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„ a - U A MAY 1 2 2011 C ITY OF TIGARD BUILDING DIVISION AMERICAN TOWER' C O R P O R A T I O N Structural Analysis Report Structure : 76 ft Summit Monopole ATC Site Name : Tigard/99, OR ATC Site Number : 82805 Proposed Carrier : AT&T Mobility CITY OF TIGARD . J Approved .&, �(Ij . ?. , ,..7 [ i Carrier Site Name : Tigard West Conditionally Approved [ ] See Letter to: Follow [ ] Carrier Site Number : 10093100/PL77 Permit Numb g: � /S — dieits (o County : Washington Address: f 5 jG HetYri By: �i � Date: y: �� Eng. Number : 46928723 Date May 2, 2011* OFFICE COPY Usage : 76% Pole Shaft, 88% Anchor Bolts Portholes Required : No Submitted by: Avery B. Long, E.I. Design Engineer PR � � � F �i A O ., �tb 77528PE r American Tower Engineering Services �! OREGON , 400 Regency Forest Drive a 4ity i O. ti o Cary, NC 27518 'O 'MEL 1. 10' 9(0 /0 Phone: 919-468-0112 Eng. Number 46928723 May 2, 201 1 Page I Introduction The purpose of this report is to summarize results of the structural analysis performed on the 76 ft Summit Monopole located at 12925 SW Pacific Hwy., Portland, OR 97223, Washington County (ATC site #82805). The tower was originally designed and manufactured by Summit (Job #A29296- 405, dated October 18, 1996). Analysis The tower was analyzed using Semaan Engineering Solutions, Inc., Software. Basic Wind Speed: 945 mph (3- Second Gust) Radial Ice: • 50.0 mph (3- Second Gust) w/ 1 1/4" ice Code: T1A -222 -G / 2009 IBC / 2010 Oregon Structural Specialty Code Antenna Loads The following antenna loads were used in the tower analysis. Existing Antennas Elev. Qt Antennas Mount Coax(in) Carrier (ft) 2 Antel t3XA- 70063 -8CF 760 2 CSS XP18 -80 0 T -Ames (8)15/8 Verizon 4 ClearComm CCDP -565 -1 W 4 Antel LPD- 7905/8 9 Kathrein 742 264 (18)7/8 60.0 12 Powerwave LGP21401 T -Ames (1)3/8 AT&T Mobility 18 Kathrein 860 10025 Antel BXA- 70063 -8CF 45.0 I CSS XP18 -80 0 I..ow Prolile Platform (4)7/8 Verizon 2 Clca Comm CCDP -565 -I W 2 Antell.PD- 7905/8 Proposed Antennas Elev. Qiy Antennas Mount Coax(in) Carrier (ft) 3 Powerwave P65- I7- XLI -I -RR 3 Lucent 9442 RRI -I AWS (2)193run 60.0 1 -Arms AT&T Mobility 3 Lucent 9442 RRI -I 700 MHz (I) Mitt I _ Raycap I)C6- 48- 60 -18 -81 _ c. Stack proposed coax on top of existing. Eng. Number 46928723 May 2, 2011 Page 2 Results The maximum structure usage is: 88% Additional exit and/or entry ports may be required to accommodate the running of the proposed lines to the proposed antennas. These additional ports may not be installed without installation drawings providing the location, size and welding requirements of each port. To ensure compliance with all conditions of this structural analysis, port installation drawings shall be provided by American Tower's Engineering Department under a subsequent project. Original Design Factored Design Analysis % Pole Reactions of Design Reactions Reactions * /o Reactions Moment (ft-kips) 600.0 810.0 627.5 77 Shear (kips) 11.0 14.9 11.9 80 * The design reactions are factored by 1.35 per TIA- 222 -G, Sec. 15.5.1 The structure base reactions resulting from this analysis are less than those shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required. Conclusion • Based on these analysis results, the structure meets requirements per the TIA -222 -G standard, the 2010 OSSC and the 2009 IBC. The tower and foundation can support the existing and proposed antenna and transmission line loading as described in this report. If you have any questions or require additional information, please call 919- 466 -5069. 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, the antenna 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 Engineering Services 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. All services will be performed to the codes specified by the client, and we do rot imply to meet any other codes or requirements unless explicitly agreed in writing. 