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16-100264
February 29, 2016 Jim Ferrell, Mayor FILE American Tower Corporation Jennifer Evenson jennifer.evenson@americantower.com 10 Presidential Way Woburn, MA 01801 RE: Permit #16-100264-00-UP; Belmor Park, T-Mobile 2101 South 3241h Street, Federal Way Dear Ms. Evenson: The City of Federal Way's Department of Community Development has completed an administrative review of the proposed eligible facilities request to modify an existing Personal Wireless Facility (PWSF) located at the above -mentioned address. The proposed modifications include the replacement of three antennas, addition of three FRLB units, and the addition of an FBBC within an existing FSMF. The eligible facilities request is found to be consistent with the provisions of the Spectrum Act and does not exceed the substantial change thresholds. The Process I proposal is hereby approved based on the following statements of fact: Criteria 1 For facilities outside of public rights -of -way, the modification does not increase the height of the tower by more than 10%, or by the height of one additional antenna array with separation from the nearest existing antenna not to exceed twenty feet, whichever is greater; For those facilities in the rights -of -way and for all base stations, it does not increase the height of the tower or area of base station by more than 10% or 10 feet, whichever is greater. Staff Response — The site is not located in the right-of-way. There are no proposed increases to height or area of base station. Criteria 2 For towers outside of public rights -of -way, the modification does not protrude from the edge of the tower more than 20 feet, or more than the width of the tower structure at the level of the appurtenance, whichever is greater; For those towers in the rights -of -way and for all base stations, the modification does not protrude from the edge of the structure more than 6 feet. Staff Response — There is no proposed increase to the width of the tower. 33325 8th Avenue South, Federal Way, WA 98003-6325 9 (253) 835-7000 6 www.cityoffederalway.com Ms. Evenson February 29. 2016 Page 2 Criteria 3 If the installation includes new equipment cabinets, the modification does not include the installation of more than 4 equipment cabinets. Staff Response —No new equipment cabinets are proposed. Criteria 4 For all existing facilities, the modification does not include excavation or equipment installation outside the current site of the tower or base station. Staff Response — There is no excavation or equipment installation proposed outside of the current site of the tower. Criteria 5 If the facility requires screening methods, the proposed modification does not defeat the existing concealment elements of the tower or base station_ Staff Response — Current screening methods are not defeated as a result of this proposal. Criteria 6 The modification may not violate any of the conditions of approval associated with prior approvals. Staff Response — The proposal does not violate any known conditions associated with prior approvals of the tower or site. Closing The effective date of this decision is March 3, 2016, three days from the date of this letter, per FWRC 19.05.360. This Process I approval is valid for one year from the effective date of this decision. If no further action is taken within one year, this decision will expire. A one-year extension of time may be granted only if a , written request is submitted to the city's Department of Community Development at least 30 days prior to the expiration of the decision. If you have any questions regarding this decision, please contact Cory Darrow, Planning Intern, at 253- 835-2622, or cory.darrow@cityoffederalway.com. Sincerely, Michael A. Morales Community Development Director c: Cory Darrow, Planning Intern 16-100264 Doe I D 72453 R� EIVED Structure ATC Site Name ATC Site Number Engineering Number Proposed Carrier Carrier Site Name Carrier Site Number Site Location County Date Max Usage Result Prepared By: Aaron Estabrooks Infinigy w JAN 19 2016 CITY OF FEDERAL WAY CDs AIVIERICAN TOWER• C O R P O R A T 1 0 N INFINIGY8 FROM ZERO TO INFINIGY the solutions are endless Structural Analysis Report : 120 ft Monopole : Cee.lay WA, WA : 82935 : 64469122 T-Mobile : N/A : SE04018A : 2101 S 324th Street Federal Way, WA 98003-6824 47.305237,-122.302345 King : December 7, 2015 : 57% : Pass Infinigy Engineering PLLC -1033 Watervliet Shaker Road - Albany, NY 12205 - 518-690-0790 Office - 518-690-0793 Fax - www.infinigy.com "n M p -0D-0 0OX m `;� 0U:q jcf) � 03 > ern: rn (.C)r-� � o ° :3 U' 0 CZ w rn D�zr o � @ Cn a � O � N- O 07 r— m AMEa 11MR• Table of Contents Eng. Number 64469122 December 7, 2015 Introduction.................................................................................................................................... 1 SupportingDocuments.................................................................................................................... 1 Analysis........................................................................................................................................... 1 Conclusion....................................................................................................................................... 1 Existing and Reserved Equipment..................................................................................................... 2 Equipmentto be Removed............................................................................................................... 2 ProposedEquipment....................................................................................................................... 3 StructureUsages.............................................................................................................................. 3 Foundations..................................................................................................................................... 3 Deflection, Twist, and Sway............................................................................................................... 3 StandardConditions......................................................................................................................... 4 Calculations.........................................................,.,............................................................. Attached Infinigy Engineering PLLC -1033 Watervliet Shaker Road - Albany, NY 12205 - 518-690-0790 Office - 518-690-0793 Fax - www.infinigy.com AMERICAN TaWER• Eng. Number 64469122 December 7, 2015 Page 1 Introduction The purpose of this report is to summarize results of a structural analysis performed on the 120 ft monopole to reflect the change in loading by T-Mobile. Supporting Documents Tower Drawings Valmont Order #11706-94, dated April 7,1995 Foundation Drawing Leedco Job #2761, dated April 13,1995 Geotechnical Report Agra Job #11-10196-00, dated March 29,1995 Modifications ATC Job #25085234, dated August 31, 2006 Analysis The tower was analyzed using American Tower Corporation's tower analysis software. This program considers an elastic three-dimensional model and second -order effects per ANSI/TIA-222. Basic Wind Speed: 85 mph (3-Second Gust, V,S❑) / 110 mph (3-Second Gust, VuLT) Basic Wind Speed w/ Ice: 30 mph (3-Second Gust) w/ 1/4" radial ice concurrent Code: ANSI/11A-222-G / 2012 IBC Structure Class: 11 Exposure Category: B Topographic Category: 1 Crest Height: 0 ft Spectral Response: Ss =1.28, S1= 0.49 Site Class: D - Stiff Soil Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. Infinigy Engineering PLLC -1033 Watervliet Shaker Road - Albany, NY 12205 - 518-690-0790 Office - 518-690-0793 Fax - www.infinigy.com AMERICAN TOWER• Existing and Reserved IEpuipment Eng. Number 64469122 December 7, 2015 Page 2 Elevation' (ft) Qty Antenna Mount Type Lines Carrier Mount RAD 116.0 116.0 2 Clearcomm CCDP-565-1W Platform w/ Handrails (13) 7/8" Coax (6)15/8" Coax (1)1.09" Hybrid Verizon 1 GPS 1 Raycap RxxDC-3315-PF-48 6 Ericsson RRUS-121900MHz 3 Antel BXA-80090/8CF 6 Antel WWX063X19x00 3 Antel BXA-70063-8CF-EDIN-6 110.0 110.0 1 RFS S132-107BC Leg (1) EW63 99.0 100.0 3 Andrew ETW20OVS12UB Low Profile Platform (1)11/4" Fiber T-Mobile 3 Nokia FRIG w/o Solar Shield 1 Raycap ASU9338TYP01 2 Nokia FXFB 3 Andrew TMDM-6516-AW with actuator 80.0 82.0 12 Kathrein 860-10025 Platform w/ Handrails (18) 7/8" Coax (3) 2" Conduit (4) 0.76" 8 AWG 6 (2) 0.39" Fiber Trunk (1) 3/8" Coax AT&T Mobility 6 Powerwave TT19-08BP111-001 2 Raycap DC6-48-60-18-8F 3 Alcatel -Lucent RRH 2X60-1900 3 Alcatel -Lucent RRH2Ox40-07-L-AT 3 Alcatel -Lucent RRH2x40-07L-DE 3 Alcatel -Lucent RRH4X25-WCS 2 Kathrein 742 264 / AP14/17- 880/1940/065D/ADT 1 Powerwave 7580.00/7780.00 3 Kathrein 80010764 3 Commscope SBNHH-1D65C 3 Alcatel -Lucent 3JR52703AAAA 80.0 3 Lucent 9442 AWS 70.0 70.0 1 Trimble Acutime 2000 Stand Offs (10) 5/16" Coax (2)1/2" Coax (1) 3" Conduit (1) 2" Conduit Clearwire 1 BTS 3 Huawei DBS3900 WiMAX 3 Kathrein 84010054 1 24" x 24" Junction Box 66.0 2 Andrew PX2F-52 Equipment to be Removed Elevation' (ft) City Antenna Mount Type Lines Carrier Mount I RAD No loading considered as to be removed Infinigy Engineering PLLC -1033 Watervliet Shaker Road - Albany, NY 12205 - 518-690-0790 Office - 518-690-0793 Fax - www.infinigy.com Jr V'I, -, ►i1MERICAN TOWER• Proposed Equipment Eng. Number 64469122 December 7, 2015 Page 3 Elevation' (ft) Qty Antenna Mount Type Lines Carrier Mount RAD 99'0 100.0 3 Nokia FRLB Low Profile Platform (12) 7/8" Coax T-Mobile 97.0 3 Andrew SBNHH-1D65C 'Mount elevation is defined as height above bottom of steel structure to the bottom of mount, RAD elevation is defined as center of antenna above ground level (AGL). Install proposed coax outside the pole shaft. Stacking coax is not allowed. Structure Usages Structural Component Controlling Usage Pass/Fail Anchor Bolts 50•� Pass Shaft 57% Pass Base Plate 29% Pass Flanges 18% Pass Foundations Reaction Component Original Design Factored Design Analysis Reactions o i6 of Design Reactions Reactions* Moment (Kips -Ft) 2,120.0 2,862.0 1,596.6 56% Shear (Kips) 27.8 37.5 19.5 52% * The design reactions are factored by 1.35 per ANSI/TIA-222-G, Sec.15.5.1 The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required. Deflection and Sway* Antenna Elevation (ft) Antenna Carrier Deflection (ft) Sway (Rotation) N 110.0 RFS S62-107BC Verizon Wireless 1.213 1.128 99,0 Nokia FRLB T-Mobile 1.001 1.072 Andrew SBNHH-1D65C 66.0 Andrew Microwaves PX2F-52 Clearwire 0.453 0.790 *Deflection and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-G Infinigy Engineering PLLC -1033 Watervliet Shaker Road - Albany, NY 12205 - 518-690-0790 Office - 518-690-0793 Fax - www.infinigy.com AMEMCAN EWER• Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to: -- Information supplied by the client regarding the structure itself, antenna, mounts and feed line loading on the structure and its components, or other relevant information. -- Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new" condition. Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed in accordance with the current revision of ANSI/TIA -222. The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222. Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities, we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. Infinigy Engineering PLLC -1033 Watervliet Shaker Road - Albany, NY 12205 - 518-690-0790 Office - 518-690-0793 Fax - www.infinigy.com 02007-2015byATCIPLLC. Mdghlsreserved. 1MI-0' 115-0' 110'-0' 99'-0, 9s-0' W-0" 7V-O" 66-0' 57-0' 46 -10' 0'0' 6Z' 2S-0' 3/16' Thick (65 K51) 9W Tt* k (65 KS I) 5Z'-0' 3/8' Thick (65 K5I) -0, Job Pole : 82935 Code: ANSIITIA-222-G Description : 120 ft Valmont Monopole (1122113) Client: T-MOBILE Struct Class : II Location : CeeJay WA, WA Shape : 12 Sides Exposure : B Height: 120.00 (ft) Topo : 1 Base Elev (ft): 0.00 Taper: 0.19018'4i n/ft) Sections Properties Diameter (in) Overlap Steel Shaft Length Accross Flats Thick Joint Length Taper Grade Section (ft) Top Bottom (in) Type (in) (In/ft) (ksi) 1 52.000 32.31 42.20 0.375 0.000 0.190200 65 2 48.167 24.69 33.85 0.281 Slip Joint 62.000 0.190200 65 3 25.000 19.94 24.69 0.188 Butt Joint 0.000 0.190200 65 Discrete Appurtenance Attach Force Elev (ft) Elev (ft) Oty Description 116.000 116.000 3 Antel BXA-70063-8CF-EUIN-6 116.000 116.000 6 Ante WWX063XI9x00 116.000 116.000 6 Ericsson RRUS-121900 MHz 116.000 116.000 1 Raycap RxxDC-3315-PF-48 116.000 116.000 1 GPS 116.000 116.000 2 Clearcomm CCDP-565-1W 116.000 116.000 3 Antel BXA-80090/8CF 116.000 116.000 1 Flat Platform w/ Handralls 110.000 110.000 1 RFS SB2-107BC 99.000 100.000 3 Nokia FRLB 99.000 97.000 3 Andrew SBNHH-1D65C 99.000 100.000 2 Nokia FXFB 99.000 99.000 1 Round Low Profile Platform 99.000 100.000 1 Raycap ASU9338TYPOI 99.000 100.000 3 Nokia FRIG w/o Solar Shield 99.000 100.000 3 Andrew TMZXXX-6516-A3M 99.000 100.000 3 Andrew ETW200VS12UB 80.000 82.000 3 Alcatel -Lucent 3JR52703AAAA 80.000 82.000 3 Comm scope SBNHH-1D65C 80.000 82.000 3 Kathreln 80010764 80.000 82.000 1 Powerwave 7580.0017780.00 80.000 82.000 3 Alcatel -Lucent RRH4X25-WCS 80.000 82.000 3 Alcatel -Lucent RRH2x40-07L- 80.000 82.000 3 Alcatel -Lucent RRH2Ox40-07-L- 80.000 82.000 3 Alcatel -Lucent RRH 2X60-1900 80.000 82.000 2 Raycap DC6-48-60-18-8F 80.000 82.000 6 Powerwave TT19-08BP711-001 80.000 80.000 3 Lucent 9442 AWS 80.000 82.000 12 Kathrein 860-10025 80.000 82.000 2 Kathrein 742 264 1 AP14117-880 80.000 80.000 1 Round Platform w/ Handrails 70.000 70.000 1 24" x 24" Junction Box 70.000 70.000 3 Huawel OBS3900 WIMAX 70.000 70.000 1 BTS 70.000 70.000 3 Kathreln 840 10064 70.000 70.000 3 Stand Off 70.000 70.000 1 Trimble Acutime 2000 66.000 70.000 2 Andrew Microwaves PX2F-52 I Linear Appurtenance j 9ev (ft) Exposed From To Description To Wind 5.000 70.000 1/2" Coax Yes 99'-0' 95'-0' 80'-0' 7V-O, 66'-0' 57-0' 46-10' 60' 6 25-O' 3116' Thick (65 KSI) 43'-Y 9132' Tt*i (65 KST) .'iN 5.000 70.000 2" Conduit Yes 5.000 70.000 3" Conduit Yes 5.000 70.000 5116" Coax Yes 5.000 80.000 0.39" Fiber Trunk No 5.000 80.000 0.39" Fiber Trunk No 5.000 80.000 0.76" 8 AWG 6 No 5.000 80.000 0.76" 8 AWG 6 No 5.000 80.000 2" Conduit No 5.000 80.000 3/8" Coax No 5.000 80.000 7/8" Coax No 5.000 80.000 7/8" Coax No 5.000 99.000 1 1/4" Fiber Yes 5.000 99.000 7/8" Coax Yes 5.000 110.0 EW63 No 5.000 116.0 1 5/8" Coax No 5.000 116.0 1.09" Hybrid No 5.000 116.0 7/8" Coax No Load Cases 1.213+ 1.6W 85.00 mph with No Ice 0.91)+ 1.6W 85.00 mph with No Ice (Reduced DL) 1.213+ 1.0131 + 1.OWI 30.00 mph with 0.25 in Radial Ice 1.213+ 1.0E ELFM Dead Load with Seism Ic Equivalent Lateral 1.213+1.OEEMAM Dead Load with Seismic Equivalent Modal 0.9D+ 1.OEELFM Dead Load with Selsmlc (Reduced DL) 0.913+ 1.OEBNAM Dead Load with Seismic (Reduced DL) 1.013+ 1.OW 60.00 mph Serviceability Reactions Moment Shear Axial Load Case (kip-ft) (kip) (kip) 1.213 + 1.6W 1596.64 19.50 32.01 0.913+1.6W 1547.61 18.69 24.00 1.2D + 1.013I + 1.OWI 146.30 1.74 36.21 1.213 + 1.0E B-FM 567.13 6.17 35.46 1.21) + 1.0E B I AM 574.99 6.04 35.46 0.91) + 1.0E B-FM 556.00 6.16 18.84 0.913+1.OEBIAAM 562.77 6.03 18.84 COD + 1.OW 483.69 5.82 26.70 Dish Deflections Attach Deflection Rotation Load Case Bev (ft) (in) (deg) COD +1.OW 66.00 5.433 0.790 1.013 + 1.OW 110.00 14.557 1.128 1 _ 120.000 I ; 1 1 115.000 ----•--------� --� ---------;-------;-----�- - - -;-- I 110.000 J -------- 1------- L------J------- +------- L------ J- - _-- -- - 1 1 { � 1 , 1 � 105.000 -- ------ -....... .... -^-;-------------- i--------------- ------- ---- - � 1 99.0m ----------- ; 1 1 I------- I ------- L ------- 1 I I I ------- L ------- j ----------- 1 I , 95.000 -I--...