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HomeMy WebLinkAboutTOWER EVALUATION PAPPERSCLIFTON TOWER SERVICE, INC. 2800 SOUTH GOLDENROD ROAD ORLANDO, FL 32822-7802 (407) 277-4791 ME MFgyp` Fax (40� 277-5146 THESE PLANS AND ALI. PROPOSED WORK JO ANN INGRAM ARE 5Ur'r1FC1' 10;:U 'i CO",IECTI0 NS WOMAN OWNED BUSINESSREOUIRED , -- 14CLO INt *'+C70jJS THAT . GUARANTEED SERVICE MAY 211. dlFf: ES$r'd1 i IN 040 TO July 22, 2016 CONTW WAN tU,L A;PPWCAD41 CODES, St. Lucie County ST. LUCIECOUMTY PLAN REUI , Building & Code Regulation Dept. J`j ' neO 2300 Virginia Avenue I BLDG•,4 Ft. Pierce, FL34982 DATE:?' ELEC: _ Attn: Debra Zampetti DATE' PLUMB: RE: Landfill -Permit # 1606-0610 DATE: _ MECH: . ,DATE: ,^ Debra, TOWERS ERECTED LIGHTS INSTALLED FL LIC. # SCC 131151646 SCANNED BY St. Lucie County As per your request, attached is the Engineers Structural Retrofit Evaluation and Building Permit Application for Tower Reinforcement ONLY with regard to the above referenced subject. Should you require any additional information, do not hesitate to contact me. Regards, �AMichelle Ingram Clifton Tower Service, Inc. 321-231-4820 CONCEALED FASTENERS ORATIACNMEo ARE THE RESPON519 ROF THE CONT'ReTOROFRECORO April 15, 2016 Jeff Karbonik Senior Project Manager Motorola Solutions, Inc. Dear Mr. Karbonik: amec foster wheeler Structural Letter -Landfill Retrofit Phone 954-444-5383 Email Jeff. K(a)motorolasolutions.com Subject: Report of Limited Tower Evaluation: Structural Retrofit Evaluation Amec Foster Wheeler Project No 6166-16-0016 Structure Type & Height 300'-0" Guyed Tower Site Name Landfill Site Address 6122 Glades Cutoff Road Fort Pierce, FL 34981 Latitude 27022' 57.58" N Longitude 80 ° 23' 21.35" W Amec Foster Wheeler Environment & Infrastructure, Inc. (Amec Foster Wheeler) has completed a structural evaluation of the subject telecommunications tower. Our services were performed in general accordance with our Master Contractor Services Agreement dated June 2, 2014 and the Statement of Work document provided by Motorola Solutions Inc. The reference design standard upon which our structural analysis was based is ANSIlfIA/EIA- 222-G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using 4 an ultimate wind speed of 170 miles per hour (mph) without ice per the Florida B -Ib5'h Edition (2014), which is equivalent to a nominal wind speed p 1.0 INTRODUCTION yV Tower Information Type Guyed Height 300 ft Manufacturer Unknown Location St. Lucie County, FL 2.0 INFORMATION USED IN THIS ANALYSIS Data Document Author Date Source Tower Geometry Tower Mapping Report Tower Engineering 02/01/2016 Tower Engineering Existing Professionals Professionals Loading Proposed Loading Spreadsheet Motorola 02/04/2016 Motorola <Loading for analysis> Amec Foster Wheeler Environment & Infrastructure, Inc. 1075 Big Shanty Rd NW Kennesaw, GA 30144 Phone:+1 (770) 4213549 Fax: +1 (770) 4213486 www.amec.com Structural Analysis Report Landfill 300' Guyed Tower St. Lucie County, FL Page 2 of 5 April 15, 2016 Foundation Foundation Mapping Report Tower Engineering 02JO112016 Tower Engineering Professionals Professionals Geotechnical Geotechnical Data Amec Foster 03/17/2016 Amec Foster Data Wheeler Wheeler The analysis was performed using the data listed in the table above along with TNX Tower (Version 6.1.3.1), a commercially available software program. The following assumptions were made in order to complete the analysis:- 1. The tower and its associated foundation have been properly maintained and installed in accordance with the accepted standards of the industry. 2. The tower has not received any structural modifications since the original installation. 3. The tower is loaded with the equipment listed in section 4.0 of this report. 4. The leg members of the tower have a strength of 50 KSI. 3.0 DESIGN STANDARD The tower analvsis was oerformed in accordance with the following design criteria: Standard: TIA-222-G, Structural Standards for Steel Antenna Towers and Antenna Supporting Structures Florida Building Code 5th Edition (2014) Design Basic Wind without Ice: Ultimate:170 mph Nominal:132 mph per IBC 2012 Exposure Category: B — Structural Class: III ' Topographic Category: I 4.0 LOADING CONFIGURATION The existing tower loads used for this tower evaluation were obtained from a tower mapping report prepared by Tower Engineering Professionals, cited in Section 2.0 above. The proposed loads were provided to Amec Foster Wheeler by Motorola. Based on these sources of information, the following antennas, mounts, transmission lines and other appurtenances were considered in the structural analysis. Existing Equipment mounted on the tower Qty Description, Feedline Elevation (AGL) . 1 Lightning Rod N/A 300'-0" 1 Beacon 5/8" 300'-0" Bird Technology: 101-83B-0-09-03 antenna mounted on 6' 7/8" +'/2" + 297 0" 2 standoff mount2 1 1/472 Twelve (12') foot x 3" diam. Omni mounted on 6' standoff 1 1 I/Vi 282 0" mount, 4 Antel: BCD 80010 antenna mounted on 6' standoff mount (4)1-5/8- 277'-6" Sixteen (16) element x eighteen (18') foot dipole mounted 1 7/8" 275'-0" on 3'-2" standoff mount 1 Antel: BCD 80010 antenna mounted on 6' standoff mount 3/8" + 7/8" + 253'-0" Structural Analysis Report Landfill 300' Guyed Tower St. Lucie County, FL Page 3 of 5 April 15, 2016 Description'. �Feedline Elevation (AGL) 2 Sidelights 9/16" 143'-6" 1 Three (3') foot x 2'-3" Grid Dish attached to tower leg (2) r/4" 106'-0" Notes: 1. This load along with its associated mount and feedline is scheduled to be removed from the tower, hence, this load was not considered in the analysis. 2. Only one of these loads with its associated mount and feedline is scheduled to be removed from the tower, hence, this load was not considered in the analysis. Proposed Equipment provided by Motorola Solutions, Inc. Qty., Description Feedline Elevation (AGL)... 1 PAR6-59W Dish mounted on standard pipe mount EW63 125'-0" 1 PAR6-59W Dish mounted on standard pipe mount EW63 105'-0" 5.0 RESULTS: The results of our evaluation indicate that a few of the tower's bracing members at the torque arm are presently not meeting the requirements of the TIA/EIA-222G for supporting the loads quoted in Section 4.0 when it is evaluated using the loading criteria cited in Section 3.0. Amec Foster Wheeler believes the torque arm installed at elevation 267'-6" on this tower was possibly installed without the strapping members. As a result of this, the bracing members at the tor, e arm level are overstressed- �sE� () , i Based on the information presented above, Amec Foster Wheeler, evened , ' pan that would render the tower code -compliant. The results of our analysis o the retrofitted tower, when the structure is subjected to the existing and proposed loads, indicates the tower is at a rating of 96.6%. The results of our evaluation indicate that the tower structure CAN adequately support the above indicated loads quoted in Section 4.0 when it is evaluated using the provisions listed in the ANSI/TIA/EIA-222-G and the design parameters cited in Section 3.0, only after the implementation of the retrofit plan. A copy of the structural analysis and retrofit drawings are attached in this report. 5.1 SUPER -STRUCTURE RESULTS — TOWER MEMBER MAXIMUM STRESS LEVELS Eley (ft)` Structural Member", Maximum Stress Ratio 20 — 5 Leg (T19) 84.1 280 — 273.33 Diagonal (T2) 96.6 270 — 266.67 Horizontal (T4) 83.9 5-0 Secondary Horizontal (T20) 0.1 140 —120 Top Girt (T13) 41.9 20 — 5 Bottom Girt (T19) 34.0 80 — 60 Guy A (Ti 6) 66.9 140 —120 Guy B (T13) 66.8 270 — 266.67 Guy C (T4) 65.9 270 — 266.67 Torque Arm Top (T4) 40.6 Structural Analysis Report Landfill 300' Guyed Tower St. Lucie County, FL Page 4 of 5 April 15, 2016 Elevlft) "' _s ;f .. •n Structural Member Maximum Stress Ratio; 270 — 266.67 Torque Arm Bottom (T4) 73.9 Bolt Checks 54.8 RATING = 96.6% 5.2 FOUNDATION RESULTS Amec Foster Wheeler procured foundation mapping data from Tower Engineering Professionals cited in Section 2.0 above. A geotechnical investigation was performed by Amec Foster Wheeler dated March 17, 2016 included in this report. Amec Foster Wheeler performed an analysis on the tower mast foundation and anchor blocks and found their structural capacity to be ADEQUATE for supporting the loads quoted in Section 4.0 above when it is evaluated using provisions listed in the TIA/EIA-222-G and the design load criteria quoted in Section 3.0. A copy of the calculations are enclosed in this report. 6.0 RECOMMENDATIONS AND CONCLUSIONS: Amec Foster Wheeler performed a tower analysis for the captioned tower on February 22, 2016 and found that a few of the tower's bracing members at the torque arm are presently not meeting the requirements of the TIA/EIA-222-G. Therefore, a retrofit solution has been developed by Amec Foster Wheeler to render the tower code compliant. The scope of the retrofit includes: 1. Installing diagonal bracing between elevations 263' — 4"AGL and 273' — 4" AGL. 2. Installing horizontal bracing at elevations 266' — 8" AGL and 270' — O" AG Once the retrofit has been implemented, the tower will be add W�or �!4fJ'- roads po ` quoted in Section 4.0 when it is evaluated using the provisions listed inllbe�AtdSI/TIA/EIA-222-G and the design parameters quoted in Section 3.0. Amec Foster Wheeler understands that the retrofit recommendations will be fully installed prior to adding the proposed loads quoted in Section 4.0 above. A copy of the retrofit drawings, SO thru S2, is enclosed in the report. 7.0 REPORT SCOPE AND LIMITATIONS: Note that the analysis is very sensitive to both the location and the projected area of equipment that is installed on the structure. Any conditions discovered which deviate from the information contained in this letter should be presented to the engineer for further review. The analysis is based, in part, on information provided to this office by Motorola Solutions, Inc. If the existing conditions are different than the information in this report, Amec Foster Wheeler shall be contacted for resolution of any issues. The analysis performed and the conclusions contained are based on the assumption that the tower has been properly installed and maintained. The evaluation of antenna connections and connection components for other devices is beyond our scope of services. We recommend that the information contained in this letter be field verified prior to installation of new equipment on the tower. Structural Analysis Report Page 5 of 5 Landfill 300' Guyed Tower April 15, 2016 St. Lucie County, FL The analysis was performed under the assumption that all information provided to Amec Foster Wheeler by Motorola Solutions Inc. is current and correct. The accuracy of the loading listed in this report shall be verified by the contractor prior to installation of the proposed equipment. All proposed equipment shall be installed in accordance with the antenna and manufacturer's specifications. It is the responsibility of the client and the tower owner to ensure no undocumented equipment has been installed on the tower between the date of this report and installation of the proposed equipment. If additional loads have been installed on the tower, then this analysis is null and void, and Amec Foster Wheeler shall be contacted for resolution of any issues. This report has been prepared for the sole purpose of providing structural evaluation of this tower for the loading conditions indicated. It is intended for the exclusive use of Motorola Solutions Inc. and their authorized agents. The information, assumptions and recommendations contained in this report should not be used by others for any purpose without the express written authorization of Amec Foster Wheeler. All opinions and conclusions are considered accurate to a reasonable degree of engineering certainty based upon the evidence available at the time of this report. All opinions and conclusions are subject to revision based upon receipt of new or additional/updated information. All services are provided exercising a level of care and diligence equivalent to the standard and care of our profession. No other warranty or guarantee expressed or implied is offe services are confidential in nature and we will not release this reportY ang he TUTQ e the client's consent. The use of this engineering work is limited to the express .-purpose for which it was commissioned and may not be reused, copied, or distributed for any other purpose without the written consent of Amec Foster Wheeler Environment & Infrastructure Inc. We appreciate the opportunity to work with Motorola Solutions Inc. and look forward to contributing to the success of this project. If we can be of further assistance, please do not hesitate to contact us. Sincerely, Amec Foster Wheeler Environment & Infrastructure, Inc. `�uuuuu+ar'�. cs%�F9 s Abdul Kabbara, EIT F. David Structural Professional Senior Assogh%er - Structural Attachments: Structural Analysis, Data Provided for Analysis TOWER ANALYSIS RESULTS �yy�W 6� � A w ¢w C m a C Z • E Z Q V e a e s N m a C ¢ w _ C C N � 2 - N i ¢ w N C ¢ w "c E w a e e a 2] n 8 2f W. M W W. f f Al AMTIONSANEFACTORf:O Amec Foster Wheeler Environment & Infrastructure, Inc. `6166-16-0016 1075 Big Shanty Rd NW R^1Btl stw'alp- Landfill Rehoaf Kennesaw, GA 30144 C1re"b eeotla °ran'^bYabdul.kabbm JAW. AMEC E81, 4ie Phone:(770)-4213549 °odi'TIA-222-G Daw-04112116 -NTS FAX: 0 -4213486 nNM1: 01'r9 Na. E-1 Stress Distribution Chart 0' - 300' '> 100%' 90%-100%®75%-90%, 50%-75 % I < 50% Overstress e 0 M W Face A Face C Face B Amec Foster Wheeler Environment & Infrastructure, Inc. `6166-16-0016 w 1075 Big Shanty Rd NW P^letl St wde Cont-lenM011nericRt e fey Kennesaw, GA 30144 "�' Motorola °Wabdul.kabbaraIwo: aM[c ESl,uc Phone:(770)421-3549 CadB TIA-222-G 0�9:04/12116 - NTS FAX 0421-3486 �` mg NO'E C- W TIA-222-G -132 mph Exposure B Leg Capacity Leg Compression (K) 210 30a 150 100 50 aMuumum -0Mmomum-a 60 -100 .150 -200 30a zee 273' lnr I I I I I I I I I I I i-1-1-1--1 I I I I I I I I LI_I-I- I I I I I I I I I I I I I I I I I I I I I I t t t t I I I I I I I I I I I I I I I I I T I I I I I I I I I I I I I I I I I I L I_11 I I I I I I I I I FI I I I I I I I I I I I I I I I I _1_1 1 I I I I I I I I I I I I I I t t - - - I I I I I I I I 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I - I- -I -I -- - - - - - I I I I I I I I _1_I_I _I_z4o• I I I I I I I I I z73 IMT 1 -I:4-I I I I I I I I I I_I _I I I I I I I I7 t r r - - - - 266.S.IW z6a z4a Z a 211 I I I I I I I I I I I I I I I I I I I I I I I I I I -1 -1 -1 -1 -I J I I I I t T T r 4 + + -i- 111L I I I I r r I- I- � 1--1- I- LLI-I-_1 I I I - I -1 -1 -1- -1 -1 I-1_I -1T I (44 -{- 1 r r � {- L -I-1 I -1 -1W +2 10a 7a I I I I I I I I I I I I --I-1--I I I I I I I I I I I I I I I I I I I I I I I I I -I--I-1 I I I I I I I I JJ I I I I I I I I I I I I I I I +++ I I I I I I I I 111L I I I I I I I I I I I I I I I I I-r-1---1-I I I I I I I I I LLI-I- I I I I I I I I I I I I - I - I I I I I I I I 1-1 I I I I I I I I I I I I I I -1 + I I I I I I I I I I I I•�I I I I I I I I I I I I I I I I I I I -I-I-I-I -100• I I I I I I I I I 70' I I I I I I I I I I I I I I I I I I I 6a 4a a I I I I I r 1-1-1- 1I I I I I I I I I I I ----- I I I I I I I I I -1 -1 1 -1 I I I I I I I I -I�-I I I I I I I I I I I 7 T T T I I I I I I I I +++i- I I I I I I I I I I r f r 1- I I I I I I I I 1-F-1-1--1-1 I I I I ---- I I I I I -1-1 I I I I I I I I 1 1 I I I I 1-1 I I — _ I 1 I I I I I I I -1 7 T I-- I I I I I I I I -1 + I I I I -- I I I I I I I I I -I -I - I I I I I I I I I I I I ---- 6a a I I I I I I I I I I I I I I I I I I 200 150 100 50 o- MTrJmum 4Mmtlmum-> -50 400 450 400 1-T Amec Foster Wheeler Environment & Infrastructure, Inc. `6166-16-0016 W.1075 Big Shanty Rd NW Pvjeq'StL Coun-Landfill Retront Kennesaw, GA 30144 �'�' Motorola o'"abrabdul.kabbara °tea MEG Eat b,a Phone: (770)-421-3549 TIA-222-0 NTS FAX 0-421.3486 0 9 � E3 Guy Tensions and Tower Reactions T1A-222-43 -132 mph Exposure B (se Maximum Values Anchor'V@142 ft Azimuth 240 deg Elev 0 ft Plane through centrold of tower 3K 59 K PLAN rT 59 K ELEVATION < Amec Foster Wheeler Environment & Infrastructure, Inc. ob` 6166-16-0016 a �x 1075 Big Shanty Rd NW P1O St Lucie Coun-LandlAl Retrofit Kennesaw, GA 30144 crane Motorola oawd °rabdul.kabbara Wd' amcc E&L 1c Phone: (770)-4213549 u : TIA-222-G ud-04/12/16 mod- NTS FAX: 0-4213466 mod': owe No. E_ Feed Line Distribution Chart 5' - 300' flouitl Fht AM In Fad AM W Face am 209 27 "MT 27a 266&V9 2663 lw MIT 24V 22V 21V 2gV 18P I6V C Q N dtda W 1zV 1W BV 70 6V E 2V V Face A Face B o 2 U p 0 29T 27T6' 26V V iZ V 6 e� d Face C C4 8 6 IN M u 0 o 7 Amec Foster Wheeler Environment & Infrastructure, Inc. 6166-160016 1075 Big Shanty Rd NW P1nJe sr Ludecoun-LanQ/117RetmM Kennesaw, GA 30144 Omn" Motorola °ia'"n Wabdul.kabb= Wn' Auw M', Phone: (770)421a549 0°tl° TIA-222-G u-04112116 8�°- NTS FAX: 0 421.9486 P�M o"'g NO• E- m ft" ower Amec Foster Wheeler Job 6166-16-0016 Page 1 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Client Designed by Kennesaw, GA 30144 Phone; (770)421-3549 Motorola abdul.kabbara FAX. (770)421-3486 Tower Input Data The main tower is a 3x guyed tower with an overall height of 300' above the ground line. The base of the tower is set at an elevation of 0' above the ground line. The face width of the tower is Tat the top and tapered at the base. This tower is designed using the TTA-222-G standard. The following design criteria apply: Tower is located in Saint Lucie County, Florida. Basic wind speed of 132 mph. Structure Class III. Exposure Category B. Topographic Category 1. Crest Height 0'. Deflections calculated using a wind speed of 60 mph. Pressures are calculated at each section. Safety factor used in guy design is 1. Stress ratio used in tower member design is 1. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile Include Bolts fit Member Capacity Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) Add IBC .6D+W Combination "OPtions Distribute Leg Loads As Uniform Assume Legs Pinned Assume Rigid Index Plate J Use Clear Spans For Wind Area J Use Clear Spans For KUr d Retensiou Guys To Initial Tension J Bypass Mast Stability Checks J Use Azimuth Dish Coefficients J Project Wind Arca of Appun. 