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. In the absence of information to the contrary, all work will be performed in accordance with the latest relevant revision of ANSI /EIA -222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Engineering Services is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. Job Information Pole: 82805 Code: ANSIJTIA - 222 Rev G Description : 76' Summit Monopole Struct Class : II Client : AT&T Mobility Exposure : B Location : Tigard -99, OR Topo : 1 Shape : 18 Sides Base Elev (ft): 0.00 Copyright Semaan Engineering Solutions, Inc Height: 76.00 (ft) Taper: 0.162039(in/ft) EI■i Sections Properties Diameter (in) Overlap Steel 76' 0" Shaft Length Accross Flats Thick Joint Length Taper Grade Section (ft) Top Bottom (in) Type (in) (in /ft) (ksi) 1 35.000 22.26 27.94 0.250 0.000 0.162039 60 2 44.000 16.00 23.13 0.188 Slip Joint 36.000 0.162039 60 Discrete Appurtenance Attach Force Elev (ft) Elev (ft) Qty Description 76.000 76.000 2 Antel BXA- 70063 -8CF 0 76.000 76.000 60'-0" r _ 76.000 80.000 ClearComm LPD 7905 /8 565 -1W 4 A L 76.000 80.500 1 GPS 76.000 76.000 3 Flat T -Arm 60.000 60.000 9 Kathrein 742 264 60.000 60.000 3 Powerwavo P65- 17- XLH -RR 44' -0" 60.000 60.000 3 Lucent 9442 RRH AWS 3/16" Thick 60.000 60.000 3 Lucent 9442 RRH 700 MHz (60 KSI) 60.000 60.000 1 Raycap DC6 -48- 60 -18-8F 60.000 60.000 12 Powerwave LGP21401 60.000 60.000 18 Kathrein 860 10025 45-0" I 60.000 60.000 3 Round T -Arm L 45.000 45.000 1 Antel BXA- 70063 -8CF 45.000 45.000 1 CSS XP18 -80-0 45.000 45.000 2 ClearComm CCDP- 565 -1W 45.000 45.000 2 Antel LPD - 7905/8 45.000 45.000 1 Flat Low Profile Platform 76-0" Linear Appurtenance 35-0" Elev (ft) Exposed From To Description To Wind 0.000 45.000 7/8" Coax No 36" 0.000 60.000 10mm Coax Yes Q.L. 0.000 60.000 19.2mm Coax Yes 0.000 60.000 3/8" Coax Yes 0.000 60.000 7/8" Coax Yes 0.000 76.000 1 5/8" Coax No 0.000 76.000 1/2" Coax No 35 Load Cases 1/4" Thick (60 KSI) 1.2D + 1.6W 94.50 mph with No Ice 0.9D + 1.6W 94.50 mph with No Ice (Reduced DL) 1.2D + 1.0Di + 1.0Wi 50.00 mph with 1.25 in Radial Ice 1.0D + 1.0W 60.00 mph Serviceability Reactions Moment Shear Axial Load Case (Kip -ft) (Kips) (Kips) 1.2D + 1.6W 627.45 11.93 11.40 0.9D + 1.6W 622.55 11.87 8.54 1.2D + 1.0Di + 1.0Wi 183.02 3.20 33.28 0 0 I I 1.0D + 1.0W 158.59 3.02 9.53 Dish Deflections Attach Deflection Rotation Load Case Elev (ft) (in) (deg) 1.0D + 1.0W 0.00 0.000 0.000 76' -0" 60' -0" 0 0 44' -0" 3/16" Thick (60 KSI) 45' -0" 76' -0" 35' -0" 36" 32'_0" 35-0" 1/4" Thick (60 KSI) Load Case : 1.2D + 1.6W Max Ratio 75.63% at 0.0ft 0.02 75 000 1. 1.00 _ 0.08_' 70 000 0.13 65 000 0. 17 60 000 _ 0.27 55.000 0_.35 50.000 1 0.42 45.000 f L 40 000 1 35 000 0.49 32 000 .51 I 30 000 - 0.56 25.000 - 0.60 { 20 000 - 0.64 15 000 - — 0.68 10 000 0..70.72 5000 1111111 II 0.76, 0 000 -- F -- - 0 2' ,..',,, -�, -., ,.,,,, '0 „ �,,., . -,.,,, ,,..,, 00 002007 12017022027032037042470520570620 .670.720770.82 0 87 0 92 0 Interaction • Pole : 82805 Code: ANSIITIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Y 5/2/2011 11:07:03 At Location : Tigard -99, OR Struct Class : II Height : 76.00 (ft) Exposure Category : B Page: 1 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / X Taper : 0.162039 (in /ft) Base Elev : 0.000 (ft) z/ - Shaft Section Properties Slip Bottom Top Sect Lenath Thick Fv Joint Joint Weioht Dia Elev Area Ix W/t D/t Dia Elev Area lx Wit D/t Taper Num (ft) (in) (ksi) Type Len (in) (Ib) (in) (ft) (sqin) (in "4) Ratio Ratio (in) (ft) (sqin) (inA4) Ratio Ratio (in /ft) 1 35.000 0.2500 60 0.00 2,349 27.94 0.000 21.97 2128.4 18.30 111.7 22.26 35.00 17.47 1070.2 14.30 89.07 0.16204 2 44.000 0.1875 60 Slip Joint 36.00 