-'r• "-'r-`-----t-------r------71-------r------ 1------- r------- 1 1 1 1 I 1 1 1 , I 1 1 i I 1 1 1 i I 1 1 , 85.000-....----•------• .__._.__�.-------------------- . 1 1 1 1 1 I 1 I 1 i I I I I 1 1 i i i 1 , I 1 I I I . 1 , 1 I I 1 70.000-'�------1------- - --a--- - -- __'-------------J ---- _----- - � 1 1 1 � 1 � 1 1 I I I 65.000 i 1--------------i------ . '-- i - - - -- ---•- 1 I 1 1 e 1 I 0 I I I I I I I � 60.000-ti--r----r-------- r------ 7------•r-------------- ------- r------ I ------- r----- ` I I I 1 I 1 I I I I I ------ 1 '----- -- - W 55.0� - _-___ _ .....1 __ _I 1 1 i 1 kkkkkk 1 1 1 1 i I I I I I I 1 1 1 i I I I I i 1 1 1 1 1 1 I I I I I I I 35.000 _J_______1_______l______ J------- ----- I 1 I I 1 I I I 30.000 -J-----=-----'-------------- -'-- - --i--- ---=---'-'-i-------' --- 1 I 2S.000 I I I I I I I 1 { 1 i 1 i 1 I I I I 1 1 1 1 1 I 1 1 1 I i 1 1 i i i i 1 1 i T 1 1 1 I I I 1 I I I 1 1 1 I 1 1 1 1 1 1 1 I I I I I 1 1 , I � � 0.000-J------- -------- I-------' ------- '------- `-----�--- _._. .... 1.00 0.02 0.12 022 0.32 0.42 0.52 0.62 0.72 0.82 0.32 Interaction Site Number: 82935 Code: ANSVTIA-222-G 02007-2015byATCIPLLC. All rights reserved. Site Name: CeeJay WA, WA Engineering Number: 64469122 12171201511:36:22 AM Customer: T-MOBILE Analysis Parameters Location: lKing County, WA Code: ANSIITIA-222-G Height (ft): 120 Shape: 12 Sides Base Diameter (in): 42.20 Pole Type: Taper Top Diameter (In): 19.94 Pole Manfacturer: Valmont Taper (Intft) : 0.190 Ice & Wind Parameters Structure Class: II Design Wind Speed Without Ice: 85 mph Exposure Category: B Design Wind Speed With Ice: 30 mph Topographic Category: 1 Operational Wind Speed: 60 m ph Crest Height: 0.0 ft Design Ice Thickness: 0.25 in Seismic Parameters Analysis Method: Equivalent Modal Analysis & Equivalent Lateral Force Methods Site Class: D - Stiff Soil Period Based on Rayleigh Method (sec): 1.86 TL (sec): 6 p: 1.3 Cs: 0.177 S s: 1.285 SI: 0.493 C s Max: 0.177 Fa: 1.000 Fv: 1.507 C s Min: 0.038 Sds: 0.857 Shc: 0.495 Load Cases 1.213+ 1.6W 85.00 mph with No Ice 0.91)+ 1.6W 85.00 mph with No Ice (Reduced DL) 1.21)+ 1.013I + 1.0WI 30.00 mph with 0.251n Radial Ice 1.21)+ 1.0EELFM Dead Load with Seismic Equivalent Lateral Forces Method 1.21)+ 1.OE IMAM Dead Load with Seismic Equivalent Modal Analysis Method 0.91)+ 1.0EELFM Dead Load with Seismic (Reduced DL) Equivalent Lateral Force 0.91)+ 1.0E IMAM Dead Load with Selsmlc (Reduced DL) Equivalent Modal Analysi 1.01)+1.OW 60.00 mph Serviceability Page: 1 Site Number: 82935 Code: ANSI/TIA-2224 ©2007-2015byATCIPLLC. Alinghrsreserved. Site Name: CeeJay WA, WA Engineering Number: 64469122 12/7/201511.36:22 AM Customer: T-MOBILE Shaft Section Properties Bottom Top Slip Sect Length Thick Fy Joint Joint Weight Dia Bev Area Ix Wit Dit Dia Bev Area Ix Wlt Dit Taper Info (ft) (in) (ksi) Type Len (In) (lb) (in) (ft) 00) (I0) Ratio Ratio (in) (ft) (in 2) (I0) Ratio Ratio (In/ft) 1-12 52.000 0.3750 65 0.00 7,880 42.20 0.00 50.50 11276.7 28.01 112.53 32.31 52.00 38.56 5019.8 20.94 86.16 0.190187 2-12 48.167 0.2813 65 Slip 62.00 4,304 33.85 46.83 30.41 4374.7 30.11 120.37 24.69 95.00 22.11 1682.0 21.38 87.80 0.190187 3-12 25.000 0.1875 65 Butt 0.00 1,137 24.69 95.00 14.80 1134.3 33.15 131.71 19.94 120.00 11.93 593.9 26.35 106.35 0.190187 Shaft Weight 13,320 Discrete Appurtenance Properties Attach No Ice Ice Distance Vert Bev Weight EPAa Orientation Weight EPAa Orientation From Face Ecc (ft) Description Qty (lb) (sf) Factor (lb) (sf) Factor (ft) (ft) 116.00 Antel BXA-70063-8CF-EDIN-6 3 24.00 10.670 0.78 87.06 11.186 0.78 0.000 0.000 116.00 Antel BXA-8009018CF 3 23.00 8.291 0.89 77.26 8.773 0.89 0.000 0.000 116.00 Antel WWX063X19x00 6 32.00 8.600 0.82 94.28 13.659 0.82 0.000 0.000 116.00 Clearcomm CCDP-565-1 W 2 7.00 0A50 0.50 10.41 OA58 0.50 0.000 0.000 116.00 Ericsson RRUS-121900 MHz 6 60.00 2.700 0.67 82.08 2.714 0.67 0.000 0.000 116.00 Rat Platform w/ Handrails 1 2000.00 42AOO 1.00 2,462.45 49.224 1.00 0.000 0.000 116.00 GPS 1 10.00 1.000 1.00 19.77 0.647 1.00 0.000 0.000 116.00 Ravcap RxxDC-3315-PF-08 1 32.00 2.510 1.00 58.21 2.711 1.00 0.000 0.000 110.00 RFS SB2-107BC 1 26.50 5.400 1.00 60.38 5.917 1.00 0.000 0.000 99.00 Andrew ETW20OVS12UB 3 11.00 0.470 0.50 15.00 OA86 0.50 0.000 1.000 99.00 Andrew S1BNHH-1 D65C 3 66.10 11.390 0.84 138.94 12.425 0.84 0.000 -2.000 99.00 Andrew TMZXXX-6516-A3M 3 38.40 10.050 0.63 94.53 10.453 0.63 0.000 1.000 99.00 Nokia FRIG w/o Solar Shield 3 54.00 2.290 0.67 72.78 2A82 0.67 0.000 1.000 99.00 Nokia FRLB 3 59.50 2.080 0.67 76.83 2.263 0.67 0.000 1.000 99.00 Nokia FXFB 2 55.10 3.670 0.67 80.27 3.800 0.67 0.000 1.000 99.00 Raycap ASU9338TYPOl 1 14.90 3.210 1.00 58.01 3A32 1.00 0.000 1.000 99.00 Round Low Profile Platform 1 1500.00 21.700 1.00 1,707.18 27.839 1.00 0.000 0.000 80.00 Alcatel -Lucent 3 163.8014.820 0.92 231.34 16.763 0.92 0.000 2.000 80.00 Alcatel -Lucent RRH 2X60- 3 43.00 1.880 0.50 60A6 2.053 0.50 0.000 2.000 80.00 Alcatel -Lucent RRH2Ox40-07- 3 62.90 2.380 0.67 71.95 2.579 0.67 0.000 2.000 80.00 Alcatel -Lucent RRH2x40-07L- 3 52.90 2.380 0.67 71.95 2.579 0.67 0.000 2.000 80.00 Alcatel -Lucent RRH4X25- 3 70.00 3.160 0.67 98.57 3.565 0.67 0.000 2.000 80.00 Commscope SBNHH-1D65C 3 66.10 11.390 0.84 137.92 11.900 0.84 0.000 2.000 80.00 Kathrein 742 264 / AP14/17- 2 36AO 4.860 0.80 69.93 5.157 0.80 0.000 2.000 80.00 Kathrein 80010764 3 40.80 5.870 0.79 80.83 6.185 0.79 0.000 2.000 80.00 Kathrein 860-10025 12 1.10 0.160 0.50 1.39 0.195 0.50 0.000 2.000 80.00 Lucent 9442 AWS 3 43.00 2.500 0.67 67.12 2.697 0.67 0.000 0.000 80.00 Powerwave 7580.00f7780.00 1 33.00 5.510 0.77 68.75 5.816 0.77 0.000 2.000 80.00 Powerwave TT19-08BP711- 6 16.00 0.640 0.50 22.42 0.660 0.50 0.000 2.000 80.00 Raycap DC6-08-60-18-8F 2 32.80 1A70 1.00 57.52 2.391 1.00 0.000 2.000 80.00 Round Platform w/ Handrails 1 2000.00 27.200 1.00 2,405.16 34.843 1.00 0.000 0.000 70.00 24" x 24" Junction Box 1 20.00 4.800 1.00 55.58 5.066 1.00 0.000 0.000 70.00 BTS 1 20.00 1.800 1.00 35.18 1.962 1.00 0.000 0.000 70.00 Huawel DBS3900 WIMAX 3 44.00 2.210 0.67 60.09 2.390 0.67 0.000 0.000 70.00 Kathrein 84010064 3 35.00 4.680 0.65 61.11 4.845 0.65 0.000 0.000 70.00 Stand Off 3 75.00 2.500 0.67 94.35 3.145 0.67 0.000 0.000 70.00 Trimble Acutime 2000 1 1.30 0.300 1.00 5A1 0.212 1.00 0.000 0.000 66.00 Andrew Microwaves PX2F-02 2 14.00 5.230 1.00 26.75 5.706 1.00 0.000 4.000 Totals 105 9497.00 13,429.52 Number of Loadings: 38 Linear Appurtenance Pra erties Bev Bev Coax Coax Projected From To Diameter Weight Width Exposed (ft) (tt) Qty Description (in) yb/ft) Rat (in) To Wind Carrier 5.00 116.00 6 1 5/8" Coax 1.98 0.82 N 0.00 N Verizon Wireless Page: 2 Site Number: 82935 Code: ANSI/TIA-222-G ©2007-2015byATCIPLLC. All rights reserved. Site Name: CeeJay WA, WA Engineering Number: 64469122 12f7/201511:36:22 AM Customer: T-MOBILE 5.00 116.00 1 1.09" Hybrid 1.09 0.90 N 0.00 N Verizon Wireless 5.00 116.00 13 7/8" Coax 1.09 0.33 N 0.00 N Verizon Wireless 5.00 110.00 1 EW63 2.01 0.51 N 0.00 N Verizon Wireless 6.00 99.00 1 1 1/4" Rber 1.25 1.06 N 0.00 Y T-Mobile 6.00 99.00 12 718" Coax 1.09 0.33 N 2.18 Y T-Mobile 5.00 80.00 1 0.39" Rber Trunk 0.39 0.07 N 0.00 N AT&T Mobility 5.00 80.00 1 0.39" Rber Trunk 0.39 0.07 N 0.00 N AT&T Mobility 5.00 80.00 2 0.76" 8 AWG 6 0.76 0.53 N 0.00 N AT&T Mobility 5.00 80.00 2 0.76" 8 AWG 6 0.76 0.53 N 0.00 N AT&T Mobility 5.00 80.00 3 2" Conduit 2.38 3.65 N 0.00 N AT&T Mobility 5.00 80.00 1 3/8" Coax 0.44 0.08 N 0.00 N AT&T Mobility 5.00 80.00 15 7/8" Coax 1.09 0.33 N 0.00 N AT&T Mobility 5.00 80.00 3 7/8" Coax 1.09 0.33 N 0.00 N AT&T Mobility 5.00 70.00 2 1/2" Coax 0.63 0.15 N 0.00 Y Clearwire 5.00 70.00 1 2" Conduit 2.38 3.66 N 0.00 Y Clearwire 6.00 70.00 1 3" Conduit 3.50 7.58 N 3.50 Y Clearwire 5.00 70.00 10 5H6" Coax OA4 0.08 N 0.00 Y Clearwire Page: 3 Site Number: 82935 Site Name: CeeJay WA, WA Customer: T-MOBILE Code: ANSIITIA-222-G Engineering Number: 64469122 02007-2015byATCIPLLC. All nghtsreserved. Segment Properties (Max Len : 5.ft) Seg Top Rat Bev Thick pia Area Ix Wtt Oft Fy S Z Weight (ft) Description (in) (in) (in2) (in") Ratio Ratio (ksi) (ins) (ins) (Ib) 0.00 0.3760 42.200 50.504 11,276.7 28.01 112.53 74.2 516.2 0.0 0.0 5.00 0.3750 41.249 49.365 10,524.9 27.33 110.00 74.9 492.9 0.0 849.5 10.00 0.3750 40.298 48.207 9.807.2 26.65 107A6 75.6 470.1 0.0 830.0 15.00 0.3750 39.347 47.059 9,123.0 25.97 104.93 76A 447.9 0.0 810A 20.00 0.3750 38.396 45.911 8,471.4 25.29 102.39 77.1 426.2 0.0 790.9 25.00 0.3750 37.446 44.762 7,851.5 24.61 99.85 77.9 405.1 0.0 771 A 30.00 0.3750 36.494 43.614 7,262.6 23.93 97.32 78.6 384.5 0.0 751.8 36.00 0.3750 35.543 42.466 6,704.0 23.26 94.78 79.4 364.4 0.0 732.3 40.00 0.3760 34.593 41.318 6,174.7 22.67 92.26 80.1 344.8 0.0 712.7 45.00 0.3760 33.642 40.169 6,674.1 21.89 89.71 80.8 325.8 0.0 693.2 46.83 Bot - Section 2 0.3760 33.293 39.748 5,497.6 21.65 88.78 81.1 319.0 0.0 249.3 50.00 0.3760 32.691 39.021 5,201.3 21.21 87.18 81.6 307.4 0.0 749.1 52.00 Top - Section 1 0.2813 32.873 29.616 4,001.7 29.17 116.88 72.9 235.2 0.0 466.0 55.00 0.2813 32.302 28.999 3,795.2 28.63 114.85 73.5 227.0 0.0 298.7 60.00 0.2813 31.351 28.138 3,467.1 27.73 111.47 74.5 213.6 0.0 486.1 65.00 0.2813 30.400 27.277 3,158.4 26.82 108.09 75.5 200.7 0.0 471 A 66.00 0.2813 30.210 27.104 3.098.9 26.64 107.41 75.7 198.2 0.0 92.5 70.00 0.2813 29.449 26.415 2,868.5 25.91 104.71 76.5 188.2 0.0 364.2 75.00 0.2813 28.498 25.664 2,597.0 26.01 101.33 77A 176.0 0.0 442.1 80.00 0.2813 27.648 24.693 2,343.2 24.10 97.95 78A 164.3 0.0 427.5 85.00 0.2813 26.597 23.832 2,106.5 23.20 94.57 79A 153.0 0.0 412.8 90.00 0.2813 25.646 22.971 1,886.3 22.29 91.18 80A 142.1 0.0 398.1 95.00 Top - Section 2 0.2813 24.695 22.109 1.682.0 21.38 87.80 81 A 131.6 0.0 383.5 95.00 Bot - Section 3 0.1875 24.695 14.796 1,134.3 33.15 131.71 68.6 88.7 0.0 99.00 0.1875 23.934 14.337 1,031.9 32.06 127.66 69.7 83.3 0.0 198.3 100.0 0.1875 23.744 14.222 1,007.3 31.79 126.63 70.0 82.0 0.0 48.6 105.0 0.1875 22.793 13.648 890.2 30A3 121.66 71.5 75A 0.0 237.1 110.0 0.1875 21.842 13.074 782.5 29.07 116A9 73.0 69.2 0.0 227.3 115.0 0.1875 20.891 12.500 683.9 27.71 111 A2 74.5 63.2 0.0 217.6 116.0 0.1875 20.701 12.385 666.2 27A4 110A0 74.8 62.1 0.0 42.3 120.0 0.1875 19.940 11.926 593.9 26.35 106.36 76.0 67.5 0.0 165.4 13,320.1 Page: 4 12I71201511:36:22 AM Site Number: 82935 Code: ANSUTIA-222-G ©2007-2015byATCIPLLC. Alinghrsreserved. Site Name: CeeJay WA, WA Engineering Number: 64469122 12f7/201511:36:22 AM Customer: T-MOBILE Load Case: 1.213+ 1.6W 85.00 mph with No Ice 22 Iterations Gist Response Factor: 1.10 Wind Importance Factor :1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Applied Segment Forces Summary Shaft Forces Seg Dead Bev Wind FX Load (ft) Description (lb) (lb) Discrete Forces Torsion Moment Dead Wind FX MY MZ Load (lb) (lb-ft) (lb-ft) (lb) Linear Forces Dead Wind FX Load (lb) (lb) Wind FX (lb) Sum of Forces Dead Torsion Moment Load MY MZ (lb) (lb-ft) (lb) 0.00 194.8 0.0 0.0 0.0 194.8 0.0 0.0 0.0 5.00 404.9 1,019.4 0.0 0.0 404.9 1,019.4 0.0 0.0 10.00 417.1 996.0 0.0 283.1 417.1 1,279.1 0.0 0.0 15.00 410.9 972.5 0.0 283.1 410.9 1,255.6 0.0 0.0 20.00 404.7 949.1 0.0 283.1 404.7 1,232.2 0.0 0.0 25.00 398.5 925.6 0.0 283A 398.5 1,208.7 0.0 0.0 30.00 396.9 902.2 0.0 283.1 396.9 1,185.3 0.0 0.0 35.00 403.6 878.7 0.0 283.1 403.5 1,161.9 0.0 0.0 40.00 412.5 855.3 0.0 283.1 412.5 1,138.4 0.0 0.0 45.00 285.4 831.8 0.0 283.1 285.4 1,115.0 0.0 0.0 46.83 Bot - Section 2 213.7 299.1 0.0 103.8 213.7 403.0 0.0 0.0 50.00 223.3 898.9 0.0 179.3 223.3 1,078.2 0.0 0.0 52.00 Top - Section 1 216.7 559.2 0.0 113.3 216.7 672.5 0.0 0.0 55.00 347.9 358.4 0.0 169.9 347.9 528.3 0.0 0.0 60.00 437.4 583.3 0.0 283.1 437.4 866.4 0.0 0.0 65.00 263.4 565.7 0.0 283.1 263.4 848.8 0.0 0.0 66.00 Appertunance(s) 220.4 111.0 288.7 0.0 1,154.8 33.6 0.0 56.6 509.1 201.3 0.0 0.0 70.00 Appertunance(s) 350.6 437.1 586.3 0.0 0.0 604.0 0.0 226.5 936.9 1,267.5 0.0 0.0 75.00 346.0 530.5 0.0 209.2 346.0 739.7 0.0 0.0 80.00 Appertunance(s) 340.6 512.9 3,489.0 0.0 5,202.0 4,653.7 0.0 209.2 3,829.6 5,375.8 0.0 0.0 85.00 334.6 495.4 0.0 93.8 334.6 589.1 0.0 0.0 90.00 328.0 477.8 0.0 93.8 328.0 571.6 0.0 0.0 95.00 Top - Section 2 289.4 460.2 0.0 93.8 289.4 554.0 0.0 0.0 99.00 Appertunance(s) 158.5 237.9 2,248.8 0.0 -499.5 2,774.5 0.0 75.0 2,407.3 3,087.5 0.0 0.0 100.00 185.8 58.3 0.0 12.7 185.8 71.1 0.0 0.0 105.00 304.6 284.5 0.0 63.7 304.6 348.2 0.0 0.0 110.00 Appertunance(s) 295.8 272.8 169.6 0.0 0.0 31.8 0.0 63.7 465.4 368.3 0.0 0.0 115.00 174.2 261.1 0.0 60.7 174.2 321.7 0.0 0.0 116.00 Appertunance(s) 140.9 50.8 3,844.5 0.0 0.0 3,298.8 0.0 12.1 3,985.4 3,361.7 0.0 0.0 120.00 112.3 198.6 0.0 0.0 112.3 198.5 0.0 0.0 Totals: 19,640.2 32,048.7 0.00 0.00 Page: 5 Site Number: 82935 Code: ANSIITIA-222-G ©2007-2015 byATC IP LLC. All rights reserved. Site Name: CeeJay WA, WA Engineering Number: 64469122 12f71201511:36:24 AM Customer: T-MOBILE Load Case: 1.213+ 1.6W 85.00 mph with No Ice 22 Iterations Gust Response Factor: 1.10 Wind Importance Factor :1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Calculated Forces Seg Pu Vu Bev FY(-) FX(-) (ft) (kips) (kips) Tu MY (ft-kips) Mu Mu MZ MX (ft-kips) (ft-kips) Resultant Moment (ft-kips) phi phi phi phi Pn Vn Tn Mn (kips) (kips) (ft-kips) (ft-kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -32.01 -19.50 0.00 -1,596.64 0.00 1,596.64 3,371.09 1,685.55 5,814.37 2,871.50 0.00 0.00 0.666 6.00 -30.93 -19.20 0.00 -1,499.14 0.00 1,499.14 3,327.371,663.68 5,607.31 2,769.24 0.10 -0.20 0.551 10.00 -29.59 -18.88 0.00 -1,403.14 0.00 1,403.14 3.282.11 1,641.05 5,401.19 2,667.44 0.41 -0.39 0.535 15.00 -28.27 -18.55 0.00 -1,308.75 0.00 1,308.75 3,235.32 1,617.66 5,196.19 2,566.20 0.93 -0.59 0.519 20.00 -26.98 -18.23 0.00 -1,215.99 0.00 1,215.99 3,187.00 1,593.60 4,992.60 2,465.61 1.65 -0.78 0.502 25.00 -25.72 -17.90 0.00 -1,124.86 0.00 1,124.86 3,137.14 1,568.67 4,790.29 2,365.74 2.58 -0.98 OA84 30.00 -24.48 -17.56 0.00 -1,035.38 0.00 1,036.38 3,085.76 1,542.88 4,689.76 2,266.70 3.71 -1.18 OA65 35.00 -23.27 -17.21 0.00 -947.57 0.00 947.57 3,032.84 1,516A2 4,391.06 2,168.58 5.06 -1.37 OA45 40.00 -22.09 -16.84 0.00 -861.52 0.00 861.52 2,978.39 1,489.19 4,194.39 2,071.45 6.69 -1.56 OA23 45.00 -20.95 -16.57 0.00 -777.30 0.00 777.30 2.922.411,461.21 3.999.941,975A2 8.33 -1.75 OA01 46.83 -20.62 -16.38 0.00 -746.92 0.00 746.92 2,901.501,450.75 3,929.231,940.60 