' 0 , i } I 1 � 1 I 1 } i 1 I 1 1 1 1 1 1 I 1 I I } I I I I I I .. 1 L L 1 -5000 Moment(k-ft) 1 I l