1,727 23.13 32.00 13.65 907.9 20.34 123.3 16.00 76.00 9.41 297.3 13.64 85.33 0.16204 Shaft Weight 4,075 • Discrete Appurtenance Properties Attach No Ice Ice Distance Vert Elev Weight CaAa CaAa Weight CaAa CaAa From Face Ecc (ft) Description Qty (Ib) (sf) Factor (Ib) (sf) Factor (ft) (ft) 76.00 Antel BXA- 70063 -8CF 2 24.00 10.670 0.83 415.37 13.258 0.84 0.000 0.000 76.00 CSS XP18 -80 -0 2 15.00 4.870 0.75 199.12 6.795 0.80 0.000 0.000 76.00 ClearComm CCDP- 565 -1W 4 5.50 0.520 0.50 41.43 0.971 0.50 0.000 0.000 76.00 Antel LPD- 7905/8 4 48.70 9.410 0.86 411.95 12.005 0.87 0.000 4.000 76.00 GPS 1 10.00 1.000 1.00 82.27 1.223 1.00 0.000 4.500 76.00 Flat T -Arm 3 250.00 12.900 0.67 576.10 25.660 0.67 0.000 0.000 60.00 Kathrein 742 264 9 36.40 5.180 0.78 253.50 6.440 0.80 0.000 0.000 60.00 Powerwave P65- 17- XLH -RR 3 59.00 11.460 0.80 477.57 14.027 0.81 0.000 0.000 60.00 Lucent 9442 RRH AWS 3 43.00 2.510 0.82 170.60 3.191 0.83 0.000 0.000 60.00 Lucent 9442 RRH 700 MHz 3 51.00 2.490 0.94 201.77 3.129 0.95 0.000 0.000 60.00 Ravcap DC6- 48- 60 -18 -8F 1 31.80 1.470 0.50 190.29 3.240 0.50 0.000 0.000 60.00 Powerwave LGP21401 12 14.10 1.290 0.50 76.21 1.850 0.50 0.000 0.000 60.00 Kathrein 860 10025 18 1.20 0.180 0.50 23.58 0.547 0.50 0.000 0.000 60.00 Round T -Arm 3 250.00 9.700 0.67 568.48 22.263 0.67 0.000 0.000 45.00 Antel BXA- 70063 -8CF 1 24.00 10.670 1.00 389.75 13.118 1.00 0.000 0.000 45.00 CSS XP18 -80 -0 1 15.00 4.870 1.00 185.63 6.690 1.00 0.000 0.000 45.00 ClearComm CCDP- 565 -1W 2 5.50 0.520 0.50 38.33 0.937 0.50 0.000 0.000 45.00 Antel LPD - 7905/8 2 48.70 9.410 1.00 387.85 11.869 1.00 0.000 0.000 45.00 Flat Low Profile Platform 1 1500.00 26.100 1.00 2459.30 54.368 1.00 0.000 0.000 Totals 75 4461.40 5709.20 Number of Loadings : 19 Linear Appurtenance Properties Elev Elev Exposed From To Width Exposed (ft) (tt) Description (in) To Wind 0.00 76.00 (8) 1 5/8" Coax 0.00 N 0.00 76.00 (1) 1/2" Coax 0.00 N 0.00 60.00 (1) 10mm Coax 0.00 Y . 0.00 60.00 (2) 19.2mm Coax 0.00 Y 0.00 60.00 (1) 3/8" Coax 0.00 Y 0.00 60.00 (18) 7/8" Coax 5.45 Y - 0.00 45.00 (4) 7/8" Coax 0.00 N Pole : 82805 Code: ANSI/TIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Tigard -99, OR Struct Class : II 5/2/2011 11:07:03 AA Height : 76.00 (ft) Exposure Category : B Page: 2 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) x • Taper : 0.162039 (in /ft) Base Elev : 0.000 (ft) Segment Properties (Max Len : 5 ft) Sea Top Flat Elev Thick Dia Area lx W/t Olt F'y S Weight (ft) Description (in) (in) (in "2) (in "4) Ratio Ratio (ksi) (in3) (lb) 0.00 0.2500 27.940 21.971 2,128.4 18.30 111.76 74.5 150.0 0.0 5.00 0.2500 27.130 21.328 1.947.0 17.72 108.52 75.1 141.4 368.3 10.00 0.2500 26.320 20.685 1,776.2 17.15 105.28 75.7 132.9 357.4 15.00 0.2500 25.509 20.043 1.615.7 16.58 102.04 76.2 124.7 346.5 20.00 0.2500 24.699 19.400 1,465.1 16.01 98.80 76.2 116.8 335.5 25.00 0.2500 23.889 18.757 1.324.3 15.44 95.56 76.2 109.2 324.6 30.00 0.2500 23.079 18.114 1,192.7 14.87 92.32 76.2 101.8 313.7 32.00 Bot - Section 2 0.2500 22.755 17.857 1,142.6 14.64 91.02 76.2 98.9 122.4 35.00 Too - Section 1 0.1875 22.644 13.364 851.4 19.88 120.77 72.9 74.1 318.2 40.00 0.1875 21.833 12.882 762.6 19.12 116.44 73.7 68.8 223.3 45.00 0.1875 21.023 12.399 680.1 18.36 112.12 74.4 63.7 215.1 50.00 0.1875 20.213 11.917 603.8 17.60 107.80 75.2 58.8 206.9 55.00 0.1875 19.403 11.435 533.4 16.84 103.48 76.0 54.2 198.7 60.00 0.1875 18.593 10.953 468.8 16.07 99.16 76.2 49.7 190.5 65.00 0.1875 17.782 10.471 409.6 15.31 94.84 76.2 45.4 182.3 70.00 0.1875 16.972 9.989 355.5 14.55 90.52 76.2 41.3 174.0 75.00 0.1875 16.162 9.507 306.5 13.79 86.20 76.2 37.4 165.8 76.00 0.1875 16.000 9.410 297.3 13.64 85.33 76.2 36.6 32.2 4,075.3 • Pole : 82805 Code: ANSI/TIA -222 Rev G Copynght Semaan Engineering Solutions, Inc Tigard-99, OR Y 