4 Autocalc Torque Arm Areas J SR Members Have Cut Ends J Son Capacity Reports By Component Triangulate Diamond Inner Bracing Use TIA-222-G Tension Splice Capacity Exemption Treat Feci ine Use AS � Calc i All LeiVanels Have Same Allowable Offset Gut At Foundation Consider Feedline Torque Include Angle Block Shear Check I - poles Include Shear -Torsion Interaction Always Use Sub -Critical Flow Use Top Mounted Sockets t=TOwer Amec Foster Wheeler Job 6166-16-001 s Page 2 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Ad NW Client Designed by Kennesaw, GA 30144 Phone: (770)421-3549 Motorola abdul.kabbara FAX: (770)421-3486 Wind 180 I T J (7 � IogA Wind 90 ce fro° 'd Leg C Z ♦ Leg E {G Face Frye Wind 0 Comer & Stamtount Guyed Tower h walWf,. tnxTower Amec Foster Wheeler Job 6166-16-0016 Page3 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04114/16 Inc. 1075 Big Shanty RdNW Client Designed by Kennesaw, GA 30144 Phone: (770)421-3549 Motorola abdul.kabbara FAX. (770)421-3486 Wind 180 Guy C �� Face Guved TowerSection Geometr ` `° Tower Tower Assembly Description Section Number Section Section Elevation Database Width of Length Sections 72 280'-2733-31/32" 3' 1 68-1/32" T3 2733-31/32"-270' 3' 1 33-31,32" T4 270'-266'8-1/32" 3' 1 33-31/32" T5 266'8-1/32"-2633 3' 1 33-31/32" -31/32" T6 2633-31132"-260' 3' 1 33-31/32" 77 260'-240' 3' 1 M. T8 240'-220' 3' 1 N. T9 220'-2W 3' 1 NY T10-T13 200'-120' 3' 4 N. T14-T18 129-20' 3' 5 20' T19 20'-5' 3' 1 15' T20 5'-0' 3' 1 5' WxTower Amec Foster Wheeler Job 6166-16-0016 Page 4 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Client Designed by Kennesaw, GA 30144 Phone. (770)-021-3549 Motorola abdul.kabbara FAX: (770)-421-3486 Tower Section Geometry cont'd Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt Section Elevation Spacing Type KBrace Horizontals Offset Offset End T1 300'-280' 32-9132" KBruce Right No Yes+Steps 5.0000 5.0000 T2 280'-2733-31/32" 3'1-9/16" KBraceRight No Yes+Steps 5.0000 0.0000 73 2731-31/32"-270' 3'3-31/32" XBrace No Yes+Steps 0.0000 0.0000 T4 279-2668-1/32" 33-31/32" X Brace No Yes+Steps 0.0000 0.0000 T5 2668-1/32"-263'3 3'3-3lt32" X Brace No Yes+Steps 0.0000 0.0000 -31132" T6 2633-31/32"-260' 2'11-1/32" KBruce Right No Yes+Steps 0.0000 5.0000 T7 269-240' 32-9/32" KBraceRight No Yes+Steps 5.0000 5.0000 T8 240'-220' 32-9/32" KBraceRight No Yes+Steps 5.0000 5.0000 T9 229-200' 32-9/32" KBraceRight No Yes+Steps 5.0000 5.0000 T10-T13 200'-120' 32-9/32" KBracoRight No Yes+Steps 5.0000 5.0000 T14-T18 120'-20' 37-W32" KBraceRight No Yes+Steps 5.0000 5.0000 T19 20'-5' 36-15/32" KBruce Right No Yes+Steps 5.0000 5.0000 Tower Section Geometry cont'd `. Tower Leg Leg Leg Diagonal Diagonal Diagonal p Elevation Type Size Grade Type Size Grade .y ft e 4 T1300'-280' Solid Round 2 A572-50 Solid Round 11/ 6 `, (50 ksi) k T2 280'-273'3-31/32" Solid Round 2 A572-50 (50 W) Solid Round t tvAto (36 ksi) V T3 Solid Round 2 A572-50 Solid Round 1 A36 273'3-31/32"-270' (50 ksi) (36 ksi) T4 Solid Round 2 A572-50 Solid Round 1 A36 270'-2668-152" (50 ksi) (36 ksi) T5 Solid Round 2 A572-50 Solid Round 1 A36 266'8-1/32"-263'3 (50 ksi) (36 ksi) -31/32" T6 Solid Round 2 A572-50 Solid Round 1 A36 263'3-31132"-260' (50 ksi) (36 ksi) T7 260'-240' Solid Round 2 A572-50 Solid Round 1 A36 (50 ksi) (36 ksi) T8 240'-220' Solid Round 2 A572-50 Solid Round 1 A36 (50 ksi) (36 ksi) T9 220'-200' Solid Round 2 114 A572-50 Solid Round 1 1/8 A36 (50 ksi) (36 ksi) TIO-T13 Solid Round 21/4 A572-50 Solid Round 1 A36 200'-120' (50 ksi) (36 ksi) T14-T18 Solid Round 2 A572-50 Solid Round 1 A36 120'-20' (50 ksi) (36 ksi) T19 20'-5' Solid Round 2 A572-50 Solid Round 1 A36 (50 ksi) (36 ksi) T20 Y-0' Solid Round 2 A572-50 Solid Round 1 A36 (50 ksi) (36 ksi) 7� t= owed Amec Foster Wheeler Job 6166-16-0016 Page 5 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Client Designed by Kennesaw, GA 30144 Phone:(770)-421-3549 Motorola abdul.kabbara FAX: (770)-421-3486 Tower Sectiori Geometry cont'c/ Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Girt Bottom Girt Elevation Type Size Grade Type Size Grade h Tl 300'-280' Solid Round 7/8 A36 Solid Round 7/8 A36 (36 ksi) (36 ksi) T2 Solid Round 718 A36 Solid Round A36 280'-273'3-31/32" (36 ksi) (36 ksi) T6 Single Angle A36 Solid Round 718 A36 263'3-3 W2"-260' (36 ksi) (36 ksi) T7 269-240' Solid Round 7/8 A36 Solid Round 7/8 A36 (36 ksi) (36 ksi) T8 240'-220' Solid Round 7/8 A36 Solid Round 7/8 A36 (36 ksi) (36 ksi) T9 220'-200' Solid Round 7/8 A36 Solid Round 7/8 A36 (36 ksi) (36 ksi) T10-T13 Solid Round 7/8 A36 Solid Round 7/8 A36 200'-120' (36 ksi) (36 ksi) T14-T18 Solid Round 718 A36 Solid Round 7/8 A36 l20'-20' (36 ksi) (36 ksi) T1920'-5' Solid Round 7/8 A36 Solid Round 718 A36 (36 ksi) (36 ksi) 720 5'-0' Solid Round 718 A36 Solid Round 718 A36 (36 ksi) (36 ksi) it Hurts T1300'-280' None Flat But A36 Solid Round 314 A36 (36 ksi) (36 ksi) T2 None Flat Bar A36 Solid Round 314 A36 280'-273'3-31/32" (36 ksi) (36 ksi) T3 None Flat Bar A36 Solid Round 3/4 A36 273'3-31/32"-270' (36 ksi) (36 ksi) T4 None Flat Bar A36 Single Angle Ll 3/4x13/40/16 A36 270'-266'8-1/32" (36 ksi) (36 ksi) T5 None Flat Bar A36 Single Angle L13/4xl 3/4x3/16 A36 266'8-1/32"-263'3 (36 ksi) (36 ksi) -31/32" T6 None Flat But A36 Solid Round 3/4 A36 263'3-31/32-260' (36 ksi) (36 ksi) 77 260'-240' None Flat Bar A36 Solid Round 3/4 A36 (36 ksi) (36 ksi) T8 MV-22W None Flat Bar A36 Solid Round 3/4 A36 (36 ksi) (36 ksi) T9 220'-200' None Flat Bar A36 Solid Round 3/4 A36 (36 ksi) (36 ksi) T10-TO None Flat Bar A36 Solid Round 3/4 A36 200'-120' (36 ksi) (36 ksi) T14-T18 None Flat Bar A36 Solid Round 3/4 A36 120'-20' (36 ksi) (36 ksi) T19 20'-5' None Flat Bar A36 Solid Round 3/4 A36 (36 ksi) (36 ksi) 7205'-0' None Flat Bar A36 Solid Round 3/4 A36 r� Wx ower Amec Foster Wheeler Job 6166-16-001s Page 6 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty RdNW Client Designed by Kennesaw, GA 30144 Phone: (770)421-3549 Motorola abdul.kabbara FAX: (770)-421-348h Tower No. Mid Girt Mid Girt Mid Girt Horizontal Horizontal Horizontal Elevation of Type Size Grade Type Size Grade Mid ft Gins (36 ksi) (36 ksi) Tower Section Geometry cont'd Tower Secondary Secondary Horizontal Secondary Inner Bracing Inner Bracing Size Inner Bracing Elevation Horizontal7ype Size Horizontal Type Grade Grade R T1300'-280' Solid Round 3/4 A36 Solid Round A36 (36 ksi) (36 ksi) 12 Solid Round 314 A36 Solid Round A36 280'-273'3-31/32" (36 ksi) (36 ksi) T3 Solid Round 314 A36 Solid Round A36 2731-31/32"-270' (36 ksi) (36 ksi) T4 Solid Round 3/4 A36 Solid Round A36 270'-266'8-1/32" (36 ksi) (36 ksi) TS Solid Round 3/4 A36 Solid Round A36 266'8-1/32"-263'3 (36 ksi) (36 ksi) -31/32" T6 Solid Round 314 A36 Solid Round A36 263'3-31/32"-260' 77 260'-240' Solid Round 314 (36 ksi) A36 Solid Round (36 ksi) A36 (36 ksi) (36 ksi) T8 240'-220' Solid Round 3/4 A36 (36 ksi) Solid Round 6 .� T9 220'-2W Solid Round 3/4 A36 Solid Round 1N�ti�'A36 (36 ksi) T10-T13 Solid Round 314 A36 Solid Round A36 200'-120' (36 ksi) (36 ksi) T14-T18 Solid Round 3/4 A36 Solid Round A36 120'-W (36 ksi) (36 ksi) T19 20'-5' Solid Round 3/4 A36 Solid Round A36 (36 ksi) (36 ksi) T20 5'-V Solid Round 3/4 A36 Solid Round A36 (36 ksi) (36 ksi) Tower Section Geometry -(cone d Tower Gusset Gussel Garret Grade Adjust Factor Adjust. WeightMuh. Double Angle Double Angle Flevation Area Thickness At Factor Stitch Boll Stitch Bolt (perface) Ar Spacing Spacing Diagonals Horizontals ft fr= in in in T13W-280' 0.00 0.0000 A36 1 1 1 36.0000 36.0000 (36 ksi) T2 0.00 0.0000 A36 1 1 1 36.0000 36.0000 280'-273'3-31/ (36 ksi) 32" T3 0.00 0.0000 A36 1 1 1 36.0000 36.0000 273'3-31/32"-2 (36 ksi) 79 WxTower Amec Foster Wheekr Job slss-is-ools Page 7 of 64 Protect Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04114/16 Inc. 1075 Big Shanty RdNW Client Designed by Kennesaw, GA 30144 Phone: (770)421-3549 Motorola abdul.kabbara FAX. (770)421-3486 Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bob Stitch Boll (perface) A, Spacing Spacing Diagonals Horizontals ft ft' in in in T4 0.00 0.0000 A36 I 1 1 36.0000 36.0000 270'-266'8-I/3 (36 bit 2" T5 0.00 0.0000 A36 I 1 1 36.0000 36.0000 266'8-1/32"-26 (36 ksi) 3'3-31/32" T6 0.00 0.0000 A36 1 1 1 36.0000 36.0000 263'3-3MT'-2 (36 ksi) 60' 77 260'-240' 0.00 0.0000 A36 1 1 I 36.0000 36.0000 (36 ksi) T8 240'-220' 0.00 0.0000 A36 1 1 1 36.0000 36.0000 (36 ksi) T9 220'-200' 0.00 0.0000 A36 1 1 1 36.0000 36.0000 (36 ksi) TIO-T13 0.00 0.0000 A36 I 1 1 36.0000 36.0000 200'-120' (36 ksi) T14-T18 0.00 0.0000 A36 I 1 1 36.0000 36.0000 120'-20' (36 ksi) T1920'-5' 0.00 0.0000 A36 1 1 1 36.0000 36.0000 (36 ksi) T205'-0' 0.00 0.0000 A36 1 1 1 36.0000 36.0000 (36 ksi) . Towner Section Geometrvy(cont'd) . J Tower Calc Cale Legs X K Single Girts grre Elevation K K Brace Brace Diags (, . f c H A, e �' Single Solid Diags Diags y�R{ Angles Rounds X X X X 1 X X ft Y Y Y Y Y Y Y T1300'-280' No Yes 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T2 No Yes 1 1 1 1 1 1 1 1 280'-273'3-31/ 1 1 1 1 1 1 1 32" T3 No Yes 1 1 273'3-31/32"- 1 270' T4 No Yes 1 1 270'-266'8-1/3 1 2" T5 No Yes 1 1 266'8-1/32"-2 1 63'3-31/32" T6 No Yes 1 1 26Y3-31/32"- 1 260' T7 260'-240' No Yes 1 1 1 T8 240'-220' No Yes 1 1 1 79 220'-200' No Yes 1 1 1 tnxTower Amec Foster Wheeler b Jo6166-16-0016 Page8 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Client Designed by Kennesaw, GA 30144 Phone: (770)-021-3549 Motorola abdul.kabbara FAX: (770)421-3486 K Faclors' Tower Cale Calc Legs X K Single Gins Horiz Sec. Inner Elevation K K Brace Brace Diags Honz Brace Single Solid Diags Diags Angles Rounds X X X X X X X jt Y Y Y Y Y Y Y T10-T13 No Yes 1 1 1 1 1 - 1 1 1 200'-120' 1 1 1 1 1 1 1 T14-T18 No Yes I 1 1 1 1 1 1 1 120'-20' 1 1 1 1 1 1 1 T1920'-5' No Yes 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T20 5'-0' No Yes 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 'Note: Kfactors are applied to member segment lengths. Kbraces without inner supporting members will have the Kjactor in the out -of --plane direction applied to the overall length Tower Section Geometry cont'ab ... - Tower Elevation h Leg Diagonal Top Girt Bottom Gin Mid Girt Lang Horizontal Short Horizontal Net Width U Net Width U Net Width U Net U Net U Net U Net U Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct in in in in T1300'-280' 0.0000 1 0.0000 1 0.0000 1 0.0000 1 O.00DD 1 0.0000 1 0.0 - 1 ' T2 0.0000 1 0.0000 1 O.00DO 1 0.0000 1 0.0000 1 0.0000 � 0. - 280'-273'3-31/ 4 t' 32" y.. �� T3 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1"' 't 1 .0000 1 273'3-31/32"-2 70' T4 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 279-266'8-1/3 2" TS 0.0000 1 0.0000 1 0.0000 1 0.0000 1 O.000O 1 0.0000 1 0.0000 1 266'8-1/32"-26 3'3-31/32" T6 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 263'3-31/3Y'-2 60' T7 260'-240' 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 T8 ZW-22V 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 T9 220'-200' 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 T10-T13 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 200'-120' T14-T18 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 120'-20' T1920'-5' 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 T20 5'-0' 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 0.0000 1 -Tower Section Geometry cont'd . ` . tnxTower Amec Foster Wheeler Job 6166-16-0016 Page9 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc- 1075 Big Shanty RdNW Client Designed by Kennesaw, GA 30144 Phone. (770)421-3549 Motorola abdul.kabbara FAX: (770)421-3486 Tower Elevation ft leg Connection Type leg Bolt Size No. Diagonal Top Gin Bottom Gin Mid Girt Inng Horizontal Shon Horizontal Boll Size No. Boll Size No. Boll Size No. Bolt Size No. Boll Size No. Boll Size No. in in in in in in in TI 309-280' Flange 0.7500 3 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T2 Flange 0.7500 3 0.6250 0 0.6250 0 0.0000 0 0.6250 0 0.6250 0 0.6250 0 280'-273'3-31/ A325N A325N A325N A325N A325N A325N A325N 32" T3 Flange 0.7500 0 0.6250 0 0.6250 0 0.0000 0 0.6250 0 0.6250 0 0.6250 0 273'3-31/32"-2 A325N A325N A325N A325N A325N A325N A325N 70' T4 Flange 0.7500 0 0.6250 0 0.6250 0 0.0000 0 0.6250 0 0.6250 0 0.6250 0 270'-266'8-1/3 A325N A325N A325N A325N A325N A325N A325N 2" TS Flange 0.7500 0 0.6250 0 0.6250 0 0.0000 0 0.6250 0 0.6250 0 0.6250 0 266'8-1/32"-26 A325N A325N A325N A325N A325N A325N A325N 3'3-31/32" T6 Flange 0.7500 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 263'3.31/32'-2 A325N A325N A325N A325N A325N A325N A325N 60' T7 260'-240' Flange 0.7500 3 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 A325N A325N A325N A325N A325N A325N A325N 1`8 240'-220' Flange 0.7500 3 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T9 220'-200' Flange 0.7500 3 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 A325N A325N A325N A325N A325N A325N A325N TIO-TO Flange 0.7500 3 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6210 200'-120' A325N A325N A325N A325N A325N A325N ty T14-T18 Flange 0.7500 3 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6 0 ' 120'-20' T19 20'-5' Flange A325N 0.7500 3 A325N 0.6250 0 A325N 0.6250 0 A325N 0.6250 0 A325NCA 0.6250 0 ` 2 6 uF 0 %A3N ., A325N A325N A325N A325N A325N 4IM25N T205'-0' Flange 0.7500 3 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0 0.6250 0 _ A325N I A325N I A325N I A325N A325N A325N A325N Guy Data Guy Guy Guy Initial % Guy Guy I„ Anchor Anchor Anchor End Elevation Grade Size Tension Modulus Weight Radius Azimuth Elevation Fining Adj. Efficiency ft K ksi Flf ft R R % 70 EHS A 12 2.69 10% 21000 0.517 1567-9/16' 142' 0.0000 0' 100% B 12 2.69 10% 21000 0.517 1567-9/16" 142' 0.0000 0' 100% C 12 2.69 10% 21000 0517 1567-9/16" 142' 0.0000 0' 100% 139583 EHS A 11/16 5.00 10% 21000 1.000 1979-1/8" 142' 0.0000 0' 100% B 11/16 5.00 10% 21000 1.000 197'9-1/8" 142' 0.0000 0' 100% C 11116 5.00 10% 21000 1.000 197'9-1/8" 142' 0.0000 0' 100% 210 EHS A 7/8 7.97 10% 19000 1.581 25T3-23/32" 142' 0.0000 0' 100% B 7/8 7.97 10% 19000 1.581 252'3-23132" 142' 0.0000 0' 100% C 7/8 7.97 10% 19000 1.581 252'3-23/32" 142' 0.0000 0' 100% 268.375 EHS A 314 5.83 10% 19000 1.155 301'9" 142' 0.0000 0' 100% B 3/4 5.83 10% 19000 1.155 301'9" 142' 0.0000 0' 100% C 3/4 5.83 10% 19000 1.155 3017 142' 0.0000 0' 100% tnxT paver Amee Foster Wheeler Job 6166-16-0016 Page 10 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16.44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Client Designed by Kennesaw, GA 30144 Phone: (770)-421-3549 Motorola abduLkabbara PAX: (770)-421d486 Gu Data cont'd Guy Mount Torque -Arm Torque -Arm Torque -Ann Torque -Arm Torque -Am Torque -Arm Size Elevation Type Spread Leg Angle Style Grade Type h 70 comer 139.583 Comer 210 Comer 268.375 Torque Ann lT6" 15.0000 Wing A36 Double Angle 2L212.s21/26/16 Gu Data cont'd Guy Diagonal Diagonal Upper Diagonal Lower Diagonal Is PuB-Off Pull -Off lype Pull -Off Size Elvmtan Grade Type Size Size Strap. Grade h 70' A36 Solid Round A36 Solid Round (36 ksi) (36 ksi) 139'6-31/3 A36 Solid Round A36 Solid Round 2" (36 ksi) (36 ksi) 219 A36 Solid Round A36 Solid Round (36 ksi) (36 ksi) 268'4-9/16' A36 Solid Round A36 Solid Round ' (36 ksi) (36 ksi) Guy Data (cdnt'd) Guy Cable Cable Cable Cable Tower Tower 'a fftltvver Tower Flevadan Weight Weight Weight Weight Intercept Intercept Intercept Intercept A B C D A B C D ft K K K K f1 ft ft h 70 0.08 0.08 0.08 2'4-3/32" 24-3/32" T4-3/32" 2.6 see/pulse 2.6 sec/pulse 2.6 sec/pulse 139583 020 020 0.20 TIM/16" 3'10-5/16" 3'10-5/16" 3.4 sedpulse 3.4 sedpulse 3A sedpulse 210 0.40 0.40 0.40 62-9/32" 62-9/32" 62-9132" 4.3 sec/puLw 4.3 sedpulw 4.3 sedpulse 268375 0.35 0.35 035 8'9-15/32" 8'9-15/3T' 89-15/32" 5.1 secipulse 5.1 secipuLse 5.1 sedpulse Guy Data cont'd Torque Arm Pull Off Diagonal Guy Cale Cole K, KY K. Kr K. Ky Elevation K K ft Single Solid 70 No No 139583 No No V_ < 88 ml Yr uw EW �obbaae- Y$ z` u�NN Yr www ur�"iuw000- inNNN Yr '+NNN n 4 Yr aanwroro Jz! m ego �ommmRS'o' i N V u o w �war)waInwana J W W b b V $AIS•Ai'�OOlgi in in to W 4 >�O �ODU to V J N N N N N 1 J J t t t w w w w w N •+ W N m J .9`y C C i N W J oo J a . ��1 �•O �O�•O O_ CU Nqo w�N pq z$z p '�U V 4vz� y � N o 0 o y O " z z o A q ~' U tJii N C l Ni Noun y C Zozc oza � O O O O •. v' O O O O $�j.. 7 � yO O a 9N�NO 0 IZ �^ No N�N0 N�N0 zozozozo �• 0 0 0 0 2 �s go 0 g0g o p A 0 '� a �,� o_jE Swl~Q°w'7 +2.wb ft 0 a � A 0 CD CD 0 0 7 c CD 0) o y o m o w r o o O. p) o C ° P v p, P O OM Q A � T A W A w rn tnxTower Amec Foster Wheeler Job 6166-16-0016 Page 12 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty BdNW Client Designed by Kennesaw, GA 30144 Phone: (770)-421-3549 Motorola abdul.kabbara FAX. (770)421-3486 Tmmew eAtT OfTendoning OF 2OF 4OF 60F SOF 100F 120E Guy H V hwinl INrn hu"I INerc1Ft I.W INe¢ Pt hwid huo¢ 1.1 Inte pt hiirial INeTe71t INtial Wrrcrpt Elevmian Tmaiann 7e . Tension Tmsion TM. Te Tmsion C 14027 210.00 8.965 531 8.631 5.72 &300 5.95 7.970 6.19 7.643 6.45 7.319 6.73 6.998 7.03 268.375 A 13833 M 38 6.326 8.12 6.160 833 5.995 %36 5.830 8.79 5.666 9.04 5503 9.30 5.341 938 a 13853 26" 6.326 8.12 6.IW 8.33 5.995 856 5.830 8.79 5.666 9.04 5503 130 5.341 958 C 13853 268.38 6.326 8.12 6.160 &33 5.995 856 5.830 8.79 5.666 9.04 5503 930 5.341 958 '` , Feed Line/Linear Appurtenances -Entered "As Area , . `- „ Description Face Allow Component Placement Face Lateral 0 CAAA Weight or Shield Type Offset Offset Leg B in (Fr-FW) f"Ift ktf 9/16" B No CaAa (In Face) 1436" - 8' 0.0000 -0.5 1 No Ice 0.10 0.00 (Coax 1) 5/8" Feedline B No CaAa (In Face) 300' - 8' 0.0000 -05 1 No Ice 0.06 0.00 (Coax 2) 3/8" safty B No CaAa (In Face) 253' - 8' 0.0000 0.15 1 No Ice 0.04 0.00 cable (Coax 3) 718" coax B No CaAa (In Face) 275' - 8' 0.0000 0.25 1 No Ice 0.10 0.00 (Coax 5) 7/8" coax C No CaAa (In Face) 297' - 8' 0.0000 0.15 1 No Ice 0.10 0.00 (Coax 6) I/2" coax C No CaAa (In Face) 297' - 8' 0.0000 0.15 1 No Ice 0.06 0.00 (Coax 7) p LDFI-50A C No CaAa (In Face) 106' - 8' 0.0000 0.25 1 No Ice 0.03 0.00 -7 (1/4 FOAM) (Coax 9) (1/4 FO M) C No CaAa (In Face) 106' - 8' 0.0000 025 I N 03 �4,_ 0. A I/4 FOAM �'tH'� (Coax 10) 15/8" coax A No CaAa (In Face) 2776" - 8' 0.0000 02 4 No +0.20- 0.00 (Coax 11-14) 7/8" coax A No CaAa (In Face) 253' - 8' 0.0DD0 035 1 No Ice 0.10 0.00 (Coax 15) LDFI-50A A No CaAa (In Face) 253' - 8' 0.0000 OA 1 No Ice 0.03 0.00 (114 FOAM) (Coax 16) s:r EW63 A No CaAa (In Face) 125' - 8' 0.0000 0.44 1 No Ice 0.26 0.00 EW63 A No CaAa (la Face) 105'-8' 0.0000 0.48 1 No Ice 0.26 0.00 Feed Un6ifUndar'Appurtenanc6s Section Areas. Y Tower Tower Face Ae AF CAAA CAAA Weight Section Elevation In Face Out Face Tl 300'-280' A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 1.250 0.0D0 0.00 C 0.000 0.000 2.737 0.000 0.01 72 280'-2733-31/32" A 0.000 0.000 3.30D 0.000 0.02 B 0.000 0.000 0580 0.000 0.00 C 0.000 0.000 1.073 0.000 0.00 73 273'3-31/32"-270' A 0.000 0.000 2.640 0.000 0.01 tnxTower Amec Foster Wheeler Job 6166-16-0016 Page 13 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Kennesaw, GA 30144 Client Designed by Phone: (770)-421-3549 Motorola abdul.kabbara FAX. (770)-421-3486 Tower Tower Face As AF CAAA CAAA Weight Section Elevation In Face Out Face h It' h' R' It, K B 0.000 0.000 0535 0.000 0.00 C 0.000 0.000 0537 0.000 0.00 T4 270'-266'8-1/32" A 0.000 0.000 2.640 0.000 0.01 B 0.000 0.000 0535 0.000 0.00 C 0.000 0.000 0.537 0.000 0.00 T5 266'8-1/32"-263'3- A 0.000 0.000 2.640 0.000 0.01 31/32" B 0.000 0.000 0535 0.000 0.00 C 0.000 0.000 0537 0.000 0.00 T6 263'3-31/32"-260' A 0.000 0.000 2.640 0.000 0.01 B 0.000 0.000 0535 0.000 0.00 C 0.000 0.000 0537 0.000 0.00 17 260'-240' A 0.000 0.000 17.569 0.000 0.09 B 0.000 0.000 3.697 0.000 0,02 C 0.000 0.000 3220 0.000 0.01 T8 240'-220' A 0.000 0.000 18.500 0.000 0.09 B 0.000 0.000 3.960 0.000 0.03 C 0.000 0.000 3220 0.000 0.01 T9 220'-2W A 0.000 0.000 18500 0.000 0.09 B 0.000 0.000 3.960 0.000 0.03 C 0.000 0.000 3.220 0.000 0.01 T10 2W-180' A 0.000 0.000 18.500 0.000 0.09 B 0.000 0.000 3.960 0.000 0.03 C 0.000 0.000 3.220 0.000 0.01 Tll 189-16V A 0.000 0.000 18.500 0.000 0.09 B 0.000 0.000 3.960 0.000 0.03 C 0.000 0.000 3.220 0.000 0.01 T12 160'-140' A 0.000 0.000 18.500 0.000 0.09 B 0.000 0.000 4.303 0.000 0.03 C 0.000 0.000 3220 0.000 0.01 T13 140'-120' A 0.000 0.000 19.812 0.000 0.09 B 0.000 0.000 5.920 0.000 0.03 C 0.000 0.000 3.220 0.000 0.01 T14 120'-100' A B 0.000 0.000 0.000 0.000 25.059 5.920 0.000 0.000 0.10 0. C 0.000 0.000 3.640 0.000 0.gg' t+� T15 1W-80' A 0.000 0.000 28.995 0.000 ���yyyyyygggg 0.1 t4..