9.02 -1.82 0.392 50.00 -19.43 -16.15 0.00 -695.05 0.00 695.05 2,864.901,432A5 3,807.891,880.57 10.26 -1.94 0.377 52.00 -18.74 -15.94 0.00 -662.74 0.00 662.74 1,936.41 968.20 2,603A1 1,286.72 11.09 -2.01 0.525 55.00 -18.18 -15.63 0.00 -614.91 0.00 614.91 1,917.98 958.99 2,533.101,251.00 12.39 -2.12 0.501 60.00 -17.27 -15.22 0.00 -536.77 0.00 536.77 1,886.04 943.02 2,416.31 1,193.32 14.74 -2.34 0.459 65.00 -16.40 -14.96 0.00 -460.66 0.00 460.66 1,852.58 926.29 2,300.141,136.95 17.30 -2.54 0.416 66.00 -16.20 -14A7 0.00 -444.54 0.00 444.54 1,845.70 922.85 2.277.001,124.52 17.83 -2.58 0.404 70.00 -14.94 -13.62 0.00 -386.68 0.00 386.68 1,817.58 908.79 2,184.781,078.98 20.06 -2.74 0.367 75.00 -14.18 -13.18 0.00 -319.10 0.00 319.10 1,781.04 890.52 2,070.401,022A9 23.03 -2.91 0.320 80.00 -8.99 -9.09 0.00 -248.02 0.00 248.02 1,742.98 871 A9 1,957.20 966.59 26.16 -3.07 0.262 85.00 -8.40 -8.76 0.00 -202.56 0.00 202.56 1,703.39 851.69 1,845.35 911.35 29.45 -3.21 0.227 90.00 -7.83 -8A0 0.00 -158.83 0.00 168.83 1,662.26 831.13 1,735.03 866.87 32.87 -3.33 0.190 96.00 -7.28 -8.09 0.00 -116.83 0.00 116.83 1,619.60 809.80 1,626A4 803.24 36.41 -3.43 0.150 95.00 -7.28 -8.09 0.00 -116.83 0.00 116.83 913.03 456.52 923.94 456.30 36AI -3.43 0.264 99.00 -4.34 -5.50 0.00 -84A7 0.00 84A7 899.99 449.99 882.25 436.71 39.32 -3.50 0.199 100.00 -4.28 -5.32 0.00 -78.97 0.00 78.97 896.57 448.29 871.81 430.56 40.06 -3.52 0.188 105.00 -3.94 -5.00 0.00 -52.38 0.00 52.38 878.59 439.29 819.56 404.75 43.79 -3.61 0.134 110.00 -3.60 -4.51 0.00 -27.38 0.00 27.38 859.07 429.63 767.37 378.97 47.61 -3.68 0.077 115.00 -3.29 -4.32 0.00 -4.82 0.00 4.82 838.02 419.01 715A1 353.31 51 A8 -3.71 0.018 116.00 -0.19 -0.12 0.00 -0.50 0.00 0.50 833.62 416.81 705.06 348.20 52.26 -3.71 0.002 120.00 0.00 -0.11 0.00 0.00 0.00 0.00 815A3 407.72 663.87 327.86 55.37 -3.71 0.000 Page: 6 Site Number: 82935 Code: ANSIITIA-222-G ©2007-2015byATCIPLLC. AUnghtsreserved. Site Name: CeeJay WA, WA Engineering Number: 64469122 12171201511:36:24 AM Customer: T-MOBILE Load Case: 0.91)+ 1.6W 85.00 mph with No Ice (Reduced DL) 22 iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Applied Segment Forces Summary Shaft Forces Seg Dead Bev Wind FX Load (ft) Description (Ib) (lb) Discrete Forces Torsion Moment Dead Wind FX MY M2 Load (Ib) (lb-ft) (lb-ft) (Ib) Linear Forces Dead Wind FX Load (lb) (lb) Wind FX (lb) Sum of Forces Dead Torsion Moment Load MY MZ (lb) (lb-ft) (Ib) 0.00 194.8 0.0 0.0 0.0 194.8 0.0 0.0 0.0 5.00 385.2 764.5 0.0 0.0 385.2 764.5 0.0 0.0 10.00 376.3 747.0 0.0 212.3 376.3 959.3 0.0 0.0 15.00 367.4 729.4 0.0 212.3 367.4 941.7 0.0 0.0 20.00 358.5 711.8 0.0 212.3 358.5 924.1 0.0 0.0 25.00 349.7 694.2 0.0 212.3 349.7 906.6 0.0 0.0 30.00 344.8 676.6 0.0 212.3 344.8 889.0 0.0 0.0 35.00 346.9 659.1 0.0 212.3 346.9 871.4 0.0 0.0 40.00 350.8 641.5 0.0 212.3 350.8 853.8 0.0 0.0 45.00 240.9 623.9 0.0 212.3 240.9 836.2 0.0 0.0 46.83 Bot - Section 2 178.6 224.4 0.0 77.9 178.6 302.2 0.0 0.0 50.00 185.8 674.2 0.0 134.5 185.8 808.7 0.0 0.0 52.00 Top - Section 1 179.7 419.4 0.0 84.9 179.7 504.4 0.0 0.0 55.00 286.9 268.8 0.0 127.4 286.9 396.2 0.0 0.0 60.00 357.1 437.5 0.0 212.3 357.1 649.8 0.0 0.0 65.00 213.3 424.3 0.0 212.3 213.3 636.6 0.0 0.0 66.00 Appertunance(s) 176.3 83.3 288.7 0.0 1,154.8 25.2 0.0 42.5 465.0 150.9 0.0 0.0 70.00 Appertunance(s) 315.1 327.8 586.3 0.0 0.0 453.0 0.0 169.9 901.4 950.7 0.0 0.0 75.00 346.0 397.9 0.0 156.9 346.0 554.8 0.0 0.0 80.00 Appertunance(s) 340.6 384.7 3,489.0 0.0 5,202.0 3,490.3 0.0 156.9 3,829.6 4,031.9 0.0 0.0 85.00 334.6 371.5 0.0 70.3 334.6 441.9 0.0 0.0 90.00 328.0 358.3 0.0 70.3 328.0 428.7 0.0 0.0 95.00 Top - Section 2 289.4 345.1 0.0 70.3 289.4 415.5 0.0 0.0 99.00 Appertunance(s) 158.5 178.4 2,248.8 0.0 -499.5 2,080.9 0.0 56.3 2,407.3 2,315.6 0.0 0.0 100.00 185.8 43.7 0.0 9.6 185.8 53.3 0.0 0.0 105.00 304.6 213.4 0.0 47.8 304.6 261.2 0.0 0.0 110.00 Appertunance(s) 295.8 204.6 169.6 0.0 0.0 23.8 0.0 47.8 465.4 276.2 0.0 0.0 115.00 174.2 195.8 0.0 45.5 174.2 241.3 0.0 0.0 116.00 Appertunance(s) 140.9 38.1 3,8".5 0.0 0.0 2,474.1 0.0 9.1 3,985.4 2,521.3 0.0 0.0 120.00 112.3 148.9 0.0 0.0 112.3 148.9 0.0 0.0 Totals: 18,845.8 24,036.5 0.00 0.00 Page: 7 Site Number: 82935 Site Name: CeeJay WA, WA Customer: T-MOBILE Code: ANSIITIA-222-G Engineering Number: 64469122 © 2007 - 2015 by ATC IP LLC. All rights reserved. 12I71201511.36:25 AM Load Case: 0.91)+ 1.6W 85.00 mph with No Ice (Reduced DL) 22 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Calculated Forces Seg Pu Vu Bev FY(-) FX (-) (ft) (kips) (kips) Tu MY (ft-kips) Mu Mu MZ MX (ft-kips) (ft-kips) Resultant Moment (ft-kips) phi phi phi phi Pn Vn Tn Mn (kips) (kips) (ft-kips) (ft-kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -24.00 -18.69 0.00 -1,547.61 0.00 1,547.61 3,371.09 1,685.55 5,814.37 2,871.50 0.00 0.00 0.546 6.00 -23.18 -18.38 0.00 -1,454.16 0.00 1,454.16 3,327.37 1,663.68 5,607.31 2,769.24 0.10 -0.19 0.532 10.00 -22.16 -18.07 0.00 -1,362.25 0.00 1,362.25 3,282.11 1,641.05 5,401.19 2,667.44 0.40 -0.38 0.518 16.00 -21.16 -17.77 0.00 -1,271.88 0.00 1,271.88 3,235.32 1,617.66 5,196.19 2,566.20 0.90 -0.57 0.502 20.00 -20.19 -17A7 0.00 -1,183.04 0.00 1,183.04 3,187.00 1,593.50 4,992.50 2,466.61 1.60 -0.76 0.486 25.00 -19.23 -17.17 0.00 -1,095.70 0.00 1,095.70 3,137.14 1,568.57 4,790.29 2,365.74 2.50 -0.95 OA69 30.00 -18.29 -16.87 0.00 -1,009.86 0.00 1,009.86 3,085.76 1,542.88 4,589.75 2,266.70 3.61 -1.14 0.452 35.00 -17.37 -16.56 0.00 -925.51 0.00 925.51 3,032.84 1,516.42 4,391.06 2,168.58 4.91 -1.33 OA33 40.00 -16.47 -16.24 0.00 -842.71 0.00 842.71 2,978.39 1,489.19 4,194.39 2,071A5 6AO -1.52 OAl2 45.00 -15.61 -16.01 0.00 -761.51 0.00 761.51 2,922A11,461.21 3,999.941,975A2 8.10 -1.71 0.391 46.83 -15.29 -15.85 0.00 -732.15 0.00 732.15 2,901.501,450.76 3,929.231,940.50 8.77 -1.77 0.383 50.00 -14.46 -15.66 0.00 -681.96 0.00 681.96 2,864.901,432A5 3,807.891,880.57 9.98 -1.89 0.368 52.00 -13.94 -15A9 0.00 -650.64 0.00 650.64 1,936A1 968.20 2,603A1 1,286.72 10.79 -1.96 0.514 55.00 -13.51 -15.22 0.00 -604.18 0.00 604.18 1,917.98 958.99 2,533.101,251.00 12.06 -2.07 OA90 60.00 -12.82 -14.89 0.00 -528.07 0.00 528.07 1,886.04 943.02 2,416.31 1,193.32 14.34 -2.28 0.450 65.00 -12.16 -14.67 0.00 -463.62 0.00 453.62 1,852.58 926.29 2,300.141,136.95 16.84 -2A8 0.406 66.00 -12.01 -14.22 0.00 -437.79 0.00 437.79 1.845.70 922.85 2,277.00 1,124.52 17.37 -2.52 0.396 70.00 -11.06 -13.31 0.00 -380.90 0.00 380.90 1,817.58 908.79 2,184.781,078.98 19.56 -2.67 0.359 76.00 -10.49 -12.97 0.00 -314.35 0.00 314.35 1,781.04 890.52 2,070AO 1,022A9 22.44 -2.85 0.314 80.00 -6.63 -8.95 0.00 -244.30 0.00 244.30 1,742.98 871A9 1,957.20 966.59 25.51 -3.00 0.257 85.00 -6.19 -8.61 0.00 -199.53 0.00 199.53 1,703.39 851.69 1,845.36 911.35 28.72 -3.14 0.223 90.00 -5.77 -8.27 0.00 -156.47 0.00 156.47 1,662.26 831.13 1,735.03 856.87 32.07 -3.26 0.186 95.00 -5.36 -7.97 0.00 -115.12 0.00 115.12 1,619.60 809.80 1,626.44 803.24 35.54 -3.36 0.147 95.00 -5.36 -7.97 0.00 -115.12 0.00 115.12 913.03 456.52 923.94 456.30 35.54 -3.36 0.258 99.00 -3.18 -5.43 0.00 -83.25 0.00 83.25 899.99 449.99 882.25 435.71 38.38 -3.43 0.195 100.00 -3.13 -5.24 0.00 -77.83 0.00 77.83 896.57 448.29 871.81 430.66 39.10 -3A5 0.184 105.00 -2.89 -4.93 0.00 -51.61 0.00 51.61 878.59 439.29 819.56 404.75 42.76 -3.64 0.131 110.00 -2.64 -4.46 0.00 -26.98 0.00 26.98 859.07 429.63 767.37 378.97 46.50 -3.60 0.074 116.00 -2.41 -4.26 0.00 -4.74 0.00 4.74 838.02 419.01 715A1 353.31 50.29 -3.63 0.016 116.00 -0.14 -0.12 0.00 -OA9 0.00 OA9 833.62 416.81 705.06 348.20 51.05 -3.63 0.002 120.00 0.00 -0.11 0.00 0.00 0.00 0.00 815A3 407.72 663.87 327.86 54.09 -3.63 0.000 Page: 8 Site Number: 82935 Code: ANSIITIA-222-G ©2007-2015byATCIPLLC. 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Site Name: CeeJay WA, WA Engineering Number: 64469122 1217/201511:36:26 AM Customer: T-MOBILE Load Case: 1.2D+ 1.01)i + 1.OWi 30.00 mph with 0.25 in Radial Ice 20 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor: 1.00 Wind Importance Factor :1.00 Dead Load Factor: 1.20 Ice Importance Factor: 1.00 Wind Load Factor: 1.00 Applied Segiment Forces Summa Shaft Forces Seg Dead Bev Wind FX Load (ft) Description (lb) (lb) Discrete Forces Torsion Moment Dead Wind FX MY MZ Load (lb) (lb-ft) (lb-ft) (lb) Linear Forces Dead Wind FX Load (lb) (lb) Wind FX (lb) Sum of Forces Dead Torsion Moment Load MY IMZ (lb) (lb-ft) (ib) 0.00 18.5 0.0 0.0 0.0 18.5 0.0 0.0 0.0 5.00 36.7 1,123.6 0.0 0.0 36.7 1,123.6 0.0 0.0 10.00 35.9 1,109.7 0.0 348.5 35.9 1,458.3 0.0 0.0 15.00 35.1 1,089.5 0.0 351.5 35.1 1,"1.1 0.0 0.0 20.00 34.3 1,067.2 0.0 353.6 34.3 1,420.9 0.0 0.0 25.00 33.5 1,043.9 0.0 355.2 33.5 1,399.1 0.0 0.0 30.00 33.1 1,019.8 0.0 356.6 33.1 1,376.4 0.0 0.0 35.00 33.3 995.3 0.0 357.7 33.3 1,353.0 0.0 0.0 40.00 33.7 970.5 0.0 358.7 33.7 1,329.1 0.0 0.0 45.00 23.2 945.3 0.0 359.6 23.2 1,304.9 0.0 0.0 46.83 Bot - Section 2 17.2 340.6 0.0 132.0 17.2 472.7 0.0 0.0 50.00 17.9 970.9 0.0 228.3 17.9 1,199.2 0.0 0.0 52.00 Top - Section 1 17.3 604.4 0.0 144.4 17.3 748.8 0.0 0.0 55.00 27.7 425.4 0.0 216.7 27.7 642.1 0.0 0.0 60.00 34.4 692.4 0.0 361.8 34.4 1,054.2 0.0 0.0 65.00 20.6 672.5 0.0 362.4 20.6 1,034.9 0.0 0.0 66.00 Appertunance(s) 17.0 132.4 24.5 0.0 98.1 17.9 0.0 72.5 41.6 222.8 0.0 0.0 70.00 Appertunance(s) 30.5 520.6 50.5 0.0 0.0 -971.5 0.0 290.4 81.0 -160.5 0.0 0.0 75.00 33.5 632.3 0.0 249.5 33.5 881.8 0.0 0.0 80.00 Appertunance(s) 33.0 612.0 309.7 0.0 "5.7 5,862.8 0.0 249.7 342.7 6,724.6 0.0 0.0 85.00 32.5 591.7 0.0 134.6 32.5 726.3 0.0 0.0 90.00 31.9 571.3 0.0 134.8 31.9 706.1 0.0 0.0 95.00 Top - Section 2 28.2 550.8 0.0 135.0 28.2 685.9 0.0 0.0 99.00 Appertunance(s) 15.5 308.6 198.5 0.0 -44.8 3,186.2 0.0 108.2 214.0 3,602.9 0.0 0.0 100.00 18.2 75.9 0.0 12.7 18.2 88.6 0.0 0.0 105.00 29.8 369.2 0.0 63.7 29.8 432.9 0.0 0.0 110.00 Appertunance(s) 29.0 354.4 14.5 0.0 0.0 62.3 0.0 63.7 43.5 480.4 0.0 0.0 115.00 17.1 339.6 0.0 60.7 17.1 400.3 0.0 0.0 116.00 Appertunance(s) 13.9 66.4 367.1 0.0 0.0 3,719.6 0.0 12.1 380.9 3,798.1 0.0 0.0 120.00 11.1 258.9 0.0 0.0 11.1 258.9 0.0 0.0 Totals: 1,758.30 36,207.2 0.00 0.00 Page: 9 Site Number: 82935 Site Name: CeeJay WA, WA Customer: T-MOBILE Code: ANSVTIA-222-G Engineering Number: 64469122 © 2007 - 2015 by ATC IP LLC. All rights reserved. 12/7/201511:36:27 AM Load Case: 1.21)+ 1.0I3i + 1.OWi 30.00 mph with 0.25 in Radial Ice 20 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor: 1.00 Wind Importance Factor :1.00 Dead Load Factor: 1.20 Ice Importance Factor: 1.00 Wind Load Factor: 1.00 Calculated Forces Seg Pu Vu Elev FY (-) FX (-) (ft) (kips) (kips) Tu MY (ft-kips) Mu Mu MZ MX (ft-kips) (ft-kips) Resultant Moment (ft-kips) phi phi phi phi Pn Vn Tn Mn (kips) (kips) (ft-kips) (ft-kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -36.21 -1.74 0.00 -146.30 0.00 146.30 3,371.09 1,685.55 5,814.37 2,871.50 0.00 0.00 0.062 5.00 -35.08 -1.72 0.00 -137.68 0.00 137.58 3,327.37 1,663.68 5,607.31 2,769.24 0.01 -0.02 0.060 10.00 -33.62 -1.69 0.00 -128.98 0.00 128.98 3,282.11 1.641.05 5.401.19 2,667A4 0.04 -0.04 0.059 15.00 -32.18 -1.67 0.00 -120.52 0.00 120.52 3,235.32 1,617.66 5,196.19 2,566.20 0.09 -0.05 0.057 20.00 -30.76 4.64 0.00 -112.19 0.00 112.19 3,187.00 1,593.50 4,992.50 2,465.61 0.15 -0.07 0.055 25.00 -29.36 4.61 0.00 -103.98 0.00 103.98 3,137.14 1,568.67 4,790.29 2,365.74 0.24 -0.09 0.053 30.00 -27.98 -1.59 0.00 -95.91 0.00 95.91 3,085.76 1,542.88 4,589.75 2,266.70 0.34 -0.11 0.061 35.00 -26.63 -1.56 0.00 -87.97 0.00 87.97 3,032.84 1,516.42 4,391.06 2,168.58 0.46 -0.13 0.049 40.00 -25.30 -1.53 0.00 -80.17 0.00 80.17 2,978.39 1,489.19 4,194.39 2,071.45 0.61 -0.14 0.047 45.00 -24.00 -1.51 0.00 -72.52 0.00 72.52 2.922A11.461.21 3.999.941,975.42 0.77 -0.16 0.046 46.83 -23.62 -1.49 0.00 -69.75 0.00 69.75 2,901.50 1,450.75 3,929.23 1,940.50 0.83 -0.17 0.044 50.00 -22.32 -1.48 0.00 -65.02 0.00 65.02 2,864.901,432.45 3,807.891,880.57 0.95 -0.18 0.042 52.00 -21.68 -1 A6 0.00 -62.07 0.00 62.07 1,936.41 968.20 2,603A1 1,285.72 1.02 -0.19 0.059 55.00 -20.93 -1A4 0.00 -57.69 0.00 57.69 1,917.98 958.99 2,633.101,251.00 1.14 -0.20 0.057 60.00 -19.88 -1.40 0.00 -50.51 0.00 50.51 1,886.04 943.02 2,416.31 1,193.32 1.36 -0.22 0.053 65.00 -18.84 -1.38 0.00 -43A9 0.00 43.49 1,852.58 926.29 2,300.141,135.95 1.60 -0.24 0.048 66.00 -18.62 -1.34 0.00 -42.01 0.00 42.01 1.845.70 922.85 2.277.00 1.124.62 1.65 -0.24 0.047 70.00 -18.78 -1.27 0.00 -36.63 0.00 36.63 1,817.58 908.79 2,184.781,078.98 1.86 -0.25 0.044 75.00 -17.90 -1.24 0.00 -30.29 0.00 30.29 1,781.04 890.52 2,070AO 1,022A9 2.13 -0.27 0.040 80.00 -11.18 -0.86 0.00 -23.66 0.00 23.66 1,742.98 871.49 1,957.20 966.59 2A2 -0.29 0.031 85.00 -10.45 -0.83 0.00 -19.34 0.00 19.34 1,703.39 851.69 1,845.36 911.35 2.73 -0.30 0.027 90.00 -9.74 -0.80 0.00 -15.19 0.00 15.19 1,662.26 831.13 1,735.03 856.87 3.05 -0.31 0.024 95.00 -9.06 -0.77 0.00 -11.21 0.00 11.21 1,619.60 809.80 1,626A4 803.24 3.38 -0.32 0.020 95.00 -9.06 -0.77 0.00 -11.21 0.00 11.21 913.03 456.52 923.94 456.30 3.38 -0.32 0.034 99.00 -5.46 -0.53 0.00 -8.15 0.00 8.15 899.99 449.99 882.25 435.71 3.65 -0.33 0.025 100.00 -5.37 -0.51 0.00 -7.62 0.00 7.62 896.57 448.29 871.81 430.56 3.72 -0.33 0.024 105.00 -4.93 -0A8 0.00 -5.05 0.00 5.05 878.59 439.29 819.56 404.75 4.07 -0.34 0.018 110.00 -4.45 -OA4 0.00 -2.65 0.00 2.65 859.07 429.53 767.37 378.97 4.43 -0.34 0.012 116.00 -4.05 -0A2 0.00 -0.47 0.00 OA7 838.02 419.01 715.41 353.31 4.79 -0.35 0.006 116.00 -0.26 -0.01 0.00 -0.05 0.00 0.05 833.62 416.81 705.06 348.20 4.86 -0.35 0.000 120.00 0.00 -0.01 0.00 0.00 0.00 0.00 815.43 407.72 663.87 327.86 5.15 -0.35 0.000 Page: 10 Site Number: 82935 Code: ANSVTIA-222-G 0 2007 -2015 byATC IP LLC. All rights reserved. Site Name: CeeJay WA, WA Engineering Number: 64469122 12171201511:36:27 AM Customer: T-MOBILE Load Case: 1.OD+ 1.OW 60.00 mph Serviceability 21 Iterations Gist Response Factor: 1.10 Wind Importance Factor :1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Applied Se ment Forces Summa Shaft Forces Discrete Forces Linear Forces Sum of Forces Sag Dead Torsion Moment Dead Dead Dead Torsion Moment Bev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (lb) (Ib) (Ib) (lb-ft) (lb-ft) (lb) (Ib) (lb) (lb) (Ib) (lb-ft) (lb) 0.00 60.7 0.0 5.00 120.0 849.5 10.00 117.2 830.0 15.00 114.4 810.4 20.00 111.7 790.9 25.00 108.9 771.4 30.00 107.4 751.8 35.00 108.0 732.3 40.00 109.2 712.7 45.00 75.0 693.2 46.83 Bot - Section 2 56.6 249.3 50.00 57.9 749.1 52.00 Top - Section 1 56.0 466.0 55.00 89.3 298.7 60.00 111.2 486.1 65.00 66.4 471.4 66.00 Appertunance(s) 54.9 92.5 89.9 0.0 359.6 28.0 70.00 Appertunance(s) 98.1 364.2 182.6 0.0 0.0 503.3 75.00 107.7 442.1 80.00 Appertunance(s) 106.1 427.5 1,086.5 0.0 1,620.0 3,878.1 85.00 104.2 412.8 90.00 102.1 398.1 95.00 Top - Section 2 90.1 383.5 99.00 Appertunance(s) 49.4 198.3 700.3 0.0 -155.6 2,312.1 100.00 57.9 48.6 105.00 94.9 237.1 110.00 Appertunance(s) 92.1 227.3 52.8 0.0 0.0 26.5 115.00 64.3 217.6 116.00 Appertunance(s) 43.9 42.3 1,197.2 0.0 0.0 2,749.0 120.00 35.0 165.4 Page: 11 0.0 0.0 60.7 0.0 0.0 0.0 0.0 0.0 120.0 849.5 0.0 0.0 0.0 235.9 117.2 1,065.9 0.0 0.0 0.0 235.9 114.4 1,046.4 0.0 0.0 0.0 235.9 111.7 1,026.8 0.0 0.0 0.0 235.9 108.9 1,007.3 0.0 0.0 0.0 235.9 107.4 987.8 0.0 0.0 0.0 235.9 108.0 968.2 0.0 0.0 0.0 235.9 109.2 948.7 0.0 0.0 0.0 235.9 75.0 929.1 0.0 0.0 0.0 86.5 55.6 335.8 0.0 0.0 0.0 149.4 57.9 898.5 0.0 0.0 0.0 94.4 56.0 560.4 0.0 0.0 0.0 141.6 89.3 "0.2 0.0 0.0 0.0 235.9 111.2 722.0 0.0 0.0 0.0 235.9 66.4 707.3 0.0 0.0 0.0 47.2 144.8 167.7 0.0 0.0 0.0 188.8 280.7 1,056.3 0.0 0.0 0.0 174.3 107.7 616.4 0.0 0.0 0.0 174.3 1,192.6 4,479.8 0.0 0.0 0.0 78.1 104.2 490.9 0.0 0.0 0.0 78.1 102.1 476.3 0.0 0.0 0.0 78.1 90.1 461.6 0.0 0.0 0.0 62.5 749.7 2,572.9 0.0 0.0 0.0 10.6 57.9 59.2 0.0 0.0 0.0 53.1 94.9 290.2 0.0 0.0 0.0 53.1 144.9 306.9 0.0 0.0 0.0 50.5 54.3 268.1 0.0 0.0 0.0 10.1 1,241.1 2,801.4 0.0 0.0 0.0 0.0 35.0 165.4 0.0 0.0 Totals: 5,868.94 26,707.3 0.00 0.00 Site Number: 82935 Site Name: CeeJay WA, WA Customer: T-MOBILE Code: ANSVTIA-222-G Engineering Number: 64469122 © 2007 - 2015 by ATC lP LLC All rights reserved. 