5/2/2011 11:07:03 All Location : Ti 9 Struct Class : II Height : 76.00 (ft) Exposure Category : B Page: 3 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / x Taper : 0.162039 (in /ft) Base Elev : 0.000 (ft) z/ - Load Case: 1.2D + 1.6W 94.50 mph with No Ice 21 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor : 1.20 Wind Load Factor : 1.60 Shaft Segment Forces (Factored) Seg Top Ice Wind Dead Tot Dead Elev oz azGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kzt Kz (psf) (psf) (mph -ft) Cf tin) (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 1.00 0.70 15.203 16.72 186.92 0.650 0.00 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.70 15.203 16.72 181.50 0.835 * 0.00 5.00 11.650 9.73 260.3 0.0 442.0 10.00 1.00 0.70 15.203 16.72 176.08 1.200 * 0.00 5.00 11.307 13.67 363.1 0.0 428.9 15.00 1.00 0.70 15.203 16.72 170.66 1.200 * 0.00 5.00 10.964 13.16 352.0 0.0 415.8 20.00 1.00 0.70 15.203 16.72 165.24 1.200 * 0.00 5.00 10.621 12.75 341.0 0.0 402.6 25.00 1.00 0.70 15.203 16.72 159.82 1.200 * 0.00 5.00 10.279 12.33 330.0 0.0 389.5 30.00 1.00 0.70 15.216 16.73 154.47 1.200 * 0.00 5.00 9.936 11.92 319.3 0.0 376.4 32.00 Bot - Section 2 1.00 0.71 15.499 17.04 153.71 1.200 * 0.00 2.00 3.878 4.65 127.0 0.0 146.9 35.00 Top - Section 1 1.00 0.73 15.901 17.49 152.36 1.200 * 0.00 3.00 5.810 6.97 195.1 0.0 381.9 40.00 1.00 0.76 16.519 18.17 152.26 1.200 * 0.00 5.00 9.409 11.29 328.3 0.0 267.9 45.00 Appertunance(s) 1.00 0.78 17.085 18.79 149.10 1.200 * 0.00 5.00 9.066 10.88 327.1 0.0 258.1 50.00 1.00 0.81 17.607 19.36 145.53 1.200 * 0.00 5.00 8.723 10.47 324.4 0.0 248.2 55.00 1.00 0.83 18.093 19.90 141.61 1.200 * 0.00 5.00 8.381 10.06 320.2 0.0 238.4 60.00 Aooertunance(s) 1.00 0.85 18.548 20.40 137.39 1.200 * 0.00 5.00 8.038 9.65 314.9 0.0 228.5 65.00 1.00 0.87 18.977 20.87 132.92 0.650 0.00 5.00 7.695 5.00 167.1 0.0 218.7 70.00 1.00 0.R9 19.3R3 21.32 12R.21 0.650 0.00 5.00 7.352 4.7R 163.0 0.0 208.9 75.00 1.00 0.91 19.769 21.74 123.30 0.650 0.00 5.00 7.009 4.56 158.5 0.0 199.0 76.00 Appertunance(s) 1.00 0.91 19.844 21.82 122.29 0.650 0.00 1.00 1.361 0.88 30.9 0.0 38.6 *= Cf Adjusted By Linear Load Ra Effect Totals: 76.00 4,422.2 0.0 4,890.3 • Pole : 82805 Code: ANSUTIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Tigard -99, OR Struct Class : II 5/2/2011 11:07:03 AA Height : 76.00 (ft) Exposure Category : B Page: 4 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) • Top Dia : 16.00 (in) / X Taper : 0.162039 (in /ft) Base Elev : 0.000 (ft) 7/ • Load Case: 1.2D + 1.6W 94.50 mph with No Ice 21 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor : 1.20 Wind Load Factor : 1.60 Discrete Appurtenance Segment Forces (Factored) Total Horiz Vert Wind Mom Mom Dead Elev qz qzGh CaAa caAa Ecc Ecc FX Y Z Load (ft) Description Qty (psf) (psf) Factor Ka (sf) (ft) (ft) (Ib) (Ib -ft) (Ib -ft) (Ib) 45.00 Antel BXA- 70063 -8CF 1 17.085 18.793 0.80 0.80 8.54 0.000 0.000 256.67 0.00 0.00 28.80 45.00 CSS XP18 -80 -0 1 17.085 18.793 0.80 0.80 3.90 0.000 0.000 117.15 0.00 0.00 18.00 45.00 ClearComm CCDP- 2 17.085 18.793 0.40 0.80 0.42 0.000 0.000 12.51 0.00 0.00 13.20 45.00 Antel LPD- 7905/8 2 17.085 18.793 0.80 0.80 15.06 0.000 0.000 452.72 0.00 0.00 116.88 45.00 Flat Low Profile Pla 1 17.085 18.793 1.00 1.00 26.10 0.000 0.000 784.80 0.00 0.00 1,800.00 60.00 Kathrein 742 264 9 18.548 20.403 0.62 0.80 29.09 0.000 0.000 949.66 0.00 0.00 393.12 60.00 Powerwave P65 -17- 3 18.548 20.403 0.64 0.80 22.00 0.000 0.000 718.29 0.00 0.00 212.40 60.00 Lucent 9442 RRH AWS 3 18.548 20.403 0.66 0.80 4.94 0.000 0.000 161.25 0.00 0.00 154.80 60.00 Lucent 9442 RRH 700 3 18.548 20.403 0.75 0.80 5.62 0.000 0.000 183.38 0.00 0.00 183.60 60.00 Ravcap DC6- 48- 60 -18- 1 18.548 20.403 0.40 0.80 0.59 0.000 0.000 19.20 0.00 0.00 38.16 60.00 Powerwave LGP21401 12 18.548 20.403 0.40 0.80 