*'/ y B 0.000 0.000 5.920 0.000 0.0 + C 0.000 0.000 4.620 0.000 0.01 T16 89-69 A 0.000 0.000 28.995 0.000 0.11 B 0.000 0.000 5.920 0.000 0.03 C 0.000 0.000 4.620 0.000 0.01 T17 6U-4V A 0.000 0.000 28.995 0.000 0.11 B 0.000 0.000 5.920 0.000 0.03 C 0.000 0.000 4.620 0.000 0.01 T18 40'-20' A 0.000 0.000 28.995 0.000 0.11 B 0.000 0.000 5.920 0.000 0.03 C 0.000 0.000 4.620 0.000 0.01 T19 20'-5' A 0.000 0.000 17397 0.000 0.06 B 0.000 0.000 3552 0.000 0.02 C 0.000 0.000 2.772 0.000 0.01 T20 5'-0' A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 Feed Line Center of Pressure. W xT Tower Amec Foster Wheeler Job 6166-16-0016 Page 14 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd N0' Kennesaw, GA 30144 Client Designed by Phone: (770)421-3549 Motorola abdul.kabbara FAX: (770)-421-3486 Section Elevation CPX CPz CPX CPz Ice Ice jt in in in in TI 300'-280' -0.2164 0.0361 -0.2164 0.0361 T2 280'-273'3-31/32" -0.5958 -0.9523 -0.5858 -0.9523 13 2733-3l/32"-270' -0.5105 -1.1249 -0.5105 -1.1249 T4 270'-266'8-1/32" -0.4874 -1.0741 -0.4874 -1.0741 T5 266'8-1/32"-2633-31 -0.4874 -1.0741 -0.4874 -1.0741 /32" T6 2633-31/32"-260' -0.5285 -1.1646 -0.5285 -1.1646 77 260'-240' -0.5035 -1.3242 -05035 -1.3242 T8 240'-220' -0.4829 -1.3840 -0.4828 -1.3840 79 220'-200' -0.4666 -1.3377 -0.4666 -1.3377 T10 200'-180' -0.4704 -13486 -0.4704 -1.3486 Tll 180'-160' -0.4704 -1.3486 -0.4704 -1.3486 T12 160'-140' -0.4664 -1.3818 -0.4664 -1.3818 T13 140'-120' -0.4427 -1.6289 -0.4427 -1.6289 T14 120'-IW -0.4440 -1.9780 -0.4440 -1.9780 T15 IW-80' -0.4512 -2.1227 -0.4512 -2.1227 T16 80'-60' -0.4512 -2.1227 -0.4512 -2.1227 T17 6V-49 -0.4512 -2.1227 -0.4512 -2,1227 T18 40'-20' -0.4512 -2.1227 -0.4512 -2.1227 T19 20'-5' -0.4275 -2.0108 -0.4275 -2.0108 T20 5'-0' 0.0000 0.0000 0.0000 0.0000 TI 2 5/8" Feedline 280.00- 0.6000 0.6000 300.00 TI 6 7/8" coax 280.00- 0.6000 0.6000 297.00 TI 7 12" coax 280.00- 0.6000 0.6000 297.00 72 2 5/8" Feedlwe 273.33- 0.6000 0.6000 280.00 T2 5 7/8" coax 273.33- 0.6000 0.6000 275.00 T2 6 7/8" coax 273.33- 0.6000 0.6000 280.00 T2 7 1/2"coax 273.33- 0.6000 0.6000 280.00 12 11 1518"coax 273.33- 0.6000 0.6000 277so 13 2 5/8" FeedOne 270.00- 0.6000 0.6000 273.33 T3 5 7/8" coax 270.00- 0.6000 0.6000 273.33 73 6 718" coax 270.00- 0.6000 0.6000 27333 T3 7 12" coax 270.00- 0.6000 0.6000 27333 T3 11 15/8" coax 270.00- 0.6000 0.6000 273.33 T4 2 5/8"Feedline 266.67- 0.6000 0.6000 270.00 T4 5 7/8"coax 266.67- 0.6000 0.6000 tnxTower Amec Foster Wheeler Job 6166-16-0016 Page 15 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Kennesaw, GA 30144 Client Designed by Phone: (770)-421-3549 Motorola abdul.kabbara FAX: (770)-421-3486 Tower Section Feed Line Record No. Description Feed Line Segment El". K. No Ice K, Ice 270.00 T4 6 7/8" coax 266.67- 0.6000 0.6000 270.00 T4 7 12" can 266.67- 0.6000 0.6000 270.00 T4 11 15/8" coax 266.67- 0.6000 0.6000 270.00 TS 2 5/8" Feedline 263.33- 0.6000 0.6000 266.67 T5 5 7/8" coax 26333 - 0.6000 0.6000 266.67 T5 6 7/8" coax 263.33- 0.6000 0.6000 266.67 T5 7 12" coax 263.33- 0.6000 0.6000 266.67 T5 I 15/8" can 263.33- 0.6000 0.6000 266.67 T6 2 5/8" Feedline 260.00- 0.6000 0.6000 26333 T6 5 7/8" con 260.00- 0.6000 0.6000 263.33 T6 6 7/8" can 260.00- 0.6000 0.6000 26333 T6 7 12"coax 260.00- 0.6000 0.6000 263.33 T6 11 1518" con 260.00- 0.6000 0.6000 263.33 T7 2 5/8"Feedline 240.00- 0.6000 0.6000 260.00 17 3 3/8" safty cable 240.00- 0.6000 0.6000 253.00 T7 5 7/8" can 240.00- 0.6000 0.6000 260.00 17 6 7/8"con 240.00- 0.6000 0.6000 260.00 77 7 12" con 240.00- 0.6000 0.6000 260.00 77 11 15/8" can 240.00- 0.6000 0.6000 260.00 T7 12 7/8" can 240.00- 0.6000 0.6000 253.00 77 13 LDFI-50A (114 FOAM) 240.00 - 0.6000 0.6000 253.00 T8 2 5/8"Feedline 220.00- 0.6000 0.6000 240.00 T8 3 3/8" safty cable 220.00- 0.6000 0.6000 240.00 T8 5 7/8"con 220.00- 0.6000 0.6000 240.00 Ts 6 7/8" con 220.00- 0.6000 0.6000 240.00 T8 7 12" can 220.00- 0.6000 0.6000 240.00 T8 11 15/8" can 220.00- 0.6000 0.6000 240.00 T8 12 7/8" can 220.00- 0.6000 0.6000 240.00 T8 13 LDFI-50A (114 FOAM) 220.00- 0.6000 0.6000 240.00 T9 2 5/8"Feedline 200.00- 0.6000 0.6000 1 220.00 T9 3 3/8" safty cable 200.00 - 0.6000 0.6000 e� ly'y- t= ower Amec Foster Wheeler Job 6166-16-0016 Page 16 of 64 Project Date Environment & Infrnstructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Rig Shanty Rd NW Kennesaw, GA 30144 Client Designed by Phone:(770)421-3549 FAX: (770)421-3486 Motorola abdul.kabbara Tower Section Feed lane Record No. Descrfpdon Feed line Se neni Elev. K. No Ice K. Ice 220.00 T9 5 7/8" coax 200.00- 0.6000 0.6000 220.00 T9 6 7/8" coax 200.00- 0.6000 0.6000 220.00 T9 7 12" coax 200.00 - 0.6000 0.6000 220.00 T9 I 1 1518" coax 200.00- 0.6000 0.6000 220.00 T9 12 718"coax 200.00- 0.6000 0.6000 220.00 T9 13 LDFl-50A (I/4 FOAM) 200.00- 0.6000 0.6000 220.00 T10 2 5/8"Feedline 180.00- 0.6000 0.6000 200.00 T10 3 3/8" safty cable 180.00- 0.6000 0.6000 200.00 TIO 5 7/8" coax 180.00- 0.6000 0.6000 200.00 T10 6 7/8" coax 180.00- 0.6000 0.6000 200.00 TI O 7 12" coax 180.00- 0.6000 0.6000 200.00 T10 11 1518" coax 180.00- 0.6000 0.6000 200.00 T10 12 7/8" coat 180.00- 0.6000 0.6000 200.00 T10 13 LDFI-50A(1/4 FOAM) 180.00- 0.6000 0.6000 200.00 T11 2 5/8"Feedhne 160.00- 0.6000 0.6000 180.OD Tll 3 3/8"satty cable 160.00- 0.6000 0.6000 180.00 Tll 5 718"coax 160.00- 0.6000 0.6000 180.00 T11 6 719" coax 160.00- 0.6000 0.6000 180.00 T11 7 12" coax 160.00- 0.6000 0.6000 180.00 T11 11 1 5/8" coax 160.00- 0.6000 0.6000 I80.00 T11 12 7/8" coax 160.00- 0.6000 0.6000 180.00 T11 13 LDFI-50A(1/4 FOAM) 160.00- 0.6000 0.6000 180.00 T12 1 9/16" 140.00- 0.6000 0.6000 14350 T12 2 5/8"Feedline 140.00- 0.6000 0.60D0 160.00 T12 3 3/8" safty cable 140.00- 0.6000 0.6000 160.00 T12 5 7/8" coax 140.00- 0.6000 0.6000 160.00 T12 6 7/8" coax 140.00- 0.6000 0.6000 160.00 T17 7 12" coax 140.00- 0.6000 0.6000 160.00 T12 11 1 5/8"coax 140.00- 0.6000 0.6000 160.00 T12 12 7/8" coax 140.00- 0.6000 0.6000 160.00 T121 13 LDFI. (I/4 FOAM) 140.00- 0.6000 0.6000 t=Tower Amec Foster Wheekr Job 6166-16-0016 Page 17 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Kennesaw, GA 30744 Client Designed by Phone. (770)421-3549 Motorola FAX: (770)421-3486 1 1abdul.kabbara Tower Section Feed Line Record No. Description Feed line Segment El" K. No Ice K. ice 160.00 T13 1 9/16" 120.00- 0.6000 0.60W 140.00 T13 2 5/8"FeedGne 120.00- 0.6000 0.6000 140.00 T13 3 3/8" salty cable 120.00- 0.6000 0.6000 140.00 T13 5 7/8"coax 120.00- 0.6000 0.6000 140.00 T13 6 7/8"coax 120.00- 0.6000 0.6000 140.00 T13 7 12"coax 120.00- 0.6000 0.6000 140.00 T13 11 15/8"coax 120.00- 0.6000 0.6000 140.00 T13 12 7/8" coax 120.00- 0.6000 0.60W 140.00 T13 13 LDFI-50A (114 FOAM) 120.00- 0.6000 0.6000 140.00 T13 15 EW63 120.00- 0.6000 0.6000 125.00 T14 1 9/16" 100.00- 0.6000 0.6000 120.00 T14 2 518" Feedline 100.00- 0.6000 0.6000 120.00 T14 3 3/8" salty cable 100.00- 0.6000 0.6000 120.00 T14 5 7/8"coax 100.00- 0.6000 0.60W 120.00 T14 6 718"coax 100.00- 0.6000 0.6000 120.00 T14 7 12" coax 100.00- 0.6000 0.6000 120.00 T14 9 LDFI-50A (1/4 FOAM) 100.00- 0.6000 0.60W 106.00 TI4 10 LDFI-50A(1/4 FOAM) 100.00- 0.60W 0.6000 106.D0 T14 11 15/8"coax 100.00- 0.6000 0.6000 120.00 T14 12 7/8" coax 100.00- 0.6000 0.6000 120.00 T14 13 LDFI-50A(114 FOAM) 100.00- 0.6000 0.60D0 120.00 T14 15 EW63 100.00- 0.6000 0.60W 120.00 T14 16 EW63 100.00- 0.6000 0.6000 105.00 T15 1 9/16" 80.00-100.00 0.6000 0.6000 T15 2 5/8"Feedline 80.00-100.00 0.6000 0.6000 T15 3 3/8" salty cable 80.00-100.00 0.6000 0.6000 TIS 5 7/8" coax 80.00 - 100.00 0.6000 0.6000 T15 6 7/8" coax 80.00-100.00 0.6000 0.6000 T15 7 12" coax 80.00-100.00 0.6000 0.6000 T15 9 LDFI-50A(114 FOAM) 80.00-100.00 0.60D0 0.6000 T15 10 LDFI-50A(114 FOAM) 80.00-100.00 0.6000 0.6000 T15 I 15/8" coax 80.00-100.00 0.6000 0.6000 T15 12 7/8" coax 80.00 - 100.00 0.6000 0.6000 T15 13 LDFI-50A(1/4 FOAM) 80.00-100.00 0.6000 0.6000 T15 15 EW63 80.00 - 100.00 0.6000 0.6000 T15 16 EW63 80.00-100.00 0.6000 0.6000 T16 1 9116" 60.00-80.00 0.6000 0.60W T16 2 518"Feedline 60.00-80.00 0.6000 0.6000 tnXTower Amec Faster Wheeler Job 6166-16-0016 Page 18 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Kennesaw, GA 30144 Client Designed by Phone: (770)421-3549 Motorola abdul.kabbara FAX: (770)421-3486 Tower Section Feed Line Record No. Description Feed Line Segment Elev. K No Ice K Ice T16 3 3/8" sally cable 60.00 - 80.00 0.60()0 0.6000 T16 5 7/8" con 60.00-80.00 0.6000 0.6000 T16 6 7/8" con 60.00-80.00 0.6000 0.6000 T16 7 12" coat 60.00 - 80.00 0.6000 0.6000 T16 9 LDFI-50A(1/4 FOAM) 60.00-80.00 0.6000 0.6000 T16 10 LDFI-50A (1/4 FOAM) 60.00 - 80.00 0.6000 0.6000 T16 11 1 5/8"coax 60.00-80.00 0.6000 0.6000 T16 12 718"coax 60.00-80.00 0.6000 0.6000 T16 13 LDFI-SOA(1/4 FOAM) 60.00-80.00 0.6000 0.6000 T16 15 EW63 60.00-80.00 0.6000 0.6000 T16 16 EW63 60.00-80.00 0.6000 0.6000 T17 1 9116" 40.00-60.00 0.6000 0.6000 T17 2 5/8"Feedline 40.00-60.00 0.6000 0.6000 T17 3 3/8" sally cable 40.00 - 60.00 0.6000 0.6000 T17 5 7/8" cum 40.00-60.00 0.6000 0.6000 T17 6 7/8" coat 40.00-60.00 0.6000 0.6000 T17 7 12"coax 40.00-60.00 0.6000 0.6000 T17 9 LDFI-50A(1/4 FOAM) 40.00-60.00 0.6000 0.6000 T17 10 LDFI-50A(1A FOAM) 40.00-60.00 0.6000 0.6000 T17 11 1518" coax 40.00-60.00 0.6000 0.6000 T17 12 7/8" con 40.00-60.00 0.6000 0.6000 T17 13 LDFI-5OA(1/4FOAW 40.00-60.00 0.6000 0.6000 T17 15 EW63 40.00-60.00 OA000 0.6000 T17 16 EW63 40.00-60.00 0.6000 0.6000 T18 1 9/16" 20.00-40.00 0.6000 0.6000 T18 2 5/8"Feedline 20.00-40.00 0.6000 0.6000 T18 3 318" sally cable 20.00 -40.00 0.6000 0.6000 T18 5 7/8" coax 20.00-40.00 0.6000 0.6000 T18 6 7/8" con 20.00-40.00 0.6000 0.6000 T18 7 12"coax 20.00-40.00 0.6000 0.6000 T18 9 LDFI-50A(114 FOAM) 20.00-40.00 0.6000 0.6000 T18 10 1.13171-50A(1/4 FOAM) 20.00-40.00 0.6000 0.6000 T18 11 15/8"coax 20.00-40.00 0.6000 0.6000 T18 12 7/8" coax 20.00 -40.00 0.6000 0.6000 T18 13 LDFl-50A(1/4 FOAM) 20.00-40.00 0.6000 0.6000 T18 15 EW63 20.00-40.00 0.6000 0.6000 T18 16 EW63 20.00-40.00 0.6000 0.6000 T19 1 9/16" 8.00-20.00 0.6000 0.6000 T19 2 518"Feedline 8.00-20.00 0.6000 0.6000 T19 3 318" salty cable 8.00 - 20.00 0.6000 0.6000 T19 5 7/8" coax 8.00-20.00 0.6000 0.6000 T19 6 7/8" con 8.00-20.00 0.6000 0.6000 T19 7 12"coat 8.00-20.00 0.6000 0.6000 T19 9 LDFI-50A(114 FOAM) 8.00-20.00 0.6000 0.6000 T19 10 LDFI-50A(1/4 FOAM) 8.00-20.00 0.6000 0.6000 T19 11 15/8"coax 8.00-20.00 0.6000 0.6000 T19 12 7/8" coax 8.00-20.00 0.6000 0.6000 T19 13 LDFI-50A(114 FOAM) 1 8.00-20.00 0.6000 0.6000 T19 15 EW63 8.00-20.00 0.6000 0.6000 T19 16 EW63 8.00-20.00 0.6000 0.6000 Discrete Tower Loads qgj �i t� i.i WxTower Amec Foster Wheeler Job 6166-16-0016 Page 19 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty lid NW Client Designed by Kennesaw, GA 30144 Phone: (770)421-3549 Motorola abdul.kabbara FAX: (770)421-3486 Description Face Offset Ojjseis: Azimuth Placement CAA CAAA Weight or Type mom Adjustment From Side Leg lateral Vert jt ft jr2 jt' K h h Side Lights A None 0.0000 143'6" No Ice 0.60 0.60 0.01 (Sidelights) Side Lights C None 0.0000 1436" No Ice 0.60 0.60 0.01 (Sidelights) YYY BCD-80010 B From Leg 6.00 0.0000 253' No Ice 2.95 2.95 0.03 (Existing Antenna #2) 0' 5' Pirod 6' Side Mount Standoff B From Leg 3.00 0.0000 253' No Ice 4.97 4.97 0.07 (1) 0' (Mount at Existing Antenna 0' #2) YYY DB420 B From Leg 3.17 0.0000 275' No Ice 3.33 333 0.03 (Equivalent to Existing 0' Antenna #3) 9' Pirod 4' Side Mount Standoff B From Ixg ISO 0.0000 275' No Ice 2.72 2.72 -� 0. (1) 0' ^� ` (Mount at Existing Antenna 0' iA SYY \\ t BCD-80010 A From Leg 6.00 90.0000 2776" No Ice a .95 y "V 0.03 (Existing Antenna #4) 3' 5' Pirod 6' Side Mount Standoff A From Leg 3.00 90.0000 2776" No Ice 4.97 4.97 0.07 (1) 3' (Mount at Existing Antenna 0' #4) Yki BCD-80010 A From Leg 6.00 50.0000 2776" No Ice 2.95 2.95 0.03 (Existing Antenna #5) 0' 5' Pirod 6' Side Mount Standoff A From Leg 3.00 50.0000 2776" No Ice 4.97 4.97 0.07 (1) 0' (Mount at Existing Antenna 0' #5) YYY BCD-80010 B From Leg 6.00 0.0000 2776" No Ice 2.95 2.95 0.03 (Existing Antenna #6) 0' 5' Pirod 6 Side Mount Standoff B From Leg 3.00 0.0000 277'6" No Ice 4.97 4.97 0.07 (1) 0' (Mount at Existing Antenna 9 #6) YYY BCD-80010 C From Ixg 6.00-60.0000 277'6" No Ice 2.95 2.95 0.03 (Existing Antenna #7) V 5' Pimd 6' Side Mount Standoff C From Leg 3.00-60.0000 2776" No Ice 4.97 4.97 0.07 (1) 0' (Mount at Existing Antenna 0' #7) xYY YYY Flash Beacon Lighting B From Leg 0.00 0.0000 300' No Ice 2.70 2.70 0.05 0' 0' tnxTower Amec Foster Wheeler Job 6166-16-0016 Page 20 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Kennesaw, GA 30144 Client Designed by Phone: (770)-021-3549 Motorola abdul.kabbara FAX: (770)-021-3486 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Hun Adjustment Front Side Leg lateral Vert h h f,2 ft' K h 0.625" x 6' Lightning Rod A From Face R 0.00 0.0000 300 No Ice 038 0.38 0.01 0' 3' esx 101-83B-09-M3/03N B From Leg 6.00 0.0000 297' No Ice 357 357 0.05 (Antenna #10) 0' 3' Pirod 6' Side Mount Standoff B From Leg 3.00 0.0000 297' No Ice 4.97 4.97 0.07 (1) 0' (Mount at Existing Antenna 0' #10) Dishes Description Face Dish Offset Offsets: Azimuth 3,111 Elevation or Type Type Hun Adjustment Beam Leg lateral Width Vert ft ft 3' Solid Dish w/o C Grid Stand-0 050 0.0000 106' Radome ffRight 0' 0' PARE-59 B Paraboloid From 0.50 0.0000 125' ((Motorola)) w/Radome Leg 0' V PARE-59 A Paraboloid From 050 0.0000 105' ((Motorola)) w/Radome Leg 0' 0' sty neFrmca r3.00' No Ice 7.07 Tower Pressures No Ice GH = o.8so 6.00 No Ice 28.27 0.14 6.00 No Ice 28.27 0.14 Section Elevation ft Z ft Kz Q[ s AG ft' F a c e ft'ftr ArF3.4635 AR A,, Leg % `'AAA 1n Face Atftx CAAA Out Face T1300'-280' 290' 1.34 58 63.333 A 0.000 6.667 64.77 0.000 0.000 B 0.000 64.77 1.250 0.000 C 0.000 61.59 2.737 0.000 T2 276'8-1/32' 1.322 58 21.111 A 0.000 2.222 67.59 3.300 0.000 280'-273'3-31/ B 0.000 6759 0.580 0.000 32" C 0.000 64.14 1.073 0.000 T3 271'8-1/32' 1.315 57 10.556 A 0.000 1.994 1.111 55.72 2.640 0.000 273'3-3l/32"-2 B 0.000 1.994 55.72 0535 0.000 70' C 0.000 2.083 53.35 0537 0.000 T4 268'3-31/3 131 57 10556 A 0.413 1.817 1.111 49.82 2.640 0.000 O OM N A IT q O N A T oo pN O O O lA Q N T a O O O O O O O O O N tyl� N tr�i 06 N N W U J b r w 4n J �O N W O O O O O O O O O O N N {q pH J oo cc 'O O CC '+ oe 0Oo Zq N A A w Q Y Y Y W W A y yy A U U U U U U U `O rw-� to N A O� W O N W to P J J W J W W W W W W W W w W W W O O a W IA w w 4N W 41 J �1 J LiJ w w In LA n J O � W W W W lA 1A N N U W w U lA O O W W W W O O O O O W T A nmanma�manmanma�manmanmanma�ma�manma�manma�ma�ma�m��o�, 0000g0g000Q00Q0Q0000000000s0sQ0Q000Q0Q0g0g00000s0s00Q0QQ0QQg000g0qg0qQ0Q0000o n �`�$$Sggg25$8gg$$ggg$$S55ggg25 `a Sgggg`e�25 c4i$255SgSSS25wwwww 00�0�000 r—— ---+-— N NNJJJ000000-----000OO—OpOp��r s �P�pp In iAJ pA iA�0in0 00qo p0p���00�Oo 00qe--OOO�op��pp W q W W W W J�AJAAJAAJ A pA W pU�i W ONi Crp Cp PNOOa VWi UWi� VWi UWi W AA PJJT� �O W W O 01 P P UI lW/1 � lW/1 UI T UI VI P VI U T to VI r W W r W W r W W r W W J pp P P T P T to IA IA LA fA Q� P pJ� pp A O J J J J J O O S O S J J lA W C0 AJJ W.O.pp�Opp� W W W Oyy. Oppp W.Q.pp�ATA IA `O `ObtA `Obto `Ob A�1J W OOJ;ObJb aS p� pTp ATA pTp ATA yTyOpp�TCWC VwiM tnW NNOAAOAAOAAOAAOAP�O•V JJPJJTJJOJJOA�OA��O� -NNNNN O OON W J AU W AU,allo A UaNa AU W W IAVNi w,U � D W A m W W o e W W o o W W oo W woo W w JOONOON00 A IA IA IAA IA IA Lui (1:—A OpF S�wl �� A ti Z w y R ry l R _a c n CD o 0 Oa T O �f d 0 o. rn 0 � a d � C N w o v w m A w rn tnxTower Amec Foster Wheeler Job 6166-16-0016 Page 22 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. I075 Big Shanty Rd MV Kennesaw, GA 30744 Client Designed by Phone:(770)-421-3549 Motorola abdul.kabbara FAX: (770)-421-3456 1 1 Section Elevation z Kz q DO AG ft, F a c e Ar AR Aus Leg % CAAA /n Face CAAI Out Face TI 300-280' 290' 1.34 10 63.333 A 0.000 10.293 6.667 64.77 0.000 0.000 B 0.000 10.293 64.77 1.250 0.000 C 0.000 10.825 61.59 2.737 0.000 T2 276'8-1/32' 1.322 10 21.111 A 0.000 3.288 2.222 67.59 3.300 0.000 280'-273'3-31/ B 0.000 3.288 67.59 0.580 0.000 32" C 0.000 3.465 64.14 1.073 0.000 73 271'8-1/32' 1.315 10 10.556 A 0.000 1.994 1.111 55.72 2.640 0.000 273'3-31/32"-2 B 0.000 1.994 55.72 0.535 0.000 70' C 0.000 2.083 53.35 0.537 0.000 T4 268'3-31/3 1.31 10 10556 A OA13 1.817 1.111 49.82 2.640 0.000 270'-266'8-1/3 2" B 0.413 1.817 49.82 0.535 0.000 2" C OA13 1.906 47.92 0.537 0.000 T5 265' 1.306 10 10556 A 0.413 1.817 1.111 49.82 2.640 0.000 266'8-1/32"-26 B 0.413 1.817 49.82 0535 0.000 3'3-31/32" C 0.413 1.906 47.92 0.537 0.000 T6 261'8-1/32' 1.301 10 10.556 A 0.000 1.824 1.111 60.91 2.640 0.000 263'3-31/32"-2 B 0.000 1.824 60.91 0535 0.000 60' C 0.000 1.913 58.09 0537 0.000 T7 260'-240' 250' 1.284 10 63.333 A 0.000 10.035 6.667 66.44 17569 0.000 B 0.000 10.035 66.44 3.697 0.000 C 0.000 10.566 63.10 3.220 0.000 T8 240'-220' 230' 1.254 10 63.333 A 0.000 10.035 6.667 66.44 18.500 0.000 B 0.000 10.035 66.44 3.960 C 0.000 10.566 63.10 3.220 T9 220'-200' 21V 1.222 10 63.750 A B 0.000 0.000 11.100 11.100 7500 67.57 qq 8.5 .000 C 0.000 11.627 64. q% �&220 •x . 0.bOff T10200'-180' 199 1.187 9 63.750 A 0.000 10.943 7500 69.17 'iltNb1 0.000 B 0.000 10.843 69.1 -3.960 0.000 C 0.000 11.371 65.96 3220 0.000 T11180'-160' 179 1.15 9 63.750 A 0.000 10.843 7500 69.17 18500 0.000 B 0.000 10.843 69.17 3.960 0.000 C 0.000 11.371 65.96 3.220 0.000 T12160'-140' 159 1.11 9 63.750 A 0.000 10.843 7.500 69.17 18.500 0.000 B 0.000 10.843 69.17 4303 0.000 C 0.000 11371 65.96 3220 0.000 T13 140'-120' 130' 1.065 8 63.750 A 0.000 10.843 7.500 69.17 19.812 0.000 B 0.000 10.843 69.17 5.920 0.000 C 0.000 11.371 65.96 3.220 0.000 T14 120'-IW 110' 1.016 8 63.333 A 0.000 10.035 6.667 66.44 25.059 0.000 B 0.000 10.035 66.44 5.920 0.000 C 0.000 10.566 63.10 3.640 0.000 T15 109-80' 90' 0.959 8 63.333 A 0.000 10.035 6.667 66.44 28.995 0.000 B 0.000 10.035 66.44 5.920 0.000 C 0.000 10.566 63.10 4.620 0.000 T16 80-60' 70' 0.892 7 63.333 A 0.000 10.035 6.667 66.44 28.995 0.000 B 0.000 10.035 66.44 5.920 0.000 C 0.000 10.566 63.10 4.620 0.000 T17 60'-40' 50' 0.811 6 63.333 A 0.000 10.035 6.667 66.44 28.995 0.000 B 0.000 10.035 66.44 5.920 0.000 C 0.000 10566 63.10 4.620 0.000 T18 40'-20' 39 0.701 5 63.333 A 0.000 10.035 6.667 66.44 28.995 0.000 B 0.000 10.035 66.44 5.920 0.000 C 0.000 10.566 63.10 4.620 0.000 T1920'-5' 12'6" 0.7 5 47.500 A 0.000 7.406 5.00D 67.52 17.397 0.000 B 0.000 7.406 6752 3552 0.000 C 0.000 7.760 64.43 2.772 0.000 120 Y-y TV 0.7 5 8370 A 0.000 2.588 1.764 68.15 0.000 0.000 B 0.000 2.588 68.15 0.000 0.000 C 0.000 2.699 65.35 0.000 0.000 j tnxT ewer Amec Foster Wheeler Job 6166-16-0016 Page 23 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Kennesaw, GA 30144 Client Designed by Phone: (770)421-3549 Motorola abdul.kabbara FAX: (770)421-3486 1 1 Tower Forces -'No Ice = Wind Normal To Face Section Elevation ft Add Weight K Self Weight K F a c e e Cr q: Fsf De DR AL F K Cal. Face T1 300'-280' 0.01 1.03 A 0.163 2.726 58 1 1 5.856 0.94 FO.0)6 C B 0.163 2.726 1 1 5.856 C 0.171 2.696 1 1 6.170 T2 0.02 0.32 A 0.156 2.75 58 1 1 1.868 0.41 C 280'-273'3-31/ B 0.156 2.75 1 1 1.868 32" C 0.164 2.72 1 1 1.972 T3 0.02 0.19 A 0.189 2.633 57 1 1 1.142 0.26 0.08 C 273'3-31/32"- B 0.189 2.633 1 1 1.142 270' C 0.197 2.605 1 1 1.195 T4 0.02 020 A 0.211 2.559 57 1 1 1.461 0.29 0.09 C 270'-266'8-1/3 TA 0.81 B 0211 2559 1 1 IA61 2" C 0.22 2532 1 1 1515 T5 0.02 0.20 A 0211 2.559 57 1 1 1.461 0.29 0.09 C 266'8-1/32"-2 B 0211 2.559 1 1 1.461 63'3-31/32" C 022 2532 1 1 1515 T6 0.02 0.17 A 0.173 2.689 57 1 1 1.040 0.25 0.07 C 263'3-31/32"- B 0.173 2.689 1 1 1.040 26W C 0.181 2.66 1 1 1.093 V 260'-240' 0.12 0.97 A 0.158 2.741 56 1 1 5.704 1.48 0.0 %I't B 0.158 2.741 I 1 5.704 C 0.167 2.711 1 1 6.017 y] T8240'-220' 0.12 0.97 A 0.158 2.741 55 1 1 5.704 i1 7 .07^r' B 0.158 2.741 1 1 5.704 , C 0.167 2.711 1 1 6.017 T9 220'-209 0.12 1.20 A 0.174 2.685 53 1 1 6332 150 0.07 C B 0.174 2.685 1 1 6.332 C 0.182 2.656 1 1 6.646 TIO 200'-180' 0.12 1.14 A 0.17 2.699 52 1 1 6.179 1.44 0.07 C B 0.17 2.699 I 1 6.179 C 0.178 2.67 1 1 6.493 T1 1180'-160' 0.12 1.14 A 0.17 2.699 50 I 1 6.179 1.40 OX C B 0.17 2.699 1 1 6.179 C 0.178 2.67 1 1 6.493 T12 160'-140' 0.13 1.14 A 0.17 2.699 48 1 1 6.179 1.35 0.07 C B 0.17 2.699 1 1 6.179 C 0.178 2.67 1 1 6.493 T13140'-120' 0.13 1.14 A 0.17 2.699 46 1 1 6.179 137 0.07 C B 0.17 2.699 1 1 6.179 C 0.178 2.67 1 1 6.493 T14 120'-300' 0.14 0.97 A 0.158 2.741 44 1 1 5.704 1.40 0.07 C B 0.158 2.741 1 1 5.704 C 0.167 2.711 1 1 6.017 T15 100'-80' 0.15 0.97 A 0.158 2.741 42 1 1 5.704 1.42 0.07 C B 0.158 2.741 1 1 5.704 C 0.167 2.711 1 1 6.017 T16 80'60' 0.15 0.97 A 0.158 2.741 39 1 1 5.704 1.32 0.07 C B 0.158 2.741 1 1 5.704 C 0.167 2.711 1 1 6.017 T17 60'40' 0.15 0.97 A 0.158 2.741 35 1 1 5.704 1.20 0.06 C B 0.158 2.741 1 1 5.704 C 0.167 2.711 1 1 6.017 T1840'-2P 0.15 0.97 A 0.158 2.741 31 1 1 5.704 1.04 0.05 C B 0.158 2.741 1 1 5.704 C 0.167 2.711 1 1 6.017 tnxTower Amec Foster Wheeler Job 6166-16-0016 Page 24 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Kennesaw, GA 30744 Client Designed by Phone: (770)421-3549 Motorola abdul.kabbara FAX: (7701-121-3486 I I Section Add Self F e CF q. DF De AF F w Coll. Elevation Weight Weight a Face c Psf ft K K e ft2 K kl T1920'-5' 0.09 0.72 A 0.156 2.75 31 1 1 4.208 0.68 0.05 C B 0.156 2.75 1 1 4.208 C 0.163 2.723 1 1 4.416 720 5'-0' 0.00 0.26 A 0-3 2.272 31 1 1 1558 0.10 0.02 C B 0309 2.272 1 1 1558 C 0322 2.238 1 1 1.636 Sum Wei t: 1.82 16.44 19.62 " Tower'Forces - No.lce - Wind 60 To Face, Section Elevation Add Weight K Self Weight K F a c e e CF q: Psf DF De A. It, F K w k1 CH. Face Tl 300'-280' 0.01 1.03 A 0.163 2.726 58 0.8 1 5.856 0.94 0.05 C B 0.163 2.726 0.8 1 5.856 C 0.171 2.696 0.8 1 6.170 72 0.02 0.32 A 0.156 175 58 0.8 1 1.868 0.41 0.06 C 280'-273'3 31/ B 0.156 175 0.8 1 1.868 32" C 0.164 2.72 0.8 1 1.972 73 0.02 0.19 A 0.189 2.633 57 0.8 1 1.142 27313-31/32"- B 0.189 2.633 0.8 1 1.142 270' C 0.197 2.605 0.8 1 1.195 T4 0.02 0.20 A 0211 2559 57 0.8 1 1.378 0.28� �0.09 C 270'-266'8-1/3 TA 0.81 B 0.211 2559 0.8 1 1.378 2" C 0.22 2.532 0.8 1 IA32 T5 0.02 020 A 0211 2.559 57 0.8 1 1.378 0.28 0.08 C 266'8-1/32"-2 B 0211 2.559 0.8 1 1.378 633-31/32" C 022 2.532 0.8 1 IA32 T6 0.02 0.17 A 0.173 2.689 57 0.8 1 1.040 0.25 0.07 C 263'3-31/32"- B 0.173 2.689 0.8 1 1.040 260' C 0.181 2.66 0.8 1 1.093 T7 269-240' 0.12 0.97 A 0.158 2.741 56 0.8 1 5.704 IA8 0.07 C B 0.158 2.741 0.8 1 5.704 C 0.167 2.711 0.8 1 6.017 T8 240'-220' 0.12 0.97 A 0.158 2.741 55 0.8 1 5.704 1.47 0.07 C B 0.158 2.741 0.8 1 5.704 C 0.167 2.711 0.8 1 6.017 T9 229-200' 0.12 1.20 A 0.174 2.685 53 0.8 1 6.332 1.50 0.07 C B 0.174 2.685 0.8 1 6332 C 0.182 2.656 0.8 1 6A46 T10209-189 0.12 1.14 A 0.17 2.699 52 0.8 1 6.179 1.44 0.07 C B 0.17 2.699 0.8 1 6.179 C 0.178 2.67 0.8 1 6A93 T11 180'-160' 0.12 1.14 A 0.17 2.699 50 0.8 1 6.179 1.40 0.07 C B 0.17 2.699 0.8 1 6.179 C 0.178 2.67 0.8 1 6.493 T12 160'-140' 0.13 1.14 A 0.17 2.699 48 0.8 1 6.179 1.35 0.07 C B 0.17 2.699 0.8 1 6.179 C 0.178 2.67 0.8 1 6A93 T13 149-120' 0.13 1.14 A 0.17 2.699 46 0.8 1 6.179 1.37 0.07 C B 0.17 2.699 0.8 1 6.179 C 0.178 2.67 0.8 1 6.493 T14129-100' 0.14 0.97 A 0.158 2.741 44 0.8 1 5.704 1.40 0.07 C taxT©weer Amec Foster Wheeler Job 6166-16-0016 Page 25 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanry Rd NW Kennesaw, GA 30144 Client Designed by Phone: (770)-021-3549 Motorola abdul.kabbara FAX: (770)-421-3486 1 1 Section Elevation t Add Weight K Self Weight K F a c e e CF q, Psf DF De AE ft, F K w kl C1r1. Face H 0.158 2.741 0.8 1 5.704 C 0.167 2.711 0.8 1 6.017 T15 100'-80' 0.15 0.97 A 0.158 2.741 42 0.8 1 5.704 1.42 0.07 C B 0.158 2.741 0.8 1 5.704 C 0.167 2.711 0.8 1 6.017 T16 8V-60' 0.15 0.97 A 0.159 2.741 39 0.8 1 5.704 1.32 0.07 C B 0.158 2.741 0.8 1 5.704 C 0.167 2.711 0.8 1 6.017 T17 60'40' 0.15 0.97 A 0.158 2.741 35 0.8 1 5.704 1.20 0.06 C B 0.158 2.741 0.8 1 5.704 C 0.167 2.711 0.8 1 6.017 T18 40'-20' 0.15 0.97 A 0.158 2.741 31 0.8 1 5.704 1.04 0.05 C B 0.158 2.741 0.8 1 5.704 C 0.167 2.711 0.8 1 6.017 T19 20'-5' 0.09 0.72 A 0.156 2.75 31 0.8 1 4.208 0.68 0.05 C B 0.156 2.75 0.8 1 4208 C 0.163 2.723 0.8 1 4.416 T20 5'-0' 0.00 0.26 A 0309 2.272 31 0.8 1 1.558 0.10 0.02 C B 0309 2.272 0.8 1 1.558 C 0.322 2.238 0.8 1 1.636 Sum Weight: 1 1.821 16.441 1 1 1 1 19.60 - «: Tower Forces'- No' I,ce --Wind 90 To Fac Face Section Elevation Add Weighs Self Weight F a e Cv I q, De De AE ,y c Psf ✓ r K K e K Of T1 300'-280' 0.01 1.03 A 0.163 2.726 58 0.85 1 5.856 0.94 0.05 C B 0.163 1726 0.85 1 5.856 C 0.171 2.696 0.85 1 6.170 T2 0.02 0.32 A 0156 2.75 58 0.85 1 1.868 0.41 0.06 C 280'-273'3-31/ B 0.156 2.75 0.85 1 1.868 32" C 0.164 2.72 0.85 1 1.972 T3 0.02 0.19 A 0.189 2.633 57 0.85 1 1.142 026 0.08 C 273'3-31/32"- B 0.189 2.633 0.85 1 1.142 270' C 0.197 2.605 0.85 1 1.195 T4 0.02 0.20 A 0.211 2559 57 0.85 1 1.399 029 0.09 C 279-266'8-1/3 TA 0.81 B 0.211 2559 0.85 1 1.399 2" C 0.22 2532 0.85 1 1.453 T5 0.02 0.20 A 0211 2.559 57 0.85, 1 1399 0.29 0.09 C 266'8-1/32"-2 B 0211 2.559 0.85 1 1399 63'3-31/32" C 022 2532 0.85 1 IA53 T6 0.02 0.17 A 0.173 2.689 57 0.85 1 1.040 0.25 0.07 C 2631-3l/32'- B 0.173 2.689 0.85 1 1,040 269 C 0.181 2.66 0.85 1 1.093 77 260'-240' 0.12 0.97 A 0.158 2.741 56 0.85 1 5.704 IA8 0.07 C H 0.158 2.741 0.85 1 5.704 C 0.167 2.711 0.85 1 6.017 T8 240'-220' 0.12 0.97 A 0.158 2.741 55 0.85 1 5.7. 