12171201511:36:29 AM Load Case: 1.OD+ 1.OW 60.00 mph Serviceability 21 Iterations Gust Response Factor: 1.10 Wind Importance Factor :1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Forces Seg Pu Vu Elev FY(-) FX(-) (ft) (kips) (kips) Tu MY (ft-kips) Mu Mu MZ MX (ft-kips) (ft-kips) Resultant Moment (ft-kips) phi phi phi phi Pn Vn Tn Mn (kips) (kips) (ft-kips) (ft-kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -26.70 -5.82 0.00 -483.69 0.00 483.69 3,371.09 1,685.56 5,814.37 2,871.50 0.00 0.00 0.176 5.00 -25.85 -5.73 0.00 -454.58 0.00 454.58 3,327.371,663.68 5,607.31 2,769.24 0.03 -0.06 0.172 10.00 -24.78 -5.63 0.00 -425.94 0.00 425.94 3,282.11 1,641.05 5,401.19 2,667A4 0.13 -0.12 0.167 15.00 -23.73 -5.54 0.00 -397.77 0.00 397.77 3,235.32 1,617.66 5,196.19 2,566.20 0.28 -0.18 0.162 20.00 -22.69 -5.45 0.00 -370.06 0.00 370.06 3,187.00 1,593.50 4,992.50 2,465.61 0.50 -0.24 0.167 25.00 -21.68 -5.36 0.00 -342.80 0.00 342.80 3,137.14 1,568.57 4,790.29 2,365.74 0.78 -0.30 0.162 30.00 -20.69 -5.27 0.00 -316.01 0.00 316.01 3,085.76 1,542.88 4,589.75 2,266.70 1.13 -0.36 0.146 35.00 -19.72 -5.17 0.00 -289.57 0.00 289.67 3,032.84 1,516.42 4,391.06 2,168.58 1.53 -0A2 0.140 40.00 -18.76 -5.08 0.00 -263.80 0.00 263.80 2,978.39 1,489.19 4,194.39 2,071A5 2.00 -0A8 0.134 45.00 -17.83 -5.01 0.00 -238.41 0.00 238A1 2,922A11,461.21 3,999.941,975.42 2.53 -0.53 0.127 46.83 -17.49 -4.96 0.00 -229.24 0.00 229.24 2,901.501,450.75 3,929.231,940.50 2.74 -0.56 0.124 50.00 -16.59 -4.90 0.00 -213.55 0.00 213.55 2,864.901,432.45 3,807.891,880.57 3.12 -0.59 0.119 52.00 -16.03 -4.84 0.00 -203.75 0.00 203.75 1,936A1 968.20 2,603A1 1,285.72 3.37 -0.61 0.167 55.00 -15.59 -4.76 0.00 -189.22 0.00 189.22 1,917.98 958.99 2,533.101,251.00 3.77 -0.65 0.159 60.00 -14.86 -4.66 0.00 -165.41 0.00 165.41 1,886.04 943.02 2,416.31 1,193.32 4A9 -0.71 0.147 65.00 -14.15 -4.59 0.00 -142.11 0.00 142.11 1,852.58 926.29 2,300.141,135.95 5.27 -0.78 0.133 66.00 -13.98 -4A5 0.00 -137.16 0.00 137.16 1.845.70 922.85 2,277.001,124.52 5A3 -0.79 0.130 70.00 -12.93 -4.17 0.00 -119.34 0.00 119.34 1,817.58 908.79 2,184.781,078.98 6.12 -0.84 0.118 75.00 -12.31 -4.06 0.00 -98.49 0.00 98A9 1,781.04 890.52 2,070.401,022A9 7.02 -0.89 0.103 80.00 -7.85 -2.81 0.00 -76.56 0.00 76.56 1,742.98 871 A9 1,957.20 966.59 7.98 -0.94 0.084 85.00 -7.36 -2.70 0.00 -62.53 0.00 62.53 1,703.39 851.69 1,845.35 911.35 8.99 -0.98 0.073 90.00 -6.88 -2.59 0.00 -49.04 0.00 49.04 1,662.26 831.13 1,735.03 856.87 10.04 -1.02 0.061 95.00 -6.42 -2.50 0.00 -36.08 0.00 36.08 1,619.60 809.80 1,626.44 803.24 11.12 -1.05 0.049 95.00 -6.42 -2.50 0.00 -36.08 0.00 36.08 913.03 456.52 923.94 456.30 11.12 -1.05 0.086 99.00 -3.86 -1.70 0.00 -26.09 0.00 26.09 899.99 449.99 882.25 435.71 12.01 -1.07 0.064 100.00 -3.80 -1.64 0.00 -24.39 0.00 24.39 896.57 448.29 871.81 430.56 12.24 -1.08 0.061 105.00 -3.51 -1.54 0.00 -16.18 0.00 16.18 878.59 439.29 819.56 404.75 13.39 -1.11 0.044 110.00 -3.21 -1.39 0.00 -8A6 0.00 8A6 859.07 429.53 767.37 378.97 14.56 -1.13 0.026 115.00 -2.94 -1.33 0.00 -1.49 0.00 1.49 838.02 419.01 715A1 363.31 15.74 -1.14 0.008 116.00 -0.16 -0.04 0.00 -0.15 0.00 0.15 833.62 416.81 705.06 348.20 15.98 -1.14 0.001 120.00 0.00 -0.03 0.00 0.00 0.00 0.00 815.43 407.72 663.87 327.86 16.93 -1.14 0.000 Page: 12 Site Number: 82936 Code: ANSWrIA-222-G ©2007-2015byATCIPLLC. Alinghtsieserved. Site Name: Cee.lay WA, WA Engineering Number: 64469122 12f71201511:36:29 AM Customer: T-MOBII-E Equivalent Lateral Forces Method Analysis (Based on ASCE7-10 Chapters 11, 12, 15) Spectral Response Acceleration for Short Period (Ss): 1.28 Spectral Response Acceleration at 1.0 Second Period (S,): 0.49 Long -Period Transition Period (Td: 6 Importance Factor (I E): 1.00 Site Coefficient F,: 1.00 Site Coeffieclent F,,: 1.51 Response Modification Coefficient (R): 1.50 Design Spectral Response Acceleration at Short Period (Sds): 0.86 Design Spectral Response Acceleration at 1.0 Second Period (Shc): 0.50 Seismic Response Coefficient (Cs): 0.18 Upper Limit Cs 0.18 Lower Limit Cs 0.04 Period based on Rayleigh Method (sec): 1.86 Redundancy Factor (p): 1.30 Salemic Force Distribution Exponent (k): 1.68 Total Unfactored Dead Load: 26.71 k Seism is Base Shear (E): 6.15 k Page: 13 Site Number: 82935 Code: ANSVTIA-222-G 02007-2015byATCIPLLC. All tights reserved. Site Name: CeeJay WA, WA Engineering Number: 64469122 12/7/201511:36:29 AM Customer: T-MOBILE Equivalent Modal Forces Analysis (Based on ASCE7-10 Chapters 11, 12 & 15 and ANSUTIA-G, section 2.7) Spectral Response Acceleration for Short Period (Ss): 1.28 Spectral Response Acceleration at 1.0 Second Period (S,): 0.49 Importance Factor 00: 1.00 Site Coefficient Fa: 1.00 Site Coefficient F„ 1.51 Response Modification Coefficient (R): 1.50 Design Spectral Response Acceleration at Short Period (Sds): 0.86 Dosing Spectral Response Acceleration at 1.0 Second Period (Shc ): 0.50 Period Based on Rayleigh Method (sec): 1.86 Redundancy Factor (p): 1.30 Load Case 1.2D + 1.0E ELFM Dead Load with Seismic Equivalent Lateral Forces Method Segment Height Above Base (ft) Weight (lb) a b c Saz Horizontal Force (lb) Vertical Force (lb) 29 118.00 165 1.828 1.667 1.025 1.490 214 121 28 115.50 52 1.751 1.325 0.895 1.285 58 38 27 112.50 268 1.661 0.980 0.756 1.058 246 195 26 107.50 280 1.517 0.543 0.563 0.727 177 204 25 102.50 290 1.379 0.245 0.410 0.455 114 211 24 99.50 59 1.299 0.120 0.336 0.319 16 43 23 97.00 261 1.235 0.040 0.282 0.222 50 190 22 92.50 462 1.123 -0.056 0.201 0.082 33 336 21 87.50 476 1.005 -0.109 0.134 -0.021 -9 347 20 82.50 491 0.893 -0.122 0.085 -0.072 -31 358 19 77.50 602 0.788 -0.110 0.051 -0.076 -39 438 18 72.50 616 0.690 -0.084 0.028 -0.042 -23 449 17 68.00 553 0.607 -0.055 0.015 0.008 4 403 16 65.50 140 0.563 -0.039 0.011 0.039 5 102 15 62.50 707 0.513 -0.021 0.008 0.076 47 515 14 57.50 722 0.434 0.007 0.006 0.131 82 526 13 53.50 "0 0.376 0.026 0.007 0.164 63 321 12 51.00 560 0.341 0.035 0.009 0.179 87 408 11 48.42 899 0.308 0.044 0.012 0.191 149 655 10 45.92 336 0.277 0.050 0.014 0.198 58 245 9 42.50 929 0.237 0.057 0.019 0.203 163 677 8 37.50 949 0.186 0.065 0.025 0.202 166 691 7 32.50 968 0.139 0.069 0.032 0.197 165 706 6 27.50 988 0.099 0.071 0.037 0.189 162 720 5 22.50 1,007 0.066 0.072 0.041 0.181 158 734 4 17.50 1,027 0.040 0.070 0.042 0.171 152 748 3 12.50 1,046 0.021 0.064 0.038 0.155 141 762 2 7.50 1,066 0.007 0.050 0.029 0.124 114 777 1 2.50 849 0.001 0.022 0.012 0.058 43 619 Clearcomm CCDP-565-1 116.00 14 1.766 1.389 0.920 1.325 16 10 GPS 116.00 10 1.766 1.389 0.920 1.325 11 7 Raycap RxxDC-3315-PF 116.00 32 1.766 1.389 0.920 1.325 37 23 Ericsson RRUS-12 190 116.00 360 1.766 1.389 0.920 1.325 413 262 Antel BXA-80090/8CF 116.00 69 1.766 1.389 0.920 1.325 79 50 Page: 14 Site Number: 82935 Site Name: CeeJay WA, WA Customer: T-MOBILE Code: ANSVTIA-222-G Engineering Number: 64469122 ©2007-2015byATCIPLLC. A# tights ieserved. 1217/201511.36:29 AM Antel WWX063X19x00 116.00 192 1.766 1.389 0.920 1.325 220 140 Antel BXA-70063-8CF- 116.00 72 1.766 1.389 0.920 1.325 83 52 Flat Platform w/ Han 116.00 2,000 1.766 1.389 0.920 1.325 2,296 1,457 RFS SB2-107BC 110.00 26 1.588 0.742 0.654 0.885 20 19 Andrew ETW20OVS12UB 99.00 33 1.286 0.102 0.324 0.298 9 24 Nokia FRLB 99.00 178 1.286 0.102 0.324 0.298 46 130 Nokia FRIG w/o Solar 99.00 162 1.286 0.102 0.324 0.298 42 118 Raycap ASU9338TYP01 99.00 15 1.286 0.102 0.324 0.298 4 11 Nokia FXFB 99.00 110 1.286 0.102 0.324 0.298 29 80 Andrew TMZXXX-6516- 99.00 115 1.286 0.102 0.324 0.298 30 84 Andrew SBNHH-1D65C 99.00 198 1.286 0.102 0.324 0.298 51 1" Round Low Profile PI 99.00 1,500 1.286 0.102 0.324 0.298 388 1,093 Kathreln 860-10025 80.00 13 0.840 -0.118 0.066 -0.079 -1 10 Powerwave TT19- 80.00 96 0.840 -0.118 0.066 -0.079 -7 70 Raycap DC6-48-60-18- 80.00 66 0.840 -0.118 0.066 -0.079 -4 48 Alcatel -Lucent RRH 2 80.00 129 0.840 -0.118 0.066 -0.079 -9 94 Alcatel -Lucent RRH2O 80.00 159 0.840 -0.118 0.066 -0.079 -11 116 Alcatel -Lucent RRH2x 80.00 159 0.840 -0.118 0.066 -0.079 -11 116 Lucent 9442 AWS 80.00 129 0.840 -0.118 0.066 -0.079 -9 94 Alcatel -Lucent RRH4X 80.00 210 0.840 -0.118 0.066 -0.079 A4 153 KathreIn 742 264 / A 80.00 73 0.840 -0.118 0.066 -0.079 -5 53 Powerwave 7580.00/77 80.00 33 0.840 -0.118 0.066 -0.079 -2 24 Kathreln 800 10764 80.00 122 0.840 -0.118 0.066 -0.079 -8 89 Commscope SBNHH- 80.00 198 0.840 -0.118 0.066 -0.079 -14 1" Alcatel -Lucent 3JR52 80.00 491 0.840 -0.118 0.066 -0.079 -34 358 Round Platform w/ Ha 80.00 2,000 0.840 -0.118 0.066 -0.079 -137 1,457 Trimble Acutime 2000 70.00 1 0.643 -0.068 0.020 -0.016 0 1 BTS 70.00 20 0.643 -0.068 0.020 -0.016 0 15 Huawel DBS3900 WIMAX 70.00 132 0.643 -0.068 0.020 -0.016 -2 96 Stand Off 70.00 225 0.643 -0.068 0.020 -0.016 -3 164 Kathrein 84010054 70.00 105 0.643 -0.068 0.020 -0.016 -1 77 24" x 24" Junction B 70.00 20 0.643 -0.068 0.020 -0.016 0 15 Andrew Microwaves 66.00 28 0.572 -0.043 0.012 0.032 1 20 26,707 61.680 15.592 16.786 20.590 6,065 19,461 Load Case 1.213 + 1.0E EMAM Dead Load with Seismic Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (lb) a b c Saz (lb) (lb) 29 118.00 165 1.828 1.667 1.026 1.490 214 121 28 115.50 52 1.751 1.325 0.895 1.285 58 38 27 112.50 268 1.661 0.980 0.756 1.058 246 195 26 107.50 280 1.517 0.543 0.563 0.727 177 204 25 102.50 290 1.379 0.245 0.410 0.455 114 211 24 99.50 59 1.299 0.120 0.336 0.319 16 43 23 97.00 261 1.235 0.040 0.282 0.222 50 190 22 92.50 462 1.123 -0.056 0.201 0.082 33 336 21 87.50 476 1.005 -0.109 0.134 -0.021 -9 347 20 82.50 491 0.893 -0.122 0.085 -0.072 -31 358 19 77.50 602 0.788 -0.110 0.051 -0.076 -39 438 18 72.50 616 0.690 -0.084 0.028 -0.042 -23 449 17 68.00 553 0.607 -0.065 0.015 0.008 4 403 16 65.50 140 0.563 -0.039 0.011 0.039 5 102 15 62.60 707 0.513 -0.021 0.008 0.076 47 515 14 57.50 722 0.434 0.007 0.006 0.131 82 526 13 53.50 "0 0.376 0.026 0.007 0.164 63 321 12 51.00 560 0.341 0.035 0.009 0.179 87 408 11 48.42 899 0.308 0.044 0.012 0.191 149 655 10 45.92 336 0.277 0.050 0.014 0.198 58 245 9 42.50 929 0.237 0.057 0.019 0.203 163 677 Page: 15 Site Number: 82936 Site Name: CeeJay WA, WA Customer: T-MOBILE Code: ANSUTIA-222-G Engineering Number: 64469122 ©2007-2015byATCIPLLC. Alinghtsieseived. 12R1201511:36:29 AM 8 37.50 949 0.185 0.065 0.025 0.202 166 691 7 32.50 968 0.139 0.069 0.032 0.197 165 706 6 27.50 988 0.099 0.071 0.037 0.189 162 720 5 22.50 1,007 0.066 0.072 0.041 0.181 158 734 4 17.50 1,027 0.040 0.070 0.042 0.171 152 748 3 12.50 1,046 0.021 0.064 0.038 0.155 141 762 2 7.50 1,066 0.007 0.050 0.029 0.124 114 777 1 2.50 849 0.001 0.022 0.012 0.058 43 619 Clearcomm CCDP-565-1 116.00 14 1.766 1.389 0.920 1.325 16 10 GPS 116.00 10 1.766 1.389 0.920 1.325 11 7 Raycap RxxDC-3315-PF 116.00 32 1.766 1.389 0.920 1.325 37 23 Ericsson RRUS-12 190 116.00 360 1.766 1.389 0.920 1.325 413 262 Antel BXA-8009018CF 116.00 69 1.766 1.389 0.920 1.325 79 50 Ante WWX063X19x00 116.00 192 1.766 1.389 0.920 1.325 220 140 Antel BXA-70063-8CF- 116.00 72 1.766 1.389 0.920 1.325 83 52 Flat Platform w/ Han 116.00 2,000 1.766 1.389 0.920 1.325 2,296 1,457 RFS SB2-107BC 110.00 26 1.588 0.742 0.654 0.885 20 19 Andrew ETW200VS12UB 99.00 33 1.286 0.102 0.324 0.298 9 24 Nokia FRLB 99.00 178 1.286 0.102 0.324 0.298 46 130 Nokia FRIG w/o Solar 99.00 162 1.286 0.102 0.324 0.298 42 118 Raycap ASU9338TYP01 99.00 15 1.286 0.102 0.324 0.298 4 11 Nokia FXFB 99.00 110 1.286 0.102 0.324 0.298 29 80 Andrew TMZXXX-6516- 99.00 115 1.286 0.102 0.324 0.298 30 84 Andrew SBNHH-1D65C 99.00 198 1.286 0.102 0.324 0.298 51 1" Round Low Profile PI 99.00 1,500 1.286 0.102 0.324 0.298 388 1,093 Kathreln 860-10025 80.00 13 0.840 -0.118 0.066 -0.079 -1 10 Powerwave TT19- 80.00 96 0.840 -0.118 0.066 -0.079 -7 70 Raycap DC6-48-60-18- 80.00 66 0.840 -0.118 0.066 -0.079 .4 48 Alcatel -Lucent RRH 2 80.00 129 0.840 -0.118 0.066 -0.079 -9 94 Alcatel -Lucent RRH2O 80.00 159 0.840 -0.118 0.066 -0.079 -11 116 Alcatel -Lucent RRH2x 80.00 159 0.840 -0.118 0.066 -0.079 -11 116 Lucent 9442 AWS 80.00 129 0.840 -0.118 0.066 -0.079 -9 94 Alcatel -Lucent RRH4X 80.00 210 0.840 -0.118 0.066 -0.079 -14 153 KathreIn 742 264 / A 80.00 73 0.840 -0.118 0.066 -0.079 -5 53 Powerwave 7580.00177 80.00 33 0.840 -0.118 0.066 -0.079 -2 24 Kathreln 80010764 80.00 122 0.840 -0.118 0.066 -0.079 -8 89 Commscope SBNHH- 80.00 198 0.840 -0.118 0.066 -0.079 -14 144 Alcatel -Lucent 3JR52 80.00 491 0.840 -0.118 0.066 -0.079 -34 358 Round Platform w/ Ha 80.00 2,000 0.840 -0.118 0.066 -0.079 -137 1,457 Trimble Acutime 2000 70.00 1 0.643 -0.068 0.020 -0.016 0 1 BTS 70.00 20 0.643 -0.068 0.020 -0.016 0 15 Huawei DBS3900 WIMAX 70.00 132 0.643 -0.068 0.020 -0.016 -2 96 Stand Off 70.00 225 0.643 -0.068 0.020 -0.016 -3 164 Kathrein 84010054 70.00 105 0.643 -0.068 0.020 -0.016 -1 77 24" x 24" Junction B 70.00 20 0.643 -0.068 0.020 -0.016 0 15 Andrew Microwaves 66.00 28 0.572 -0.043 0.012 0.032 1 20 26,707 61.580 15.592 16.786 20.590 6,065 19,461 Load Case 0.9D + 1.0E ELFM Dead Load with Seismic (Reduced DL) Equivalent Lateral Force Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (lb) a b c Saz (lb) (lb) 29 118.00 165 1.828 1.667 1.025 1.490 214 121 28 115.50 52 1.751 1.325 0.895 1.285 58 38 27 112.50 268 1.661 0.980 0.756 1.058 246 195 26 107.50 280 1.517 0.543 0.563 0.727 177 204 25 102.50 290 1.379 0.245 0.410 0.455 114 211 24 99.50 59 1.299 0.120 0.336 0.319 16 43 23 97.00 261 1.236 0.040 0.282 0.222 50 190 22 92.50 462 1.123 -0.056 0.201 0.082 33 336 Page: 16 Site Number: 82935 Site Name: CeeJay WA, WA Customer: T-MOBILE Code: ANSI/TIA-222-G ©2007-2015byATCIPLLC. Alinghtsreserved. Engineering Number: 64469122 12/71201511:36:29 AM 21 87.50 476 1.005 -0.109 0.134 -0.021 -9 347 20 82.50 491 0.893 -0.122 0.085 -0.072 -31 358 19 77.50 602 0.788 -0.110 0.051 -0.076 -39 438 18 72.50 616 0.690 -0.084 0.028 -0.042 -23 449 17 68.00 553 0.607 -0.055 0.015 0.008 4 403 16 65.50 140 0.563 -0.039 0.011 0.039 5 102 15 62.50 707 0.513 -0.021 0.008 0.076 47 515 14 57.50 722 0.434 0.007 0.006 0.131 82 526 13 53.50 "0 0.376 0.026 0.007 0.164 63 321 12 51.00 560 0.341 0.035 0.009 0.179 87 408 11 48.42 899 