6.19 0.000 0.000 202.14 0.00 0.00 203.04 60.00 Kathrein 860 10025 18 18.548 20.403 0.40 0.80 1.30 0.000 0.000 42.31 0.00 0.00 25.92 60.00 Round T -Arm 3 18.548 20.403 0.50 0.75 14.62 0.000 0.000 477.35 0.00 0.00 900.00 76.00 Antel BXA- 70063 -8CF 2 19.844 21.829 0.66 0.80 14.17 0.000 0.000 494.89 0.00 0.00 57.60 7R.nn CSS XP1R -Rn -n 2 19.R44 21.829 n.R0 n.Rn 6.84 n.nnn n. 2n4.11 n.nn 0 n nR.nn 76.00 ClearComm CCDP- 4 19.844 21.829 0.40 0.80 0.83 0.000 0.000 29.06 0.00 0.00 26.40 76.00 Antel LPD- 7905/8 4 20.137 22.151 0.69 0.80 25.90 0.000 4.000 917.80 0.00 3.671.20 233.76 76.00 GPS 1 20.173 22.190 0.80 0.80 0.80 0.000 4.500 28.40 0.00 127.82 12.00 76.00 Flat T -Arm 3 19.844 21.829 0.50 0.75 19.45 0.000 0.000 679.19 0.00 0.00 900.00 6,730.86 5,353.68 • Pole : 82805 Code: ANSI/TIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Tigard-99, OR Y 5/2/2011 11:07:03 M Location : Ti 9 Struct Class : II Height : 76.00 (ft) Exposure Category : B Page: 5 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / x Taper : 0.162039 (in /ft) Base Elev : 0.000 (ft) z/ - Load Case: 1.2D + 1.6W 94.50 mph with No Ice 21 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor : 1.20 Wind Load Factor : 1.60 Linear Appurtenance Segment Forces (Factored) Seg Top Exposed Cf Dead Elev Exposed Length Width Area CaAa qz Adjust F X Load (ft) Description To Wind (ft) Ca (in) (sqft) (sqft) (psf) Ra Factor (Ib) (Ib) 5.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.195 1.285 0.00 0.42 5.00 (2119.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.195 1.285 0.00 6.36 5.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.195 1.285 0.00 0.48 5.00 (18) 7/8" Coax Yes 5.00 0.000 5.45 2.27 0.00 15.203 0.195 1.285 0.00 35.64 10.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.201 0.000 0.00 0.42 10.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.201 0.000 0.00 6.36 10.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.201 0.000 0.00 0.48 10.00 11817/8" Coax Yes 5.00 1.069 5.45 2.27 2.43 15.203 0.201 0.000 64.98 35.64 15.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.207 0.000 0.00 0.42 15.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.207 0.000 0.00 6.36 15.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.207 0.000 0.00 0.48 15.00 (18) 7/8" Coax Yes 5.00 1.069 5.45 2.27 2.43 15.203 0.207 0.000 64.98 35.64 20.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.214 0.000 0.00 0.42 20.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.214 0.000 0.00 6.36 20.00 (11 3 /R" Coax Yes s.nn n.nnn n.nn 0 00 n.nn 15.203 0. 214 0.000 n.nn 0.4R 20.00 11817/8" Coax Yes 5.00 1.069 5.45 2.27 2.43 15.203 0.214 0.000 64.98 35.64 25.00 11110mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.221 0.000 0.00 0.42 25.00 (2119.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.221 0.000 0.00 6.36 25.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.221 0.000 0.00 0.48 25.00 (18) 7/8" Coax Yes 5.00 1.069 5.45 2.27 2.43 15.203 0.221 0.000 64.98 35.64 30.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.216 0.229 0.000 0.00 0.42 30.00 (2119.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.216 0.229 0.000 0.00 6.36 30.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.216 0.229 0.000 0.00 0.48 30.00 (18) 7/8" Coax Yes 5.00 1.069 5.45 2.27 2.43 15.216 0.229 0.000 65.00 35.64 32.00 (1) 10mm Coax Yes 2.00 0.000 0.00 0.00 0.00 15.499 0.234 0.000 0.00 0.17 32.00 (2) 19.2mm Coax Yes 2.00 0.000 0.00 0.00 0.00 15.499 0.234 0.000 0.00 2.54 32.00 (1) 3/8" Coax Yes 2.00 0.000 0.00 0.00 0.00 15.499 0.234 0.000 0.00 0.19 32.00 (18) 7/8" Coax Yes 2.00 1.059 5.45 0.91 0.96 15.499 0.234 0.000 26.24 14.26 35.00 (11 10mm Coax Yes 3.00 0.000 0.00 0.00 0.00 15.901 0.238 0.000 0.00 0.25 35.00 (2) 19.2mm Coax Yes 3.00 0.000 0.00 0.00 0.00 15.901 0.238 0.000 0.00 3.82 35.00 (1) 3/8" Coax Yes 3.00 0.000 0.00 0.00 0.00 15.901 0.238 0.000 0.00 0.29 35.00 (18) 7/8" Coax Yes 3.00 1.046 5.45 1.36 1.42 15.901 0.238 0.000 39.87 21.38 40.00 11) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 16.519 0.241 0.000 0.00 0.42 40.