1.47 0.07 C B 0.158 2.741 0.85 1 5.704 C 0.167 2.711 0.85 1 6.017 1-9 220'-200' 0.12 120 A 0.174 2.685 53 0.85 1 6332 150 0.07 C B 0.174 2.685 0.85 1 6.332 tnxTower AmecFoster Wheeler Job 6166-16-0016 Page 26 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04114/16 Inc. 1075 Big Shanty lid NW Kennesaw, GA 30144 Client Designed by Phone.- (770)-421-3549 Motorola FAX: (770)-421-3485 1 1abdul.kabbara Section Elevation f Add Weight K Self Weight K F a c e e CF q� Psf De De Ae F K w kl Oct. Face C 0.11 2.656 0.85 1 6.646 T10200'-180' 0.12 1.14 A 0.17 2.699 52 0.95 1 6.179 1.44 0.07 C B 0.17 2.699 0.85 1 6.179 C 0.178 2.67 0.85 1 6.493 TII 180'-160' 0.12 1.14 A 0.17 2.699 50 0.85 1 6.179 1.40 0.07 C B 0.17 2.699 0.85 1 6.179 C 0.178 2.67 0.85 1 6A93 T12 160'-140' 0.13 1.14 A 0.17 2.699 48 0.85 1 6.179 1.35 0.07 C B 0.17 2.699 0.85 1 6.179 C 0.178 2.67 0.85 1 6.493 T13 140'-120' 0.13 1.14 A 0.17 2.699 46 0.85 1 6.179 1.37 0.07 C B 0.17 2.699 0.85 1 6.179 C 0.178 2.67 0.85 1 6.493 T14 120'-]00' 0.14 0.97 A 0.158 2.741 44 0.85 1 5.704 1.40 0.07 C B 0.158 2.741 0.85 1 5.704 C 0.167 2.711 0.85 1 6.017 T15 100'-80' 0.15 0.97 A 0.158 2.741 42 0.85 1 5.704 1.42 0.07 C B 0.158 2.741 0.85 1 5.704 C 0.167 2.711 0.85 1 6.017 T1680'-60' 0.15 0.97 A 0.158 2.741 39 0.85 1 5.704 1.32 0.07 C B 0.158 2.741 0.85 1 5.704 C 0.167 2.711 0.85 1 6.017 T1760'A0' 0.15 0.97 A 0.158 2.741 35 0.85 1 5.704 1.20 0.06 C B 0.159 2.741 0.85 1 5.704 C 0.167 2.711 0.85 1 6.017 T1840'-20' 0.15 0.97 A 0.158 2.741 31 0.85 1 5.704 1.04 0.0 _ B 0.158 2.741 0.85 1 5.704 -- C 0.167 2.711 0.85 1 6.017 T1920'-5' 0.09 0.72 A 0.156 2.75 31 0.85 1 4.208 68; 0. _;��C B 0.156 2.75 0.85 1 4.208 1t 1*•• C 0.163 2.723 0.85 1 4.416 ��,•, T20 5'-0' 0.00 026 A 0.309 1272 31 0.85 1 1.558 0.10 0.02 C B 0309 2.272 0.85 1 1558 C 0322 2.238 0.85 1 1.636 Sum Weight: 1 1.821 16.441 1 1 1 1 1 1 19.60 Tower Forces - Service Wind Normal To Face Section Elevation t Add Weight K Self Weight K F a c e e CF q, Psf DF DR Ae f12 F K w klf Ctrl Face T1 300'-28V 0.01 1.03 A 0.163 2.726 10 1 1 5.856 0.17 0.01 C B 0.163 2.726 1 1 5.856 C 0.171 2.696 1 1 6.170 72 0.02 032 A 0.156 2.75 10 1 1 1.868 0.07 0.01 C 280'-273'3-31/ B 0.156 2.75 1 1 1.868 32" C 0.164 2.72 1 1 1.972 T3 0.02 0.19 A 0.189 2.633 10 1 1 1.142 0.05 0.01 C 2731-31/32"- B 0.189 2,633 1 1 1.142 270' C 0.197 2.605 1 1 1.195 T4 0.02 0.20 A 0211 2559 10 1 1 IA61 0.05 0.02 C 279-2668-1/3 TA 0.81 B 0.211 2.559 1 1 1.461 2" C 022 2532 1 1 1.515 tnxT Tower Amec Foster Wheeler Job 6166-16-0016 Page 27 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Kennesaw, GA 30744 Client Designed by Phone: (770)421-3549 Motorola abdul.kabbara FAX: (770)421-3456 Section Elevation Add Weight K Self Weight K F a c e e CF 9: Psf De De Ae ft, F K w k Call. Face TS 0.02 0.20 A 0.211 2.559 10 1 1 1A61 0.05 0.02 C 266'8-1/32"-2 B 0.211 2.559 1 1 1A61 63'3-31/32" C 0.22 2.532 1 1 1.515 T6 0.02 0.17 A 0.173 2.689 10 1 1 1.040 0.04 0.01 C 263'3-31/32"- B 0.173 2.689 1 1 1.040 260' C 0.181 2.66 1 1 1.093 T7269-240' 0.12 0.97 A 0.158 2.741 10 1 1 5.704 0.27 0.01 C B 0.158 2.741 1 1 5.704 C 0.167 2.711 1 1 6.017 T8 240'-220' 0.12 0.97 A 0.158 2.741 10 1 1 5.704 026 0.01 C B 0.158 2.741 1 1 5.704 C 0.167 2.711 1 1 6.017 T9 220'-200' 0.12 120 A 0.174 2.685 10 1 1 6.332 0.27 0.01 C B 0.174 2.685 1 1 6332 C 0.182 2.656 1 1 6.646 T10200'-180' 0.12 1.14 A 0.17 2.699 9 1 1 6.179 0.26 0.01 C B 0.17 2.699 1 1 6.179 C 0.178 2.67 1 1 6.493 T31180'-160' 0.12 1.14 A 0.17 2.699 9 1 1 6.179 0.25 0.01 C B 0.17 2.699 1 1 6.179 C 0.178 2.67 1 1 6.493 T12160'-140' 0.13 1.14 A 0.17 2.699 9 1 1 6.179 024 0.01 C B 0.17 2.699 1 1 6.179 C 0.178 2.67 1 1 6A93 T13140'-120' 0.13 1.14 A 0.17 2.699 8 1 1 6.179 025 0.01 C B 0.17 2.699 1 1 6.179 C 0.178 2.67 1 1 6A93 T14129-100' 0.14 0.97 A 0.158 2.741 8 1 1 5.704 0 1 B 0.158 2.741 1 1 5.7 47 C 0.167 2.711 1 1 6.01 T15 100'-80' 0.15 0.97 A 0.158 2.741 8 1 1 5.704 ° 't 0.01. C B 0.158 2.741 1 1 5.704 C 0.167 2.711 1 1 6.017 T16 8U-60' 0.15 0.97 A 0.158 2.741 7 1 1 5.704 0.24 0.01 C B 0.158 2.741 1 1 5.704 C 0.167 2.711 1 1 6.017 T17 60'40' 0.15 0.97 A 0.158 2.741 6 1 1 5.704 0.22 0.01 C B 0.158 2.741 1 1 5.704 C 0.167 2.711 1 1 6.017 T1840'-20' 0.15 0.97 A 0.158 2.741 5 1 1 5.704 0.19 0.01 C B 0.158 2.741 1 1 5.704 C 0.167 2.711 1 1 6.017 T1920'-5' 0.09 0.72 A 0.156 2.75 5 1 1 4208 0.12 0.01 C B 0.156 2.75 1 1 4.208 C 0.163 2.723 1 1 4.416 720 5'-0' 0.00 0.26 A 0309 2.272 5 1 1 1.558 0.02 0.00 C B 0309 2.272 1 1 1558 C 0322 2.238 1 1 1.636 Sum Weight: 1 1.821 16.441 352 Tower Forces -'Service - Wind 60 To Face tnxTower Amec Faster Wheeler Job 6166-16-0016 Page 28 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Kennesaw, GA 30144 Client Designed by Phone: (770)421-3549 Motorola abdul.kabbara FAX (770)421-3486 Section Elevation ft Add Weight K Self Weight K F a c e e CF qz Psf DF De Ae ft2 F K w kl Cirl. Face Tl 300'-280' 0.01 1.03 A 0.163 2.726 10 0.8 1 5.856 0.17 0.01 C B 0.163 2.726 0.8 1 5.856 C 0.171 2.696 0.8 1 6.170 T2 0.02 0.32 A 0.156 2.75 10 0.8 1 1.868 0.07 0.01 C 280'-273'3-31/ B 0.156 2.75 0.8 1 1.868 32" C 0.164 2.72 0.8 1 1.972 T3 0.02 0.19 A 0.189 2.633 10 0.8 1 1.142 0.05 0.01 C 273'3-31132"- B 0.189 2.633 0.8 1 1.142 270' C 0.197 2.605 0.8 1 1.195 T4 0.02 020 A 0.211 2559 10 0.8 1 1.378 0.05 0.02 C 270'-266'8-1/3 TA 0.81 B 0.211 2.559 0.8 1 1.378 2" C 0.22 2532 0.8 1 1.432 T5 0.02 0.20 A 0211 2559 10 0.8 1 1.378 0.05 0.02 C 266'8-1/32"-2 B 0.211 2559 0.8 1 1.378 63'3-31/32" C 0.22 2532 0.8 1 1.432 T6 0.02 0.17 A 0.173 2.689 10 0.8 1 1.040 0.04 0.01 C 263'3-31/32'- B 0.173 2.689 0.8 1 1.040 260' C 0.181 2.66 0.8 1 1.093 T7 269-240' 0.12 0.97 A 0.158 2.741 10 0.8 1 5.704 0.27 0.01 C B 0.158 2.741 0.8 1 5.704 C 0.167 2.711 0.8 1 6.017 T8 240'-220' 0.12 0.97 A 0.158 2.741 10 0.8 1 5.704 026 0.01 C B 0.158 2.741 0.8 1 5.704 C 0.167 2.711 0.8 1 6.017 19 220'-200' 0.12 1.20 A 0.174 2.685 10 0.8 1 6.332 0.27 0.01 C B 0.174 2.685 0.8 1 6.332 T10200'-180' 0.12 1.14 C A 0.182 0.17 2.656 2.699 9 0.8 0.8 1 1 6.646 6.179 0.2 B 0.17 2.699 0.8 1 6.179 C 0.178 2.67 0.8 1 6.493 T11180'-160' 0.12 1.14 A 0.17 2.699 9 0.8 1 6.179 C B 0.17 2.699 0.8 1 6.179 C 0.178 2.67 0.8 1 6.493 T12160'-140' 0.13 1.14 A 0.17 2.699 9 0.8 1 6.179 0.24 0.01 C B 0.17 2.699 0.8 1 6.179 C 0.178 2.67 0.8 1 6.493 T13140'-12W 0.13 1.14 A 0.17 2.699 8 0.8 1 6.179 0.25 0.01 C B 0.17 2.699 0.8 1 6.179 C 0.178 2.67 0.8 1 6.493 T14 120'-100' 0.14 0.97 A 0.158 2.741 8 0.8 1 5.704 0.25 0.01 C B 0.158 2.741 0.8 1 5.704 C 0.167 2.711 0.8 1 6.017 T1S 100'-80' 0.15 0.97 A 0.158 2.741 8 0.8 1 5.704 0.26 0.01 C B 0.158 2.741 0.8 1 5.704 C 0.167 2.711 0.8 1 6.017 T16 80'60' 0.15 0.97 A 0.158 2.741 7 0.8 1 5.704 0.24 0.01 C B 0.158 2.741 0.8 1 5.704 C 0.167 2.711 0.8 1 6.017 T17 60'40' 0.15 0.97 A 0.158 2.741 6 0.8 1 5.704 0.22 0.01 C B 0.158 2.741 0.8 1 5.704 C 0.167 2.711 0.8 1 6.017 T1840'-20' 0.15 0.97 A 0.158 2.741 5 0.8 1 5.704 0.19 0.01 C B 0.158 2.741 0.8 1 5.704 C 0.167 2.711 0.8 1 6.017 TI920'-5' 0.09 0.72 A 0.156 2.75 5 0.8 1 4.208 0.12 0.01 C B 0.156 2.75 0.8 1 4.208 C 0.163 2.723 0.8 1 4.416 T205'-0' 0.00 0.26 A 0.309 2.272 5 0.8 1 1558 0.02 0.00 C B 0.309 2272 0.8 1 1558 C 0322 2.238 0.8 1 1.636 t=Tower Amec Foster Wheeler Job 6166-16-0016 Fags 29 of 64 Proles Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 7075 Big Shanty RdNW Kennesaw, GA 30144 Client Designed by Phone., (770)-421-3549 Motorola abdul.kabbara FAX. (770)-421-3486 Section Add Self F e CF qt DF Ds As F w Col. Elevation Weight Weight I a Face c Fsf K K e K Sum Weight 1,821 16,441 1 1 1 1 1 1 3.52 � �Tower'Forces Service Wind 90 To Face Section Elevation ft Add Weight K Self Weight K F a c e e CF q, Psf DF De As F K w ki Cal. Face T1 300'-280' 0.01 1.03 A 0.163 2.726 10 0.85 1 5.856 0.17 0.01 C B 0.163 2.726 0.85 1 5.856 C 0.171 2.696 0.85 1 6.170 72 0.02 032 A 0.156 2.75 10 0.85 1 1.868 0.07 0.01 C 289-273'3-31/ B 0.156 2.75 0.85 1 1.868 32" C 0.164 2.72 0.85 1 1.972 73 0.02 0.19 A 0.189 2.633 10 0.85 1 1.142 0.05 0.01 C 2731-31/32"- B 0.189 2.633 0.85 1 1.142 270' C 0.197 2.605 0.85 1 1.195 T4 0.02 020 A 0.211 2.559 10 0.85 1 1.399 0.05 0.02 C 270'-2668-1/3 TA 0.81 B 0.211 2559 0.85 1 1399 2" C 0.22 2.532 0.85 1 1A53 T5 0.02 0.20 A 0211 2.559 10 0.85 1 1399 0.05 0.02 C 266'8-1/3T 2 B 0211 2559 0.85 1 1.399 . 63'3-31/32" C 0.22 2532 0.85 1 IA53 _ ' i� T6 0.02 0.17 A 0.173 2.689 10 0.85 1 1.040 0. 0. �' P �" 263'3-31/32"- B 0.173 2.689 0.85 1 1.040 269 C 0.181 2.66 0.85 1 1.093 � i T7 260'-240' 0.12 0.97 A 0.158 2.741 10 0.85 1 5.704 r- 11".27 0.01 C B 0.158 2.741 0.85 1 5.704 C 0.167 2.711 0.85 1 6.017 T8 240'-220' 0.12 0.97 A 0.158 2.741 10 0.85 1 5.704 026 0.01 C B 0.158 2.741 0.85 1 5.704 C 0.167 2.711 0.85 1 6.017 T9 220'-200' 0.12 1.20 A 0.174 2.685 10 0.85 1 6.332 027 0.01 C B 0.174 2.695 0.85 1 6.332 C 0.182 2.656 0.85 1 6.646 2.699 T10 200'-180' 0.12 1.14 A 0.17 9 0.85 1 6.179 0.26 0.01 C B 0.17 2.699 US 1 6.179 C 0.178 2.67 0.85 1 6.493 TI1 180'-160' 0.12 1.14 A 0.17 2.699 9 0.85 1 6.179 0.25 0.01 C B 0.17 2.699 0.85 1 6.179 C 0.178 2.67 0.85 1 6A93 T12 160'-140' 0.13 1.14 A 0.17 2.699 9 0.85 1 6.179 0.24 0.01 C B 0.17 2.699 0.85 1 6.179 C 0.178 2.67 0.85 1 6A93 T13 140'-120' 0.13 1.14 A 0.17 2.699 8 0.85 1 6.179 0.25 0.01 C B 0.11 2.699 0.85 1 6.179 C 0.178 2.67 0.85 1 6.493 T14120'-100' 0.14 0.97 A 0.158 2.741 8 0.85 1 5.704 0.25 0.01 C B 0.158 2.741 0.85 1 5.704 C 0.167 2.711 0.85 1 6.017 T15100'-80' 0.15 0.97 A 0.158 2.741 8 0.85 I 5.704 026 0.01 C B 0.158 2.741 0.85 I 5.704 C 0.167 2.711 0.85 1 6.017 T16 80'-60' 0.15 0.97 A 0.158 2.741 7 0.85 1 5.704 0.24 0.01 C tnx over Amec Foster Wheeler Job 6166-16-0016 Page 30 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Kennesaw, GA 30144 Client Designed by Phone: (770)-021-3549 Motorola abdul.kabbara FAX: (770)-421-3486 Section Elevation t Add Weight K Self Weight K F a c e e CF q. Psf Dr Ds As f12 F K w kI CHI. Face B 0.159 2.741 0.85 1 5.704 C 0.167 2.711 0.85 1 6.017 T17 60'-40' 0.15 0.97 A 0.158 2.741 6 0.85 1 5.704 022 0.01 C B 0.158 2.741 0.85 1 5.704 C 0.167 2.711 0.85 1 6.017 T1840'-20' 0.15 0.97 A 0.158 2.741 5 0.85 1 5.704 0.19 0.01 C B 0.158 2.741 0.85 1 5.704 C 0.167 2.711 0.85 1 6.017 T1920'-5' 0.09 0.72 A 0.156 2.75 5 0.85 1 4.208 0.12 0.01 C B 0.156 2.75 0.85 1 4.208 C 0.163 2.723 0.85 1 4.416 T205'-0' 0.00 0.26 A 0.309 2.272 5 0.85 1 1558 0.02 0.00 C B 0309 2.272 0.85 1 1.558 C 0322 2238 0.85 1 1.636 Sum Weight: 1 1.821 16.441 1 1 1 1 3.52 . Force Totals. Does not include.forces on u s . Load Case vertical Forces K Sam of Forces X K Sum of Forces Z K Sum of Torques kip- Leg Weight 10.48 Bracing Weight 5.96 Total Member Self -Weight 16.44 Guy Weight 4.12 Total Weight 23.49 Wind 0 deg - No lee -0.14 -24.90 6.80 Wmd 30 deg - No Ice 11.94 -20.99 5.06 Wind 60 deg - No Ice 21.08 -12.17 1.43 Wind 90 deg - No Ice 24.60 0.16 -2.50 Wind 120 deg -No Ice 21.23 12.39 -5.24 Wind 150 deg -No lee 12,34 21.34 -6.88 Wind 180 deg - No Ice -0.05 24.38 -7.51 Wind 210 deg -No Ice -12.35 21.10 -5.76 Wind 240 deg - No Ice -21.25 1224 -1.46 Wind 270 deg - No Ice -24.92 0.11 3.20 Wind 300 deg - No Ice -21.22 -12.20 5.89 Wind 330 deg - No Ice -12.36 -21.34 6.84 Total Weight 23.49 ANEIRM Wind 0 deg - Service -0.02 -4.47 1.22 Wind 30 deg - Service 2.15 -3.77 0.91 Wind 60 deg - Service 3.79 -2.19 0.26 Wind 90 deg - Service 4.42 0.03 -0.45 Wind 120 deg - Service 3.81 2.23 -0.94 Wind 150 deg - Service 2.22 3.83 -1.24 Wind 180 deg - Service -0.01 438 -1.35 Wind 210 deg - Service -2 3.79 -1.03 Wind 240 deg - Service -3..22 82 2.20 -0.26 Wmd 270 deg -Service -4 0.02 0.58 Wind 300 deg - Service -3.81 -2.19 1.06 Wmd 330 de - Service -2.22 -3.83 1.23 tnxTower Amec Foster Wheeler Job 6166-16-0016 Page 31 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Kennesaw, GA 30144 Client Designed by Phone. (770)421-3549 Motorola abdul.kabbara FAX. (770)421-3486 1 1 Load Combinations Comb. Description No. 2 12 Dead+l.6 Wind 0 deg -No Ice+1.0 Guy 3 12 Dead+1.6 Wind 30 deg - No Iee+1.0 Guy 4 12 Dmd+1.6 Wind 60 deg - No Ice+1.0 Guy 5 1.2 Dead+1.6 Wind 90 deg - No Ice+1.0 Guy 6 1.2 Dead+1.6 Wind 120 deg - No Ice+1.0 Guy 7 12 Dmd+1.6 Wind 150 deg - No Ice+1.0 Guy 8 1.2 Dmd+1.6 Wind 180 deg - No Ice+1.0 Guy 9 12 Dead+1.6 Wind 210 deg - No Ice+1.0 Guy 10 1.2 Dmd+1.6 Wind 240 deg - No Ice+1.0 Guy 11 1.2 Dead+1.6 Wind 270 deg - No Ice+1.0 Guy 12 1.2 Dead+1.6 Wind 300 deg - No Ice+1.0 Guy 13 1.2 Dead+1.6 Wmd 330 deg - No Ice+1.0 Guy 14 Dead+Wind0 deg - Service+Guy 15 Dead+Wind 30 deg - Service+Guy 16 Dead+Wind 60 deg - Service+Guy 17 Dead+Wmd 90 deg - Service+Guy 18 Dead+Wmd 120 deg - Service+Guy 19 Dead+Wmd 150 deg - Service+Guy 20 Dead+Wind 180 deg - Service+Guy 21 Dead+Wind 210 deg - Service+Guy 22 Dead+Wmd 240 deg - Service+Guy 23 Dead+Wind 270 deg - Service+Guy 24 Dead+Wmd 300 deg - Service+Guy Maximum Member forces Section Fl vation Component Condition Gov. Axial Major -Axis MrnorAxis No. ft Type load Moment Moment _ Comb. K kip- kip ft Tl 300-280 Leg Max Tension 4 11.81 -0.10 -0.02 Max. Compression 6 -12.60 -0.05 -0.16 Max. Mx 10 4.97 -0.43 0.39 Max. My 3 1.99 0.32 -OA7 Max. Vy 10 -1.20 0.07 0.01 Max. Vx 3 -1.29 -0.06 0.06 Diagonal Max Tension 10 4.61 0.00 0.00 Max. Compression 4 -4.62 0.00 0.00 Max. Mx 6 0.33 0.01 0.00 Max. My 2 0.39 0.00 -0.00 Max. Vy 6 -0.01 0.00 0.00 Max. Vx 2 0.00 0.00 0.00 Horizontal Max Tension 3 1.04 0.00 0.00 Max. Compression 9 -1.02 0.00 0.00 Max. Mx 6 0.04 0.00 0.00 Max. My 9 0.18 0.00 -0.00 Max. Vy 6 -0.00 0.00 0.00 Max. Vx 9 0.00 0.00 0.00 Secondary Max Tension 5 0.00 -0.00 -0.00 Horizontal Max. Compression 10 -0.00 -0.00 -0.00 Max. Mx 3 0.00 -0.00 0.00 o IL m 0 1 o co O O 0 (O -p O ca O J O c O co 7 O to U d �U J y d IL ci A ^' ro y Q' 4 C SSooSS000`c�,o$ OCR o`,96=66.66 �$? d 0000g00000gooqq0qqdd0dq0dg�oq S'!OSOOOOOOpOS00.� rNYrfOSO SSOS 4 g000000c00000gq000qoc0000co cooq $0000000$ooNararaoo$-'o^�oo 0 0 0 0 0 0 0 $ oc00000g0000goqcooqqoq000 S O S O O S O S S O G O O V d 8 g S O S O O S O S o oOQcjoc0000q oo90o 000000000 S SNNOO80b V NNS$m�v�00NNSO�+f roSOa.h�80S SOOS80 ^.N C?OOOMCb�� � VNiU v�00 V?a O gGgCOQO.i ^'�qQ CNN Q'n '�' �?.?N C,Q O.�'� OOQ00 9000OQ C1 N+qQ OONMm�gQl�q"� qOG �MQ JVU »v »v » w >> » s s a s Fc q 'C � N M � Si N M m m $ M N ry Z � F tnxTower AmeeFoster Wheeler Job 6166-16-0016 Page 33 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty lid NW Client Designed by Kennesaw, GA 30144 Phone: (770)-421-3549 Motorola abdul.kabbara FAX:(770)-421-3456 Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type load Moment Moment Secondary Horizontal T4 270-266.667 Leg Diagonal Horizontal Secondary Horizontal Guy A Guy B Guy C Torque Arm Top Max. Vy 10 -0.00 0.00 0.00 Max. Vx 2 0.00 0.00 0.00 Max Tension 6 0.00 0.00 0.00 Max. Compression 6 -0.00 0.00 0.00 Max. Mx 8 -0.00 0.00 0.00 Max. My 9 0.00 0.00 0.00 Max. Vy, 8 -0.00 0.00 0.00 Max. Vx 9 -0.00 0.00 0.00 Max Tension 4 8.22 -0.26 0.19 Max. Compression 6 -30.45 -0.15 -0.10 Max. Mx 11 -12.75 0.40 -0.07 Max. My 2 -2.10 -0.00 0.39 Max. Vy 11 0.42 0.40 -0.07 Max. Vx 2 0.42 -0.00 0.39 Max Tension 7 9.31 0.00 0.00 Max. Compression 13 -10.94 0.00 0.00 Max. Mx 7 4.34 -0.01 -0.00 Max. My 3 -10.77 -0.01 0.01 Max. Vy 7 0.01 -0.01 -0.00 Max. Vx 3 400 -0.01 0.01 Max Tension 8 16.88 0.00 0.00 Max. Compression 2 -1.86 0.00 0.00 Max. Mx 10 -1.59 -0.00 0.00 Max. My 2 1181 0.00 0.00 Max. Vy 10 0.00 0.00 0.00 Max. Vx 2 -0.00 0.00 0.00 Max Tension 6 0.00 0.00 0.00 Max. Compression Max. Mx Max. My Max. Vy Max. Vx Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Hot Cable Vert Bot Cable Norm Hot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Hot Cable Vert Hot Cable Norm Hot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Hot Cable Vert Hot Cable Norm Hot Cable Tan Max Tension Max. Compression -0.00 -0.00 -0.00 -0.00 0.00 22,98 23.28 20.93 10.21 0.03 -20.06 11.22 0.03 22.59 22.89 20.58 10.02 0.03 -19.71 11.03 0.03 22.77 23.07 20.71 10.16 0.25 -19.90 11.05 0.47 3852 0.00 0.00 0. Olga 0.0 0. y .ego 0.00 060 0.00 0.00 0.00 0.00 4, Tower Amec Foster Wheeler Job 6166-16-0016 Page 34 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big ShantyRd NW Kennesaw, GA 30144 Client Designed by Phone: (770)-421-3549 FAX: (770)421-3486 Motorola 1 1 abdul.kabbara Section Elevation Na. jt Component Type Condition Gov. Load Comb. Axial K MajorAxts Moment kip-(t Minor Axis Moment kip-/t Max. Mx 6 37.78 0.07 0.00 Max. My 8 30.19 0.00 -0.00 Max. Vy 6 -0.04 0.00 0.00 Max. Vx 8 0.00 0.00 0.00 Torque Arm Bottom Max Tension 1 0.00 0.00 0.00 Max. Compression 8 -39.7A 0.00 0.00 Max. Mx 3 -22.15 0.07 0.00 Max. My 8 -39.22 0.00 0.00 Max. Vy 3 -0.04 0.00 0.00 Max. Vx 8 -0.00 0.00 0.00 TS 266.667- Leg Max Tension 1 0.00 0.00 0.00 263.333 Diagonal Horizontal Secondary Horizontal T6 263.333 - 260 Leg Diagonal Horizontal Secondary Horizontal Max. Compression 2 -26.45 0.03 0.03 Max. Mx 10 -13.67 0.15 -0.06 Max.My 2 -13.86 -0.02 0.16 Max. Vy 10 0.09 0.15 -0.06 Max. Vx 8 -0.10 -0.08 -0.12 Man Tension 1 0.00 0.00 0.00 Max. Compression 3 -4.58 0.00 0.00 Max. Mx 8 -4.20 0.00 0.00 Max. My 8 -4.20 0.00 0.00 Max. Vy 7 0.00 0.00 0.00 Max. Vx 8 0.00 0.00 0.00 Max Tension 1 0.00 0.00 0.00 Max. Compression 9 -5.24 0.00 0.00 Max. Mx 10 4.54 -0.00 0.00 Max. My 2 -5.12 0.00 0.00 Max. Vy 10 0.00 0.00 0.00 Max. Vx 2 -0.00 0.00 0.00 Max Tension 6 0.00 0.00 0.00 Max. Compression 6 -0.00 0.00 0. Max. Mx 2 -0.00 0.0 0.V�A Max. My 9 0.00 0.0 !