0.308 0.044 0.012 0.191 149 655 10 45.92 336 0.277 0.050 0.014 0.198 58 245 9 42.50 929 0.237 0.057 0.019 0.203 163 677 8 37.50 949 0.185 0.065 0.025 0.202 166 691 7 32.50 968 0.139 0.069 0.032 0.197 165 706 6 27.50 988 0.099 0.071 0.037 0.189 162 720 5 22.50 1,007 0.066 0.072 0.041 0.181 158 734 4 17.50 1,027 0.040 0.070 0.042 0.171 152 748 3 12.50 1,046 0.021 0.064 0.038 0.155 141 762 2 7.50 1,066 0.007 0.050 0.029 0.124 114 777 1 2.50 849 0.001 0.022 0.012 0.058 43 619 Clearcomm CCDP-565-1 116.00 14 1.766 1.389 0.920 1.325 16 10 GPS 116.00 10 1.766 1.389 0.920 1.325 11 7 Raycap RxxDC-3315-PF 116.00 32 1.766 1.389 0.920 1.325 37 23 Ericsson RRUS-12 190 116.00 360 1.766 1.389 0.920 1.325 413 262 Antel BXA-8009O/8CF 116.00 69 1.766 1.389 0.920 1.325 79 50 Antel WWX063X19x00 116.00 192 1.766 1.389 0.920 1.325 220 140 Antel BXA-70063-8CF- 116.00 72 1.766 1.389 0.920 1.325 83 52 Flat Platform wl Han 116.00 2,000 1.766 1.389 0.920 1.325 2,296 1,457 RFS SB2-107BC 110.00 26 1.588 0.742 0.664 0.885 20 19 Andrew ETW200VS12UB 99.00 33 1.286 0.102 0.324 0.298 9 24 Nokia FRLB 99.00 178 1.286 0.102 0.324 0.298 46 130 Nokia FRIG w/o Solar 99.00 162 1.286 0.102 0.324 0.298 42 118 Raycap ASU9338TYPOI 99.00 15 1.286 0.102 0.324 0.298 4 11 Nokia FXFB 99.00 110 1.286 0.102 0.324 0.298 29 80 Andrew TMZXXX-6516- 99.00 115 1.286 0.102 0.324 0.298 30 84 Andrew SBNHH-1D65C 99.00 198 1.286 0.102 0.324 0.298 51 144 Round Low Profile PI 99.00 1,500 1.286 0.102 0.324 0.298 388 1,093 Kathrein 860-10025 80.00 13 0.840 -0.118 0.066 -0.079 -1 10 Powerwave TT19- 80.00 96 0.840 -0.118 0.066 -0.079 -7 70 Raycap DC6-48-60-18- 80.00 66 0.840 -0.118 0.066 -0.079 -4 48 Alcatel -Lucent RRH 2 80.00 129 0.840 -0.118 0.066 -0.079 -9 94 Alcatel -Lucent RRH2O 80.00 159 0.840 -0.118 0.066 -0.079 -11 116 Alcatel -Lucent RRH2x 80.00 159 0.840 -0.118 0.066 -0.079 -11 116 Lucent 9442 AWS 80.00 129 0.840 -0.118 0.066 -0.079 -9 94 Alcatel -Lucent RRH4X 80.00 210 0.840 -0.118 0.066 -0.079 -14 153 KathreIn 742 264 / A 80.00 73 0.840 -0.118 0.066 -0.079 -5 53 Pow a rw ave 7580.00177 80.00 33 0.840 -0.118 0.066 -0.079 -2 24 Kathrein 800 10764 80.00 122 0.840 -0.118 0.066 -0.079 -8 89 Commscope SBNHH- 80.00 198 0.840 -0.118 0.066 -0.079 -14 144 Alcatel -Lucent 3JR52 80.00 491 0.840 -0.118 0.066 -0.079 .34 358 Round Platform wl Ha 80.00 2,000 0.840 -0.118 0.066 -0.079 -137 1,457 Trimble Acutlma 2000 70.00 1 0.643 -0.068 0.020 -0.016 0 1 BTS 70.00 20 0.643 -0.068 0.020 -0.016 0 15 Huawel DBS3900 WiMAX 70.00 132 0.643 -0.068 0.020 -0.016 -2 96 Stand Off 70.00 225 0.643 -0.068 0.020 -0.016 -3 164 Kathrein 84010054 70.00 105 0.643 -0.068 0.020 -0.016 -1 77 24" x 24" Junction B 70.00 20 0.643 -0.068 0.020 -0.016 0 15 Andrew Microwaves 66.00 28 0.572 -0.043 0.012 0.032 1 20 26,707 61.580 15.592 16.786 20.590 6,066 19,461 Page: 17 Site Number: 82936 Site Name: CeeJay WA, WA Customer: T-MOBILE Code: ANSVTIA-222-G ©2007-2015byATCIPLLC. Alinghlsreserved. Engineering Number: 64469122 1217/201511:36:29 AM Load Case 0.91) + 1.0E EMAM Dead Load with Seismic (Reduced DL) Equivalent Modal Analysi Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (lb) a b c Saz (lb) (lb) 29 118.00 165 1.828 1.667 1.025 1.490 214 121 28 115.50 52 1.751 1.325 0.895 1.285 58 38 27 112.50 268 1.661 0.980 0.756 1.058 246 195 26 107.50 280 1.517 0.543 0.563 0.727 177 204 25 102.50 290 1.379 0.245 0.410 0.455 114 211 24 99.50 59 1.299 0.120 0.336 0.319 16 43 23 97.00 261 1.235 0.040 0.282 0.222 50 190 22 92.50 462 1.123 -0.056 0.201 0.082 33 336 21 87.50 476 1.005 -0.109 0.134 -0.021 -9 347 20 82.50 491 0.893 -0.122 0.085 -0.072 -31 358 19 77.50 602 0.788 -0.110 0.051 -0.076 -39 438 18 72.50 616 0.690 -0.084 0.028 -0.042 -23 449 17 68.00 553 0.607 -0.055 0.015 0.008 4 403 16 65.50 140 0.563 -0.039 0.011 0.039 5 102 15 62.50 707 0.513 -0.021 0.008 0.076 47 515 14 57.50 722 0.434 0.007 0.006 0.131 82 526 13 53.50 440 0.376 0.026 0.007 0.164 63 321 12 51.00 560 0.341 0.035 0.009 0.179 87 408 11 48.42 899 0.308 0.0" 0.012 0.191 149 655 10 45.92 336 0.277 0.050 0.014 0.198 58 245 9 42.50 929 0.237 0.057 0.019 0.203 163 677 8 37.50 949 0.185 0.065 0.025 0.202 166 691 7 32.50 968 0.139 0.069 0.032 0.197 165 706 6 27.50 988 0.099 0.071 0.037 0.189 162 720 5 22.50 1,007 0.066 0.072 0.041 0.181 158 734 4 17.50 1,027 0.040 0.070 0.042 0.171 152 748 3 12.50 1,046 0.021 0.064 0.038 0.155 141 762 2 7.50 1,066 0.007 0.050 0.029 0.124 114 777 1 2.50 849 0.001 0.022 0.012 0.058 43 619 Clearcomm CCDP-565-1 116.00 14 1.766 1.389 0.920 1.325 16 10 GPS 116.00 10 1.766 1.389 0.920 1.325 11 7 Raycap RxxDC-3315-PF 116.00 32 1.766 1.389 0.920 1.325 37 23 Ericsson RRUS-12 190 116.00 360 1.766 1.389 0.920 1.325 413 262 Antel BXA-8009018CF 116.00 69 1.766 1.389 0.920 1.325 79 50 Antel WWX063X19x00 116.00 192 1.766 1.389 0.920 1.325 220 140 Antel BXA-70063-8CF- 116.00 72 1.766 1.389 0.920 1.325 83 52 Flat Platform wl Han 116.00 2,000 1.766 1.389 0.920 1.325 2,296 1,457 RFS SB2-107BC 110.00 26 1.588 0.742 0.654 0.885 20 19 Andrew ETW200VS12UB 99.00 33 1.286 0.102 0.324 0.298 9 24 Nokia FRLB 99.00 178 1.286 0.102 0.324 0.298 46 130 Nokia FRIG w/o Solar 99.00 162 1.286 0.102 0.324 0.298 42 118 Raycap ASU9338TYP01 99.00 15 1.286 0.102 0.324 0.298 4 11 Nokia FXFB 99.00 110 1.286 0.102 0.324 0.298 29 80 Andrew TMZXXX-6516- 99.00 115 1.286 0.102 0.324 0.298 30 84 Andrew SBNHH-1D65C 99.00 198 1.286 0.102 0.324 0.298 51 144 Round Low Profile PI 99.00 1,500 1.286 0.102 0.324 0.298 388 1,093 Kathreln 860-10025 80.00 13 0.840 -0.118 0.066 -0.079 -1 10 Powerwave TT19- 80.00 96 0.840 -0.118 0.066 -0.079 -7 70 Raycap DC6-48-60-18- 80.00 66 0.840 -0.118 0.066 -0.079 -4 48 Alcatel -Lucent RRH 2 80.00 129 0.840 -0.118 0.066 -0.079 -9 94 Alcatel -Lucent RRH20 80.00 159 0.840 -0.118 0.066 -0.079 -11 116 Alcatel -Lucent RRH2x 80.00 159 0.840 -0.118 0.066 -0.079 -11 116 Lucent 9442 AWS 80.00 129 0.840 -0.118 0.066 -0.079 -9 94 Alcatel -Lucent RRH4X 80.00 210 0.840 -0.118 0.066 -0.079 -14 153 Kathrein 742 264 / A 80.00 73 0.840 -0.118 0.066 -0.079 -5 53 Powerwave 7580.00177 80.00 33 0.840 -0.118 0.066 -0.079 -2 24 Page: 18 Site Number: 82935 Code: ANSVTIA-222-G ©2007-2015byATC1PLLC. Allrtghtsieserved. Site Name: CeeJay WA, WA Engineering Number: 64469122 12171201511:36:29 AM Customer: T-MOBILE Kathrein 80010764 80.00 122 0.840 -0.118 0.066 -0.079 -8 89 Commscope SBNHH- 80.00 198 0.840 -0.118 0.066 -0.079 -14 1" Alcatel -Lucent 3JR52 80.00 491 0.840 -0.118 0.066 -0.079 -U 358 Round Platform wl Ha 80.00 2,000 0.840 -0.118 0.066 -0.079 -137 1,457 Trimble Acutlm9 2000 70.00 1 0.643 -0.068 0.020 -0.016 0 1 BTS 70.00 20 0.643 -0.068 0.020 -0.016 0 15 Huawel DBS3900 WIMAX 70.00 132 0.643 -0.068 0.020 -0.016 -2 96 Stand Off 70.00 225 0.643 -0.068 0.020 -0.016 -3 164 Kathrein 84010054 70.00 105 0.643 -0.068 0.020 -0.016 -1 77 24" x 24" Junction B 70.00 20 0.643 -0.068 0.020 -0.016 0 15 Andrew Microwaves 66.00 28 0.572 -0.043 0.012 0.032 1 20 26,707 61.580 15.592 16.786 20.590 6,065 19,461 Page: 19 Site Number: 82935 Code: ANSVTIA-222-G ©2007-2015byATCIPLLC. AlIdghtstese►ved. Site Name: Cee.lay WA, WA Engineering Number: 64469122 1217/201511:36:29 AM Customer: T-MOBILE Anaiysis Summary Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Elev Interaction Load Case (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft) Ratio 1.213 + 1.6W 19.50 0.00 32.01 0.00 0.00 1596.64 0.00 0.67 0.91D+1.6W 18.69 0.00 24.00 0.00 0.00 1547.61 0.00 0.56 1.21D+1.013i+1.OWi 1.74 0.00 36.21 0.00 0.00 146.30 0.00 0.06 1.21D + 1.0E ELFM 6.17 0.00 35A6 0.00 0.00 567.13 0.00 0.21 1.21D + 1.0E EMAM 6.04 0.00 35AS 0.00 0.00 574.99 52.00 0.24 0.91D+ 1.0E ELFM 6.16 0.00 18.84 0.00 0.00 566.00 0.00 0.20 0.91D + 1.0E EMAM 6.03 0.00 18.84 0.00 0.00 562.77 52.00 0.22 1.01D + 1.OW 5.82 0.00 26.70 0.00 0.00 483.69 0.00 0.18 Page: 20 Plate Type Baseplate 2 Pole Diameter 42.2 Pole Thickness 0.375 d Plate Diameter 56.19 Plate Thickness 2.625 - Plate Fy 60 Weld Length 0.375 m OS Kesistance """"1-0-27-M Applied 300.34 # 0 d c w U) # '12 Bolt Circle 50.19 (R)adial / (S)quare R Diameter 2.25 B Hole Diameter 2.625 m° Type A615-75 Fy 75 Fu 100 ............................ 0, Resistance 259.82 Applied 130.16 # 0 • c d E d . c .S o: # 0 O 0 m w in n in in ksi in k-in k-in Code Rev. Moment 1596.E F-ft Axial .k Date 12/7/2015 Engineer ATE Site # 82953 Carrier T-M+Dbile n ❑M Plate Stress Ratio: 0.29 (Pass) Bolt Stress Ratio: 0.50 1 (Pass) -01 T Plate Type Pole Diameter A Pole Thickness d Plate Diameter Plate Thickness LL Plate Fy U) Weld Length 00 �s Resistance Applied Flange @ 95•0 ft Code Rev. F--G--1 Date 12/7/2015 24.695 in Engineer ATE 0.1875 in Site # 82953 36 in Moment 118.8 k-f# Carrier T-Mobile 1.5 in Axial 7.3 k 50 ksi 0.1875 in Required Flange Thickness: 216.14 k-in 0.63 in OK 37.77 k-in 0 # 8 Bolt Circle 30 (R)adial/(S)quare R Diameter 1.5 2 Hole Diameter 1.5625 $ Type A325 Fy 92 Fu 120 Os Resistance 126.47 .Applied 22.43 # 0 • c d E m 0 c o: # 0 0 0 m V X W n in in ksi ksi k � �-O C*7 •❑ Plate Stress Ratio: 0.17 (Pass) Bolt Stress Ratio: 0.18 (Pass) K-Mm T • •Mobiie n SITE INFORMATION TOWER OWNER: AMERICAN TOWER 10 PRESIDENTIAL WAY WOBURN. MA 01801 SITE ADDRESS: 2101 S. 3247H ST. FEDERAL WAY. WA 98003 COUNTY: KING LATITUDE 47 18'18.85' N '47-10523') LONGITUDE 122' 18' 08.28" W (-122.3023W) GROUND ELEVATION: 398.4' AMSL OCCUPANCY TYPE: UNMANNED ZONING JURISDICTION: CITY OF FEDERAL WAY ZONING CODE: RM36W PARCEL NUMBER: 1821049037 POWER PROVIDER: PUGET SOUND ELECTRIC TELCO PROVIDER: CENTURYLINK I CONTACT INFORMATION I AAE SERVICES: POWDER RIVER DEVELOPMENT SERVICES, I.I.C. 219 S. WOODDALE AME. EAGLE: ID 83616 CONTACT: JASON BROWN PHONE: 208.938.8844 EMAIL- jcson.brown0powdeniverdev.com ENGINEERING: POWDER RIVER DEVELOPMENT SERVICES. I.I.C. 219 S. WOODDALE AVE. EAGLE. ID 53616 CONTACT RICHARD A BOELTER, PE PHONE 208.938.8844 EMAIL- richard.boslterOpowderriverdev.com APPLICANT: T—MOBLE WEST LLC 8960 NE ALDERWOOD RD. PORTLAND. OR 97220 CONTACT MATTHEW TAUNTON PHONE: 510.393.4189 EMAIL- maHhew.tcuntonOt—mobile.com APPLICANT; AMERICAN TOWER 10 PRESIDENTIAL WAY WOBURN. MA 01801 CONTACT: JENNWER EVENSON PHONE 206.427.6880 EMAIL jennifer ewnsonOamwk= t0wer.ccm ATC ASSET #: 82935 SITE NAME: KITTS CORNER ATC SITE NUMBER: SE04018A FILE NAME: SE04018A KITTS CORNER ATC_1-700 OVERLAY FCD_REV 1011416 LOCATION: 2101 S. 324TH ST., FEDERAL WAY, WA 98003 120' MONOPOLE TOWER L700 OVERLAY APPROVED PLANNING City of Federal Way Dept. of Community Development Permit # '` DRIVING DIRECTIONS 1 DRECrKM FROM SEATT E—TACOMA INTERNATIONAL AIRPORT: DEPART UAL SERVICE DRIVE TOWARD AIR CARGO ROAD (0.3MI). TURN LEFT ONTO AIR CARGO ROAD (0.2MI). TURN RICHT ONTO SOUTH 170TH STREET (0.2MI). TURN RIGHT ONTO WA-99 SOUTH/INTERNATIONAL BOULEVARD (1.9MI). TURN LEFT ONTO SOUTH 2OM STREET �O.4MI . TAKE RAMP RIGHT FOR 1--5 SOUTH (7.3MI). AT E)QT 143. TAKE RAMP RIGHT FOR SOUTH 320TH STREET TOWARD FEDERAL WAY 0.314ITURN RIGHT ONTO SOUTH 320TH STREET (0.2M1). TURN LEFT ONTO 23RD AVENUE SOUTH (O.2MI). ROAD NAME CHANGES TO SOUTH 324TH STREET (O.IMI). TURN LEFT ONTO PEBBLE BEACH CIRCLE (148M AT ROUNDABOUT. TAKE 47H ExIT ONTO MERION WAY (0.3MI). TURN RIGHT ONTO BURNING TREE BOULEVARD (0.1MI). TURN RIGHT ONTO OAKLAND HILLS BOULEVARD (O.2MI). ARRIVE AT OAKLAND HILLS BOULEVARD ON THE LEFT IN THE MOBILE PARK. 9 6/6 M 31b'a 31180W-1- N8Vd 8OW138 apej.Bdn auuaiily , _:133ro8d �aaa�S_,II}tiZ� S 106ZSS32�aab' 00-00179Z006-96 ' # ilVY83d DO NOT SCALE DRAWINGS 'RAPTOR SHALL VERIFY ALL PLANS do EXISTING DIMENSIOW l0Q) 14�sHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH R BE RESPONSIBLE FOR SAME AdOO 311S 5 ' C�� Of Federal jfgs,Cy Building Division f��0e-ED FOR CONS�UC ju DRAWING INDEX SHEET NO. DESCRIPTION REV T-1 TITLE SHEET 1 GN-1 GENERAL NOTES 0 ON-2 GENERAL NOTES 0 C-1 SITE PLAN 0 C-2 ELEVATIONS 0 C-3 ANTENNA PLANS 0 C-3.1 RFDS do CABLE SPECIFICATIONS 0 C-4 ANTENNA MOUNT DETAILS 0 E-1 ELECTRICAL DETAILS 0 E-2 GROUNDING PLANS 0 I SCOPE OF WORK I CONSTRUCTION MODIFICATION OF AN UNMANNED T—MOBLE CELL SITE. INSTALL (1) FBBC IN EDKIST1NG FSMF. REMOVE (3) TMZXXX-6516—A3M ANTENNAS AND INSTALL (3) SBNHH-1D55C PANEL ANTENNAS AND (3) FRLB UNITS ON EXISTING TOWER. T - •Mobile F'J3 AMERICAN TOW ER° POWDER RIVER Developmerd Services. LLC wY1w.PMe*8rdev.0= LICENSE % 3004 REVISIONS al DATEAw p6SCRIPII[1N Rff 1 01/14/10 REVISIONS (T 01/04/1e 100a C-MW--T*N e 12/31/1s r-;) rrn1 O= xx A 12/07/j0ISSUE jMR 9QX ANY 152 �Sr�NAL� IMP AXI KYcG�Tur 6w-2 90EK6 9 �.Y— IlS }l1.O[L iNC r+eo.ler;is �CII ■KJI pKS WR E E15Fvrttr SITE INFORMATION T-MOBILE #: SE04018A ATC #: 82935 2101 S. 324TH ST. FEDERAL WAY, WA 98003 ED SHEET TITLE: TITLE SHEET SHEET NUMBER: Jag 110 k ilk GENERAL NOTES 1. THE CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE ALL ITEMS DEFINED IN THE CONTRACT DOCUMENTS, THE CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED 70. THE FOLLOWING: THE CONTRACT, SPECIFICATIONS AND CONSTRUCTION DRAWINGS. 2. ALL EQUIPMENT SUPPLIED BY THE OWNER SHALL BE PICKED UP BY THE CONTRACTOR AT THE APPROPRIATE WAREHOUSE 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL WORK. 4. THE CONTRACTOR SWILL PROVIDE ON -SITE SUPERVISION AT ALL TIMES WHILE THE WORK IS BEING PERFORMED AND SHALL DIRECT ALL WORK, USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 5. THE CONTRACTOR SHALL VISIT THE JOB SITE TO REVIEW THE SCOPE OF WORK AND EXISTING JOB SITE CONDITIONS INCLUDING, BUT NOT LIMITED TO, MECHANICAL. ELECTRICAL SERVICE AND OVERALL COORDINATION. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING HIS BID. ANY DISCREPANCIES, CONFLICTS OR OMISSIONS, ETC., SHALL BE REPORTED TO THE T-MOBILE CONSTRUCTION SUPERVISOR BEFORE PROCEEDING WITH THE WORK. 6. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING CONSTRUCTION, STRUCTURE, LANDSCAPING OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF THE TENANT. BUILDING OWNER OR OWNER'S REPRESENTATIVE AT THE OF THE CONTRACTOR TO LOCATE ALL HEREON OR NOT, AND TO PROTECT IR SHALL BEAR ALL EXPENSES FOR S OR OTHER PROPERTY DAMAGED IN S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED. 9. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOI Er FACILITIES AS REQUIRED BY THE CITY OR GOVERNING AGENCY. 10. THE CONTRACTOR AND ALL SUBORDINATE CONTRACTORS SHALL COMPLY WITH ALL LOCAL AND STATE REGULATIONS. III. THE CONTRACTOR SHALL OBTAIN AND PAY FOR PERMITS, LICENSES AND INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE THOSE IN THE COST OF THE WORK TO T-MOBIE, 12. FIGURED DIMENSIONS HAVE PRECEDENCE OVER DRAWING SCALE. AND DETAE DRAWINGS HAVE PRECEDENCE OVER SMALL DRAWINGS. CHECK ACCURACY OF ALL DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY NOTED, DO NOT FABRICATE ANY MATERIALS OFF SITE. NOR DO ANY CONSTRUCTION UNTIL THE ACCURACY OF DRAWING DIMENSIONS HAVE BEEN VERIFIED AGAINST ACTUAL FIELD DIMENSIONS. 13. THE CONTRACTOR SHALL NOTIFY THE T-MOBILE CONSTRUCTION SUPERVISOR OF ANY CONFLICTS OR DISCREPANCIES IN THE CONTRACT DOCUMENTS OR FIELD CONDITIONS PRIOR TO EXECUTING THE WORK IN QUESTION. 