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 16.519 0.241 0.000 0.00 6.36 40.00 (113/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 16.519 0.241 0.000 0.00 0.48 40.00 (18) 7/8" Coax Yes 5.00 1.026 5.45 2.27 2.33 16.519 0.241 0.000 67.73 35.64 45.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 17.085 0.250 0.000 0.00 0.42 • 45.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 17.085 0.250 0.000 0.00 6.36 45.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 17.085 0.250 0.000 0.00 0.48 45.00 (18) 7/8" Coax Yes 5.00 1.009 5.45 2.27 2.29 17.085 0.250 0.000 68.88 35.64 50.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 17.607 0.260 0.000 0.00 0.42 • 50.00 (21 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 17.607 0.260 0.000 0.00 6.36 50.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 17.607 0.260 0.000 0.00 0.48 50.00 (18) 7/8" Coax Yes 5.00 0.994 5.45 2.27 2.26 17.607 0.260 0.000 69.93 35.64 55.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 18.093 0.271 0.000 0.00 0.42 55.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 18.093 0.271 0.000 0.00 6.36 55.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 18.093 0.271 0.000 0.00 0.48 55.00 (18) 7/8" Coax Yes 5.00 0.980 5.45 2.27 2.23 18.093 0.271 0.000 70.88 35.64 60.00 (11 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 18.548 0.283 0.000 0.00 0.42 60.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 18.548 0.283 0.000 0.00 6.36 60.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 18.548 0.283 0.000 0.00 0.48 • Pole : 82805 Code: ANSIJTIA -222 Rev G Copynght Semaan Engineering Solutions, Inc Tigard-99, OR Y 5/2/2011 11:07:03 AA Location : Ti 9 Struct Class : II Height : 76.00 (ft) Exposure Category : B Page: 6 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) X Taper : 0.162039 (in /ft) Base Elev : 0.000 (ft) z/ . Load Case: 1.2D + 1.6W 94.50 mph with No Ice 21 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor: 1.20 Wind Load Factor : 1.60 60.00 (18) 7/8" Coax Yes 5.00 0.968 5.45 2.27 2.20 18.548 0.283 0.000 71.77 35.64 Totals: 740.22 514.79 • Pole : 82805 Code: ANSI) TIA -222 Rev G Copynght Semaan Engineering Solutions, Inc Location : Tigard -99, OR Struct Class : II Y 5/2/2011 11:07:03 AA Height : 76.00 (ft) Exposure Category : B Page: 7 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / x Taper : 0.162039 (in /ft) Base Elev : 0.000 (ft) z/ . Load Case: 1.2D + 1.6W 94.50 mph with No Ice 21 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor : 1.20 Wind Load Factor : 1.60 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX ( -) FY ( -) MY MZ (ft) (Ib) (Ib) (lb -ft) (Ib -ft) 0.00 0.00 0.00 0.00 0.00 5.00 260.31 533.09 0.00 0.00 10.00 428.03 519.97 0.00 0.00 15.00 417.02 506.84 0.00 0.00 20.00 406.02 493.72 0.00 0.00 25.00 395.01 480.59 0.00 0.00 30.00 384.30 467.47 0.00 0.00 32.00 153.20 183.31 0.00 0.00 35.00 234.98 436.51 0.00 0.00 40.00 396.00 359.00 0.00 0.00 45.00 2.019.85 2.326.03 0.00 0.00 50.00 394.31 331.39 0.00 0.00 55.00 391.12 321.54 0.00 0.00 60.00 3.140.22 2.422.74 0.00 0.00 65.00 167.06 258.96 0.00 0.00 7n AO 1R3 n3 249.11 n.nn n_nn 75.00 158.53 239.27 0.00 0.00 76.00 2,384.34 1,312.43 0.00 3,799.01 Totals: 11,893.32 11,441.95 0.00 3,799.01 Pole : 82805 Code: ANSI TIA -222 Rev G Copyright Semaan Engmeenng Solutions, Inc and 99, OR Y 5/2/2011 11:07:03 All Location : Tigard-99, Struct Class : II Height : 76.00 (ft) Exposure Category : B Page: 8 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / x • Taper : 0.162039 (in /ft) Base Elev : 0.000 (ft) 7 / . Load Case: 1.2D + 1.6W 94.50 mph with No Ice 21 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor : 1.20 Wind Load Factor : 1.60 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY ( -) FX ( -) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft -kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft -kips) (ft-kips) (in) (deg) Ratio 0.00 -11.40 -11.93 0.00 - 627.45 0.00 627.45 1,473.49 736.74 1,674.57 838.53 0.00 0.00 0.756 5.00 -10.79 -11.75 0.00 - 567.78 0.00 567.78 1,441.82 720.91 1,590.21 796.29 0.21 -0.40 0.721 10.00 -10.19 -11.38 0.00 - 509.05 0.00 509.05 1,409.45 704.73 1,507.23 754.73 0.85 -0.79 0.682 15.00 -9.62 -11.02 0.00 - 452.14 0.00 452.14 1.374.52 687.26 1.423.76 712.94 1.88 -1.18 0.641 20.00 -9.07 -10.66 0.00 - 397.03 0.00 397.03 1,330.43 665.22 1.333.46 667.72 3.32 -1.55 0.602 25.00 -8.54 -10.30 0.00 - 343.73 0.00 343.73 1,286.35 643.17 1,246.11 623.98 5.14 -1.91 0.558 30.00 -8.04 -9.94 0.00 - 292.20 0.00 292.20 1,242.26 621.13 1,161.73 581.73 7.32 -2.25 0.509 32.00 -7.84 -9.80 0.00 - 272.33 0.00 272.33 1,224.62 612.31 1,128.80 565.24 8.30 -2.39 0.488 35.00 -7.37 -9.58 0.00 - 242.93 0.00 242.93 876.31 438.15 808.20 404.70 9.86 -2.58 0.609 40.00 -6.98 -9.20 0.00 - 195.05 0.00 195.05 853.91 426.95 758.89 380.01 12.72 -2.87 0.522 45.00 -4.73 -7.09 0.00 - 149.05 0.00 149.05 830.81 415.41 710.49 355.77 15.90 -3.19 0.425 50.00 -4.39 -6.69 0.00 - 113.62 0.00 113.62 807.03 403.52 663.08 332.03 19.40 -3.47 0.348 55.00 -4.08 -6.30 0.00 -80.16 0.00 80.16 782.56 391.28 616.72 308.82 23.15 -3.69 0.265 60.00 -1.86 -3.01 0.00 -48.68 0.00 48.68 751.15 375.58 566.77 283.80 27.12 -3.87 0.174 65.00 -1.61 -2.83 0.00 -33.64 0.00 33.64 718.09 359.04 517.73 259.25 31.24 -3.99 0.132 70.00 -1.37 -2.65 0.00 -19.51 0.00 19.51 685.02 342.51 470.90 235.80 35.47 -4.08 0.085 75.00 - 1.14 - 2.47 0.0n - R.27 0.00 R.27 551.95 32.5.98 428.30 213 47 39.77 - 4.14 0.031 76.00 0.00 -2.38 0.00 -3.80 0.00 3.80 645.34 322.67 417.65 209.13 40.64 -4.14 0.018 • • Pole : 82805 Code: ANSI/TIA -222 Rev G Copynght Semaan Engineering Solutions, Inc Tigard-99, OR Y 5/2/2011 11:07:04 All Location : Ti 9 Struct Class : II Height : 76.00 (ft) Exposure Category : B Page: 9 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / X Taper : 0.162039 (in /ft) Base Elev : 0.000 (ft) z/ . Load Case: 0.9D + 1.6W 94.50 mph with No Ice (Reduced DL) 21 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor : 0.90 Wind Load Factor : 1.60 Shaft Segment Forces (Factored) Seg Top Ice Wind Dead Tot Dead Elev az azGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kzt Kz (psf) (psf) (mph -ft) Cf (in) (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 1.00 0.70 15.203 16.72 186.92 0.650 0.00 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.70 15.203 16.72 181.50 0.650 * 0.00 5.00 11.650 7.57 202.6 0.0 331.5 10.00 1.00 0.70 15.203 16.72 176.08 1.200 * 0.00 5.00 11.307 13.57 363.1 0.0 321.7 15.00 1.00 0.70 15.203 16.72 170.66 1.200 * 0.00 5.00 10.964 13.16 352.0 0.0 311.8 20.00 1.00 0.70 15.203 16.72 165.24 1.200 * 0.00 5.00 10.621 12.75 341.0 0.0 302.0 25.00 1.00 0.70 15.203 16.72 159.82 1.200 * 0.00 5.00 10.279 12.33 330.0 0.0 292.1 30.00 1.00 0.70 15.216 16.73 154.47 1.200 * 0.00 5.00 9.936 11.92 319.3 0.0 282.3 32.00 Bot - Section 2 1.00 0.71 15.499 17.04 153.71 1.200 * 0.00 2.00 3.878 4.65 127.0 0.0 110.2 35.00 Top - Section 1 1.00 0.73 15.901 17.49 152.36 1.200 * 0.00 3.00 5.810 6.97 195.1 0.0 286.4 40.00 1.00 0.76 16.519 18.17 152.26 1.200 * 0.00 5.00 9.409 11.29 328.3 0.0 200.9 45.00 Appertunance(s) 1.00 0.78 17.085 18.79 149.10 1.200 * 0.00 5.00 9.066 10.88 327.1 0.0 193.6 50.00 1.00 0.81 17.607 19.36 145.53 1.200 * 0.00 5.00 8.723 10.47 324.4 0.0 186.2 55.00 1.00 0.83 18.093 19.90 141.61 1.200 * 0.00 5.00 8.381 10.06 320.2 0.0 178.8 60.00 Aooertunance(s1 1.00 0.85 18.548 20.40 