#, Q Max. Vy 2 -0.00 0.00 y Max. Vx 9 -0.00 0.00 0.00 Max Tension 1 0.00 0.00 0.00 Max. Compression 2 -33.17 -0.10 0.10 Max. Mx 8 -27.87 -0.34 -0.14 Max. My 8 -21.95 0.12 -0.39 Max. Vy 8 -0.60 -0.09 0.01 Max. Vx 8 -0.73 0.12 -0.39 Max Tension 3 1.89 0.00 0.00 Max. Compression 8 -2.81 0.00 0.00 Max. Mx 2 053 0.01 0.00 Max. My 9 -2.50 0.00 0.00 Max. Vy 2 -0.00 0.00 0.00 Max. Vx 9 -0.00 0.00 0.00 Max Tension 9 3.09 0.00 0.00 Max. Compression 2 -0.57 0.00 0.00 Max. Mx 10 2.73 0.00 0.00 Max. My 2 1.85 0.00 -0.00 Max. Vy 10 -0.00 0.00 0.00 Max. Vx 2 0.00 0.00 0.00 Max Tension 6 0.00 -0.00 -0.00 Max. Compression 10 -0.00 -0.00 -0.00 Max. Mx 3 0.00 -0.00 0.00 Max. My 2 0.00 -0.00 0.00 Max. Vy 3 0.00 -0.00 0.00 Max. Vx 2 -0.00 -0.00 0.00 WxTower Amec Foster Wheeler Job 6166-16-0016 Page 35 of 64 Prof Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big shanty IM NW Kennesaw, GA 30144 Client Designed by Phone: (770)421-3549 Motorola abdul.kabbara FAX: (770)421-3486 1 1 Section Elevation Component Condition Gov. Axial Major Axis MiaorAxis No. ft Type Load Moment Moment Comb. K kip ft kip ft Bottom Girt Max Tension 8 1.07 0.00 0.00 Max. Compression 2 -0.58 0.00 0.00 Max. Mx 10 0.42 0.00 0.00 Max. My 2 -0.17 0.00 -0.00 Max. Vy 10 -0.00 0.00 0.00 Max. Vx 2 0.00 0.00 0.00 T7 260 - 240 Leg Max Tension 1 0.00 0.00 0.00 Max. Compression 13 -33.69 0.08 -0.13 Max. Mx 5 -26.75 0.55 -0.22 Max. My 2 -27.15 0.08 -0.53 Max. Vy 11 -1.24 0.07 -0.10 Max. Vx 2 -1.07 -0.12 0.01 Diagonal Max Tension 11 3.98 0.00 0.00 Max. Compression 5 4.22 0.00 0.00 Max. Mx 6 2.03 0.01 0.00 Max. My 2 0.16 0.00 -0.00 Max. Vy 6 -0.00 0.00 0.00 Max. Vx 2 0.00 0.00 0.00 Horizontal Max Tension 9 1.11 0.00 0.00 Max. Compression 3 -0.80 0.00 0.00 Max. Mx 10 0.55 0.00 0.00 Max. My 9 0.54 0.00 -0.00 Max. Vy 10 -0.00 0.00 0.00 Max. Vx 9 0.00 0.00 0.00 Secondary Max Tension 5 0.00 -0.00 -0.00 Horizontal Max. Compression 10 -0.00 -0.00 -0.00 Max. Mx 3 0.00 -0.00 0.00 Max. My 2 0.00 -0.00 0.00 Max. Vy 3 0.00 -0.00 0.00 Max. Vx 2 -0.00 -0.00 0.00 Top Girt Max Tension 3 059 0.00 0.00 Max. Compression 8 -0.79 0.00 0.0� Max. Mx 10 -0.23 0.0 Max. My 2 0.37 Max. Vy 10 -0.00 Max. Vx 2 2 0..00 Bottom Gut Max Tension 5 1.41 0. y 0.00 Max. Compression 11 -1.21 0.00 0.00 Max. Mx 10 -0.81 0.00 0.00 Max. My 2 -0.16 0.00 -0.00 Max. Vy 10 -0.00 0.00 0.00 Max. Vx 2 0.00 0.00 0.00 T8 240 - 220 Leg Max Tension 8 1.35 -0.00 0.53 Max. Compression 6 -58.50 -0.11 -0.22 Max. Mx 5 -51.81 0.70 -0.24 Max, My 2 -12.13 0.03 -0.62 Max. Vy 11 -2.13 0.28 -0.11 Max. Vx 2 -1.94 -0.13 0.21 Diagonal Max Tension 11 6.18 0.00 0.00 Max. Compression 5 -6.45 0.00 0.00 Max. Mx 6 3.37 0.01 0.00 Max. My 8 -0.53 0.00 0.00 Max. Vy 6 -0.00 0.00 0.00 Max. Vx 8 -0.00 0.00 0.00 Horizontal Max Tension 6 1.01 0.00 0.00 Max. Compression 6 -1.01 0.00 0.00 Max. Mx 10 0.46 0.00 0.00 Max. My 9 0.88 0.00 -0.00 Max. Vy 10 -0.00 0.00 0.00 Max. Vx 9 0.00 0.00 0.00 tnxTower Amec Foster Wheeler Job 6166-16-0016 Page 36 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Client Designed by Kennesaw, GA 30744 Phone., (770)421-3549 Motorola abdul.kabbara FAX: (770)421-3486 Seamn Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type load Moment Moment Comb. K kin-ii kin-H Top Gut Bottom Girt T9 220 - 200 Leg Diagonal Horizontal Secondary Horizontal Top Girt Bottom Gut Guy A Max Tension 5 0.00 Max. Compression 10 -0.00 Max. Mx 3 0.00 Max. My 2 0.00 Max. Vy, 3 0.00 Max. Vx 2 -0.00 Max Tension 11 1.47 Max. Compression 5 -1.40 Max. Mx 10 1.01 Max. My 9 -0.74 Max. Vy 10 -0.00 Max. Vx 9 0.00 Max Tension 6 2.23 Max. Compression 12 -1.75 Max. Mx 10 -1.16 Max. My 7 -1.26 Max. Vy 10 -0.00 Max. Vx 7 -0.00 Max Tension 12 17.66 Max. Compression 10 -79.70 Max. Mx 11 -2.73 Max. My 2 -57.92 Max. Vy 11 -2.13 Max. Vx 2 -1.92 Max Tension 5 6.75 Max. Compression 11 -7.32 Max. Mx 6 554 Max. My 8 -0.55 Max. Vy 6 -0.01 Max. Vx 8 -0.00 Mac Tension 9 8.43 Max. Compression 10 -138 Max. Mx 4 0.90 Max. My 7 1.24 Max. Vy 4 -0.00 Max. Vx 7 -0.00 Max Tension 5 0.00 Max. Compression 10 -0.00 Max. Mx 3 0.00 Max. My 2 0.00 Max. Vy 3 0.00 Max. Vx 2 -0.00 Max Tension 12 2.11 Max. Compression 6 -2.33 Max.Mx 10 1Al Max. My 7 1.62 Max. Vy 10 -0.00 Max. VX 7 -0.00 Max Tension 4 137 Max. Compression 11 -1.12 Max. Mx 10 0.30 Max. My 7 0.96 Max. Vy 10 -0.00 Max. VX 7 -0.00 Bottom Tension 8 25.81 Top Tension 8 26.14 Top Cable Vert 8 22,00 Top Cable Norm 8 14.12 Top Cable Tan 8 0.00 MIT11 -0.00 -0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 -0.00 0.23 0.26 1.17 -0.27 0.09 1.01 1.17 -0.27 0.09 1.01 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 (� rO OQ�, � OPO�u 0 -0. -0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7 (0),74P C Ark WxT xpwler Amec Foster WVheeter Job 6166-16-0016 Page 37 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Kennesaw, GA 30144 Client Designed by Phone. (770)421-3549 Motorola abdul.kabbara FAX. (770)421-3486 1 1 Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K !dp ft kip - Hot Cable Vert 8 -21.10 Hot Cable Nona 8 14.87 Hot Cable Tan 8 0.00 Guy Bottom Tension 12 25.94 Top Tension 12 26.27 Top Cable Vert 12 22,11 Top Cable Norm 12 14.19 Top Cable Tan 12 0.00 Hot Cable Vert 12 -21.21 Hot Cable Nona 12 14.95 Hot Cable Tan 12 0.00 Guy Bottom Tension 4 25.82 Top Tension 4 26.15 Top Cable Vert 4 22.01 Top Cable Nona 4 14.12 Top Cable Tan 4 0.00 Hot Cable Vert 4 -21.11 Hot Cable Nona 4 14.88 Bat Cable Tan 4 0.00 " TIO 200 -180 Leg Max Tension 1 0.00 0.00 0.00 Max. Compression 6 -71.83 0.34 -0.03 Max. Mx 11 -32.49 -0.64 -0.03 Max. My 10 -71.22 -0.08 0.52 Max. Vy 11 1.18 -0.14 0.04 Max. Vx 3 0.95 0.05 0.20 Diagonal Mac Tension 4 2.84 0.00 0.00 Max. Compression 12 -3.43 0.00 0.00 Max. Mx 6 -1.58 0.01 0.00 Max. My 8 -0.17 0.00 0.00 Max. Vy 6 -0.00 0.00 0.00 Max. Vx 8 -0.00 0.00 0.00 Horizontal Max Tension 6 124 0.00 0.00 Max. Compression Max. Mx 6 10 -1.24 0.52 0.00 0.00 0.00 0.00 51 Max. My 6 1.24 0.00 0 Max. Vy 10 -0.00 0.0 Max. Vx 6 0.00 Secondary Max Tension 6 0.00 Horizontal 1 - . I -- i Max. Compression 10 -0.00 -0.60 -0.00 Max. Mx 3 0.00 -0.00 0.00 Max. My 2 0.00 -0.00 0.00 Max. Vy 3 0.00 -0.00 0.00 Max. Vx 2 -0.00 -0.00 0.00 Top Girt Max Tension 11 1.25 0.00 0.00 Max. Compression 4 -1.00 0.00 0.00 Max. Mx 10 -0.02 0.00 0.00 Max. My 7 -0.61 0.00 0.00 Max. Vy 10 -0.00 0.00 0.00 Max. Vx 7 -0.00 0.00 0.00 Bottom Girt Mae Tension 5 056 0.00 0.00 Max. Compression 11 -0.39 0.00 0.00 Max. Mx 10 -0.03 0.00 0.00 Max. My 11 -0.17 0.00 -0.00 Max. Vy 10 -0.00 0.00 0.00 Max. Vx 11 0.00 0.00 0.00 Tit 180-160 Leg Max Tension 1 0.00 0.00 0.00 Max. Compression 6 -69.92 0.10 -0.25 Max. Mx 5 -62.40 OA7 -0.34 Mac. My 8 -44.73 0.09 0.50 Max. Vy 11 -0.98 0.14 -0.15 H N 0 0 I. e'e =xe'c ,.y x't, A�. �x�� �4. ."_, O tANN W N W G W PO�'OOONN�j Nwroo to aeM0��0 v.ONU�O.r• OUi .". N W N W � W D\�gOUO.NNNNtn Fes„ ;-'o b!'b000b oob o:..-obo.-tea.-.-�n ;..e �obbbb:'oboobob000b oob.-o�.-obob�N 0000bbbbb b000000000000bbboob000000000000bbbbb b OOO0000b booboopc=6. 06000o=O=6000OooR0000006 $000000S$ $oo$o$oo$oq��N �N��oo$ 000 oo$ 0000 oo$o b000000000000 boob00000b000 $oo$$$$$o$ooS 2 O 1 b m a '�f s iC C1'• ' C ty� R R , A a ° o N r n CD 0 0) O_ J 0 o w r su o o a 0 G J m v C 6 W 000 6 W W A P1 T WxTower Amec Foster Wheeler Job 6166-16-0016 Page 39 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Kennesaw, GA 30144 Client Designed by Phone., (770)421-3549 Motorola abdul.kabbara FAX. (770)421-3486 Section Elevation Component Condition Gov. And Major Axis MioorAns No. ft Type Lead Moment Moment _ Comb. K kip Jt kip-tt Bottom Girt T13 140 -120 Leg Diagonal Horimnlal Secondary Horizontal Top Gin Bottom Gin Guy A Guy B Max. Vx I I 0.00 0.00 0.00 Max Tension 5 2.07 0.00 0.00 Max. Compression 11 -1.40 0.00 0.00 Max. Mx 12 0.54 0.00 0.00 Max. My 11 -1.40 0.00 -0.00 Max. Vy 8 -0.00 0.00 0.00 Max Vx 11 0.00 0.00 0.00 Max Tension 8 7.12 -0.12 -0.17 Max. Compression 10 -91.34 0.76 -0.01 Max. Mx 5 -44.27 -1.20 -0.19 Max. My 3 -42.90 -0.13 1.23 Max. Vy 5 -1.94 -1.19 -0.19 Max. Vx 3 2.04 -0.13 1.23 Max Tension 13 6.66 0.00 0.00 Max. Compression 7 -7.80 0.00 0.00 Max. Mx 2 -5.83 0.01 0.00 Max. My 12 4.02 0.00 -0.00 Max. Vy 2 -0.00 0.00 0.00 Max. Vx 12 0.00 0.00 0.00 Max Tension 10 158 0.00 0.00 Max. Compression 10 -1.58 0.00 0.00 Max Mx 5 0.86 0.00 0.00 Max. My 6 1.58 0.00 -0.00 Max. Vy 5 -0.00 0.00 0.00 Max. Vx 6 0.00 0.00 0.00 Max Tension 6 0.00 -0.00 -0.00 Max. Compression 10 -0.00 -0.00 -0.00 Max. Mx 11 -0.00 -0.00 0.00 Max. My 3 0.00 -0.00 0.00 Max. Vy 11 0.00 -0.00 0.00 Max. Vx 3 -0.00 -0.00 0.00 Max Tension 11 8.17 0.00 0.00 Max. Compression 1 0.00 0.00 0.00 Max. Mx 12 1.11 0.00 0.0 Max. My 11 254 0.00 4to'O i Max. Vy 2 -0.00 0.00 A O.OU Max. Vx 11 0.00 0.00 Iq a 0.00' Max Tension 4 2.45 0.00 - "OAO Max. Compression 10 -2.10 0.00 0.00 Max. Mx 12 -0.87 0.00 0.00 Max. My 11 -1.69 0.00 0.00 Max. Vy 12 -0.00 0.00 0.00 Max. Vx 11 -0.00 0.00 0.00 Bottom Tension 7 19.75 Top Tension 7 19.89 Top Cable Vert 7 14.17 Top Cable Norm 7 13.96 Top Cable Tan 7 0.08 Bot Cable Vert 7 -13.73 Bot Cable Norm 7 14.20 Bot Cable Tan 7 0.20 Bottom Tension 13 19.91 Top Tension 13 20.05 Top Cable Vert 13 14.28 Top Cable Norm 13 14.07 Top Cable Tan 13 0.08 Bot Cable Vert 13 -13.84 Bot Cable Norm 13 14.32 Bot Cable Tan 13 020 C � n O O �2C a $ a �• m y ° � a ° y � ° w f) � o M Py W a° a a°• a a a a a •e o k 'e .� N c N e ! c ke e N c M `e! ° NeG H c k `G! c N Ge e M $� C H? < H <'o' C. r N JJ �u„ J�u,•J W Joo�N � JurNuN�N�N� N AON� NCO °�uu uru.JJu0�0�O W W U V rJUUUUUUUUU �� .-o:...ob...Wbw�-•�rne3:oo6006obo;-o:.Nboobb oob^' :--'ob:-b d�!�N•'-��3;o o_wi,��ww�o :ol NN W pAAN>> J�D :p O' OG' NNin CJO�D J Oin L1 u x N Ap�O�S$NbpbN N W ��OS$ W U�°°�$$N�°NJ $SS$$ 00$ �rp�P$SA V U'a JD.q W HSbU�bO N Nnu 0000000000bbobb0000000000 oobbbbb $oolo $$$$8$8 11S O O O O O 0 0 0 0 0 0 0 0 0 0 0 1,x 0 0 O 6. 6. b6b. b. CAo,. 6. 66 $0 000• 0000• o,00bbc' oobo�o-ov o• o$000$0000$�, °,0000$00000�$$$o$$ b 00000000o0000bbbbo b oob00000b0000boboo Sao a C �a N bA•� � ; s5, 'G n ry 9 O p C R N C O (D O m +� 3 (3) O o m w m o G. _ O) fD O C � 9 o � A A CL 7C O � A � A W W WxTower Ames Foster Wheeler Job 6166-16-0016 Page 41 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Client Designed by Kennesaw, GA 30144 Phone: (770)-421-3549 Motorola abdul.kabbara FAX: (770)-421-3486 Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type toad MOWN Moment Comb. K kip ft kip- t Max. Vx 11 0.00 0.00 0.00 Secondary Man Tension 6 0.00 -0.00 -0.00 Horizontal Max. Compression 10 -0.00 -0.00 -0.00 Max. Mx 10 -0.00 -0.00 -0.00 Max. My 2 0.00 -0.00 0.00 Max. Vy 10 0.00 -0.00 -0.00 Max. Vx 2 -0.00 -0.00 0.00 Top Gilt Max Tension 8 0.60 0.00 0.00 Max. Compression 12 -0.28 0.00 0.00 Max. Mx 12 -0.28 0.00 0.00 Max. My 11 -0.04 0.00 -0.00 Max. Vy 12 -0.00 0.00 0.00 Max. Vx 11 0.00 0.00 0.00 Bottom Girt Max Tension 11 1.26 0.00 0.00 Max. Compassion 8 -1.23 0.00 0.00 Max. Mx 12 0.99 0.00 0.00 Max. My 11 -0.55 0.00 -0.00 Max. Vy 12 -0.00 0.00 0.00 Max. Vx 11 0.00 0.00 0.00 T16 80 - 60 Leg Max Tension 1 0.00 0.00 0.00 Max. Compassion 6 -6257 0.13 0.24 Max. Mx 6 -54.60 -0.66 -0.27 Max. My 2 -62.48 0.14 0.78 Max. Vy 11 -1.36 0.34 0.06 Max. Vx 2 137 0.14 0.78 Diagonal Max Tension 13 3.92 0.00 0.00 Max. Compression 11 4.74 0.00 0.00 Max. Mx 13 3.89 0.01 0.00 Max. My 5 154 0.00 0.00 Max. Vy 13 -0.00 0.00 0.00 Max. Vx 5 -0.00 0.00 0.00 Horizontal Max Tension 9 5.85 0.00 0.00 Max. Compression 6 -1.08 0.00 � 0 Max. Mx 12 0 Oil Max. My 11 1.06 1.06 pa [F! `t' Max. Vy 12 -0.00 C r tQ , 0 F� Max. Vx 11 0.00 00 0 00 Secondary Max Tension 6 0.00 -0.00 -0.00 Horizontal Max. Compression 10 -0.00 -0.00 -0.00 Max. Mx 10 -0.00 -0.00 -0.00 Max. My 2 0.00 -0.00 0.00 Max. Vy 10 0.00 -0.00 -0.00 Max. Vx 2 -0.00 -0.00 0.00 Top Gin Mm Tension 8 159 0.00 0.00 Max. Compassion 11 -1.22 0.00 0.00 Max. Mx 12 -0.88 0.00 0.00 Max. My 11 0.89 0.00 -0.00 Max. Vy 12 -0.00 0.00 0.00 Max. Vx 11 0.00 0.00 0.00 Bottom Girt Max Tension 12 1.77 0.00 0.00 Max. Compression 6 -1.26 0.00 0.00 Max. Mx 10 0.79 0.00 0.00 Max. My 11 1.67 0.00 -0.00 Max. Vy 10 -0.00 0.00 0.00 Max. Vx 11 0.00 0.00 0.00 Guy A Bottom Tension 7 10.76 Top Tension 7 10.80 Top Cable Vert 7 4.89 tnxTower Amec Foster Wheeler Job 6166-16-0016 Page 42 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Kennesaw, GA 30144 Client Designed by Phone: (770)421-3549 Motorola abdul.kabbara FAX: (770)-421-3486 Section Elevation Componem Condition Gov. Axial Major Axis Minor Axis No. ft 7ype Load Manuel Moaem comb. K klpft kiyft Top Cable Nonn 7 9.63 Top Cable Tan 7 0.02 But Cable Vert 7 4.72 Bat Cable Norm 7 9.67 Bot Cable Tan 7 0.08 Guy B Bottom Tension 13 10.66 Top Tension 13 10.70 Top Cable Vert 13 4.83 Top Cable Nmm 13 954 Top Cable Tan 13 0.02 Bot Cable Vert 13 4.68 But Cable Norm 13 958 Bot Cable Tan 13 0.08 Guy C Bottom Tension 3 10.28 Top Tension 3 10.32 Top Cable Vert 3 4.66 Top Cable Norm 3 9.20 Top Cable Tan 3 0.03 But Cable Vert 3 4.51 Bot Cable Norm 3 9.24 Bot Cable Tan 3 0.08 T17 60-40 Leg Max Tension 1 0.00 0.00 0.00 Max. Compression 9 -73.77 -0.28 0.00 Max. Mx 5 -39.64 0.64 -0.23 Max. My 8 40.71 0.08 0.73 Max. Vy 11 1.32 0.11 -0.23 Max. Vx 2 1.40 0.14 0.21 Diagonal Max Tension 11 3.76 0.00 0.00 Max. Compression 5 -3.78 0.00 0.00 Max. Mx 7 -0.69 0.01 0.00 Max. My 5 -0.19 0.00 0.00 Max. Vy 7 -0.00 0.00 0.00 Max. Vx 5 -0.00 0.00 0.00 Horizontal Max Tension 9 8 0.00 0.00 Max. Compression 9 -1.1.0.00 0.00 Id s x 10 1.1919 0.00 It Max. My 5 128 0.0Max. Vy 10 -0.00 0 � rMax. Vx 5 0.00 0. BSecondary Max Tension 6 0.00 -0. SS����� Horizontal Max. Compression 10 -0.00 -0.00 -0.00 Max. Mx 10 -0.00 -0.00 -0.00 Max. My 2 0.00 -0.00 0.00 Max. Vy 10 0.00 -0.00 -0.00 Max. Vx 2 -0.00 0.00 0.00 Top Gut Max Tension 6 131 0.00 0.00 Max. Compression 12 -1.42 0.00 0.00 Max. Mx 10 -050 0.00 0.00 Max. My 11 -1.32 0.00 -0.00 Max. Vy 10 -0.00 0.00 0.00 Max. Vx 11 0.00 0.00 0.00 Bottom Gin Max Tension 12 0.86 0.00 0.00 Max. Compassion 5 -0.30 0.00 0.00 Max. Mx 10 0.38 0.00 0.00 Max. My 11 0.82 0.00 -0.00 Max. Vy 10 -0.00 0.00 0.00 Max. Vx 11 0.00 0.00 0.00 T18 40-20 Leg Max Tension 1 0.00 0.00 0.00 Max. Compression 11 -74.40 -0.10 0.27 Max. Mx 11 -52.05 -0.76 -0.05 WxT Tower Amec Foster Wheeler Job 6166-16-0016 Page 43 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Ed NW Kennesaw, GA 30144 Client Designed by Phone: (770)-421-3549 Motorola abdul.kabbara FAX: (770)421-3486 1 1 Section Elevation Component Condition Gov. Axial Major -Axis Minor Axis No. ft Type Load Moment Moment Max. My 2 -65.48 0.22 -0.60 Max. Vy 11 -1.15 -0.28 -0.02 Max. Vx 2 -0.87 -0.23 -0.03 Diagonal Max Tension 6 2.04 0.00 0.00 Max. Compression 12 -3.05 0.00 0.00 Max.Mx 7 1.98 0.01 0.00 Max. My 5 132 0.00 0.00 Max. Vy 7 -0.00 0.00 0.00 Max. Vx 5 -0.00 0.00 0.00 Horizontal Max Tension 11 1.29 0.00 0.00 Max. Compression 11 -1.29 0.00 0.00 Max. Mx 10 1.20 0.00 0.00 Max. My 5 1.28 0.00 -0.00 Max. Vy 10 -0.00 0.00 0.00 Max. Vx 5 0.00 0.00 0.00 Secondary Max Tension 6 0.00 -0.00 -0.00 Horizontal Max. Compression 11 -0.00 -0.00 -0.00 Max. Mx 10 -0.00 -0.00 -0.00 Max. My 2 0.00 -0.00 0.00 Max. Vy 10 0.00 -0.00 -0.00 Max. Vx 2 -0.00 0.00 0.00 Top Gift Max Tension 5 0.36 0.00 0.00 Max. Compression 12 -0.50 0.00 0.00 Max. Mx 10 -0.09 0.00 0.00 Max. My 5 034 0.00 -0.00 Max. Vy 10 -0.00 0.00 0.00 Max. Vx 5 0.00 0.00 0.00 Bottom Girt Max Tension 11 1.15 0.00 0.00 Max. Compression 5 -0.71 0.00 0.00 Max. Mx 12 0.83 0.00 0.00 Max. My 5 0.42 0.00 -0.00 Max. Vy 12 -0.00 0.00 0.00 Max. Vx 5 0.00 0.00 T19 20-5 Leg Max Tension 1 0.00 Q Max. Compression 9 -70.07 Ft Max. Mx 11 -58.64 1yd Max. My 10 -59.27 t2180 Max. Vy 10 -8.97 1.64 Max. Vx 7 10.36 0.03 -3.59 Diagonal Max Tension 6 3.83 0.00 0.00 Max. Compression 12 -4.27 0.00 0.00 Max. Mx 7 3.81 0.01 0.00 Max. My 6 0.98 0.00 0.00 Max. Vy 7 -0.00 0.00 0.00 Max. Vx 6 -0.00 0.00 0.00 Horizontal Max Tension 9 1.21 0.00 0.00 Max. Compression 9 -1.21 0.00 0.00 Max. Mx 10 1.16 0.00 0.00 Max. My 5 121 0.00 -0.00 Max. Vy 10 -0.00 0.00 0.00 Max. Vx 5 0.00 0.00 0.00 Secondary Max Tension 5 0.00 -0.00 -0.00 Horizontal Max. Compression 11 -0.00 -0.00 -0.00 Max. Mx 10 -0.00 -0.00 -0.00 Max. My 2 0.00 -0.00 0.00 Max. Vy 10 0.00 -0.00 -0.00 Max. Vx 2 -0.00 0.00 0.00 Top Girt Max Tension 5 1.04 0.00 0.00 Max. Compression 11 -1.07 0.00 0.00 �� �� e-tom tnxTower Amec Foster Wheeler Job 6166-16-0016 Page 44 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big shanty Rd NW Kennesaw, GA 30144 Client Designed by Phone., (770)421-3549 Motorola abdul.kabbara FAX, (770)421-3486 section Elevation Component Condition Gov. Axial MajarAxis Minor Axis No. ft Type Load Moment Moment -- Comb. K kip ft kiplt Max. Mx 12 -0.69 0.00 0.00 Max. My 5 -037 0.00 -0.00 Max. Vy 12 -0.00 0.00 0.00 Max. Vx 5 0.00 0.00 0.00 Bottom Girt Max Tension 10 6.62 0.00 0.00 Max. Compression 1 0.00 0.00 0.00 Max. Mx 10 5.80 0.00 0.00 Max. My 5 5.71 0.00 -0.00 Max. Vy 10 -0.00 0.00 0.00 Max. Vx 5 0.00 0.00 0.00 720 5-0 Leg Max Tension 1 0.0o 0.00 0.00 Max. Compression 6 -63.11 0.16 -0.32 Max. Mx 10 -59.32 3.66 -0.20 Max. My 11 -56.76 -0.32 1.97 Max. Vy 2 10.20 -0.84 0.19 Max. Vx 11 -4.40 -0.32 1.97 Diagonal Max Tension 11 1.56 0.00 0.00 Max. Compression 11 -13.19 0.00 0.00 Max. Mx 7 033 0.00 0.00 Max. My 5 0.48 0.00 0.00 Max. Vy 7 -0.00 0.00 0.00 Max. Vx 5 -0.00 0.00 0.00 Horizontal Max Tension 5 2.09 0.00 0.00 Max. Compression 6 -1.14 0.00 0.00 Max. Mx 4 0.89 0.00 Max. My 5 0.00 Max. Vy 4 -0.00 , Max. Vx 5 0.00 Secondary Max Tension 6 0.00 00 Horizontal Max. Compression 10 -0.00 -0.00 -0.00 Max. Mx 6 0.00 0.00 0.00 Max. My 2 0.00 -0.00 0.00 Max. Vy 6 -0.00 0.00 0.00 Max. Vx 2 -0.00 -0.00 0.00 Top Girt Max Tension 10 7.54 0.00 0.00 Max. Compression 1 0.00 0.00 0.00 Max. Mx 4 4.91 0.00 0.00 Max. My 5 6.18 0.00 -0.00 Max. Vy 4 -0.00 0.00 0.00 Marc. Vx 5 0.00 0.00 0.00 Bottom Gin Max Tension 11 3.88 0.00 0.00 MU. Compression 1 0.00 0.00 0.00 Max. Mx 12 3.48 0.00 0.00 Max. Vy 12 -0.00 0.00 0.00 Mac. Vx 11 0.00 0.00 0.00 Maximum Reactions Location Condition Gov. Vertical Horizontal, X Horizontal, Z Load K K K Comb. Mast Max. Ven 6 168AS -0.92 -0.52 Max. H. 12 147.08 1.31 0.78 Max. H, 2 168.27 -0.02 1.06 Max. M. 1 0.00 -0.00 -0.01 Max. M, 1 0.00 -0.00 -0.01 tnxTOwer Amee Foster Wheeler Job 6166-16-0016 Page 45 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Kennesaw, GA 30144 Client Designed by Phone: (770)421-3549 Motorola abdul.kabbara FAX. (770)42I-3486 1 1 Location Condition Gov. Load Comb. Vertical K Horizontal, X K Horizontal, Z K Max. Torsion 5 1.34 -1.32 0.18 Min. Vert 1 87.95 -0.00 -0.01 Min. H. 4 14655 -1.40 0.79 Min.% 8 146.95 -0.03 -1.55 Min. M. 1 0.00 -0.00 -0.01 Min. M. 1 0.00 -0.00 -0.01 Min. Torsion 11 -2.16 1.24 0.19 Guy C @ 142 ft Max. Vert 10 -8.81 -3.01 1.74 El" 0ft Azimuth 240 deg Guy B @ 142 ft Elev 0 ft Azimuth 120 deg Guy A @ 142 ft Elev 0 it Azimuth 0 deg Max. H. 10 -8.81 -3.01 1.74 Max. H. 3 -7659 -50.14 30.64 Min. Vert 4 -7734 -51.28 29.59 Min. H. 5 -76.70 -51.70 28.13 Min. H. 10 -8.81 -3.01 1.74 Max. Vert 6 -8.80 3.01 1.74 Max. H. 11 -77.18 52.26 Max. H. 13 -7737 50.98 Min. Vert 12 -78.00 51.99 Min. H. 6 -8.80 3.01 Min. m 6 -8.80 3.01 Max. Vert 2 -8.81 0.00 Max. H. 11 44.39 2.93 Max. H. 2 -8.81 0.00 Min. Vert 8 -77.79 -0.05 Min. H. 5 44.23 -2.92 Min. H. 8 -77.79 -0.05 28.45 31.21 30.05 1.74 1.74 -3.48 l -3 5 -32.33 -59.89 Towner Mast Reaction SumMary Load Combination Vertical K Shear, K Shear_ K Overtuming Moment, M, kip-ft Overturning Moment, M kip ft Torque kip-R Dead Only 87.95 0.00 0.01 -0.00 -0.00 0.13 1.2 Dead+1.6 Wind 0 deg - No 168.27 0.02 -1.06 -0.00 -0.00 0.72 Ice+1.0 Guy 1.2 Dead+1.6 Wind 30 deg -No 159A7 0.82 -1.05 -0.00 -0.00 0.19 Ice+1.0 Guy 1.2 Dead+1.6 Wind 60 deg - No 146.55 1.40 -0.79 -0.00 -0.00 -0.78 Ice+1.0 Guy 1.2 Dead+1.6 Wind 90 deg - No 159.60 1.32 -0.18 -0.00 -0.00 -1.34 Ice+IA Guy 1.2 Dead+1.6 Wind 120 deg - 168.45 0.92 052 -0.00 -0.00 -1.04 No Ice+1.0 Gay 1.2 Dead+1.6 Wmd 150 deg - 160.26 0.47 1.16 -0.00 -0.00 -0.62 No Ice+LO Guy 1.2 Dead+1.6 Wind 180 deg - 146.95 0.03 155 -0.00 -0.00 -0.61 No Ice+1.0 Guy 1.2 Dead+1.6 Wind 210 deg- 159.99 -0.47 1.19 -0.00 -0.00 0.01 No Ioe+1.0 Guy 1.2 Dead+1.6 Wind 240 deg - 168.27 -0.92 054 -0.00 -0.00 1.22 No Ice+1.0 Guy 1.2 Dead+1.6 Wind 270 deg - 160.22 -1.24 -0.19 -0.00 -0.00 2.16 o to to a a ;Y 1Op1 O to `p co m O O 1D O O coo m U N U J U) W � IL ci V 4 ti f W >C p SSSa '1 'wy � C oM1 �uyR �s W CI G C C Q Ct O OO C OO O O 0 o g o S S o o g g g g g o 4 4 4 4 4 4 R 4 4 4 4 4 4 4� ;2 o � o 8.4 8 8 8 8 8 8 8 8 8 g )� ry a N .N. Cl! C 9 O q 9 C O O O O O O q q Y m n O i Q G OO OO OO OO O O l Q Q Q Q Y Y' ao v1 N P t� P N P t� O m O co O k 9 9 �� ���b�O Tm Tb TP TN TN T�TN TN TN Tm Tm> 0 G,.Y N o Ci 0 Z .:Z ZGvi❑rnGyOviGmGyGin Grn Gin Grn❑rn ❑v`, 000 000000000000000 000 B: 0000c0000000000ccococoo o� Ny.0Nopmo vefH�!n00i,000�s',Mmomoa��oas C O�N/14Nq hgN4 N V h ViNQNvf v1 v1N Cj P PLO bPb bPb bmP PmP PmP •a, vbm mbm mbm mv�v, Ma hq o�na .4� f�N NNNNNN NNNNNt��t�mNt�S t� [�m N C�Oo%anoe�e?m�mooaom O N h h N �Ip CN,1�bHf�f tP�f000�� V m0 W OONi��OPO 4 O N� N OO N V v�i V N O N q VI N N OO N V1 V1 V1 CI C PPh I�PI� l�Ph rmPb PmP PmP y0.' �Ynrrrn�rrrr��1�1�f�f m��11 ��+11 ��11m e��11 i mNNNNNNNNNNNNNNNNNNNNNN )C �Nvb1 yV �NfCS`,O N�Y�N�VVYO W O. o00gOP0 W 4� O R N V �n C N 4 N q vN�1 q N R fV V v1 v1 (V Q CI v1 v1 tl OI.nN m O N� I mP2= � M n nn b � 22 P O.n Nm J` N N N N tnxTower Amec Foster Wheeler Job 6166-16-0016 Page 47 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Kennesaw, GA 30144 Client Designed by Phone: (770)421-3549 FAX: (770)-421-3486 Motorola I abdul.kabbara Sum of Applied Forces Sam of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 24 -5.08 -23.46 -2,92 5.08 23.46 2.92 0.005% 25 -2.95 -23.49 -5.10 2.95 23.49 5.10 0.009% Non-LinearConver ence Results, Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance I Yes 9 0.00000001 0.00006938 2 Yes 22 0.00024392 0.00019185 3 Yes 22 0.00023591 0.00016032 4 Yes 13 0.00015594 0.00018122 5 Yes 22 0,00023657 0.00019987 6 Yes 22 0.00024405 0.00023956 7 Yes 22 0.00022697 0.00019147 8 Yes 15 0.00023400 0.00017546 9 Yes 22 0.00022942 0.00015584 10 Yes 22 0.00024352 0.00019099 11 Yes 22 0.00023274 0.00015446 12 Yes 14 0.00029532 0.00019786 13 Yes 22 0.00022818 0.00015255 14 Yes 9 0.00000001 0.00013560 15 Yes 10 0.00000001 0.00007170 16 Yes 11 0.00000001 0.00004006 17 Yes 10 0.00000001 0.00007802 18 Yes 9 0.00000001 0.00017073 19 Yes 10 0.00000001 0.00007675 20 Yes 11 0.00000001 0.00003851 21 Yes 10 0.00000001 0.00006788 22 Yes 9 0.00000001 0.00013646 23 Yes 10 0.00000001 0.00007522 24 Yes 11 0.00000001 0.00004092 25 Yes 10 0.00000001 0.00007219 Maximum Tower Deflections= Service Wind Section Elevation Hors Gov. Tilt Twist Na. Deflection load it in Comb. o Tl 300-280 1.657 16 0.0584 0.1185 T2 280-273.333 1.416 16 0.0534 0.0946 T3 273333 - 270 1.341 16 0.0479 0.0726 T4 270 - 266.667 1.307 16 0.0433 0.0678 TS 266.667 - 263.333 1.283 16 0.0402 0.0677 T6 263.333 - 260 1.255 16 0.0404 0.0699 T7 260 - 240 1.228 16 0.0409 0.0750 T8 240 - 220 1.057 24 0.0454 0.0895 T9 220 - 200 0.876 24 0.0403 0.1003 T10 200-180 0.743 24 0.0258 0.0987 T11 180 -160 0.654 24 0.0210 0.1143 T12 160 -140 0572 24 0.0166 0.1350 T13 140 -120 0522 24 0.0034 0.1566 T14 120 -100 0554 25 0.0093 0.1719 O `O oo �I O�UA W N.