14. THE CONTRACTOR SHALL NOTIFY THE T-MOBILE CONSTRUCTION SUPERVISOR IF DETAILS ARE CONSIDERED UNSOUND, UNSAFE, NOT WATERPROOF, OR NOT WITHIN CUSTOMARY TRADE PRACTICE. IF WORK IS PERFORMED. IT WILL THE ASSUMED THAT THERE IS NO OBJECTION TO THE DETAIL DETAILS ARE INTENDED TO SHOW THE END RESULT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS, AND SHALL BE INCLUDED AS PART OF THE WORK. 15. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE T-MOBILE CONSTRUCTION SUPERVISOR SO THAT MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK. 16. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS OUESDONS REGARDING THEIR EXACT MEANING. THE T-MOBILE CONSTRUCTION SUPERVISOR SHALL BE NOTIFIED FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 17. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING. HANGERS OR OTHER SUPPORT FOR ALL OTHER ITEMS REQUIRING THE SAME 18. CITY APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT SAME INFORMATION. AT ALL TIMES THESE ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. 19. DESIGN DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL BE FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION CONDITIONS WILL PERMIT. ANY ERROR, OMISSION, OR DESIGN DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE T -MOBILE CONSTRUCTION SUPERVISOR FOR CLARIFICATION OR CORRECTION BEFORE CONSTRUCTION. 20. AS-BUILTS REQUIREMENTS: DO NOT USE RECORD DOCUMENTS FOR CONSTRUCTION PURPOSES. PROTECT RECORD DOCUMENTS FROM DETERIORATION AND LOSS IN A SECURE, FIRE-RESISTANT LOCATION. PROVIDE ACCESS TO RECORD DOCUMENTS FOR THE T-MOBILE CONSTRUCTION SUPERVISOR'S REFERENCE DURING NORMAL WORKING HOURS. MAINTAIN A CLEAN, UNDAMAGED SET OF BLUE OR BLACK LINE PRINTS OF CONTRACT DRAWINGS AND SHOP DRAWINGS. MARK THE SET TO SHOW THE ACTUAL INSTALLATION WHERE THE INSTALLATION VARIES SUBSTANTIALLY FROM THE WORK AS ORIGINALLY SHOWN. MARK WHICH DRAWINGS IS MOST CAPABLE OF SHOWING CONDITIONS FULLY AND ACCURATELY. WHERE SHOP DRAWINGS ARE USED, RECORD A CROSS-REFERENCE AT THE CORRESPONDING LOCATION ON THE CONTRACT DRAWINGS. GIVE PARTICULAR ATTENTION TO CONCEALED ELEMENTS THAT WOULD BE DIFFICULT TO MEASURE AND RECORD AT A LATER DATE. MARK RECORD SETS WITH RED ERASABLE PENCIL USE OTHER COLORS TO DISTINGUISH BETWEEN VARIATIONS IN SEPARATE CATEGORIES OF THE WORK. MARK NEW INFORMATION THAT IS IMPORTANT TO THE OWNER BUT WAS NOT SHOWN ON THE CONTRACT DRAWINGS, DETAILS OR SHOP DRAWINGS. NOTE RELATED CHANGE ORDER NUMBERS WHERE APPLICABLE NOTE RELATED RECORD DRAWING INFORMATION AND PRODUCT DATA UPON COMPLETION OF THE WORK. SUBMIT ONE (1) COMPLETE SET OF RECORD DOCUMENTS TO THE T-MOBILE CONSTRUCTION SUPERVISOR FOR THE OWNER'S RECORDS. GENERAL NOTES PART 1: GENERAL 1.1 SCOPE CLEARING, GRUBBING. STRIPPING. EROSION CONTROL SURVEY, LAYOUT, SUB GRADE PREPARATION, FINISH GRADING AND SECURITY FENCE, AS REQUIRED BY CONSTRUCTION DRAWINGS AND DETAIL DRAWINGS. 1.2 REFERENCES A DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIAL SPECIFICATIONS FOR THE STATE IN WHICH THE PROJECT IS LOCATED. B. ASTM (AMERIGW SOCIETY FOR TESTING AND MATERUAI 5 C. OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION 0_ AASHTO AM IGAN ASSOCIATION OF STATE HIGHWAY TRANSPORTATION OFFICIALS) 1.3 INSPECTION AND TESTING A. FIELD TESTING OF EARTHWORK, AGGREGATE BASE COURSE. COMPACTION. AND CONCRETE TESTING SHALL BE PERFORMED BY THE CONTRACTOR'S INDEPENDENT TESTING B. ALL WORK SHALL BE INSPECTED AND RELEASED BY THE T-MOBILE CONSTRUCTION SUPERVISOR WHO SHALL CARRY OUT THE GENERAL INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO PROPER PERFORMANCE OF THE WORK AS SPECIFIED AND/OR CALLM FOR ON THE DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF THE WORK INACCESSIBLE OR DIFFICULT TO INSPECT. 1.4 SITE MAINTENANCE ARID PROTECTION A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF THE WORK UNTIL COMPLETION OF THE CONTRACT. B. CONTACT THE ONE -CALL UTILITY LOCATION SERVICE PRIOR TO ANY EXCAVATING ACTIVITIES TO HAVE LOCATIONS OF UNDERGROUND UTILITIES VERIFIED. C. AVOID DAMAGE TO THE SITE INCLUDING EXISTING FACILITIES, STRUCTURES, TREES AND SHRUBS DESIGNATED TO REMAIN. TAKE PROTECTNE MEASURES TO PREVENT EXISTING FACSIMILES THAT ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK. D. KEEP SITE FREE OF ALL PONDING WATER. E. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH THE DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIAL SPECIFICATIONS FOR THE STATE IN WHICH THE PROJECT IS LOCATED. F. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIOI4ALS AND SIMILAR DEVICES NECESSARY TO PROTECT LIFE AND PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK. PART I• PRODUCTS 2.1 SUITABLE BACK FILL EXCAVATED INORGANIC MATERIAL, COHESIVE AND NON -COHESIVE MATERIALS, INCLUDING GRAVEL, SAND, INORGANIC LEAN CLAY. GRAVEL SILT. GRAVEL CLAY, SAND CLAY. SAND SILT OR SILT CLAY MATERIAL FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN 3ANCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL OR FILL MATERIAL AS DETERMINED BY THE T-MOBILE CONSTRUCTION SUPERVISOR AND GEOTECHNICAL ENGINEER. 2.2 UNSUITABLE MATERIALS: TOP SOIL. HIGH AND MODERATELY PLASTIC SILTS AND CLAY, MATEWAL. CONTAINING REFUSE. FROZEN LUMPS, DE)AOUSHEA TIINMINOUS MATERIAL, VEGETATNE MATTER, WOOD. STONES IN EXCESS OF 3-INCHES IN ANY DIMENSION AND DEBRIS AS DETERMINED BY THE CONSTRUCTION SUPERVISOR AND T -MOBILE GEOTECHNICAL ENGINEER. TYPICALLY. THESE WILL BE SOILS CLASSIFIED AS PT. MN, CH. CH, ML DR OL- 2.3 GEOTEXEILE FABRIC: MIRAFI 50OX OR APPROVED EOUNALENT 2.4 PLASTIC MARKING TAPE: SHALL BE ACID- AND ALKAU-RESISTANT POLYETHYLENE FIUA. SPECIFICALLY MANUFACTURED FOR MARKING AND LOCATING UNDERGROUND UTILITIES. a -INCHES WIDE WITH A MINIMUM THICKNESS OF 0.004-»INCH. TAPE SHALL. HAVE MINIMUM STRENGTH OF 1500 PSI IN BOTH DIRECTIONS AND MANUFACTURED WITH INTEGRAL WIRES,FIDIL BACKING OR OTHER MEANS TO ENABLE DETECTION BY A METAL DETECTOR WHEN BURIED UP TO 3 FEET DEEP. THE METALLIC CORE OF THE TAPE SHALL 13E ENCASED IN A PROTECTIVE JACKET OR PROVIDED WITH OTHER MEANS TO PROTECT IT FROM CORROSION. TAPE COLOR SHALL BE RED FOR ELECTRIC UTILITIES AND ORANGE FOR TELECOMMUNICATION UTILITIES. 2.5 SECURITY FENCE A, PROVIDE AND INSTALL THE GALVANIZED FENCE WITH ASSOCIATED POSTS. RAILS, BRACES, FABRIC. TERMINAL POST. CATES, DROP BAR AND BARBED WIRE USE APPUCABLE PROVISIONS OF ASTM FOR MATERIALS, B. FABRIC SHALL BE HEAVY GALVANIZED CHAIN LINK FENCE, CONFORMING TO ASTM A302 2-INCH MESH 9 GAUGE WIRE (0,148 INCHES IN DIAMETER) WITH THE TOP AND BOTTOM SELVAGES TWISTED AND BARBED. C. POSTS 1. LINE POST FOR FABRIC UP TO 8 FEET HIGH SHALL BE 2-3/8 INCH 0.0. 2, END CORNER, PULL POST AND GATE POST SHALL BE 2--7/8 INCH O.D. ALL POSTS SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE IN ACCORDANCE WITH ASTM.I A 12D. A570 AND AA523. FOR FENCE OVER 8 FEET HIGH, SIZE POST ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. D. TOP RAILS SHALL CONFORM TO 1-1/4 INCH (1.65 INCH O.D.). SCHEDULE 40 GALVANIZED STEEL PIPE IN ACCORDANCE WITH ASTM4 A120. E. TENSION WIRE SHALL BE 7 CAUCE U.S. STEEL WIRE GALVANIZED IN ACCORDANCE WITH ASTM A116. COATING CLASS II.F. BRACE BANDS _ 1/0 INCH BY 7%8 IINNCHOGALLVANIZED MELSIWITH GALVANIZED STEEL CARRM)EOBOLTS AND NUTS IN ACCORDANCE WITH ASTM4 A123. TENSION BARS SHALL BE 1/4 INCH BY 3/4 INCH GALVANIZED STEEL BAR IN ACCORDANCE WITH ASTM A153. G. FABRIC TIES SHALL BE CLASS I GALVANIZED STEEL WIRE NO LESS THAN 9 GAUGE H. POST TOPS SHALL BE PRESSED STEEL OR MALLEABLE IRON AND SHAD. BE CALVANIZED PER ASTM A15J. I. BARBED WIRE SHALL. CONSIST OF DOUBLE STRANDED 12 1 /2 GAUGE WIRE ASTM A121, CLASS 3 WITH 4-POINT BARBS SPACED 5 INCHES APART. THE TOP 1 FOOT OF THE FENCE SHALL CONSIST OF 3 STRANDS OF BARBED WIRE ATTACHED TO 45 DEGREE ANGLE. HEAVY --PRESSED ARMS CAPABLE OF WITHSTANDING WITHOUT FAILURE 250 POUNDS DOWNWARD PULL AT THE OUTERMOST ENO OF THE ARM J. GATE "TERMS, SUCH AS FABRIC. BOLTS. NUTS. TENSION BARS AND BARBED WIRE SHALL BE CONSISTENT WITH FENCE MATERIALS. PART II: EXECUTION 3.1 GENERAL A. BEFORE STARTING GENERAL. SITE PREPARATION ACTIVITIES. INSTALL EROSION AND SEDIMENT CONTROL MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE WELL, DRAINED AT ALL TIMES. B. PERFORM ALL SURVEY. LAYOUT, S"AXING AND MARKING TO ESTABUSH AND MAINTAIN ALL. UNES. GRADES. ELEVArkiNS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK. C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE AND ONLY THE IMMEDIATE SURROUNDINGS NECESSARY TO COMPLETE THE WORK. REMOVE TREES. BRUSH, STUMPS. RUBBISH AND OTHER DEBRIS AND VEGEiATOON RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE SITE AREA TO BE CLEARED AND GRUBBED. I. REMOVE THE FOLLOWING MATERIALS TO A DEATH OF NO LESS THAN 12-INCHES BELOW THE ORIGINAL GROUND SURFACE: ROOTS, STUMPS AND OTHER DEBRIS, BRUSH AND REFUSE EMBEDDED IN OR PROTRUDING THROUGH THE GROUND SURFACE. RAKE. DISK OR PLOW THE AREA TO A DEPTH OF NO LESS THAN 6-INCHES, AND REMOVE UP TQ A DEPTH OF 12-INCHES All ROOTS AND OTHER DEBRIS THEREBY EXPOSED, 2. REMOVE TOPSOIL MATERIALS COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LANCER MEETS THE DEFINITION Of TOPSOIL AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER EXCAVATED MATERIALS. TOPSOIL SHALL BE STOCKPIL,EO SEPARAMY FOR REUSE. AS DIRECTED BY THE CONSTRUCTION SUPERVISOR. 3. EXCEPT WHERE EXCAVATION TO GREATER DEPTHS IS INDICATED. FILL DEPRESSIONS RESULTING FROM CLEARING, GRUBBING AND DEMOLITION COMPLETELY WITH SUITABLE FILL D. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL All DEBRIS RESULTING FROM CLEARING AND GRUBBING OPERATIONS. BURNING IS NOT PERMITTED. E PRIOR TO EXCAVATING. THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED M VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS. AND ASCERTAIN 7HE EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE. CULVERT. STREAM CROSSING OR OTHER ITEM NOT SHOWN THAT MIGHT AFFECT OR INTERFERE WTrH1 THE NEW CONSTRUCTION. NOTTFY THE T-MOBILE CONSTRUCTION SUPERVISOR OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHIENT OF THE WORK AS INDICATED ON THE BRAWINGS. F_ SEPARATE AND STOCKPILE All EXCAVATED MATERIALS SUITABLE FOR BACK FILL, ALL EXCESS EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF IN AN AREA DESIGNATED BY THE T-MORLE CONSTRUCTION SUPERVISOR. (UNSUITAM MATERIAL MAY BE REOLRRED TO BE REMOVED FROM THE SITE.) 3.2 STRUCTURAL EXCAVATION A FOUNDATION EXCAVATIONS SHALL BE CUT TO FIRM MATERIAL HAVING A SAFE BEARING VALUE OF =0 PSF AND SHALL BE FREE OF ALL LOOSE AND WET MATERIALS. IF THE BOTTOM OF THE EXCAVATION IS NOT FIRM AND STABLE, OVER -EXCAVATE AN ADOFFK]NN. 12 INCHES, COMPACT SUB -GRADE AND FILL WITH 12 INCHES OF SELECT STRUCTURAL. FILL B. AFTER EXCAVATION, THE EXPOSED SOILS SHALL BE INSPECTED AND TESTED AND ANY UNSUITABLE DEPOSITS REMOVED AS DIRECTED TO REACH SUITABLE BEARING SOIL ALL. OVER -EXCAVATED AREAS SHALL BE BACK FILLED WITH SELECT STRUCTURAL FILL OR WITH LEAN CONCRETE FILL TO THE ELEVATION OF THE BOTTOM OF FOOTING OR FOUNDATION AS INDICATE] ON THE DRAWINGS. C. PRIOR TO PLACEMENT OF CONC. FOUNDATIONS, THE SURFACE ON WHICH THE CONCRETE IS TO BE PLACED SHALL. BE COMPACTED TO A MINIMUM OF 95% OF THE MODIFIED PROCTOR DENSITY BY THE MODIFIED PROCTOR TEST. ASTM4 D1557, D. No FOUNDATIONS OR STRUCTURES SHALL BE CONSTRUCTED UNTIL THE BASE MATERIALS HAVE BEEN INSPECTED 13Y THE 7 MOBILE CONSTRUCTION SUPERVISOR, 3.3 STRUCTURAL FILL A9 COMPACTED FILL SHALE. BE PLACED IN LAYERS NOT EXCEEDING A LOOSE THICKNESS AND COMPACTED TO A MINTIVIUM DENSITY OF 95% OF THE MODIFIED PROCTOR DENSITY OBTAINED IN ACCORDANCE WITH ASTM4 D-1557. 3.4 BACK FILL AS SOON AS PRACTICAL AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTURE. INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR CYST -IN --PLACE CONCRETE, BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO RESTORE THE REQUIRED FINISH GRADE I. PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL HAVE BEEN REMOVED AND THE EXCAVATION CLEANED OF ALL TRASH. OES41S AND UNSUITABLE MATERIALS. 2. BACK FILL BY PLACING AND COMPACTING SUITABLE BACKFlLL MATERIAL OR SELECT GRANULAR BACKFILL MATERIAL. WHEN REQUIRED. IN UNIFORM HORIZONTAL LAYERS OF NO GREATER THAN 8-INCH LOOSE THICKNESS. WHERE HIND -OPERATED COMPACTORS ARE USED. THE LAWLAS SHALL BE PLACED IN LIFTS NOT TO EXCEED FOUR INCHES IN LOOSE 3. WHENEVER THE DENSITY TFST5 INDICATE THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED DEDNSFTY. THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE SPECIFICATION REGULRE7.ENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE GEDTECHNICAL ENGINEER, THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION RS NECESSARY - SUCH AS DISKING AND DRYING, ADDING WATER OR INCREASING THE COMPACRVE EFFORT. B. THOROUGHLY COMPACT EACH LAYER OF BACKRILL TO A MINIMUM OF 00% OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE MODIFIED PROCTOR TEST C. DD NOT PLACE UNTIL THE CONCRETE WAS CURED FOR AT LEAST 7 DAYS OR COMPRESSIVE STREfVI m TESTS INDICATE THAT THE CONCRETE HAS ACHIEVED MORE THAN BOX OF ITS SnCIFIED 25 DAY OOMPRESSTVE STRENGTH. 3.5 TRENCH EXCAVATION A. UTILITY TRENCHES SHALL DE EXCAVATED TO THE LINES AND OWES SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE T-MOBILE CONSTRUCTION SUPERVISOR. PROVIDE SHORING, SHEETING AND BRACING AS REGUDNED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WAILS, B. THE TRENCH WIDTH EXTENDS A MINµiUM OF 6 INCHES BEYOND EACH OUTSIDE EDGE OF THE CONDUIT 09 OUTERMOST CONDUIT, WHICHEVER IS APPUCABLE. C. WHEN SOFT. YIELDINC OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE EJNCOUNMRED AT THE REQUIRED TRENCH BOTTOM ELEVATOON, OVER -EXCAVATE THE TRENCH TO A DEPTH OF NO 1E55 THAN 12 INCHES BELOW THE REQUIRED ELEVATION AND BACKILL WITH GRANULAR BEDDING MATERIAL 3.6 TRENCH BACK FILL A PROVIDE GRANUAR BEDDING 40ATVMAL IN ACCORDANCE WITH THE SPECIFICATIONS, DRAWINGS AND THE UTILITY REQUIREMENTS, B. NOTIFY THE T-MOBLE CONSTRUCTION SUPERVISOR 24 HOURS IN ADVANCE OF BACK FINING C. CONDUCT UTILITY CHECK TESTS BEFORE BACK FILLING BACK FILL AND COMPACT TRENCH BEFORE ACCEPTANCE TESTING. D. PUCE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN B-INCH UNCOMPACTEI) LIFTS UNTIL 12 INCHES OVER THE CONDUITS. SOUDLY RAM AND TAMP BACKFlLL INTO SPACES AROUND THE CONDUITS. E. PROTECT CONDUIT FROM LATERAL. MOVEMENT. OAmACE FROM IMPACT OR UNBALANCED LOADING. f. ABOVE THE CONDUT EMBEDMENT ZONE. PLACE AND COMPACT SATISFACTORY BACKFILL MATERIAL IN 9-INCH HA wupA LOOSE THICKNESS UFTS TO RESTORE THE REQUIRED FINISHED SURFACE GRADE G. COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THE EXISTING UN01SIURBM MATERIAL IMMEDNTELY ADJACENT TO THE TRENCH BUT NO LESS THAN A WNWUM OF OSX OF THE MAXIMUM DRY DENSITY AS PROVIDED THY THE MODIFIED PROCTOR TEST, ASTM D1557 3.7 AGGREGATE ACCESS ROAD AND SITE A. CLEAR. GRUB, STRIP AND EXCAVATE FOR THE ACCESS ROQ AND TOWER COMPOUND TO THE UNES AND GRADES NOMATED ON THE DRAWINGS. SCARIFY TO A DEPTH OF d INCHES AND PROOF -ROLL ALL HOLES. RUTS, SOFT PLACES AND OTHER ➢EFEM SHALL BE CORRECTED. B. THE ENTIRE SUS GRADE SHALL BE COMPACTED TO NOT LESS THGN 95:2:01' THE MAXIMUM DRY DENSITY AS PROVIDED BY THE MDOWIEO PROCTOR TEST, ASTU D 1557. C. AFTER PREPARATION OF THE SUB GRADE 15 COMPLETED, THE X.'rrOTEXTFLE FABRIC SHALL BE INSTALLED To THE UNITS INDICATED ON THE DRAWINGS BY ROLLANC THE FABRIC OUT LONGITUDINALLY ALONG THE ROADWAY OR SLTt:. THE FABRIC SHALL NOT BE DRAGGED ACROSS THE. SUB GRADE PLACE THE ENTIRE ROLL IN A SINGLE OPERATION. ROLUNG THE MATERIAL AS SMDOTKLY AS POSSOLL I. OVERLAPS PARALLEL TO THE ROADWAY AND SITE WELL. BE PERMITTED AT THE CENTMLINE AND AT LOCATIONS BEYOND THE ROADWAY OR SVE SURFACE WROTH (LE. WITHIN THE SHOULDER WIDTH) ONLY. NO LONGDUDNAL OVERLAPS SHALL BE LOCATED BETWEEN THE CENTERUNE AND THE SHOULDER. PARALLEL OVERLAP'S SHALL BE A MINIMUM OF 3 FEET WIDE 2. TRANSVERSE (PERPENDICULAR TO THE ROADWAY) OVERLAPS AT THE ENO OF A ROLL SHALL OVERLAP IN THE DIRECTION OF THE AGGREGATE PLM:EMENT (PREVIOUS ROLL ON TOP) AND SHALL HAVE A M€NMUM LENGTH OF 3 FEET. 3. ALL OVERLAPS SHAU_ BE PINNED WITH STAPLES OR NAILS BETWEEN 10 AND 12 INCHES LONG TO INSURE STABLE POSITIDLMNG DURING PLACEMENT OF AGGREGATE PIN LONGITUDINAL SEAMS AT 25-FOOT CENTERS AND TRANSVERSE SEAMS EVERY 5 FEET 04 CENT£R. 0, THE AGGREGATE SLAB BASF. BASE AND SURFACE COURSES SHALL BE CONSTRUCTED IN LAYERS NOT MORE THAN 4 INCHES (COMPACTED) THICKNESS. AGGREGATE TO BE PLACED ON GEOTEXTILE FABRIC SRALL. BE END -DUMPED ON THE FABRIC FROM THE FREE END OF THE FABRIC OR OVER PREVIOUSLY PLACED AGGREGATE AT NO TIME SKIALL M91PAPiENT. EITHER DUMPING THE AGGREGATE OR GRADING THE AGGREGATE" BE PERMITTED ON THE RGAOWAY OR COMPOUND WITH LESS THIN 8 INCHES OF MATERIAL COVERING THE FABRIC. E THE AGGREGATE SUB BASE AND WE SHALL BE IM1.ECIATELY COMPACTED TO NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE MODIFIED PROCTOR TEST, ASTIA4 0 1557, 3.8 FINISH GRADING A PSWORM ALL FINISHED GRADING TO PROVIDE SMOOTH. EVEN SURFACE AND SUBSURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LLMRS OF CONSTRUCTION. GRADING SHALL BE COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY AND STRUCTURES, B. UTILIZE SATISFACTORY FLL MATERIALS RESULTING FROM THE EXCAVATION WORK IN THE CONMUCTIW OF FL.LS. EMBANKMENTS AND FOR THE REPLACEMENT OF REMOVED UNSUITABLE MATrcR C. REPAIR All ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE OF THIS WORK TO THEIR ORIGINAL CONDITION. 