~-O�wJTtynA W N� C N N g N N N JJOo O UOOOpON AToeSOOwyQiPN GJp C O O O O O O W J O W w ow�up�Jmbyoloq: wrn;owmywy eoolWia -`'aa W � AQOObi A.P VbiN rA.� NJAU�JPJJ� � W OOAJ^•J As UJA W JNbNOO�bP '' n O�C.PPGi O�TQi O�OOOTTO�TTTTO. j q 000000000000;-`0000;"';"'^' J JtJ�4CC1 N �-01�1JJ• 41U T'gO yO_bbb�O �Of O% In Niib AObo .N-ow>0° NO V �G TwNQrONw ° O��-•�• �O�• 00000!+r+ �Gpp IJ dInIJ i-CEO Gpb�O �D `DV... IY T P�U Vbi W W Vbi J`�O INiI �I NJNSNbbN N by [[JJP �1 JOONq BUJ TtA�gO W bUgJ W a y 6n1 tl7 u � b b a a w zm N >Nn in"AA�C''�''aaaaaa �p � 0 U��U�,�_N�Waa-• 5 J O�O�ANNOJ`OU W NU `7 J �Obw�ANOUbJ.-J >000000000000 > 0 0 0 0 0 0 0 0 0 LO 000c J `O U tUtJJ b b Q J a CIA - O `s m t/�U �` W AJJAU A O��bN N�JJ � rW+ a r VWi W� W sr a HHHHH c OUOOOO°p r^_F. i •I 01 v /� \Y o00000 O IJ lif 4 IA IA � � O 7 O 3 N G 6C a a C O O (1) O O O O O a n 3C O O O O O O C, V b000`O bV�iJM W W ° ^ a �a k a a H � n �o ya K. y aW � CD 0 om CD O m O w r O o_ C 0 3 b C o oo 0 Q w A w rn o O � � O a Y � N O m O J O O O 70 � U d 0 7 J 05 d C Q o � O. U 4 G� S m N ti �VV4 c� y►i ci O �Ga G, oC .i W z U J.9 N nNvi of Nm O�Ne vbi r�N�❑�. vmlmstiN� m O•+NOQNQ-Om Vf c e oo m ooaarry o.+-+r O�ti yq �ypN VNf ❑.NnO� NmNmrPrbtl ++� `G �."O. `O h 0000O00Oy b bb�❑�❑�b�O �O b�O �I N ❑ o o❑ o 0 0 0 0 0 0 0❑❑❑ 9 u m v U a�i F � F N❑ y .. iC q .. R1 F 0.�l m F W m F W F � m F 0.�1 W W W adi F 0.l v F � adi F 0.l d F � v' F F W e OO O O O O C O C OO O O O O OO N N N N N N N N N N N N CI N Vl r 'O O W h b b g g $ g g g g g g O g g g S g g v1 v1 V1 el �/1 �I Yf V1 h N h v1 v1 V1 N h V1 V1 VO�O O VO�O VO�O VO�O OO VO�O yO�O OO '-//�Cj YO�O yC� OO yO�O G VCR VOA VO�O rNr�� � cNc�� N tN�]] N N fN� � [N� � (N�j [N� tN� 6 6 Q G G� 6� G G� G� G 6 G {n N N N N N N m b V N O m b V N h l-� F F F p F F F F F F F F F F tnxTower Amec Foster Wheeler Job 6166-16-0016 Page 50 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Client Designed by Kennesaw, GA 30144 Phone. (770)421-3549 Motorola abdul.kabbara FAX: (770)421-3486 Guy Design Data Section Elevation Size Initial Breaking Actual Allowable Required Actual No. Tension Load T. QTv S.F. S.F. Jt K K K K T4 268'4-9/16" (A) 3/4 EHS 5.83 58.30 23.28 34.98 1.0()0 1502 (776) 268'4-9/16" (A) 3/4 EHS 5.83 58.30 21.74 34.98 1.000 1.609 (777) 268'4�HS 116" (B) 314 E5.83 58.30 21.96 34.98 1.000 1593 268' 16" (B) 3/4 EHS 5.83 58.30 22.89 34.98 1.000 1.528 44 (77) 268'4-9/16" (C) 3/4 EHS 5.83 58.30 22.57 34.98 1.000 1550 > (76464) �1 268'4-9/16" (C) 3/4 EHS 5.83 58.30 23.07 34.98 1.000 1516,� . (765) ly T9 210' (A) (763) 7/8 EHS 7.97 79.70 26.14 47.82 1.000 L 29 210' (B) (762) 7/8 EHS 7.97 79.70 26.27 47 .822 1.0 Iq 21Y (C) (761) 718 EHS 7.97 79.70 26.15 47.82 1.0 T13 139'6-31/32" 11/16 EHS 5.00 50.00 19.89 30.00 1.0001.508 (A)(760) 139'6-31/32" 11116EHS 5.00 50.00 20.05 30.00 1.000 1.496 Vp (B)(759) 139'6.31/32" 11/16EHS 5.00 50.00 19.25 30.00 LODO 1558 (C)(758) T16 70' (A) (757) 12 EHS 2.69 26.90 10.80 16.14 1.000 1.495 ve 70' (B) (756) 12 EHS 2.69 26.90 10.70 16.14 LODO 1509 70' (C) (755) 12 EHS 2.69 26.90 10.32 16.14 LODO 1565 1/ Compression Checks Leg Design Data (Compression) Section Elevation Size L L" KI1r A P. gyp" Ratio No. P., jt h Jt in, K K ' K=1.00 V T2 280-273.333 2 6'8-1/32' 3'1-9/16' 75.0 3.1416 -2534 93.70 0.270' K=1.00 73 273333-270 2 3'3-31/3 33-31/3 80.0 3.1416 -33.45 88.54 0.378' 2" 2" K=1.00 T4 270-266.667 2 33-31/3 33-3113 80.0 3.1416 -30A5 8854 0344' 2" 2" K=1.00 ✓ T5 266.667- 2 3'3-31/3 3'3-3IB 80.0 3.1416 -26.45 88.54 0.299' 263333 2" 2" K=1.00 T6 263.333-260 2 3'3-31/3 VI1-1/3 70.0 3.1416 -33.17 98.80 0336' tnxTower Amec Foster Wheeler Job 6166-16-0016 Page 51 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Kennesaw, CA 30744 Client Designed by Phone.,(770)-021-3549 Motorola abdul.kabbara FAX.- (770)421-3486 1 1 Section Elevation Size L L. KUr A P. mP, Ratio No. P. ft ft ft in' K K op" 2" 2" K=1.00 T7 260-2,40 2 29 32-9/32' 76.7 3.1416 -33.69 91.98 0.366' K=1.00 T8 240-220 2 29 32-9/32' 76.7 3.1416 -5850 91.98 0.636' K=1.00 `/ 1`9 220-200 21/4 20' 32-9/32' 68.1 3.9761 -79.70 127.41 0.626' K=1.00 T10 200 -180 21/4 20' 3"2 9/32' 68.1 3.9761 -71.83 127.41 0S64' K=1.00� Tll 180-160 21/4 20' 32-9/32' 68.1 3.9761 -69.92 127.41 0549' K=1.00 T12 160 -140 2 114 20' 3'2-9/32' 68.1 3.9761 -91.33 127.41 0.717� . F{ a K=1.00 `8�\l✓jd T13 140 -120 21/4 20' 32-9/32' 68.1 3.9761 -9133 127.41 71 C• K76.7 t T14 120 - 100 2 20' 3'2-9/32' 76.7 3.1416 -66.85 t' ' TIS 100-80 2 20' 32-9/32' 76.7 3.1416 -66.69 1.98� 0.725' K=1.00 T16 80-60 2 20' 3'2-9/3T 76.7 3.1416 -62.57 91.98 0.680' K=1.00 `/ T17 60-40 2 20' 32-9/32' 76.7 3.1416 -73.77 91.98 0.802' ' K=1.00 V T18 40-20 2 20' 32-9/32' 76.7 3.1416 -74.40 91.98 0.809' ' K=1.00 T19 20-5 2 15' 36-15/3 85.0 3.1416 -70.06 83.36 0.841' 2" K=1.00 7120 5-0 2 53-15/3 1'5-5/8" 353 3.1416 -63.11 129.08 0.489' 2" K=1.00 V I P. / ¢P" Controls '- 'Dia` onal Design Data (Compression), Ratio Section Elevation Size L L. KUr A P. gyp" No. P. ft ft ft in' K K V. TI 300-280 1 US 44-9/16' 41-11/1 123.6 0.9940 -4.62 14.41 0.321' ' 6" K=0.70 12 280-273.333 1 41-31/3 VI-3132' 1375 0.7854 -9.07 939 0.966' 2" K=0.70 V T3 273.333-270 1 4.5-3/4" 2'1-7/16' 87.9 0.7854 -452 16.94 0267' ' K=0.86 V T4 270-266.667 1 4'5-3/4" 2'1-7/16' 87.9 0.7854 -10.94 16.94 0.646' ' K=0.86 `/ T5 266.667- 1 4'5-3/4" 2'1-7/16' 87.9 0.7854 4-58 16.94 0.270' 263.333 K--0.86 T6 263.333-260 1 42-5/3T T11-13/ 132.8 0.7854 -2.91 10.06 0280' ' 32" K-0.70 `/ WxTower ll Amec Foster Wheekr Job 6166-16-0016 Page 52 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Kennesaw, GA 30144 Client Designed by Phone; (770)421-3549 Motorola abdul.kabbara FAX: (770)421-3486 1 1 Section Elevation Size L L„ K!/r A P. OP. Ratio No. P. _ ft ft ft in' K K op T7 260-240 1 4'4-9/16' Vl-llll 139.1 0.7854 4.22 9.17 OA60' ' 6" K=0.70 V T8 240-220 1 44-9/16' V1-11/1 139.1 0.7854 -6.45 9.17 0.703' ' 6" K=0.70 T9 220-200 11/8 4'4-9/16' 4'1-5/16 122.7 0.9940 -7.32 14.58 0.502' K=0.70 lie TIO 200-180 1 44-9/16' VI-5116' 138.0 0.7854 -3.43 931 0.369' ' K=0.70 `/ TIl 180-160 1 44-9/16' VI-5116' 138.0 0.7854 -3.32 9.31 0356' ' K=0.70 V T12 160-140 1 44-9/16' 41-5/16' 138.0 0.7854 -5.17 931 0.555' K=0.70 `/ T13 140-120 1 4'4-9/16' 4'1-5/16' 138.0 0.7854 -7.80 931 0.837'al ' K=0.70 T14 120-100 1 4'4-9/16' V1-111I 139.1 0.7854 -6.05 9.17 0?60'E' ' 6" K�.70 o y'a1`q�,, Tl5 100-80 1 44-9/16' 41-1111 139.1 0.7854 <4.10 A �\ T16 80-60 1 44-9/16' 4'1-11/1 139.1 0.7854 -0.74 t{,'r�' n�7 t 0.517' ' 6" K=0.70 V T17 60-40 1 44-9/16' Vl-llll 139.1 0.7854 -3.78 9.17 0.412' ' 6" K=0.70 `/ Tl8 40-20 1 V4-9116' 41-11/1 139.1 0.7854 -3.05 9.17 03321 ' 6" K=0.70 9/ T19 20-5 1 4'7-11/1 4%-9/16' 1473 0.7854 4.27 8.18 05221 6" 1K-0.70 `/ T20 5-0 1 1'6-23/3 12-9/32' 57.2 0.7854 -13.19 21.41 0.6161 2" K=1.00 V 1 P u / ¢P„ controls t Horizontal Design :Data (Compression), Section Elevation Size L L„ Kilt A P. mP" Ratio No. P" jt ft ft int K K 0P" Tl 300-280 3/4 3' T9-31/3 126.9 OA418 -1.02 6.13 0.166' 2" K=0.70 `/ 72 280 - 273.333 3/4 3' 29-31/3 126.9 0.4418 -1.45 6.13 0.237' 2" K=0.70 Ill/ T3 273.333-270 314 3' 29-3113 126.9 0.4418 -3.46 6.13 05651 2" K=0.70 t/ T4 270-266.667 LI 3/41 NUY16 3' T9-3113 99.0 0.6211 -1.86 12.01 0.155' 2" K=1.00 `/ T5 266.667- L13/413/4x3/16 3' 29-31/3 99.0 0.6211 -5.24 12.01 0.437' 263333 2" K=1.00 `/ T6 263333-260 3/4 3' T9-31/3 126.9 0.4418 -057 6.13 0.094' 2" K=0.70 V 77 260-240 3/4 3' T9-3 V3 126.9 0.4418 -0.80 6.13 0.130' 2" K-0.70 taxTower Amec Foster Wheeler Job 6166-16-0016 Page 53 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Kennesaw, GA 30144 Client Designed by Phone: (770)421-3549 Motorola abdul.kabbara FAX: (770)421-3486 Section Elevation Size L L. Kl/r A P. OP" Ratio No. R ft ft ft in' K K T9 240 - 220 3/4 3' T9-31/3 126.9 0.4418 -1.01 6.13 0.165' 2" K=0.70 V T9 220-200 3/4 3' 2'9-23/3 126.0 0.4418 -138 6.21 0.222' 2" K=0.70 T10 200 - 180 314 3' T9-23/3 126.0 0.4418 -124 6.21 0.200, 2" K=0.70 ✓ Tll 180-160 3/4 3' 29-23/3 126.0 0.4418 -1.21 6.21 0.195' 2" K=0.70 T12 160-140 3/4 3' 2'9-23/3 126.0 0.4418 -158 6.21 0.255' 2" K=0.70 T13 140 -120 3/4 3' 2'9-23/3 126.0 0.4418 -1.58 6.21 0,215a 2" K=0.70 T14 120 -100 3/4 3' T9-31/3 126.9 0.4418 -1.16 6.13-jo 89 t" 2" K=0.70 T15 100-80 3/4 3' 2'9-31/3 126.9 0.4418 -1.16 L3 y..:ra;D.188,, 2" K�.70 'e TI6 80-60 3/4 3' 29-31/3 126.9 0.4418 -I.OS 0.177' 2" K=0.70 V T17 60-40 3/4 3' T9-31/3 126.9 0.4418 -1.28 6.13 0.208' 2" K-0.70 V T18 40 - 20 3/4 3' 29-31/3 126.9 0.4418 -1.29 6.13 0210' 2" K=0.70 (500 T19 20-5 3/4 3' 29-31/3 126.9 0.4418 -1.21 6.13 0.198' 2" K=0.70 no 5-0 3/4 1'11-1/3 119. 85.1 0.4418 -1.14 9.77 0.117' 2" K=0.76 V 1 P" / OP" controls Secondary Horizoiritai.Desi n Data (Compression) Ratio Section Elevation Size L L. Kl/r A P. OP. No. P. F It F in' K K oP Tl 300-280 3/4 1'6" 1'5-1/32' 83.4 0.4418 -0.00 9.92 0.000, ' K=0.92 72 280-273.333 3/4 116" 1'5-1/3T 83A 0.4418 -0.00 9.92 0.000, ' K=0.92 73 273.333-270 3/4 1'6" 1'5-1/32' 83.4 0.4418 -0.00 9.92 0.000' ' K=0.92 V T4 270-266.667 3/4 1'6" 1'5-1/32' 83.4 0.4418 -0.00 9.92 0.000' ' K=0.92 T5 266.667- 3/4 1'6" 1'5-1/32' 83.4 0.4418 -0.00 9.92 0.000, 263333 1K=0.92 V T6 263333-260 314 116" 1'5-1/3T 83A 0.4418 -0.00 9.92 0.000' ' K=0.92 t✓ T7 260-240 3/4 1'6" l'5-I/3T 83.4 0.4418 -0.00 9.92 0.000' ' K=0.92 tnxTower Amec Foster Wheeler Job 6166-16-0016 Page 54 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Kennesaw, GA 30144 Client Designed by Phone., (770)421-3549 Motorola abdul.kabbara FAX.- (770)421-3486 1 1 Section No. Elevation ft Size L fi L„ ft KUr A he P. K op, Ratio P. K 4P" Ts 240-220 3/4 1'6" 1'5-1/32' 83.4 0.4418 -0.00 9.92 0.000, ' K--OM V 79 220-200 3/4 1'6" 1'4-29/3 83.3 0.4418 -0.00 9.94 0.0001 2" K--0.92 V TIO 200-180 3/4 1'6" 1'4-29/3 83.3 0.4418 -0.00 9.94 0.000' 2" K=0.92 `/ Tll 180-160 3/4 1'6" 1'4-29/3 83.3 0.4418 -0.00 9.94 0.000' 2" K=0.92 T12 160 -140 3/4 1'6" 1'4-29/3 833 OA418 -0.00 9.94 0.0001 2" K=0.92 ✓ T13 140 - 120 3/4 1'6" 1'4-29/3 83.3 0.4418 -0.00 9.94 0.0001 T. K=0.92 T14 120 - 100 3/4 1'6" 1'5-l/3T 83.4 0.4418 -0.00 9.92 0.0 K=0.9 T15 100-80 3/4 1'6" 1'5-1/3T 83.4 0.4418 -0.00 9.9,Z a ' K=0.92 T16 80-60 3/4 1'6" 1'5-1/3T 0.4418 -0.00 � 9.. \v j0:001) K83.4 =0.9 T17 60-40 3/4 1'6" 1'5-1/32' 83.4 0.4418 -0.00 "It92� 0.0001 K=0.92 T18 40-20 3/4 1'6" 1'5-1/32' 83.4 0.4418 -0.00 9.92 0.0001 K=0.92 T19 20-5 314 1'6" 1'S-I/32' 83.4 0.4418 -0.00 9.92 0.0001 K=0.92 T20 5-0 3/4 11-9/16' 1'19/32" 67.0 0.4418 -0.00 11.30 0.000' ' K=L00 I P" / l P. controls Top Girt Design Data (Compression) Ratio Section Elevation Size L L. KUr A P. QP" No. P. ft ft ft in, K K op" TI 300-280 7/8 3' T9-31/3 108.8 0.6013 -0.28 10.45 0.0271 2" K=0.70 `/ T2 280-273333 7/8 3' T9-3113 108.8 0.6013 -2.11 10.45 0.201 2" K=0.70 T7 260-240 7/8 3' T9-31/3 108.8 0.6013 -0.79 10.45 0.0761 2" K=0.70 T8 240-220 7/8 3' T9-31/3 108.8 0.6013 -1.40 10.45 0.1341 2" K=0.70 ✓ 79 220 - 200 718 3' T9-2313 108.0 0.6013 -2.33 1054 0.221 ' 2" K=0.70 `/ T10 200-180 7/8 3' T9-23/3 108.0 0.6013 -1.00 10.54 0.095' T' K-0.70 Tit 180 -160 7/8 3' 2'9-23/3 108.0 0.6013 -0.23 10.54 0.0221 2" K=0.70 T12 160-140 7/8 3' 29.2315 108.0 0.6013 -0.89 1054 0.0841 2" K=0.70 tnxTower Amec Foster Wheeler Job 6166-16-0016 Page 55 of 64 Project Date Environment & Infnrstructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Kennesaw, GA 30144 Client Designed by Phone. (770)421-3549 Motorola abdul.kabbara FAX.- (770)-421-3486 Section Elevation Size L W KUr A P. OP" Ratio No. P. ft ft ft in' K K T14 120-100 7/8 3' T9-31/3 108.8 0.6013 -1.92 10.45 0.183' 2" K=0.70 V T15 100-80 718 3' 29-31/3 108.8 0.6013 -0.28 10AS 0.026' 2" K-0.70 V T16 80-60 7/9 3' 2'9-31/3 2" 108.8 K-0.70 0.6013 -1.22 10.45 0.117' T17 60-40 719 3' 2'9-31/3 108.8 0.6013 -1.42 10.45 0.136' T18 40-20 7/8 3' T9-31/3 108.8 0.6013 -0.50 10.45 0.04 2" K=0.70 Tl9 20-5 7/8 3' 2'9-31/3 108.8 0.6013 -1.07 -- 10.45 r AA +, 2" K--0.70 ��? t ' P „ / ¢P" controts Bottom Girt Design Data (Compression) Section Elevation Size L L. Kl/r A P. OPT Ratio No. P. ft ft ft in, K K op" Tl 300-280 718 3' 2'9-31/3 108.8 0.6013 -1.63 10.45 0.156' 2" K =0.70 T6 263333-260 7/8 3' T9-31/3 108.8 0.6013 -0.58 10.45 0.055' 2" K=0.70 V T7 260-240 7/8 3' 29-31/3 108.8 0.6013 -1.21 10.45 0.116, 2" K-0.70 V T8 240-220 7/8 3' T9-31/3 108.8 0.6013 -1.75 10.45 0.167' 2" K=0.70 Ile T9 220-200 7/8 3' T9-23/3 108.0 0.6013 -1.12 10.54 0.106' 2" K=0.70 ✓ T10 200-180 718 3' 29-23/3 108.0 0.6013 -0.39 10.54 0.037' 2" K=0.70 `/ Tll 180-160 718 3' 29-23/3 108.0 0.6013 -0.79 10.54 0.075' 2" K=0.70 T12 160-140 7/8 3' 29-2313 109.0 0.6013 -1.40 1054 0.133' 2" K=0.70 T13 140-120 7/8 3' 29-23/3 108.0 0.6013 -2.10 10.54 0.199' 2" K=0.70 `/ T14 120-100 718 3' 29-31/3 108.8 0.6013 -0.29 10.45 0.028' 2" K=0.70 `/ T15 100-80 7/8 3' T9-31/3 108.8 0.6013 -1.23 10.45 0.118' 2" K=0.70 V T16 80-60 718 3' 29-31/3 108.8 0.6013 -1.26 10.45 0.120' 2" K--0.70 T17 60-40 7/8 3' T9-31/3 108.8 0.6013 -0.30 10.45 0.029' 2" K=0.70 T18 40-20 7/8 3' 29-31/3 108.8 0.6013 -0.71 10.45 0.068' 2" K=0.70 `/ tnxTower Amec Foster Wheeler Job 6166-16-0016 Page 56 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Kennesaw, GA 30144 Client Designed by Phone:/770)421-3549 Motorola abdul.kabbara FAX. (770)421-3486 1 1 Section Elevation Size L L. KUr A P. op" Ratio No. P. ft ft ft in' K K Op" 1 P. / ryP" controls Torque -Arm Bottom Design Data Section Elevation Size L L. Kl/r A P. r p, Ratio No, P. ft ft ft int K K Op T4 270-266.667 2L212x212x5/16 67 67-29/3 105.0 2.9300 -38.82 53.13 0.7 r (768) 2" K=1.00 �. T4 270-266.667 2L212x212x5/16 6'9" 67-29/3 105.0 2.9300 -39.38 53.1 (769) 2" K=1.00 �(i,,23' T4 270-266.667 2L212x212x5/16 6'9" 67-29/3 105.0 29300 -38.80 '730. (T14) 2" K=1.00 �i d/ T4 270-266.667 2L2 I/W 12x5/16 6'9" 67-29/3 105.0 2.9300 -38.50 5 13 0.725 (775) 2" K=1.00 T4 270-266.667 2L212x212x5/16 6'9" 67-2913 105.0 2.9300 -38.80 53.13 0.730' (780) 2" K=1.00 V T4 270-266.667 2L212x2(/2x5/16 6'9" 67-2913 105.0 2.9300 -39.24 53.13 0.739' (781) 2" K=1.00 `/ 1 P" / QP" controls Tension Checks Log Design Data Tension Section Elevation Size L 4 KUr A P. OP" Ratio No. P. R ft ft its K K Op" Tl 300-280 2 20' 37-9/32' 76.7 3.1416 11.81 14137 0.084' T2 280-273.333 2 6'8-1/32' 3'1A/16 75.0 3.1416 22.82 14137 0.161' 73 273333 -270 2 33-31/3 3'3-31/3 80.0 3.1416 27.70 141.37 0.1961 2" 2" T4 270 - 266.667 2 33-31/3 3'3-31/3 80.0 3.1416 8.22 141.37 0.058 t T. 2" 78 240-220 2 20' 5-1132" 10.0 3.1416 135 141.37 0.0101 I✓ 79 220 -200 21/4 20' 37-9/32' 68.1 3.9761 17.66 178.92 0.099, T12 160- 140 21/4 20' 5-1/32" 8.9 3.9761 7.13 178.92 0.0401 T13 140- 120 21/4 20' 5-1/32" 8.9 3.9761 7.12 178.92 0.040 t t= over Amec Foster M%eeler Job 6166-16-0016 Page 57 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Client Designed by Kennesaw, CA 30144 Phone: (770)421-3549 Motorola abdul.kabbara FAX: (770)421-3486 1 1 Section Elevation Size L L. Wr A P. op Ratio No. P. ft ft ft inz K K AP- I P. / �P„ controls utayVnat uVatytl vata & rcnawnl Section Elevation Size L L. Mr A P. OP, Ratio No. pyx� ft ft ft int K K ��'^ Tl 300-280 11/8 44-9/16' 41-11/1 176.6 0.9940 4.61 32.21 143 6" 72 280-273.333 1 43-31/3 4'1-3/32' 196.4 0.7854 9.10 ' '� T. JV.450.279' T3 273333-270 1 4'5-3/4" 2'1-7/16' 101.7 0.7854 7.10 T4 270-266.667 1 45-34' 2'1-7/16' 101.7 0.7854 931 25A5 0366' T6 263333-260 1 42-5l32' 3'11-13/ 189.7 0.7854 1.89 25.45 0.074' 32" T7 260-240 1 44-9/16' 41-11/1 198.7 0.7854 3.98 25.45 0.157' ' 6" VO T8 240-220 1 44-9/16' WI-1111 198.7 0.7854 6.18 25.45 0.243' ' 6" T9 220-200 11/8 44-9/16' 41-5/16 1753 0.9940 63S 32.21 0.209' T10 200-180 1 V4-9116' 41-5/16 197.2 0.7854 2.84 25.45 0.112' Tll 180-160 1 44-9/16' 4'1-5/16' 197.2 0.7854 2.71 25.45 0.106' T12 160-140 1 44-9/16 4'1-5116 197.2 0.7854 459 25.45 0.1801 T13 140-120 1 44-9/16' Wl-5116 197.2 0.7854 6.66 25A5 0.2621 T14 120-100 1 44-9/16' 41-11/1 198.7 0.7854 5.79 25.45 0.228' 1 6" T15 100-80 1 4'4-9/16' 4.1-1111 198.7 0.7854 3.29 25.45 0.129' 1 6' T16 80-60 1 V4-9116' 4'1-11/1 198.7 0.7854 3.92 25.45 0.1541 ' 6" T17 60-40 1 44-9/16' 4'1-11/1 198.7 0.7854 3.76 25.45 0.149' ' 6" T18 40-20 1 V4-9116' Vl-I1/1 198.7 0.7854 2.04 25AS 0.0801 ' 6" T19 20-5 1 V7-11/1 4'4-9/16' 210A 0.7854 3.83 25.45 0.1511 6,. VO 720 5-0 1 2'23/32" 1'8-9/32' 81.2 0.7854 156 25.45 0.0611 tnxTower Amec Foster Wheeler Job 6166-16-0016 Page 58 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Kennesaw, GA 30144 Client Designed by Phone: (770)421-3549 Motorola abdul.kabbara FAX: (770)421-3486 1 1 I P. / OP" controls HorizontalDesign Data' Tension Section Elevation Size L L. K//r A P. QP" Ratio No. P. ft ft ft in, K K OP" Tl 300-280 3/4 3' 2'9-31/3 181.3 0.4418 1.04 14.31 0.073' T2 280-273.333 3/4 3' T9-31/3 1813 0.4418 1.48 14.31 0.104' 2" y T3 273333-270 3/4 3' 2'9-31/3 1813 0.4418 1.69 14.31 0.118 2" T4 270-266.667 LI 3/4x13/4x3/16 3' 2'9-31/3 63.3 0.6211 16.88 20.12 .8 9 2" T6 263333-260 3/4 3' 2'9-31/3 1813 0.4418 3.09 0 77 260-240 3/4 3' 2'9-31/3 181.30.4418 1.11 1 0.077' 2" T8 240-220 3/4 3' T9-31/3 181.3 0.4418 1.01 14.31 0.071 2" 79 220-200 314 3' 2'9-23/3 180.0 0.4418 8.43 14.31 0589' 2" T10 200-180 3/4 3' 2'9-23/3 180.0 0.4418 1.24 14.31 0.087' 2" TII 180-160 3/4 3' 2'9-23/3 180.0 0.4418 1.21 14.31 0.085' 2" V T12 160-140 3/4 3' T9-23/3 180.0 0.4418 158 14.31 0.111' 2" V T13 140 -120 314 3' 2'9-23/3 180.0 0.4418 158 14.31 0.1111 2" V T14 120 -100 3/4 3' T9-31/3 181.3 0.4418 1.16 14.31 0.0811 2 V T15 100-80 314 3' T9-31/3 1813 0.4418 1.16 14.31 0.081' T. ✓ T16 80-60 314 3' T9-31/3 1813 0.4418 5.85 14.31 0.409' 2" T17 60-40 3/4 3' T9-31/3 181.3 0.4418 1.28 14.31 0.089' 2" `/ T18 40-20 3/4 3' 2'9-31/3 1813 0.4418 1.29 14.31 0.090' 2" ✓ T19 20-5 3/4 3' 2'9-31/3 1813 0.4418 1.21 14.31 0.085' 2" V T20 5-0 3/4 1'31132" 11-1/32" 58.7 0.4418 2.09 14.31 0.146' V I P" / ¢P. controls Secondary Horizontal Design Data (Tension) 0 M! I �-, N 0 o k a 0 w R N n N NN .lpJ N yPi N N O W O W to � O O O S O O O O S O O O W w rn W S O U O O O O O O O O O S O O q W J P J W O O J O W W W W W W W W W W W W W W W W W W W W W A A A A A A A A A A A A A A A A A A A A N l�i 17i 1' 1� l� Nb Nb N� Nb N`� lli 4Z 13 13 4� t la N N J O O O O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S S S o o S S S S S S S S S S S S S g A A d A A A A A A A A AA uJA A A A A t `S k i �C b a A \ r. R n 9 O p P C n � O O m m � � O y � o a � 0 N N _ O W A CL C cn ID CO O O N A A A w m tnxl paver Amec Foster Wheeler Job 6166-16-0016 Page 60 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty Rd NW Kennesaw, GA 30144 Client Designed by Phone.(770)421-3549 Motorola abdul.kabbara FAX: (770)421-3486 1 1 section Elevation Size L 4 Kl/r A P. gyp" Ratio No. P. ft ft ft in2 K K OP, Y 72 280-273.333 7/8 3' 2'9-3113 155.4 0.6013 2.09 19.48 0.107' T. 77 260-240 7/8 3' 29-31/3 155.4 0.6013 059 19A8 0.031' 2" V T8 240-220 7/8 3' 2'9-31/3 155A 0.6013 1.47 19.48 0.075' 2" V T9 220-200 718 3' 2'9-23/3 1543 0.6013 2.11 19.48 0.109' 2" ✓ T10 200-180 7/9 3' 2'9-23I3 1543 0.6013 125 19.48 0.064' 2" ✓ T11 180-160 7/8 3' 29-23/3 154.3 0.6013 052 19AI8 0. 27' 2" OP T12 160 -140 7/8 3' 2'9-23/3 1543 0.6013 1.13 19.4 2" T13 140 -120 7/8 3' T9-2313 154.3 0.6013 8.17 f 91 2" ; 3 I T14 120-100 7/8 3' 2'9-31/3 155.4 0.6013 2.07 19. 0.1071 T. T15 100-80 7/8 3' 2'9-31/3 155.4 0.6013 0.60 19.48 0.0311 2" V T16 80-60 7/8 3' 2'9-3113 155.4 0.6013 1.59 19.48 0.082' 2" ✓ T17 60-40 718 3' 2'9-3113 155.4 0.6013 131 19.48 0.067' T. ✓ T18 40 - 20 718 3' 2'9-31/3 155.4 0.6013 0.36 19.48 0.019 , T. T19 20-5 7/8 3' 2'9-31/3 155.4 0.6013 1.04 19.48 0.053' 2" V T20 5-0 7/8 X9" T6-31/3 141.7 0.6013 7.54 19A8 0.387' 2" V 1 P" / OP. controls Bottom Girt Desi ° n_ Data Tension Ratio Section Elevation Size L 1„ KI/r A P. No. P. ft ft ft in' K K 0P Tl 300-280 7/8 3' 2'9-3W 155.4 0.6013 1.63 19.48 0.094' 2" ✓ T6 263.333-260 7/8 3' T9-31/3 155.4 0.6013 1.07 19.48 0.055' T. T7 260-240 7/8 3' T9-31/3 155.4 0.6013 1.41 19.48 0.072' 2" n 240-220 7/8 3' 79-31/3 155A 0.6013 223 19.48 0.114' 2" T9 220-200 7/8 3' T9-23/3 154.3 0.6013 1.37 19A8 0.0701 T. a,F.M.l tnxTower Amec Foster Wheeler Job 6166-16-0016 Page 61 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc- 1075 Big Shanty Rd NW Kennesaw, GA 30144 Client Designed by Phone: (770)-421-3549 Motorola abdul.kabbara FAX: (770)-42I-3486 1 1 Section Elevation Site L 1, K//r A P. Ratio No. P. ft ft ft in, K K opp TIO 200-180 7/8 3' 29-23/3 1543 0.6013 0.56 19.48 0.029' 2" `/ Tll 180-160 7/8 3' 29-23/3 154.3 0.6013 1.04 19.48 0.053' 2" V T12 160-140 718 3' T9-233 1543 0.6013 2.07 19.48 0.106' 2" T13 140-120 718 3' 2'9-23/3 1543 0.6013 2A5 19.48 0.126' 2" T14 120-100 7/8 3' T9-31/3 155.4 0.6013 0.46 19A8 0.023' 27 0/ TIS 100-80 7/8 3' 2'9-313 155.4 0.6013 1.26 19.48 0.065' 2" T16 80 - 60 7/8 3' T9-31/3 155.4 0.6013 1.77 19.48 0.09 ' \ 2,. T17 60-40 7/8 3' T9-31/3 155A 0.6013 0.86 19.48 0. ' 2" ✓ ' T18 40-20 7/8 3' T9-313 155A 0.6013 1.15 Q� ' 2" �g®y� -' T19 20-5 7/8 3' 2'9-313 155.4 0.6013 6.62 r�4® 0.340' 2 �y'tr. V 720 5-0 7/8 3" 31/32" 4.6 0.6013 3.88 19.48 0.99' ' P" /OP" controls Torque -Arm Top Design Data Ratio Section Elevation Size L L. Kl/r A P. !1P„ No. P. Jt ft ft in' K K V. T4 270-266.667 212 I/W 12x5/16 68-5/8" 67-11/1 104.7 2.9300 36.32 94.93 0383' (766) 6" `/ T4 270-266.667 2L212x212x5/16 68-5/8" 67-11/1 104.7 2.9300 37.79 94.93 0.398' (767) 6" T4 270-266.667 2L212x212x5/16 6'8-5/8" 67-11/1 104.7 29300 3554 94.93 0.374' (772) 6" `/ T4 270-266.667 2L212x212x5/16 68-5/8" 67-11/1 104.7 2.9300 3852 94.93 0.406' (773) 6" l/ T4 270-266.667 2L21/W 12x5/16 68-518" 67-11/1 104.7 2.9300 37.48 94.93 0395' (778) 6" V T4 270-266.667 2L2 I/W l tx5/16 6'8-5/8" 67-11/1 104.7 2.9300 36.47 94.93 0.384' (779) 6" 4/ ' P„ / QP" Controls Section Capacity Table HHHH^7 HHH H H H 'H„ H H H y7 H H H H H y yH-3HH�HH�YH!j ''jjy ..7H rr]jH 2 n �I C.MA W NrO�HH w�P �AA��rObOo �1TMA�NrO�w�Py yW y A��r ODD w�1 O�NA W Nr0`u�"P NA�N.-.O ^ N N N N N N N N N N N N N O NN NNpp N W N J J w W NN yy r N .N.pp N P J J w W ..pp TT N N N P tpJ, V J w w O S 'N pp P w N O P W W P O OOOSO Ow�`P w � N O O p NATooNNANywjJ�N W W O W OOOpONAO.�ON A W ywj V qN W �0�00000NA PwON AwywjJ q W wNw ��' O J O W O J O W O J O W ==== === m = = xxxSS 0 0 a0 0 0 0 0 0 0 0 0 0 0 0 0 0 o d bdd�dd C7 GCJ0 �7570 OG GGG a a�. ❑. a.�. o. �. $R. 9, S o 0 0 0 0 0 0 0 0 o e o 0 0 0 0 0 o a o 0 0 >>>>>>d>>>dd >>dedddd ed dee>pp d d>> wao waa waow woowwwwaow wwovw F-R E�EE��EE E���6�eE��EC�eERE C�E CEE�� Ww A A _ W W W W W W W W W W W W �„.. �H.. 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C7 C7 o c s s �SxxSS xxxxxxxxxxxxxxxi5b�C5 �i9 c5 C5 c5 i7 C7 �C7 C7UC7 6 E E fi 8 6 E E fi E fi 6 fi fi fi E`��^�� E9.�T�,�.aaaaaaaaaag. g,aaaa0000000000000�O oo�6¢�US o I- F F F F F F F F H F F to+ F F F o 0 0 0 0 0 0 0 0 0 0 0 0 0 'o o g c q c q g q q q g q c e q q q C C q c Ri W Rl Rl Ri 07 R7 Rl Gl Q7 qi qi R7 Q7 Rl (A {� 8�98 �u�aa�aa�aauu�� l WUV w Vl VJ Vl Vl VIm VI w.N VINVJm VI mor�p $ M Oo n n pqo O m N`O I N 0 0 0 0 0 0 0 o m CO 0000 O o 0 o O O o p b O b 'C N mON I �G�M tV ptibr�ySSO ph mM SSOyu a0 y NS����Sop000y� CCCC hMb �Im�NN I i '?�N i ON r�NN^ b�N � ON�NN N �O <Q lV Ob �e I `+I Q N O b'e ��0 a{NO ��N^mbd O b V NSmb�NmbQ 8Mb dNSmti.d- .N- .•,mbQN N V D] RI m�M1a NN�N NN N^ MSN NN M�MpNNNN ON•'+ N N N N N N N N C � OO .mi .Pn O•'^ Qh b m O+NmdNbrmyO•y p� O-�Nm vfb _m O\0 •..�b m C^��� V)b yCOyOQ yyd F FFFF FGF�FF FFFFFFFF�"��"'�FFFFFFFFFFFF�n F�FFFF FFFFFF�"'�FFE" tnxTuwer Amer: Foster Wheeler Job 6166-16-0016 Page 64 of 64 Project Date Environment & Infrastructure, St Lucie County - Landfill Retrofit 16:44:13 04/14/16 Inc. 1075 Big Shanty BdNW Kennesaw, GA 30144 Client Designed by Phone: (770)-421-3549 Motorola abdul.kabbara FAX. (770)421-3486 Section Elevation Component Size Critical P pP,aa,,. % Pass No. f< 7)'Pe Element K K Capacity Fail 79 220-200 GuyB@210 7/8 762 26.27 47.82 54.9 Pass T13 140-120 GuyB@139583 11/16 759 20.05 30.00 66.8 Pass T16 80-60 GuyB@70 12 756 10.70 16.14 66.3 Pass T4 270-266.667 Guy CO268375 314 765 2307 34.98 65.9 Pass T9 220-200 Guy C@210 718 761 26.15 47.82 54.7 Pass T13 140-120 Guy C@139583 11116 758 19.25 30.00 64.2 Pass T16 80-60 Guy C@70 12 755 10.32 16.14 63.9 Pass T4 270 - 266.667 Torque Am 2I212x2 12x5/16 773 38.52 94.93 40.6 Pass Top@268.375 T4 270 - 266.667 Torque Arm 2L2 I/W 1/2x5/16 Bottom@268.375 781 -39?4 53.13 73.9 Pass Summary �'� Leg (T19) Pass Diagonal 96.6 Pass (T2) Horizontal 83.9 Pass (T4) Secondary 0.1 Horizontal MillTop Gin s ss� Bottom Girt 35ss I (rig) Guy A (T16) 66.9 Pass Guy B (1713) 66.8 Pass Guy C (T4) 65.9 Pass Torque Arm 40.6 Pass Top (T4) Torque Arm 73.9 Pass Bottom (T4) Bolt Checks 54.8 Pass RATING= 96.6 Pass program Version 6.1.3.1- 7252013 FIe:NJpes files/towers/Motomla/Florida/St Lucie County/]andfill/Analysislland611 guy tower 04122016_Rctmfit.eri DATA PROVIDED BY THE CLIENT Site—Equpmenttt Customer Name Martin and 5t Lucie Project Manager Jeff Karbonik Engineer Andrew Kager Site Name County # of TX Antennas 6' Sidearms TX Antenna Model TX Antenna base Height ( ft) TX Antenna Orientation # of RX Antennas 6' Sidearms RX Antenna Model RX Antenna BASE Height (ft) TTA Model # TTA Feedline Type TX Antenna Feedline Type RX Antenna Feedline Type MW Site A (Center) MW Model Number MW Site A Diversity (Center) MW Model Number (Diversity) AZ Site A MW Site B (Center) MW Model Number MW Site B Diversity (Center) MW Model Number (Diversity) AZ Site B MW Line Bock RD" City West Indiantown I. -WMBX 1"'- DCR k-. - High School - d `Landfill.^, .;. L C. ,M. :M -:M,, _ ,... M .: M. .; 4 2 2 2 2 2 4 2 '2 '2 2 2. - : BMR12D BMR12A. BMR120 BMR12H BMR12D ' . BMR12D 300. 150,. 340. .^ 350 ^ 300 ` 0 225 Omni 90 - 0 '180 .. BMR12D. BMR12A BMR126 `" BMR12H 'BMR120 _ BMR12D " 275 275 250 .. ` 315 ,325 275 DS43363101T DS43383101T ,' ;; DS43363101T' DS43383101T DS43383101T'.: DS43383101T { . 1/2 1/2 1/2 , ,., 1/2 ., 1/2' 1/2 ', a - 1114 1.1/4 11/4 ^ 1.1/4 `" ,11/4 ,'' 11/4 ^ 7/8 i 7/B, 7/8 71B - " 7/8 7/8. y 1101. 135 17.01105, _ 125' 145'' 145' ' 125' ` ' PAR6-59W• - PAR6-59W PAR6-59W.PAR6-59W PAR6-59W :PAR6.59W PAR6-59W PARE-59W:� .N/A • - 100 -.; 130' N/A N/A•. `-' 105, 105, N/A PL4-60 PL4-61 N/A ^: WA^ _ P1.4.64'. P1.4-64 N/A ,•.. 165.05 179.71 84.01 . 33814 158.12 164.41 164.41. #0 ` r 195', ' • 165, 136, "`e 185' - 145 115' 115, .105''_ PAR6-59W- .PAR6-59W PAR6-59W _ PAR6-59W PAR6-59W PAR6-59W PAR6-59W PAR6-59W 125' 100 , •'. 145'' '. 165 N/A N/A ., N/A, PL4-59 I. P1.4.60 1`1,4:61' ' PL4-62 'PL4 63' N/A N/A N/A 195.3 `., " 179,71 359.71"- '274.15 344.43' -, 308.75 308J5 •^ 345.06 '., • EU63 EU63 -•. EU63 1 EU63'EU63EU63 'EU63 Kabbara, Abdul From: Jeff Karbonik <jeff.k@motorolasolutions.com> Sent: Tuesday, April 12, 2016 10:29 AM To: Kabbara, Abdul Cc: Daniel, Michelle; Shiver, David Subject: Re: Landfill All, Sigh ... the customer has changed there mind again. At the Landfill site the have agreed to remove two antennas/lines t (Qty) 101-8313-09-0-03 w/standoffs at 297' 1 (Qty) Whip Yx12' w/ (1) standoff @ 282' Sorry to keep moving the goal posts. On Mon, Apr 4, 2016 at 3:23 PM, Jeff Karbonik <jeff.k@motorolasolutions.com> wrote: It's only one antenna at each of the elevations. 4 TOTAL antennas On Mon, Apr 4, 2016 at 3:11 PM, Kabbara, Abdul <abdul.kabbara@amecfw.com> wrote: Jeff, I just wanted to confirm the loads that are being removed at the Landfill site before we submit the revised retrofit report to you. Right now, I have removed: rc" • (2) 101-83B-09-0-03 Antennas w/ (2) standoffs @ 297'-0" • (1) Whip 3"x12' w/ (1) standoff @ 282'-0" 1 (4) BCD-80010 w/ (4) standoffs @ 277'-6" (1) BCD-80010 w/ (1) standoff @ 253'-0" Please confirm this is correct. Thank you, Abdul Abdul Kabbara, EIT Structural Professional Amec Foster Wheeler Environment & Infrastructure- Americas 1075 Big Shanty Rd NW Suite 100 Kennesaw, GA 30144 D 770-421-3438 M 678-644-8674 E abdul.kabbara@amecfw.com amecfw.com 2 64 arnec foster wheeler From: Jeff Karbonik[mailto:ieff.kCaDmotorolasolutions.coml Sent: Monday, March 14, 2016 10:52 AM To: Shiver, David <David.Shiver@amec.com> Cc: Daniel, Michelle <Michelle.Daniel@amec.com>; Kabbara, Abdul <abdul.kabbara@amec.com> Subject: Re: FW: Landfill Dave, At the High School site and Landfill sites there are a number of antennas thuld potentially be removed if we consolidate some of our equipment. A Below are the antennas that could be removed. In your opinion, is this worth Landfill (Possible removals) Antenna at 297' Antenna at 782' Antenna at 253' Antenna at 277' High School (Possible removals) Antenna at271'BCD • Antenna at 285' TX On Tue, Feb 23, 2016 at 9:28 AM, Shiver, David Jeff Here is the Landfill tower analysis. The overall tower is around 90% of capacity with the exception of several members at the torque arm. Normally towers have beefed up members or additional strapping where the torque arm attach to the tower legs. This tower does not, so that is what results in the high stress. We will need to add strapping member at the torque arm location. Call me if questions. Thanks, Dave F.David Shiver; PE Senior Associate Engineer Amee Foster Wheeler Environment & Infrastructure Inc. 1075 Big Shanty Road NW, Suite 100 Kennesaw, Georgia 30144 Office Phone 770-499-6847 Cell Phone 770-361-6922 From: Kabbara, Abdul Sent: Monday, February 22, 2016 6:00 PM To: Shiver, David Cc: Daniel, Michelle Subject: Landfill Dave, Please find attached the report for Landfill tower. FOUNDATION ANALYSIS Landfill Tower Foundation Analysis Amec Foster Wheeler Project Number: 6166-16-0015 BY: A. Kabbara DATE: 03/31/2016 CHECKED BY: G. Stallings DATE: 04/04/2016 Landfill Foundation Check Tower Corner Reactions Uplift Force 0 kips Shear = 2 kips Compression — 168 kips Pedestal Width = 3.080 it Pedestal Depth = 1.83 it Height Above Ground 1.00 ft Pad Width = 12.5 ft Pad Depth = 1.5 ft Unit Weight of Concrete — 82.6 pcf Calculate Bearing Capacity Foundation Dimension 12.50 ft Weight of Concrete = 37.76 Ibs Weight of Soil = 2 lbs Ultimate Bearing Pressure' = 3800 800 psf psf Ultimate Compressive Tip Resistance = 593.75 kips Ultimate Compressive Resistance = 593.75 kips Status on Bearing OK d LandM Tower Foundation Andi sis Amec Foster Wheeler Project Number: 6166-16-0015 BY: A. Kabbara DATE:03/31/2016 CHECKED BY: G. Stallings DATE: 04/04/2016 WORK SHEET DEADMAN BLOCK ANCHORS Geotechnical Report dated: (UPLIFT / VERTICAL LOAD) (SHEAR / HORIZONTAL LOAD) Is Block Below the Water Table F1 (EFFECTIVE DENSITY OF BACKFILL) (EFFECTIVE DENSITY OF BACKFILL) DENSITY OF CONCRETE DESIGN PARAMETERS Design Length of Block L (A) 15.0 feet Sod Cover h (D.) 9.0 feet Block Height H (C) 2.5 feet Block Width x (B) 9.5 feet a = 9.5 Pv = 78.00 kips x = 12.96 Ph = 60.00 kips y = 18.46 0� h = 3.00 Vol. Soil 566.81 s1 Will: Soil - 62.35 y I= 0.110 kid y 1r 0.048 kid 7wm= 0.150 kd Unit Weight of Soil 1 7 0.090 kid Cohesion 0 psi Phi 28 deg. a.- 28 Cost of Passive Presure 1.5 Kp tan(a.)- 0S317 HORIZONTAL ANALYSIS Total resisting tome I,+ Fes+ P'p - P. Total resisting tome 162.134 kips Design Horizontal Load 60.00 laps Load with F.S. 60 kips Horizontal F.S. 2.702 Horizontal Check Horizontal is OK VERTICAL ANALYSIS (UPLIFTNERTICAL LOAD) Pv 78.00 kips (SHEAR/HORIZONTAL LOAD) Ph 60.00 laps Volume of Concrete 13.19 Cubic Yards Block size and cover Soil cover: h 9.0 fL Width ;x 9.5 ft. Height of Block Above GW : y 2.5 iG Height of Block Below GW : y b.q R Length :1. 15.0 it Vertical F.S. 1.75 Vertical Check Vertical Is OK V -a 78.00 [Cps a = 9.5 �k x 16.43 eo���oio y = 21.93 h = 6.00 0�9� Vol. Sod 893.42 Wgt son - 42AS Cohesion = 0.00 kips Friction at the top of block 46.825 kips Friction at the bottom of block 63.418 kips Passive Force Pp 51.89 kips Weight of Concrete 121 KIPS Side Friction Y 0 kips �? Weight of sod'`'(' ✓ 10523 Kips WI=Wc+Ws =' 136.44100s TOTAL RESISTING FORCE t' 13BA40 kips Kabbara, Abdul From: Shiver, David Sent: Thursday, March 31, 2016 3:36 PM To: Kabbara, Abdul Subject: FW: Geotechnical Evaluation for Motorola Tower - Landfill site - Ft. Pierce, Florida Attachments: bearing capacity for 12.5 sgre ftg- Motorola Landfill Site Ft Pierce FI.pdf F.David Shiver; PE Senior Associate Engineer Amec Foster Wheeler Environment & Infrastructure Inc. 1075 Big Shanty Road NW, Suite 100 Kennesaw, Georgia 30144 Office Phone 770-499-6847 Cell Phone 770-361-6922 From: Balges, James Sent: Thursday, March 31, 2016 3:35 PM To: Shiver, David Subject: RE: Geotechnical Evaluation for Motorola Tower - Landfill site - Ft. Pierce, Florida David, Did some calcs. Based on the soil profile within the upper 30 ft, where the footing pressure would principally influence, the allowable bearing capacity of the 12.5 square ftg embedded at 3 ft bgs is 3900 paf using a FS=3. I also ran a settlement calc for the ftg for a 130 kips load and a net pressure of 830 psf, the settlement is in the order of 1 inch that should immediately take place due the sand profile. I have attached the preliminary calcs for your information. Please let me know if need additional assistance. Regards, James Baiges From: Shiver, David Sent: Thursday, March 31, 2016 3:20 PM To: Baiges, James <iames.baiees@amec.com> Cc: Kabbara, Abdul <abdul.kabbara@amec.com> Subject: RE: Geotechnical Evaluation for Motorola Tower - Landfill site - Ft. Pierce, Florida James Do you have the bearing capacity yet? Thanks, Dave F.David Shiver; PE Senior Associate Engineer Amec Foster Wheeler Environment & Infrastructure Inc. 1075 Big Shanty Road NW, Suite 100 Kennesaw, Georgia 30144 Office Phone 770-499-6847 Cell Phone 770-361-6922 From: Baiges, James Sent: Thursday, March 24, 2016 9:29 AM To: Shiver, David; Sanders, Tony Subject: Geotechnical Evaluation for Motorola Tower - Landfill site - Ft. Pierce, Florida Dave, Attached is the report for the Motorola Tower for the Landfill Site in Fort Pierce, Florida as requested. Please review the report and provide your comments or observations that may require providing additional information. In addition, review the capacities for the 6 ft drilled shaft (Table 3) since they are slightly greater than the preliminary evaluation forwarded to you last week (a 60-inch diameter drilled shaft was modeled instead of a 6 ft - 72 inch diameter) and we also refined the subsoil profile for the analyses performed. We will maintain our original cost estimate as per the approv no additional time will be added. Feel free to contact me if you have any question regarding e 50 ation provided. a We are willing to assist you in other projects in Florida. V Best regards, TOWER MAPPING REPORT TOWER MAPPING REPORT FEBRUARY 1, 2016 CLIENT SITE NAME: LANDFILL CLIENT SITE NUMBER N/A TEPN: 65453.73332 6122 GLADES CUT OFF ROAD FORT PIERCE, FL 34981 (ST LUCIE COUNTY) PREPARED FOR: amec foster wheeler 326 Tryon Road, Raleigh, NC 27603 o) 919.661.6351 1) 919.661.6350 www.tepgroup.net ;1 r -41 TQWER ENGINEERING � PaarEssGNnEs CHECKLIST TOWER MAPPING Site Name Landfill TEP # G5453.73332 Client # N/A Field Work Date January 2G, 201 G Report Date February 1, 201 G Page --I-of 20 Page Title Initials Page # (a) Notes Checklist & Notes JB I Tower Elevation JB 2 Tower Section Elevation JB 3-8 Anchor Head Details VAB 9 Torque Arm Details VAB 10 Transmission Cables JLK I I Ladder JLK 12 Waveguide JLK 13 Antenna and Mount Sketch JLK 14-19 Photos JLK 20 NOTES Latitude: N 270 22' 57.58" Longitude: W 80" 23' 21 .35" Ground Elevation: 23-ft (Google Earth) Site Address: G 122 Glades Cut Off Road, fort Pierce, FL 34951 FCC#: 122G328 Tower ED Plate: Hemphill Corporation, Model# G7, fit: 300', Job No: 7283, Spec: 222, Wind Load: 30. Telephone Company: AT,:T ' Pedestal # and Location: None observed Power Company: flonda Power # Light a,>, Meter # and Owner: 520 187 58G (Port St. Lucie) Existing Carriers/Site #: Port 5t. Lucie Gate Combo: "In Gate" - 1827, "Out Gate" - I G35, "Close" - 1449 Special Access Issues: N/A Crew Leader: Luke Upchurch Crew Member. Calvin Bruns Abbreviations: AGL: Above Ground Level L: Angle S.B.: Stitch Bolts B.C.: Bolt Circle LLH: Long Leg Horizontal Schl: SchiBlerized Angle BP: Bent Plate LLV: Long Leg Vertical SM: Smooth Heliax C-C: Center to Center 2L: Double Angle SP: Spacing C: Channel M.C.: Metal Conduit SR: Solid Rod CNR: Could Not Record M.E.: Minimum Edge Th: Thickness EW: Elliptical Waveguide MOD: Modification T.R.: Threaded Rod FH: Foam Heliax PL: Plate TME: Tower Mounted Equip. HSS: Hollow Shutt. Section RC: Rigid Conduit Tri: Triangular 326 Tryon Road, Raleigh, NC 27603 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net 63 I , a \, T O W E R \l ENQINEERING PR=il luN TOWER ELEVATION 300'-0"t T/TOWER 297'-0"f ANT. 9-10 282'-0"t ANT. 8 275'-0". ANT. 3 253'-0"f ANT. 2 TOWER MAPPING Site Name Landfill TEP # G5453.73332 Client # N/A Field Work Date January 2G, 201 G Report Date February 1, 20 1 G Page 2 of 20 BEACON ON B-LEGL. ROD ON A -LEG llu_311'-0"t T/LIGHTNING ROD 277'-6"t T. 4-7 26Y-6"t GUY 4 (TA) 209'-6"t GUY 3 SIDE MARKERS (A&C LEGS) 106'-0"t ANT. 1 69'-6"t GUY 1 0'-0" (REF.) T/ BASEPLATE 326 Tryon Road, Raleigh, NC 27603 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net TOWER MAPPING Site Name Landfill �� TEP # G5453.73332 Oi Client # N/A �o W E R Face Width at Top 3'-0" Field Work Date January 2G, 201 G PRso Face Width at Bottom 0' 7" Report Date February 1, 20 1 G TOWER SECTION ELEVATION Page 3 of 20 PL 6"x14" �X' HORIZONTAL 1 i PL 12"0x1J4" N M PL 1'-4"x M I HORIZONTAL 2 N N HORIZONTAL 1 BASE ELEVATION VIEW HORIZONTAL 2 DIAGONAL e - w •7 WO PIN SECTION 1(0' - 20') BASE PLAN VIEW MEMBER SIZES Member Size Bolts Stitch Bolt Gussets/Flange LEG 2"0 5.R. N/A N/A N/A HORIZONTAL 1 7/8"0 5.R. N/A N/A WELDED HORIZONTAL 2 %noJ S.R. N/A WA WELDED DIAGONAL 1110 S.R. N/A WA WELDED 326 Tryon Road, Raleigh, NC 27603 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net I �U Q� TOWER SLUR PROF£SSIONAL4 TOWER SECTION ELEVATION TOWER MAPPING Site Name landfill TEP# G5453.73332 Client # N/A Field Work Date January 2G, 201 G Report Date February 1, 201 G Page 4 of 20 o o N HORIZONTAL 1 DIAGONAL HORIZONTAL 2 HORIZONTAL 1 -120') N I f. i7 X" N I vI 7 TRI-SIDED PL 7X"x7)2"><-" TH. w/ (3) X"0 BOLTS ® 5Ya C-C Al R, :4 �zfl .1'.' FLANGE EL W SECTION 2-6 (20' MEMBER SIZES Member Size Bolts Stitch Bolt Gussets/Flange LEG 2"0 S.R. (3) /40 @ 4' C—C N/A TRI. PL 7Yz'x7Yz'c3/4" HORIZONTAL I 7/5'0 5.R. N/A N/A WELDED HORIZONTAL 2 3/q"0 5.R. N/A WA WELDED DIAGONAL I 80 S.R. N/A WA WELDED 326 Tryon Road, Raleigh, NC 27603 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net r� i TOWER PROLESSIONALS TOWER SECTION ELEVATION TOWER MAPPING Site Name Landfill TEP # G5453.73332 Client # N/A Field Work Date January 2G, 201 G Report Date February 1, 201 G Page 5 of 20 0 'co HORIZONTAL 1 DIAGONAL HORIZONTAL 2 HORIZONTAL 1 - 200') N 1n I i7 TRI-SIDED PL Wrx7)i7xV TH. w/ (3) -'0 BOLTS 0 5Ya C-C F 1 FLANGE EL ION VIEW SECTION 7-10 (120' MEMBER SIZES Member Size Bolts Stitch Bolt Gussets/Flange LEG 2Y4'O 5.R. Q) /40 @ 4" C-C N/A TP.I. PL 714j'x7Y2'x%" HORIZONTAL I 7/e'O 5.R. N/A WA WELDED HORIZONTAL 2 9/a"O 5.P. N/A N/A WELDED DIAGONAL 1 "O S.R. WA WA WELDED 326 Tryon Road, Raleigh, NC 27603 o) 919.661.6351 t) 919.661.6350 www.tepgroup.net ►V W1 \a�Cl W E R ENQINEERING ,, waacrasaruis TOWER SECTION ELEVATION TOWER MAPPING Site Name landfill TEP # G5453.73332 Client # N/A Field Work Date January 2G, 201 G Report Date February 1, 201 G Page G of 20 'oI o N HORIZONTAL 1 DIAGONAL HORIZONTAL 2 HORIZONTAL 1 - 220) N I r i7 -" I M TRI-SIDED PL 7X"x7)j"xV TH. w/ (3) X"O BOLTS ® 5Yi C-C FLANGE E TION VIEW SECTION 11 (200' MEMBER SIZES Member Size Bolts Stitch Bolt Gussets/Flange LEG %"0 S.R. (3) 14'O @ 4' C-C N/A TRI. PL 7Yzk7Yz"x3/4' hORIZONTAL 1 7/5"0 5.R. N/A N/A WELDED HORIZONTAL 2 3/4"0 5.R. N/A N/A WELDED DIAGONAL IYe"0 S.R. N/A N/A WELDED 326 Tryon Road, Raleigh, NC 27603 o) 919.661.6351 0 919.661.6350 www.tepgroup.net V 1 :it v W \; ENGINEER NG P0.OFESSIGNAL9 TOWER SECTION ELEVATION TOWER MAPPING Site Name Landfill TEP # G5453.73332 Client # N/A Field Work Date January 2G, 201 G Report Date February 1, 201 G Page 7 of 20 `ol HORIZONTAL 1 DIAGONAL HORIZONTAL 2 HORIZONTAL 1 - 280') A' N I H " I M TRI-SIDED PL 7Y,*x7rx-" TH. w/ (3) %"0 BOLTS ® 5Y." C-C A At ` FLANGE EXATION VIEW SECTION 12-14 (220' MEMBER SIZES Member Size Bolts Stitch Bolt Gussets/Flange LEG 200 5.R. (3) /4"0 @ a" C-C N/A TRI. PL 7Yz'x7Yz'x3/4" HORIZONTAL I 7/e'O S.R. N/A N/A WELDED HORIZONTAL 2 3/4"0 5.R. N/A N/A WELDED DIAGONAL 1 "0 5.R. WA N/A WELDED 326 Tryon Road, Raleigh, NC 27603 o) 919.661.6351 t) 919.661.6350 www.tepgroup.net 1 ►V ENGI"M"G w+ac�ss�aw g Face Width at Top 3'-0" TOWER SECTION ELEVATION TOWER MAPPING Site Name Landfill TEP # G5453.73332 Client # N/A Field Work Date January 2G, 201 G Report Date February 1, 201 G Page 8 of 20 HORIZONTAL 1 N I � M FLANGE PL 8.4"00" TH. w/ (4) -'0 BOLTS 071 o N DIAGONAL 0 4%' C-C l HORIZONTAL 2 FLANGEATION VIEW N I HORIZONTAL 7 M - 3001) SECTION 15 (280' MEMBER SIZES Member Size Bolts Stitch Bolt Gussets/Flange LEG 2"0 5.R. (4) /4'0 @ 4/8" C-C N/A PL 5.4"Ox I" HORIZONTAL 1 7/8"0 S.R. N/A N/A WELDED HORIZONTAL 2 3/a'0 S.R. N/A N/A WELDED DIAGONAL IYB'0 5.R. N/A WA WELDED 326 Tryon Road, Raleigh, NC 27603 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net 01 1 sX1 `j q ENGINEER NG vRG�ss�oNus ANCHOR HEAD TOWER MAPPING Site Name Landfill TEP # G5453.73332 Client # N/A Field Work Date January 2G, 201 G Report Date February 1, 201 G Page 9 of 20 Ring: -- Photo Anchor Rod: 1-BEAM GV4'xG"x3/8'x0.305" WEB Anchor Head Thickness: 7/8, Radius (A- Anchor): 142' Relative Elevation:l'-0" Radius (B- Anchor): 142' Relative Elevation:l'-O" Radius (C -Anchor): 142' Relative Elevation: I '-0 Anchor Holes" 1-GUY 1 2-GUY2 3-GUY3 4-GUY4L&4R a 5 - EMPTY PL 7rxl Wx%* TH 6 O O 0 a° 0 0 q Anchor Hole 4 TurnBuckle Guy Lug #1-3 0 0 0 lo" � %7 TH (2) PL 8Y_"x4-x�" w/ (1) 0 BOLT �§ O /% 5Y: Guy# G(unyaaWrire Gu sWde Preefo0 PDhnole P(M Hole T pAnrbarl rA.