3.9 SECURITY FENCE A THE BOTTOM OF THE FENCE SHALL BE 2 INCHES BELOW THE TOP DF THE COMPOUND GRAVEL IF THE SITE CROSSES FEATURES SUCH AS DRA AGE DITCHES, ETC.. THE FENCE SHALL SPAN THE DEPRESSION. CLOSE THE SPACE BELOW THE BOTTOM OF THE FENCE WITH EXTRA FENCE FABRIC OR BARBED WIRE AS DIREOTED BY THE T-MO81LE CONSTRUCTION SUPERVISOR, PRIOR TO PLACING COMPONENTS SUCH AS FABRIC. TBALS, TENSION WIRE AND GATES, ENSURE THAT THE CONCRETE POST FOUNDATION HAS REACHM AT LEAST 75% OF ITS DESIGN STRENGTH OR HAS CURED A MINIMUM OF 7 DRAYS AFTER SETTING THE POST, B. FURNISH GATES WITH NECESSARY FITTINGS AND HARDWARE. HINGES SHALL ALLOW SWING GATES TO SAYING 180 DECREES. PLUNGER BARS SHALL HAVE TOP. BOTTOM AND MIDDLE LOCKING POINTS WITH THE MIDDLE POINT ARRANGED FOR PADLOCKING. GATES SHALL HAVE KEEPERS ON EACH LEAF THAT ENGAGE AUTOMATICALLY WHEN THE GAYE IS SWUNG OPEN. REPAIR GALVANIZED COATING DAMAGED IN THE FIELD WITH METHODS AND TECHNIQUES AS RECOMMENDED BY THE MANUFACTURER. RECEIVED JAB 19 2016 CITY OF FEDERAL WA cr:c PROJECT SPECIFICATON 16000 (ELECTRICAL) PART 1: GENERAL 1.1 SCOPE' THIS SPECIFICATION DESCRIBES THE MINIMUM REQUIREMENT FOR INSTALLATION OF ALL. ELECTRICAL SYSTEMS. 1.2 REFERENCES: THE PUBLICATIONS LISTED BELOW FORM PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE THIS SPECIFICATION IS ISSUED FOR CONSTRUCTION. UNLESS NOTED OTHERWISE EXCEPT AS MOOIFIEO BY THE REQUIREMENTS SPECIFIED HEREIN, OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THESE PUBLICATIONS. A. ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE B. NESC (NATIONAL ELECTRICAL SAFETY CODE), LATEST EDITION C. NEC (NATIONAL ELECTRICAL CODE). LATEST EDITION D. NFPA 7D (NATIONAL FIRE PROTECTION ASSOCIATION) E. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION). INCLUDING ALL APPLICABLE AMENDMENTS F. U.L. (UNDERWRITERS LABORATORIES) 1.3 SYSTEM DESCRIPTION A DESIGN REQUIREMENTS: THE CONTRACTOR SHALL INSTALL UNDERGROUND ELECTRICAL AND TELEPHONE CONDUITS AND CABLE AS SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS. 8. PERFORMANCE REQUIREMENTS: WHEN FINISHED. WORK SHALL BE IN A COMPLETE AND UNDAMAGED STATE, AS REQUIRED IN THE CONTRACT DOCUMENTS. PART p: PRODUCTS 2.1 GENERAL A. ITEMS SHALL BE NEW AND SHALL BE INSTALLED ONLY IF IN FIRST-CLASS CONDITION. B. SUBSTITUTIONS FOR MATERIAL WILL BE PERMITTED ONLY BY WRITTEN APPROVAL OF THE T-MOBILE CONSTRUCTION SUPERVISOR. 2.2 MATERIALS: THE CONTRACTOR SHALL PROVIDE ALL MATERIAL EXCEPT AS SPECIFIED IN THE CONTRACT DOCUMENTS. ALL MATERIAL SHALL BE APPROVED AND LISTED BY OR BEAR THE U.L LABEL, AND WILL COMPLY WITH ANSI, IEEE AND NEMA STANDARDS WHERE APPLICABLE. A. CONDUITS: 1. ALL UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC, SIZED AS SHOWN ON THE CONSTRUCTION DRAWINGS. 2. ALL EXTERIOR ABOVEGROUND CONDUIT SHALL BE PER LOCAL CODE REQUIREMENTS. 3. ALL INTERIOR CONDUIT SHALL BE EMT WITH COMPRESSION -TYPE FITTINGS. 4. LIQUID TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR OUTDOOR LOCATIONS WHERE FLEXIBLE CONNECTION IS REQUIRED. B. CABLES CONDUCTORS FOR GENERAL WIRING SHALL BE NEC STANDARD ANNEALED COPPER WIRE WITH NEC 600 VOLT INSULATION. 1. ANt] LARGER -STRANDED TYPE. THHN OR THWN 2. 10 AND SMALLER-SOLIO TYPE THHN OR THWN 3. CONDUCTORS IN CONDUIT IN OR ADJACENT TO HIGH HEAT SOURCE SHALL BE TYPE XHHW 4. CONDUCTORS IN CONDUITS ABOVE ROOF, ON TOP OF ROOF OR INSIDE BUILT-UP ROOFING MATERIAL SHALL BE TYPE XHHW C. CONVENIENCE OUTLET, UNLESS NOTED OTHERWISE, SURFACE -MOUNTED OUTLETS FOR EXTERIOR LOCATIONS SHALL BE FERALOY, CAD/ZINC ELECTROPLATED WITH THREADED HUBS OR CONDUIT ENTRANCES DRILLED AND TAPPED. ALL COVERS SHALL BE SELF -CLOSING AND GASKETS . SURFACE MOUNTED OUTLETS FOR INTERIOR LOCATIONS SWILL BE GALVANIZED, PRESSED STEEL WITH COVER PLATE; SIERRA PLASTIC STYLE, IVORY COLOR. D. COAXIAL CABLE SUPPORTS 1. ALL WAVE GUIDE SUPPORTS SHALL BE MANUFACTURED TO MEET ALL COAX MINIMUM BENDING REQUIREMENTS WAVE GUIDES, AND 61587 FOR 6 WAVE GUIDES. SUPPORTS SHALL BE PROVIDED 3'-0" ON CENTERS. PART III: EXECUTION 3.1 PREPARATION A. BEFORE LAYING OUT WORK, EXERCISE PROPER PRECAUTION TO VERIFY EACH MEASUREMENT. B. USE EXTREME CAUTION BEFORE EXCAVATING IN EXISTING AREAS TO LOCATE EXISTING UNDERGROUND SERVICES. 3.2 INSPECTION A A USUAL CHECK OF ELECTRICAL AND TELEPHONE CABLES, CONDUITS AND OTHER ITEMS SHALL BE MADE BY A T-MOBILE CONSTRUCTION SUPERVISOR BEFORE THESE ITEMS ARE PERMANENTLY INSTALLED. B. THE CONTRACTOR SHALL NOTIFY THE T-MOBILE CONSTRUCTION SUPERVISOR 24 HOURS PRIOR TO TRENCH BACK FILL 3.3 INSTALLATION A TRENCHING, BACK FILLING. BEDDING AND COMPACTING SHALL COMPLY WITH SITE WORK SPECIFICATIONS. B. OIG TRENCHES TO THE REQUIRED DEPTH AS SHOWN ON THE DRAWINGS WITHOUT POCKETS OR DIPS. REMOVE LARGE STONES FROM THE BOTTOM DF THE TRENCH AND FIRMLY TAMP LOOSE FILL IN THE BOTTOM BEFORE CONDUIT IS LAID. C. INSTALL UNDERGROUND CONDUIT WITH A MINIMUM 3-INCH TO 100-FOOT SLOPE OR TO A SLOPE SHOWN ON THE DRAWINGS. D. UNLESS SHOWN OTHERWISE ON THE DRAWINGS, TERMINATE AND CAP ALL STUB -UPS 12 INCHES ABOVE FINISHED GRADE ELEVATION. E. WHEREVER CONDUITS CROSS UNDER ROADWAYS, USE GALVANIZED RIGID STEEL CONDUITS IN ALL CASES, EXTENDING 5 FEET BEYOND THE EDGE OF THE ROAD BED. MINIMUM DEPTH FOR CONDUIT SHALL BE 4 FEET BELOW ROADWAY GRADE F. MARK UNDERGROUND CONDUITS WITH A 6-INCH WIDE RED POLYETHYLENE TAPE BURIED 6 INCHES UNDER THE SURFACE DIRECTLY OVER THE CONDUITS. MARK THE TAPE THUS: CAUTION -BURIED ELECTRICAL CABLE G. FOR SEALING CONDUITS, USE ONLY NON -THERMOPLASTIC COMPOUNDS SUCH AS J.M. DUXSEAL, OR AN APPROVED SUBSTITUTE. THE COMPOUND SHALL HAVE NO EFFECT ON RUBBER OR RUBBER --LIKE INSULATIONS, LEAD, ALUMINUM OR FERROUS ALLOYS; TT SHALL BE INSOLUBLE IN WATER AND WITHSTAND MAXIMUM TEMPERATURE RANGES OF THE LOCALITY. H. COAXIAL - REFER TO NOKIA ANTENNA AND COAXIAL CABLE INSULATION PROCEDURES. I. ANTENNA - REFER TO NOKIA ANTENNA AND COAXIAL CABLE INSULATION PROCEDURES. J. LNA/MHA - REFER TO NOKIA ANTENNA AND COAXIAL CABLE INSULATION PROCEDURES. END OF ELECTRICAL SPECIFICATIONS GENERAL NOTES PROJECT SPECIFICATION 16670 (GROUNDING) PART 1: GENERAL 1.1 SCOPE A. THIS SPECIFICATION PRESCRIBES THE REQUIREMENTS FOR FURNISHING. INSTALLATION AND TESTING OF THE GROUNDING CABLE, CONNECTORS AND ASSOCIATED COMPONENTS AS INDICATED ON THE DRAWINGS. 8. APPLICATIONS OF ELECTRICAL GROUNDING AND 80NOING WORK SPECIFIED IN THfS SPECIFICATION INCLUDE THE FOLLOWING: 1. FENCE AND GATE POSTS 2. ELECTRICAL POWER SYSTEMS 3. GROUNDING ELECTRODES 4. GROUND BUS BAR 5. SERVICE EQUIPMENT 6. ENCLOSURES 7. MONOPOLE/LATTICE TOWER B. ICE BRIDGE 1.2 REFERENCES THE PUBLICATIONS LISTED BELOW FORM PART OF THIS SPECWCATION. EACH PUBLICATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE THIS SPECIFICATION IS ISSUED FOR CONSTRUCTION, UNLESS NOTED OTHERWISE. EXCEPT AS MODIFIED BY THE REQUIREMENTS SPECIFIED HERON. OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THESE PUBLICATIONS. A ANSI (AAMMERICAN NATIONAL STANDARDS INSTITUTE B. IEEE (INSTITUTE OF ELECTRICAL AND ELECTRENGINEERS) ONI S ENGINRS) C. NEC NATIONAL ELECTRICAL CODE). LATEST EDITION D. NEAA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION) E. NESC NATIONAL ELECTRICAL SAFETY CODE). LATEST EDITION F. OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) G. U.L. (UNDERWRITERS LABORATORIES) H. APPLICABLE LOCAL CODES AND ORDINANCES PART 11' PRODUCTS 2.1 MATERIALS' EXCEPT AS OTHERWISE INDICATED. PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEMS INDfCATED: WITH ASSEMBLY OF MATERIAL INCLUDING. BUT NOT LIMITED TO, GROUNDING ELECTRODES, BONDING JUMPER AND ADDITIONAL ACCESSORIES NEEDED FOR A COMPLETE INSTALLATION. WHERE MORE THAN ONE TYPE COMPONENT PRODUCT MEETS INDICATED REQUIREMENTS. SELECTION IS INSTALLER'S OPTION. WHERE MATERIALS OR COMPONENTS ARE NOT INDICATED, PROVIDE PRODUCTS WHICH COMPLY WITH NEC, U.L. AND IEEE REQUIREMENTS AND WITH ESTABLISHED INDUSTRY STANDARDS FOR THOSE APPLICATIONS INDICATED. A. GROUNDING 1. THE EQUIPMENT SHALL BE GROUNDED AS FOLLOWS, AS SHOWN ON THE DRAWINGS AND IN COMPLIANCE WITH NEC ARTICLE 250 AND STATE AND LOCAL CODES. 2. GROUND RODS AND QUANTITY SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC, THE CONTRACTOR SHALL PERFORM A ORO U NO -RESISTANC E-TO- EARTH TEST. SHOULD THE INSTALLATION HAVE A RESISTANCE OF 5 OHMS OR MORE. CONTRACTOR SHALL INSTALL MORE CROUND RODS AS NECESSARY SO THAT THE OVERALL GROUND -TO -EARTH RESISTANCE IS LESS TWIN 5 OHMS. 3. INSTALL ELECTRICAL GROUNDING AND BONDING SYSTEMS AS INDICATED, IN ACCORDANCE WITH WHUFACTURER'S INSTRUCTIONS, NEC'S STANDARD OF INSTALLAWN,' AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES TO INSURE THAT PRODUCTS COMPLY WITH REQUIREMENTS. 4. COORDINATE WITH OTHER ELECTRICAL WORK AS NECESSARY TO INTERFACE INSTALLATION OF ELECTRICAL GROUNDING AND BONDING SYSTEMS. 5. INSTALL GROUND CONDUCTORS A MINIMUM OF 36 INCHES BELOW FINISHED GRADE WHICH ENCIRCLES THE TOWER AND EQUIPMENT AND ARE CONNECTED TO EACH DRIVEN GROUND ROD. GROUND TRENCH SHALL BE AT LEAST 24 INCHES AWAY FROM FOUNDATIONS. 6. TlanN GROUNDING AND BONDING CONNECTORS. INCLUDING SCREWS AND BOLTS. IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUE FOR CONNECTORS AND BOLTS. WHERE MANUFACTURER'S TORQUING; REQUIREMENTS ARE NOT INDICATED. TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUE SPECIFIED IN U.L 480A TO ASSURE PERMANENT AND EFFECTIVE GROUNDING. 7. APPLY CORROSION -RESISTANT FINISH (NO-OX) TO FIELD-CONNECTIDNS, AT COPPER GROUND BARS AND PLACES WHERE FACTORY APPLIED PROTECTIVE COATING HAVE BEEN DESTROYED. WHICH ARE SUBJECTED TO CORROSIVE AND/Oft OXIDATION PROCESS. e. ON EXISTING LATTICE TOWERS, WATER TOWERS AND ROOF TOPS WHEN A NEW GROUNDING SYSTEM IS INSTALLED, THE CONTRACTOR SHALL TIE THE NEW GROUND SYSTEM TO THE EXISTING WATER TOWER, LATTICE TOWER STRUCTURAL STEEL OR BUILDING STRUCTURAL STEEL AS THE CASE MAY BE AT LEAST AT ONE LOCATION SO THAT THEY ARE AT THE SAME POTENTIAL.. B. GROUND RDD5 1. GROUND RODS SHALL BE 5/8' DIAMETER 8'--D` LONG, COPPER CLAD DRIVEN ROD(S). 2. GROUND ROO(S) SHALL BE LOCATED AT THE PERIMETER OF EQUIPMENT AS TO CREATE A GROUND RING AS SHOWN DIN THE DRAWINGS. 3. GROUND ROO(S) SHALL BE SPACED AT A MR*MUM SPACING OF 8'-0- AND A MAXIMUM SPACING OF 4. GROUND ROOS SHELL BE BURIED BELOW THE FROSTUNE. AT NO TIME SHALL THIS DEPTH BE LESS THAN 18' BELOW FINISHED GRADE. S. GROUND ROOS WHICH CANNOT BE DRIVEN STRAIGHT DOWN THE ENTIRE (10) FEET, SHALL BE DRIVEN AT AN ANGLE NOT GRATER THAN 45 DEGREES (NEC 250-83 AND 250-84). 6. GROUND ROO LOCATIONS SHALL BE NOTED ON THE AS-0U1LT DRAWING COMPLETE WITH DIMENSIONS. 7. PROVIDE GROUND TEST WENS AS SHOWN ON THE CONSTRUCTION DRAWINGS. C. GROUND CONDUCTOR 1. ALL DIRECT BURIED GROUND CONDUCTORS SHALT_ BE TINNED SOLID ( 2 AWG WIRE BURIED GROUND CONDUCTOR SHALL BE INSTALLED AT MINIMUM DEPTH 0f 36" ELOW GRADE. 2, ALL SUB GRADE GROUND CONNECTIONS SHALL BE MADE THROUGH TY,E USE OF EXOTHERMIC WELD PROCESS. CONNECTIONS SHALL INCLUDE ALL CABLE TO CABLE SPLICES, TEES AND ALL GROUND ROD CONNECTIONS. MOLD, WELD KITS, ETC., SHALL BE MANUFACTURED BY CAOWELD AND SHALL BE INSTALLED AS PER THE MANUFACTURER'S INSTRUCTIONS. 3. GROUND CONDUCTORS SHALL BE ROUTED IN THE SHORTEST AND STRAIGHTEST DISTANCES POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. CONDUCTORS SHALL BE INSTAL LEID AS FOLLOWS' A. ALL GROUND CONDUCTORS SHALL FOLLOW A CONTINUOUS DOWNWARD PATTERN TO THE GROUND SOURCE. (NEVER RUN GROUND CONDUCTOR IN AN UPWARD DIRECTION.) B. CONDUCTORS SHALL BE INSTALLED WITH A MINIMUM OF 12 INCH MINIMUM BENDING RADIUS. C. WHEN THE MINIMUM BENDING RADIUS CANNOT BE ACHIEVED, GROUND CABLES SHALL BE ROUTED AT 90 DEGREE BENDS WITH THE USE GF EXOTHERMIC CONNECTIONS AT 90 DEGREES. THE INTENT IS TO ELIMINATE THE CABLE BEND RADIUS AND REPLACE THE RADIUS WITH AN EXOTHERMIC CONNECTION. PART 01: EXECUTION 3.1 PREPARATION A ALL SURFACES TO WHICH GROUND CONNECTIONS WILL BE MADE SHALL BE FREE OF PAINT, GALVANIZING DIRECT CORROSION ETC .. B. ALL METAL SURFACES EXPOSED ON GROUNDING SHALL BE ETHER COLD GALVANIZE. OR PAINTED TO MATCH ORIGINAL SURFACE. 3.2 EXAMINATION. A. EXAMINE AREAS AND CONDITIONS UNDER WHICH ELECTRICAL GROUNDING AND BONDING CONNECTIONS ARE TO BE MADE AND NOTIFY T-MOBILE CONSTRUCTION SUPERVISOR IN WRITING OF CONDITIONS DETRIMENTAL TO PROPER COMPLETION OF WORK. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE S. THE CONTRACTOR SHALL NOTIFY THE T-MOBLE CONSTRUCTION SUPERVISOR 24 HOURS BE INSPECTEDIOR TO BY THE AERIAL ENCH CONSTRUCTION SUPERVISOR DURING THFILL ALL WORK DONE BELOW AT F MOU ED ORSTI HE CONTRACTOR SHALL PROCEED. 