&s-kle (A_AnchTurn(urtch.r) I Y2' 7 BLUE lY6" 13/4" 3/4' JAW -EYE 5" GI'4" 5V2" 2 X6' 19 BLUE IY2' 13 4" IYa.' JAW-fYE 3/4' 5" 5" 3 7/a" 19 GREEN IY2' I3/4" IYz' JAW -EYE SY4" 41'z" IY2' 4L 3/4' 19 ORANGE IYa 3 13 IYa" JAW -EYE 3/4' 4" %, 3/4° 4R 19 ORANGE IY4' JAW -EYE Y4' SY4' 3" Guy # Elevation Lung Hatcole LugHoleGuy(& GuyLugGuy Bantling (Shhva&ckle sh.) I G9'-G" 3/4"0 IY2" 2" TEAR PL I " TH WELDED 5R 1 110 2 139'-0" 7/8'0 IY2" 2" TEAR PL I "TH WELDED 5R I 110 3 209'-G" 1110 IY2" 2" TEAR PL I " TH WELDED 5R 1 110 4L 2G7'-G" 7/8'0 IY2" ?vz' SEE TORQUE ARM BOLTED SEE TORQUE ARM 4R 2G7'-G" 7/e'0 IY2' 2Y2' 5EE TORQUE ARM BOLTED SEE TORQUE ARM 326 Tryon Road, Raleigh, NC 27603 o) 919.661.6351 1) 919.661.6350 www.tepgroup.net TOWER MAPPING r� Site Name Landfill TEP # 65453.73332 i� Client # N/A Field Work Date V Report Date February 1, 201 6 TORQUE ARM Page 10 of 20 Elevation Plan 0�-9,� \ '-_ PL B"x3"x%" TH ® 0 1 IS�R I \ \ (3) -"0 BOLTS ® 2h" C—C `.` r i o � 326 Tryon Road, Raleigh, NC 27603 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net I TOWER ENGINEERING PROF 10N TRANSMISSION CABLES SAFETY CLIMB — TOWER MAPPING Site Name Landfill TEP # G5453.73332 Client # N/A Field Work Date January 2G, 201 G Report Date February 1, 201 G Page I I of 20 WG A7 Color Code: B = Blue, G = Green, O = Orange, R = Red, W = White, Y = Yellow Coax # Type/Style Start Height End Height Antenna Carrier Notes 1 9/5'0 5M 8'-0" 143'-G" LIGHTS 5T. LUCIE COUNTY 51DE MARKER5 - A 4 C LEGS 2 vW0 5M 8'-0" 300'-O" UGHT5 5T. LUCIE COUNTY BEACON ON B LEG 3 3/e"0 SM 8'-0" 253'-0" 2 5T. LUCIE COUNTY 4 IY4" FH 8'-0" 282'-0" 8 5T. LUCIE COUNTY 5 7/8' fH 8'-0. 275'-0" 3 5T. LUCIE COUNTY G 7/8" FH 8'-0" 297-0" 9 5T. LUCIE COUNTY 7 Yz' Fti 8'-0" 297'-0" 9 5T. LUCIE COUNTY 8 IY4' FH 8'-0" 297'-0" 10 5T. LUCIE COUNTY 9 Y4'0 5M 8'-0" 100-0" 1 5T. LUCIE COUNTY 10 Y4"0 SM 8'-O" 100-0" 1 ST. LUCIE COUNTY I 1-14 1 V ' FH 8'-0" 277'-G" 4-7 5T. LUCIE COUNTY 15 7/e" Fti 8'-0" 253'-0" 2 5T. LUCIE COUNTY I G Y4'0 5M 8'-0" 253'-0" 2 5T. LUCIE COUNTY 326 Tryon Road, Raleigh, NC 27603 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net I \, \; kv E R ENpINEERINp P0.pFFS51pNAL4 LADDER TOWER MAPPING Site Name Landfill TEP # G5453.73332 Client # N/A Field Work Date January 2G, 201 G Report Date February 1, 201 G Page 12 of 20 Climbing Ladder #1 Sketch Climbing Lad WITH RUNG a RAIL RAIL Description # Height Width Step Rail (type &she) Rungttype&,i.> Safety (type &eae) Ladder I 5' - 300' P-4e 3'-2Y2" C-LEG a DIAGONAL 31, 0 5•P. %"0 (7-5TRAND) Ladder Ladder Ladder 326 Tryon Road, Raleigh, NC 27603 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net I v Q `\` ENGINEER NG PRGFESSIGNAL. WAVEGUIDE TOWER MAPPING Site Name Landfill TEP # G5453.73332 Client # N/A Field Work Date January 26, 201 G Report Date February 1, 201 6 Page 13 of 20 Waveguide V) N Ladder #1-3 Sketch Waveguide Ladder #2 Photo r_ • RAIL °......... WIDTH 17 7/RUNG e•o•o•e•o. Description # Height Width Step Rail(type&sin) Rung (type& size) HoleS We&apadz) Waveguide I 10' - 300' P-3" 3'-2y2' NB HORIZONTAL BENT PL 2Yz'x5/a')e' (5) 3/4"0 (5) 746'O Waveguide 2 10' - 300' P-3" 3'-2Yi' B/C HORIZONTAL BENT PL ZV2"Ale',e' (5) 3/4'O # (5) 7/6'0 Waveguide 3 10' - 300' P-3" 3'-2YZ C/A HORIZONTAL BENT PL 2V2019W' (5) 3/4"0 # (5) 7/f6'0 Waveguide Waveguide Waveguide Waveguide Waveguide 326 Tryon Road, Raleigh, NC 27603 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net I ENGINEERINR PROFEiSfONALR Carrier ST. LUCIE COUNTY ANTENNA AND MOUNT SKETCH TOWER MAPPING Site Name Landfill TEP # G5453.73332 Client # N/A Field Work Date January 2G, 201 G Report Date February 1, 201 G Page 14 of 20 Side Elevation Plan View 4/65�4 Ne Antenna # Mount Elevation Antenna Elevation Mount Type Le Azimuth I IOG'-O" IOG-0" DIRECT C 1 2700 Antenna Manufacturer Antenna Model # TMA (#) / Model # (Coax Quantity) Size (NO TAG) 3'-O"x2'-3" GRID D15H (2)Y4"0 5M Photo a 4p � K Sr 6 a� iS A 4 � 326 Tryon Road, Raleigh, NC 27603 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net I ►LI a\� ENOINEERING 10 PROF TOWER vTON Carrier 5T. LUCIE COUNTY ANTENNA AND MOUNT SKETCH TOWER MAPPING Site Name Landfill TEP # G5453.73332 Client # N/A Field Work Date January 2G, 201 G Report Date February 1, 201 G Page 15 of 20 326 Tryon Road, Raleigh, NC 27603 o) 919.661.6351 t) 919.661.6350 www.tepgroup.net I w� q O W E ENGINEERING vRGVEssawn�s Carrier 5T. LUCIE COUNTY ANTENNA AND MOUNT SKETCH TOWER MAPPING Site Name Landfill TEP # G5453.73332 Client # N/A Field Work Date January 2G, 201 G Report Date February 1, 201 G Page I G of 20 326 Tryon Road, Raleigh, NC 27603 o) 919.661.6351 0 919.661.6350 www.tepgroup.net &V kv `\` ENGINEER TOWER PROFESSIONALS Carrier 5T. LUCIE COUNTY ANTENNA AND MOUNT SKETCH TOWER MAPPING Site Name Landfill TEP # 65453.73332 Client # N/A Field Work Date January 26, 2016 Report Date February 1, 201 6 Page 17 of 20 ElevationSide Plan View ANT ANT 5 STABILIZER PIPE i / r i PIPE 2.9"OxV-6" �L 1•� I6--0- III / �I •, •. � /. •. AntennaI I I I i • i11 • 1 I I I '• T E A+i.1,S,SY'nJJ�YV II/ J u t _ V' V. r\ ����. 4 1 .r_. - �✓/ 1. 1� 326 Tryon Road, Raleigh, NC 27603 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net I �V ,IV y a\;MO W £ R \` D=MCRING PFOF£SSIONAL9 Carrier 5T. LUCIE COUNTY ANTENNA AND MOUNT SKETCH TOWER MAPPING Site Name landfill TEP# G5453.73332 Client # N/A Field Work Date January 2G, 201 G Report Date February 1, 201 G Page 18 of 20 326 Tryon Road, Raleigh, NC 27603 o) 919.661.6351 0 919.661.6350 www.tepgroup.net !!I 4� a\` ENG�NEFRIN4 PROFc.351pNALS Carrier 5T. LUCIE COUNTY ANTENNA AND MOUNT SKETCH TOWER MAPPING Site Name Landfill TEP # G5453.73332 Client # N/A Field Work Date January 2G, 201 G Report Date February 1, 201 G Page 19 of 20 Side Elevation Plan View ANT 10 PIPE 2.4'0 •'"` 2 -5- (2) STABILIZER PIPES 1.9"0, 2'-9" SEP. i7 I NT 9 PIPE 2.4"0x4'-0" 6'-0' Antenna # Mount Elevation Antenna Elevation Mount Type Azimuth 9-10 297-0" B/ 297-0" 51DE ARM5 A 13 150°, 330° Antenna Manufacturer Antenna Model # TMA (#) / Model # I (Coax Quantity) Size (9) BIRD TECHNOLOGIES 101-8313-0-09-03 I'-4"xG"xGY2° JB @ 292'-G" (1) 7/e FH, (I) Yy FH (10) BIRD TECHNOLOGIES 101-835-0-09-03 - (0 IYa FH Photo 326 Tryon Road, Raleigh, NC 27603 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net i �\a y;'GwER ENGINEERING PROFESSIONALS PHOTOS TOWER MAPPING Site Name Landfill TEP # 65453.73332 Client # N/A Field Work Date January26, 2016 Report Date February 1, 201 6 Page 20 of 20 326 Tryon Road, Raleigh, NC 27603 o) 919.661.6351 f) 919.661.6350 www.tepgroup.net FOUNDATION MAPPING DATA February 1, 2016 David Shiver Amee Foster Wheeler 1075 Big Shanty Road NW, Suite 100 Kenneseaw, GA 30144 Work: 770-499-6847 Mobile: 770-361-6922 Subject: Foundation Mapping Report "EC Foster Designation: Amec Foster Wheeler Site Number: Amec Foster Wheeler Site Name: Engineering Firm Designation: Site Data: Dear Mr. Shiver, TEP Project Number: Tower Engineering Professionals 326 Tryon Road Raleigh, NC 27603 (919)661-6351 N/A Landfill 65453.73332 6122 Glades Cut Off Road Fort Pierce, St Lucie County, FL 34981 Latitude N 27122' S7.58", Longitude W 80° 23' 21.35" 300 Foot — Guyed Tower Tower Engineering Professionals (TEP) is pleased to submit this "Foundation Mapping Report" to Amec Foster Wheeler for the above referenced site. The onsite investigation was performed by Luke Upchurch and Calvin Bruns of Tower Engineering Professionals, Inc. during the January 26, 2016 site visit. (a L e. The foundation mapping was to include location of all tower foundation(s)/anchors relative to the to en e d magnetic north, depth below grade and measurement of all external tower foundation/anchor dimens `" self- support and guyed towers, the tower legs were named by letter according to the magnetic azimu y aline from the center of tower to the leg, with the "A" leg being the leg closest to magnetic north, follgWe o wise by `B" and "C". I& We at Tower Engineering Professionals, hic. appreciate the opportunity of providi[inning professional services to you and Amec Foster Wheeler. If you have any questions or need finthe as ce on this or any other projects please give us a call. Sincerely, l� tA Luke Upchurch, Division Manager Tower Engineering Professionals, Inc. Tower Foundation Mapping Report TEP Project Number 65453.73332, Revision 0 DATA COLLECTION PROCEDURES: February 1, 2016 Landfill Page 2 TEP field technicians perform all data collection by physical excavation of the foundation in question. Non -caisson tower masts are uncovered from exposed portions out with minimum disturbance of tower foundation and surrounding soil. Once the foundation is exposed, the TEP field technician will physically measure, record and photograph all relevant dimensions and foundation condition. Upon completion of recording the relevant data, the exposed foundation is covered and the site is restored as close as possible to the way it appeared prior to the excavation. Dead man anchors are uncovered by digging to the side and behind of where the anchor rod enters grade. This is done to prevent damage to the anchor rod and to minimize disturbing the soil above and in front of the anchor as much as possible. (TEP will unearth the entire anchor rod for inspection purposes upon request.) Once the edge of the dead man anchor is exposed, the TEP field technician will physically measure and record the depth below grade, thickness and length of the exposed area. The width of the dead man anchor is measured from the anchor rod to the edge. The anchor rod is assumed to be centered widthwise on the anchor foundation. Photographs of all relevant dimensions and the foundation's condition are then taken. Upon completion of recording the relevant data, the exposed foundation is covered and the site is restored as close as possible to the way it appeared prior to the excavation. Excavation is the deemed to be the most accurate method for mapping a non -caisson foundation with the added benefit of discovering the material condition of the concrete anchor. Tower Engineering Professionals 326 Tryon Road, Raleigh, NC 27603 (o) 919-661-6351 (f) 919-661-6350 te- www.teoarouo.net tw- FOUNDATION DIMENSIONS (ONE LEG) "A.. ..B.. "C" ..p.. I .E.. ..F� mi 12'-6" 12'-6' 1'-6" 3'-1" 3'-1" 1'-10 FOUNDATION DIMENSIONS TOWER AZIMUTH "A" "B" C. "ID'LEG •"A" LEG 0' 15'—O" 9'-6" 2'-6" 9'-0" •"B" LEG 120' 15'-0" 9'-6" 2'-6" 9'-0" "C" LEG 240' 15'-0" 9'-6" 2'-6" 9'-0" • EXCAVATION AT A AND 8 ANCHORS WAS NOT PERMITTED DUE TO NEARBY UNDERGROUND FIBER OPTIC AND UTILITIES. 0 e 0. A . p p n I> � e n ANCHOR FOUNDATION SCALE: N.T.S. _ .._. ....__ . _... _ ..-..-. _... REVISION: 0 TOwENEI1GINE0MPNGFE ONO �� LANDFILL TEP JOB R: 326TRYONROAD `♦ SHEET NUMBER: RALEIG 3 1- 27603 amec ® 6122 GLADES CUT OFF ROAD (919)661$351 weter FORT PIERCE, FL 34981 F-Z WMvtepgmup.net wheeler (ST LUCIE COUNTY) GEOTECHNICAL REPORT TABLE 2 - Summary Recommended Soil Parameters for Drilled Shaft Foundation Evaluation for existing Motorola Tower - Landfill Site, Fort Pierce, Florida Total Average Estimate Ultimate Soo Depth Unit Effective AngleoflnL Cohesion Resistance for Drilled Shaft' Unit (it) Description USC5 Wert UnRWL fing , C(PSO Foundation (taf) - Unit Skin Unit End (PCB. (Dd) (degree) 1 0-7 SAND, fine to medium grained, fight brown. - om. Ld0e day- SP to SC 115 30 - 0.10 020 2 7-23 Si0y SAND, brown, SM 105 43 28 - 0.18 0.36 3 23-26 SAND, medium grained, medium SIP 125 63 35 - 0.95 1.90 dense, brown. SAND, trace shell frags. (sand- 4 2631 size), ow. cemented sand, SPSM 112 50 30 - 0.55 1.10 medium dense, right gmy. 5 3136 SAND, little shell frags. (sand SPSM 125 63 38 - 1.18 236 sae), medium dense, brown. SAND, medium grained, trace 6 3651 shell fmgs. (sand -sae), trace sik SM 115 53 32 - 1.34 2.67 medium dense, brown. SAND, fine to medium grained, 7 5156 trace shell fogs. (sand to gravel- SM 125 63 36 - 1.41 281 size), trace sill, dense, brcrm SAND, fine to medium grained, 8 5657 trace shell frags. (sand to gravel- SM 118 56 32 - 1.41 2.83 size), trace sot, med. dense, brown. SAND, fine to medium grained, 9 67-77 trace shell hags. (sand to gravel- SM 125 63 38 - 1.36 2.71 size). trace s0L very dense, brown 77- Sity. Gay, some to Me fine sad, 10 65 medium to stiff, trace shell Rags, CL 121 59 - 1500 0.8 9.00 EOB gray pmrang----rannn—frommotopofboring TABLE 3 - Estimate Drilled Shaft Capacity for 6-ft diameter drilled shaft Drilled Shaft Diameter= 6 ft .n�^^ goo y C .�„ 700 }{ i 600 .� 500 - -) 400 10 rail 300200 v SOD .---i--UltQs-tons -*-Ult"Qb-tons--e--UltQt-Eons 55 0 I 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 Settlement Drilled shaft Diameter = 6 -ft; 72,inches R% Setti. (in) Ult Qs -tons Ult Qb -tons Ult .Qt'- tons 0.1 0.07 141.58 10.61 152.19 0.2 0.14 237.46 20.95 258.41 0.4 0.29 339.31 40.85 380.16 0.6 0.43 378.85 59.73 43858 0.8 0.58 395.57 77.65 473.22 1 0.72 398.49 94.66 493.15 1.5 1.08 398.49 133.49 531.98 2 1.44 398.49 167.61 566.1 2.5 1.80 398.49 197.66 596.15 3 2.16 398.49 224.24 622.73 4 2.88 398.49 269.13 667:62 5 3.60 398.49 306.09 704.58 TABLE 4 - Estimate Drilled Shaft Capacity for 7.5-ft diameter drilled shaft Drilled Shaft Diameter =7Sft .1000 -;-_-----� 900 --- -' 800 'o a 700 } 600 } ,r 500 m H 400 ' m 300 C 200 ... ..:... - s 100 = -_ - t-Ult Qs -tons --o-Ult Q6-tons -wo-Ult Qt-tons M 0 0 1 2 3 4 5 Settlement Drilled shaft Diameter= 7.5 ft; 90 inches R% Settl. (in) Ult Qs -tons Ult Qb -tons Ult Qt - tons 0.1 0.09 176.98 13.39 190.37 0.2 0.18 296.83 26.44 323.27 0.4 0.36 424.14 51.53 475.67 0.6 054 473.56 75.36 548.92 0.8 0.72 494.49 97.97 592.46 1 0.9 1 498.11 119A3 617.54 1.5 1.35 498.11 168.42 66653 2 1.8 498.11 211.47 70958 2.5 2.25 498.11 249.38 747.49 3 2.7 498.11 282.92 781.0 4 3.6 498.11 339.56 8 5 4.5 498.11 366.18 884. Notes- R%=SeMemenffbattDiameterraGo Os - Ui6rrrate Skin Resistance Ob- U/6mate EndBearin9ReshMance Ot- Total Ut6mate Dn7led Shah Capacity RETROFIT DRAWINGS GENERAL SIRMCMDO 6 REW MI ro BE AAIE AAER c ws FMCIID 6 MLY CER v EX 9E M SAS (OF WSt Eplq AR1W. ID EPECMHS PMID DRS OH o164R ro f1@R1E ME SAFE( [f M CCMi1dMl'OH AND II$ PMIS WRMC DECllpl. z NL C01611NCAtlI 51W1 CPYRr RALLY NIIN ME IFPIIUBIF F%+SOMs 0F111E UREA ROMIG ME. SM 6VIIP1 BW14) Nlo All I GRE M MRS. All XEWRND115 VOWED N ME COOS S WE BE ARMED M AS 6 MEY MERE CALLED FOR OR WORM CH 1NE [AAVHK 5. ME CORIMMEOR SHALL BE RSPON99E FOR BUMMER OF JUL LPASUAFYMM AT ME SIZE BEFORE FRWEOM RTM WDFRNGW AM WTEMA, FARICADD FOR INAALIAR N OF AM MATERIALS. W ECIRA Cw%£/WYPENSODDH FILL BE AIMEXI DOE M DMEHdC6 BERIE NME ACM& DMRN90Hs AND DRIBI OARGRD D ME ECRMACDN DRA"a ABY gsDD➢AXES LAUD MBOYARMY BE FD WARM) M RE. ORRWWDI M D{MD2 Of RECWD FOR BEAR AVD Mil & MR TO FABRCABIN. 1. AW SIDEBURNS MUST CONFORM D ME RMARMEMS OF THESE MOTES NO MD BE SOVA ro M5E MORN. NL LIOSiDMOHS 9WL BF 5160u11[D ro ME [KAKLi Dt IEDW fqt AVER 119IPPRWDL PAOR i0 f1BRYADH. I. ME i4NER OERVI DXR6S MIN ME PA,AEA1-9924 ME N ACCOAWICE AN THE FDWW IMMOD WOE 57H RIM (MI4). THE MER RAS DMMM FW: . AH RIOWR RWD SEED OF IV uFM • ENBOSUAE w1EDORY B . sNWMWI Gusset FRED !VICTORIA I. ME WINE D WT mc'n IM MEM00 Ci CUI ERKBON fE CUMBER 51WL DRRSE.HIB MELT ME Mlw M SIOLL BE SOLELY REYWL@£ FOR AL COtSTMICDN YEWS RCK"Im. 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Al REM. F.1BOY.41016 AD MAs1RUt1pH SINtL CONFORM TO tE IAEST EDITOR M WRAF-232-G EREAROS AD ME URA EON OF ME AU T OF S1EF1 LDHSIRUCIpH'. 2 AL NM SIFO. SIWL BF NN OP GEVAOLD PFR ASN AIR1 STAVDVtlA. AL ODR ARE fNvµpFD W ACCBFBA10E YRM ASD AIM (HOT DFFED). ] ME "MW MID SRNNNN W SMWIURAL WTFRA 9WL BE AT mm • STEEL PU16. ARMES. CWNMIIS N CLUMIS : MM WMNECWH BOLTS: M25 4. ALL BOLTS NAL BE INTEND IRHD ME TAN -a -RAMIE' METHOD AS DOSWMD N ME LAW DDDN OF ME RISC SIBRWm, 5. AL BJLR AYO HDIS Mbt BE IX RACC 860.9E ME P.TFOSFO LMDs I6RD D 9D ARE IMMUFD. 6. RE.UMIG 61NLL BE FEARDWED RON EXXX ELERMES N ICCORDAA E NM AWS = 5 AND N94CRD W M AM CR1iI➢ RNpNG RKBEC10R 15E 3/16' MEW$ RIHMV, 1. DRESS MOIFD CHFAME M ME MRM'. , ffl➢ REID'NC IS DOME AT2TSD NBEE KDO EP BY ME ENGINEER M REM B. RASE MARVAL SWLL BE CMECRY MOVED BEFORE M[IDM AMD FOU 14ATED AFTER ROOM. N ACCNDARE WITH ME CROWDED METONG PROCEDURE. RRXN WET BE AMO,ED M ME AIMS CERMIEO Rum 0 M`XRR. 9. ME FISHER DOCA M OF WLT HOLES SHALL NOT BE uoRE TAW 1/16' UAER RAW ME HJulm MIT DOMEIER U96EM DIED OMERNME. M W1ERW WY D W BY SRMIAG, SAWWG D (ORMAG RMI A RDRR OR Cl5 CO. WTERW. CRDfR MAR R' W MCMMSSS SIWl MOT BE SHARED. 11.0N EWES MAl BE WDOM AD FREE DD EIIRSSNE CORM AID RAGGED BREAKS. SHFIRD FEES W PO N F4tR 9lLLL BE FIAID 10 A C8M OF,/V. RE-ENMAII EMA BE AVDUFA D PE-MMNR CUR IA USED iME SMHL BE fE1E1E0 M WODW vRAR ro cumxc. I3.MM 70 GLLMWJW A. FAIRCA D YITEL MAIL BE MODERNLY LGP NVURD AID GRAMMES COINED. 1. FELOI ROPER: W. uMXfIIE DUMB: 770-431-3549 E. DGRER OF RECORD : MR. F. MND SNNBH : 770-499-6917 LANDFILL 6122 GLADES CUTOFF RD so FORT PIERCE, FL 34981 GENERAL NOTES NOR.H KAI TO NWN FOR ORTNLNO ralNosm x• TNR I W . MT V/ NUTS, R9¢t15, TORM ANA WY (tiff G• rm ,y . U-nn./ NA9m A`U FuiNLO i .wu GUSYT KATE X NUB AT RVPoAU UAGONA S IIY.) D15M5 TORQUE NNA A130 PAUOXNIs '\ MRf. N100RNLS HTOND DBE 10 SKET Si. pA U- m `\ ; fY$ING fb OXAL \ 3/8• I U-WLI HNPoSm Llx�lxix OWCf S/8• . MM ./ Num.. tlLY4% flE. I PLAN AT PROPOSED RETROFIT$ RM IIIIIIIIIIINO amec foster wheeler O NMONT.L BY R/52. M. NOR MAL TONER LEG ILU 9MN T-. 4 N.T.S.CTSEION DETAIL LANDFILL 6122 GLADES CUTOFF RD 82 FORT PIERCE, FL 34981 RETROFIT DETAILS