3.3 GROUND TESTING A, THE CONTRACTOR SHALL TEST THE GROUND ELECTRODE ROD RESISTANCE IN ACCORDANCE: WITH THE METHODS OF MEASUREMENT SHOWN IN THE FALL OF POTENTIAL METHOD, B. TEST INSTRUMENTS SHALL OPERATE AT A FREQUENCY OTHER THAN 60 HERTZ AND SHALL CONTAIN STRAY CURRENT AND OC FILTERS, FAULT CURRENT PROTECTION AND HAVE SENSITIVITY TO OPERATE A LOW SIGNAL STRENGTH, C. PRIOR TO TESTING. THE CONTRACTOR SHALL DE -ENERGIZE ALL POWER SOURCES. DISCONNECT THE ELECTRODE CONDUCTOR FROM THE GROUND ROD. WEAR HIGH VOLTAGE RUBBER SAFETY GLOVES AND WILL NOT HANDLE TEST INSTRUMENTS IF AT ALL POSSIBLE. D. GROUND TESTS ARE TO BE PERFORMED BY QUALIFIED PERSONS FAMILIAR WITH THE CONSTRUCTION AND OPERATION OF THE EQUIPMENT AND THE HAZARDS INVOLVED. E_ AN INDEPENDENT, APPROVED OUTSIDE FIRM SHALL PERFORM THE GROUND TEST AS OUTLINED. ALL TEST RESULTS SHALL BE FORWARDED TO THE T-MOBILE CONSTRUCTION SUPERVISOR FOR APPROVAL END OF GROUNDING SPECIFICATIONS CLOSE OUT DOCUMENTATION CLOSEOUT BOOK CONTAINING THE FOLLOWING' 1. AS BUILT DESIGN DRAWINGS 2. SWEEP TEST RESULTS 3. RESISTIVELY TEST 4. PHOTO DOCUMENTATION OF' - UNDERGROUND CONDUITS AND GROUND RING - ANTENNA, COAIN\L.. JUMPER ATTACHMENTS AND GROUND KIT ATTACHMENTS ANTENNA DOWN TILT MEASUREMENT USING AN INCLINOMETER ON 114E BACK PLANE OF THE ANTENNA - GROUND BAR ATTACHMENTS 5. SIGNED OFF PERMIT CARDS S. CERTIFICATE OF OCCUPANCY 7. RETURN OF KEYS AHD/OR ACCESS AUTHORIZATION B. ORIGINAL BUILDING PERMIT RECEIVED JAN 19 2016 CITY OF FEDERAL WAY C()S SCALE: 1 NTS 1MER: 29' EXISTING GENERATOR ON CONCRETE PAD (OTHERS) 52' EkIS11NG TELCO BOX R L - EXISTING T-MOBILE 8'x12' CONCRETE PAD e— EXISTING T-MOBILE ULTRASITE CABINETS EXISTING T-MOBILE PURCELL CABINET EXISTING T-MOBILE TWIN TMA FON ADDEDEXISTING (f PER SECTOR• 3 F TOTAL) T-MOBILE COVP EXISTING T-MOBILE FRIG =(1 PER SECTOR, 3 TOTAL) EXISTING COMMUNITY H-FRAME EXISTING CONCRETE PAD (OTHERS) i �y EXISTING T-MOBILE COVP EXISTING T-MOBILE PLATFORM EXISTING MONOPOLE PROPOSED T-MOKE FRLB (T PER SECTOR, 3 TOTAL) EXISTING T-MOBILE TMZXXX-6515-A3M ANTENNA (1 PER SECTOR, 3 TOTAL) EXISTING SHELTER (OTHERS) f T GaL a+ 2 EXISTING AC PANEL in EXISTING . ry sr T-MOBILE EXISTING METER GEN PLUG PROPOSED T-MOIEE EXISTING CONCRETE RETAINING WALL •r.•, PROPOSED T-iAOEIILE .: •+; SBNHFI-1 D65C ANTENNA i (1 PER SECTOR, 3 TOTA EXISTING T-MOBILE FXFB (2 TOTAL) EXISTING CONCRETE PAD (OTHERS) EXISTING GENERATOR PAD (OTHERS) x x 4s' THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. ALL PROPEIM LINES, EASEMENTS. SETBACKS, AND DIMENSIONS SHOWN SHALL BE VERIFIED U •Mob11e ■ PRIOR TO START OF CONSTRUCTION. POWDER RWER DEVELOPMENT SE'RIACES, L.LC. DOES NOT GUARANTEE THE ACCURACY OF SAID PROPERTY LINES, EASEMENTS, SETBACKS, AND DIMEhLcAONS SHOWN. EXISTING WOOD FENCE I in ul- CA o CL a� J x x x x x x 54' EXISTING CHAIN RECEIVED D LINK FENCE JAN 19 2016 THE UTILITIES AS SHOWN ON THIS SET OF DRAWNGS WERE DEVELOPED FROM THE INFORMATION AVAILABLE THE INFORMATION PROVIDED IS NOT IMPLIED NOR INTENDED TO BE A COMPLETE 8 Knownw�haesbeb'W. CITY OF FEDERAL. NAY INVENTORY OF THE UTILITIES IN THIS AREA. IT IS THE CONTRACTOR'S Callb TO ymft CDs RESPONSIBIUIY TO VERIFY THE LOCATION OF ALL UTILITIES (WHETHER SHOWN OR NOT) AND PROTECT SAID UTILITIES FROM ANY DAMAGE CAUSED BY CONTRACTOR'S ACTNMES. r B 7 R SCAL.e=: 31,8' -,•-T {24x38} SITE PLAN (ORI V3r=l'4T VIXI-I AMERECATi1lT 1WER° POWDER RIVER Devel*med 5efvkm, LLC �Mnv.powc�e niveldev.tDrn LICENSE #: 3004 REVISIONS 1FVI DATE I DESCAPM9 Wf 0 01/04/16100% CONSIRUCTIDN due UED B 12/31/15 ISSMR REVEW BOX-1IX>: A 12M/1a �e�W IEVE.V= ANW SITE INFORMATION T-MOBILE 9: SE04018A ATC M 82935 2101 S. 324TH ST. FEDERAL WAY, WA 98003 SHEET TITLE - SITE PLAN SHEET NUMBER: C-1 STRUCTURAL ANALYSIS MUST 8E PERFORMER ON Al1j ROOFTOPS. FLAGPOLES. LIGHT � � 9 pL ���� POLES, AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS. RADIO UNITS. ETc. T.O. EXISTING MONOPOLE T.O. EXISTING MONOPOLE AMERic:AP4 TOWER° EL 120'-0' (AGL) EL 120'-0" (AGL) 'E OF EXISTING ANTENNAS (OTHERS) h % OF EXISTING ANTENNAS (OTHERS) EL 116'-0' (AGL) EL i 16' 0" (ACL) PROPOSED T-MOBILE RU OF EXISTING MICROWAVE (OTHERS) STING TT -I OBILE FXFB q OF EXISTING MICROWAVE OTHERS MOUNTED BEHIM ANTENNA ( SEMM 33 TOTAL) Ei. 110'-0" (AGL) (2 TOTAL) EL 1 t0'-0" (AGL) EXISTING EXISTING T-MOBILE EXISTING T-MOBILE T-MOBILE FXFB (2 TOTAL) FRIG (1 PER SECTOR, FRIG (1 PER SECTOR, 3 TOTAL) POWDER RIVER q OF EXISTING T-MOBILE ANTENNAS 3TOTAL) OF EXISTING T-MOBILE ANTENNAS E OF PROPOS® T-MOSLL,E ANTENNAS Deve(opawd SoMm, LLC EL. 100'-0- (AGL) EL 100'-0- (AGL) I1, 98 -0 (AGL) �rxv.go�fertiverdev.tam EXISTING T-MOBILE TMZXXX-6516-A3M ANTENNA EXISTING T-MOBILE TMZXXX-6516-A3M ANTENNA MOBILE EXISTING TANTENNA TMZXXX-6516-A3M A TO REMAIN PROPOSED T-MOBLE LICENSE �: 3004 TO REMAIN (1 PER SECTOR, 3 TOTAL) TO BE REPLACED (1 PER SECTOR, 3 TOTAL) (1 PER SECTOR, 3 TOTAL) S8N[,rt�1Ds.'fC ANTiNFiA (1 PER SECTOR, 3 TOTAL) REwSIONS EXISTING M DATE Df3c5upmN � EXISTING T-MOBILE COVP T-MOBILE COVP � OF EXISTING ANTENNAS (OTHERS) OF EXISTING ANTENNAS OTHERS EL 82'-0" (AGL) 82'-O" {ACL] EL. 0 01/04/16 100% 0DNSTRUC110N JMB B 12/31/15 ISSUED FOR Fmvew 90g XXX q- OF EXISTING ANTENNAS (OTHERS) ��, -� OF EXISTING ANTENNAS (OTHERS) A 12/07/ss FOR WX — ob � EL 70'-0" (AGL) r EL. W-0" (AGL) EXISTING_ EXISTING MONOPOLE MONO LE °x - P N --M PP N +i0)SiEglaNG 4r (1) ANTENNA PLATFORM (1) ANTENNA PLATFORMs� AY,$��� (6) HEX PORT ANTENNAS (3) HEX PORT ANTENNAS (3) FRIG (3) HEX PORT ANTENNAS �[ i L (2) FXFB (3) FRIG y (1) (1) COVP HCS CABLE (3) {2} FKB FXFB not +c..a Pro m or s[wn�. mm ue a1NL Newo ne a Comm " Wommoe uc wm oe PMDZ is MR:WN W W wx (3) TMA { 1 ) COVP COS "no! ac sxva.nn a rat. nsmt nw. = .0 sa�n'UQ >aw l wn x nm er .�r >~ oa vanx ok CAR re'M (6) COAX LINES 1 ( ) CABLE ... A Peon xenlol oo+�scxr O nc c.a.eou (3) TMA SITE INFORMATION (6) COAX LINES T-MOBILE f: SE04018A ATC M 82935 EXISTING EXISTING T-MOBILE EXISTING EQUIPMENT EXISTING T-MOBILE EQUIPMENT PAD EQUIPMENT EQUIPMENT PAD 2101 S. 324TH ST. SHELTER SHELTER {OTHERS} FEDERAL WAY, WA (oTl+E+zs] Ir 98003 R E SHEET TI1LE: GRADE CRAUE EL l —I (AGL)MMMMM ELEVATIONS EL. O'-0" (AGL) CITY OF FED RA sHt�T NUMBER: ,5 • r o• C-2 0 ` r SCAM Ira- - 1*4r (24x:M � o � s SCALE va' (111M � TOWER ELEVATION (EXISTING) Ir iris-= r-0- 2 (PROPOSED) TOWER ELEVATION PROPOSED [o+t1 Ins'=r.1r [+1x17) (OR) (+1x17) NOTE: STRUCTURAL ANALYSIS MUST BE PERFORMED ON ALL ROOFTOPS. FLAGPOLES, LIGHT POLES, AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS. RADIO UNITS, ETC. ANTENNA SCHEDULE SECTOR ALPHA RED BETA GREEN) GAMMA BLUE ANTENNA POSITION A-1 A-2 B-1 B-2 G-1 G-2 ANTENNA TYPE LIE 700/AWS GSM PCs/ UE 7O%lWS GSM PCs/ LTE 700 AWS GSM PCs/ UMTS PCs/ UMTS PCs/ UMTS PCs/ UMTS AWS UMTS AWS UMTS AWS AZIMUTH 0' 0' 131r 135 24W 240' RAD CENTER AGL 96'—W 100-0 0.--w 1 100.-0. W—O' 1 DO'—D" MODEL COMMSCOPE ANDREW COMMSC'OPE I ANDREW COMMSCOPE ANDREW SB "—ID65C TMZXX-6516—A3M S8NHH-1D03C TMZXX-6516—A3M SBNHN-1D63C TMZXX-6516—A3M CABLE LENGTH f100'—O" sue: 1 ANTENNA SCHEDULE (PROPOSED) "15 b ¢a. Lei < ry [4y C7 � EXISTING T—MOBILE .. EXISTING T—MOBILE TWIN TMA TMZXXX-6516—A3M ANTENNA (1 PER SECTOR, 3 TOTAL) PROPOSED T—MOBILE EXISTING T—MOBILE TWIN TMA TO BE REPLACED SBNHH-1D63C AMENA (1 PER SECTOR, 3 TOTAL) (1 PER SECTOR. 3 TOTAL) (1 PER SECTOR. 3 TOTAL) EXISTING T—MOBILE FRIG (1 PER SECTOR, 3 TOTAL) EXISTING T—MOBILE FRIG (1 PER SECTOR, 3 TOTAL) ti E� IG� QCy < EXISTING T—MOBILE COUP EXISTING T—MOBILE COVP EXISTING T—MOBILE FXFB (2 TOTAL) EXISTING MONOPOLE EXISTING T—MOBILE FXFB (2 TOTAL) EXISTING MONOPOLE _ PROPOSED T MOBiE fFtl.B EXISTING T—MOBILE EXISTING PLATFORM (1 PER3 % rF PLATFORM 1>0 EXISTING T—MOBILE N EXISTING T—MOBILE RECEIVED N TMZXXX-6516—A3M ANTENNA TO REMAIN TMZXXX-6516—A3M ANTENNA (1 PER SECTOR. 3 TOTAL) (1 PER SECTOR, 3 TOTAL) JNN I V Lu I® CITY OF FEDERAL \NAY CGI S 5 gam: 2 ANTENNA PLAN (EXISTING) NTS 3 ANTENNA PLAN (PROPOSED) N7s T • *Mobiles A AM EMCAN TOWER° AO POWDER RIVER Usy6opment Services, LLG mw.p A,ddvadeY-= LICENSE #: 3004 REVISIONS MI DATE I 065CRPTION Wf 0 1 01/04/10 1 100X CON51RucnoN i B 1�/S1/15 ED FOR 0.iL'1FW 40% XXIi A 12/07/AS. 1p FOR IEVF,Y1' BOS ANN uu A. $p� 10 � 40152� w� GIs 'StarrALL 6 "L :,nm a wr. nvc ww.a my ru...,,.•. `mw�Pr & ►a arm SITE INFORMATION T-MOBILE 9: SE04018A ATC #: 82935 2101 S. 324TH ST. FEDERAL WAY, WA 98003 SHEET TITLE: ANTENNA PLANS SHEET NUMBER: C-3 RFDS VERSION 9 NSN Configuration 701A RUSK 2015 FRLB RRU with Tri band Hex Port Antenna Sector of cabling shown for clarity) Hex fort Alm p". LTZ ALAS LTC A74 LT$ 13 lA�A* TA1pn l (Arow 12 i1 10 9 i T Nwr Ege�lQmene Upp d pulpmQnt RBtanHSurvd '; aqulpmxn� N A 030 rws IIFJm¢Y rac cs�ccrs n�u Amurn Am AVAUN s MR Awauwn FOM uarn RF CONFIGURATION (PROVIDED BY T-MOBILE) RIP CORD X 2 CORRUGATED COPPER ARMOR 6 AWG COPPER CONDUCTOR X 5 SINGLE MODE FIBER X 24 PVC OUTER JACKET 18 AWG COPPER ' CONDUCTOR X 2 CABLE TYPE FIBER TYPE FIBER STANDARD COMPLIANCE FIBER COATING DIAMETER (um) FIBER COUNT NUMBER OF FIBER SUBUNITS FIBER COUNT EACH UNIT FIBER OUTER JACKETS MAx ATTENUATION, 1310 NM (dB/Km) MAX ATTENUATION, 1550 nm (dB/Km) 2 CABLE SPECIFICATIONS NUMBER, SIZE (AWG) 6/C #6 + 2/C #18 'VOLTAGE 600 OUTER JACKET PVC SHIELDING CORRUGATED COPPER MAX SHIELD RESISTANCE (OHM/FT O 27 C 0.DO35 DRAIN N/A RIPCORD KEVLAR DC CONDUCTOR MATERIAL COPPER DC CONDUCTOR SIZE (AWG) 6 MAX DC RESISTANCE (OHM/1000FT) 0,411 O 20' C COLOR CODE BLACK/RED ALARM CONDUCTOR MATERIAL COPPER ALARM CONDUCTOR SIZE (AWG) 18 MAX DC RESISTANCE (OHM/t000FT) 6.7 COLOR CODE TBD FIBER CABLES SM OUTER DIAMETER (IN) — NOMINAL 1.24 WEIGHT (LB/FT) 1.05 MINIMUM BEND RADIUS (IN) 15 BEND MOMENT (LB/FT) N/A TENSILE STRENGTH (LB) 325 CRUSH RESISTANCE, FOTP-41 (N/MM) 22 STRENGTH MEMBER NO OPERATING TEMPERATURE RANGE (LOW) —40, C OPERATING TEMPERATURE RANGE (HIGH) BO C LOW WATER PEAK SINGLE MODE LOOSE TUBE ITU—T REC. G.652.D, G.657.A2 IEC 60793-2-50 TYPE 8.1.3 & TYPE B.6 A&B .242 +/— .007 OR .9 t/— .005 MM 24 1 24 FIR JACKET LESS THAN/EQUALTO 0.5 Culls LESS TH N/EQUALTO 0.5 SCALE: 1 NCA Flex! Pole Kit (FPKA) description Th/s section desaihes Flexi Pole Kit (FPKA) 471649A. RM-1 FAd P'ab KI(F" 0 �, Fixing points _�- 184 mm (7.2 in.) Bolt M8x20 1 Bolt M10X120 105 mm thread Ftsod Pots Kit (FPKA) can be used as follows: • Version 101: poles between 80 mm (2.4 In.) and 120 mm (4.7 In.) In diameter • Version 202: poles between 30 mm (1.2 in.) and 120 mm (4.7 In.) In diameter (the bracket strainer Is Ilipped around when the pole size Is 59 mm or smaller In diameter) The width of the fixing points Is 184 mm (7.2 In) and 54 mm (2.5 In). There are fixing points an three aides of the FPKA. The M10 screws should be tightened to 30 Nm (22.13 ft4b) and the MB screws to 20 Nat (14.75 ft-Ib). The maximum allowed welpht on the FPKA is 160 kg (352.7 tbs). Two FPKA kits support two FMFAs, one on each sJde of the pots. Each FM FA (ptlnih) can support a maximum of two 2U or3U Flexi modules with casings, cables, and auxiliary boxes (for example, OVP). Note that for larger configurations it Is recommended to use the FPKC pole kit. Installation with Remote Radio Heads The FPKA has room for toes Renate Radio Heads (FRIG1FRHEJFRHD/FHPC excluded). It Is possible to use ihme Installation directions. See Figure: FPKA with three Remote Radio Heads for the FPKA Installation with three Remote Radio Heads. FPKA DETAIL FBBC DETAIL 4 i FRLB DETAIL New baseband sub -module FBBC DI -speed 450 Mbit/s UL speed 150 Mbit/s 11133/013SA1 4x6Gbit/s ports (only one available in RL60) FBBC is 1U high and fits at the bottom of the FSMF chassis MANUFACTURED NOIQA MODEL: RRH 2x4OW 730MHz FRLB WE]GHT: 59.52 LBS DIMENSIONS: HxWxD: 15.75'x15.75'x5.9' 3 ANTENNA DETAIL MANUFACTURER: COMMMOPE MODEL 58NHFl-1D65C WE3GHT W/ MOUNTING HARDWARE: 49.6 LBS DIMENSIONS: HxWxD: 90.5'01.9%7.1' 511ZE FREQUENCY: 1710MHz-2360MHz 698MHx-89GMHz CONNECTION: (4) 7/16 FEMALE 5 JFRLB MOUNTING DETAIL ANTENNA MOUNTING BRACKET, SUPPUED W/ ANTENNA (TYP) PROPOSED T—MOBLE ANTENNA PROPOSED FRLB W/ MFG. SUPPUED MOUNTING HARDWARE RECEI E JAN1921 PROPOSED T--MOBILE F�� ANTENNA MOUNTING PIPE OR TOWER LEG CI'S scA E: ^ NTS L MALE SCREW COVER. INSTALL WITH TEFLON LUBRICANT I COPPER BONDING CONDUCTORS TO PVC COLLAR I CABLES AND EQUIPMENT. SEE 8" MAX. TO TOP GROUNDING PLANS FOR DETAILS OF TEST LEAD I Q FINISHED) GRADE 2" MAX. I 3/8" BOLT AND II HARDWARE (TYP) SUBGRADE II Q � F2PRdW� EALEADAESCREW p O 35" MAX. ON CAP JMT—C6492 Q .Q CHERRY BUSS BAR p Q � #2 SOLID, BARE, TINNED Q p I INSULATOR (TYP OF 2). COPPER GROUNDING n NOT USED WHEN DIRECT CONDUCTOR O Q Q 1 •9 ATTACHMENT TO TOWER p Q B 0 Q I �STEEL IS REQUIRED -- - Q 1 #4/0 19 I EXOTHERMIC WELD STRAND, BARE, (THERMOWELD OR TINNED COPPER 4"x24"xl/4" TINNED COPPER Q f �� fl EQUIVALI•NT) DIRECTLY GROUND RING GROUND BAR (HAGER OR TO TOP OF GROUNO APPROVED EQUNALENi) ROD 1" WIDE SLOT. TYPICAL FOR 2 EXTEND 2" ABOVE GROUND WALL —MOUNT BRACKET RING (8" TYPICAL) 02 AWC SOLID TINNED COPPER OR ANGLE ADAPTER CONDUCTOR TO MAIN GROUND (AS REQUIRED) BAR OR EXISTING GROUND RING 3/4" x 10' COPPER CLAD CADWELD TO BUSS BAR STEEL GROUND ROD AND GROUND RING GROUND BAR DETAIL N7s 3 TEST WELL DETAIL NTs NQi: 1. CADWELD 'TYPES" SHOWN ARE EXAMPLES. CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED FOR THIS PROJECT. 2. CADWELDING IS NOT ALLOWED ON CROWN CASTLE TOWERS. 0 a 0 9 TYPE 2—YA-2 TYPE VS TYPE YGHC as RECEIVE! JAN 19 2016 TYPE GT TYPE YA-2 TYPE PT t_VY OF FEDERAL, �. c;Js W: 2 NOT USED xre 4 CADWELD CONNECTION TYPES T • •Mobile • Flo AMERICAtN TOWER• �1 POWDER RIVER Development Services, LLC www.powdemverdev.wn I LICENSE /: 3004' REVISIONS lwyl WE I OESCRP110N 711d EOTOI/D4/161 IDOR CONSIRUC1mm ,INe B 112)31.*151 ISSUED FOR REVIEW e0X 1O0I I A 1 12/07/15 I MM FORJMVEW 91= i ANw A 80 QJASsr._7to� 040152 0 Y �v. uc twc +wv�cn wie w�71 h[s nx wo[ �c S+�i++s� ow rqr. nca[ nurt�os ,uie srmr�uc�a saws SITE INFORMATION T-MOBILE 0: SE04018A ATC M 62935 2101 S. 324TH ST. FEDERAL WAY, WA 98003 SHEET TRLE ELECTRICAL DETAILS SHEET NUMBER: E-1 NOT USED I NTS PROPOSED T-MOBILE ANTENNA (1 PER SECTOR, 3 TOTAL) EXISTING T-MOBILE COVP` EXISTING COLLECTOR - GROUND BAR PRIG T-IAGBLE FR19 (1 PER SECTOR, 3 TOTAL) EXISTING T-MOBILE ANTENNA (1 PER SECTOR, 3 TOTAL) EXISTING SECTOR GROUND BAR EXISTING T-MOBILE TWIN TMA (1 PER SECTOR, 3 TOTAL) EXISTING T-MOBLE FRIG (1 PER SECTOR, 3 TOTAL) EXISTING T-MOBILE FXFB (2 TOTAL) PROPOSED #8 AWG GROUND FRom ma u1iTf m SEQ10R GROUND EIAR (TYP) EXISTING T-MOBILE PLATFORM GENERAL GROUNDING NOTES: 1. GROUNDING SHALL COMPLY WITH NEC, T-MOBILE AND NSN STANDARDS. CONTRACTOR SHALL VERIFY EXISTING GROUNDING CONDITIONS. CORRECTING ANY DEFICIENCIES TO BE INCLUDED IN ORIGINAL PRICING AND CORRECT DEFICIENCIES DURING NEW CONSTRUCTION. INCLUDING MISSING GROUND BARS, BAD GROUND WELDS. MISSING GROUND LEADS OR BROKEN GROUND LEADS, ETC. 2. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/ GROUND BARS AND THE GROUND RING, SHALL BE #2 AWG SOLID TIN PLATED COPPER IN 3/4" PROTECTIVE PVC UNLESS OTHERWISE INDICATED. 3. APPROVED ANTIOXIDANT COATINGS (NO-OX) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 4, ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. IN ALL CASES. BENDS SHALL BE MADE WITH A MINIMUM SEND RADIUS OF 12 INCHES. 5. ALL TOWER TOP GROUND WIRES SHALL BE SUPPORTED EVERY TWO FEET. LEGEND: ---- EXISTING GROUND RING CADWELD CONNECTION (EXOTHERMIC WELD) ■ MECHANICAL CONNECTION ® GROUND ROD V -5 TEST WELL 2 1 EQUIPMENT GROUNDING PLAN (TYPICAL) RECEIVED JAN 19 2016 � CM OF FEDERAL. WA GINS