137.39 1.200 * 0.00 5.00 8.038 9.65 314.9 0.0 171.4 65.00 1.00 0.87 18.977 20.87 132.92 0.650 0.00 5.00 7.695 5.00 167.1 0.0 164.0 70.00 1.00 0 R9 19.383 21.32 128.21 0.650 0.00 5.00 7.352 4.7R 153.0 0.0 155.5 75.00 1.00 0.91 19.769 21.74 123.30 0.650 0.00 5.00 7.009 4.56 158.5 0.0 149.3 76.00 Appertunance(s) 1.00 0.91 19.844 21.82 122.29 0.650 0.00 1.00 1.361 0.88 30.9 0.0 29.0 * = Cf Adjusted By Linear Load Ra Effect Totals: 76.00 4,364.5 0.0 3,667.7 • Pole : 82805 Code: ANSI/TIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Tigard -99, OR Struct Class : II Y 5/2/2011 11:07:04 M Height : 76.00 (ft) Exposure Category : B Page: 10 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / x Taper : 0.162039 (in /ft) Base Elev : 0.000 (ft) 7/ . Load Case: 0.9D + 1.6W 94.50 mph with No Ice (Reduced DL) 21 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor : 0.90 Wind Load Factor : 1.60 Discrete Appurtenance Segment Forces (Factored) Total Horiz Vert Wind Mom Mom Dead Elev qz qzGh CaAa GaAa Ecc Ecc FX Y Z Load (ft) Description Qty (psf) (psf) Factor Ka (sf) (ft) (ft) (Ib) (Ib -ft) (Ib -ft) (Ib) 45.00 Antel BXA- 70063 -8CF 1 17.085 18.793 0.80 0.80 8.54 0.000 0.000 256.67 0.00 0.00 21.60 45.00 CSS XP18 -80 -0 1 17.085 18.793 0.80 0.80 3.90 0.000 0.000 117.15 0.00 0.00 13.50 45.00 ClearComm CCDP- 2 17.085 18.793 0.40 0.80 0.42 0.000 0.000 12.51 0.00 0.00 9.90 45.00 Antel LPD- 7905/8 2 17.085 18.793 0.80 0.80 15.06 0.000 0.000 452.72 0.00 0.00 87.66 45.00 Flat Low Profile Pla 1 17.085 18.793 1.00 1.00 26.10 0.000 0.000 784.80 0.00 0.00 1,350.00 60.00 Kathrein 742 264 9 18.548 20.403 0.62 0.80 29.09 0.000 0.000 949.66 0.00 0.00 294.84 60.00 Powerwave P65 -17- 3 18.548 20.403 0.64 0.80 22.00 0.000 0.000 718.29 0.00 0.00 159.30 60.00 Lucent 9442 RRH AWS 3 18.548 20.403 0.66 0.80 4.94 0.000 0.000 161.25 0.00 0.00 116.10 60.00 Lucent 9442 RRH 700 3 18.548 20.403 0.75 0.80 5.62 0.000 0.000 183.38 0.00 0.00 137.70 60.00 Raycap DC6- 48- 60 -18- 1 18.548 20.403 0.40 0.80 0.59 0.000 0.000 19.20 0.00 0.00 28.62 60.00 Powerwave LGP21401 12 18.548 20.403 0.40 0.80 6.19 0.000 0.000 202.14 0.00 0.00 152.28 60.00 Kathrein 860 10025 18 18.548 20.403 0.40 0.80 1.30 0.000 0.000 42.31 0.00 0.00 19.44 60.00 Round T -Arm 3 18.548 20.403 0.50 0.75 14.62 0.000 0.000 477.35 0.00 0.00 675.00 76.00 Antel BXA- 70063 -8CF 2 19.844 21.829 0.66 0.80 14.17 0.000 0.000 494.89 0.00 0.00 43.20 7R.nn CRS XPIR.R0 - 0 2 19.R44 21_R29 n_Rn n_Rm 5.R4 0.000 0.000 204.11 n_nn n.nn 27 nn 76.00 ClearComm CCDP- 4 19.844 21.829 0.40 0.80 0.83 0.000 0.000 29.06 0.00 0.00 19.80 76.00 Antel LPD - 7905/8 4 20.137 22.151 0.69 0.80 25.90 0.000 4.000 917.80 0.00 3.671.20 175.32 76.00 GPS 1 20.173 22.190 0.80 0.80 0.80 0.000 4.500 28.40 0.00 127.82 9.00 76.00 Flat T -Arm 3 19.844 21.829 0.50 0.75 19.45 0.000 0.000 679.19 0.00 0.00 675.00 6,730.86 4,015.26 • • • Pole : 82805 Code: ANSI/TIA -222 Rev G Copynght Semaan Engineering Solutions, Inc Location : Tigard-99, OR Y 9 Struct Class : II 5/212011 11:07:04 M Height : 76.00 (ft) Exposure Category : B Page: 11 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / x Taper : 0.162039 (in/ft) Base Elev : 0.000 (ft) 7/ . Load Case: 0.9D + 1.6W 94.50 mph with No Ice (Reduced DL) 21 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor : 0.90 Wind Load Factor : 1.60 Linear Appurtenance Segment Forces (Factored) Seg Top Exposed Cf Dead Elev Exposed Length Width Area CaAa qz Adjust F X Load (ft) Description To Wind (ft) Ca (in) (sqft) (sqft) (psf) Ra Factor (Ib) (Ib) 5.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.195 1.285 0.00 0.31 5.00 12119.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.195 1.285 0.00 4.77 5.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.195 1.285 0.00 0.36 5.00 (18) 7/8" Coax Yes 5.00 0.000 5.45 2.27 0.00 15.203 0.195 1.285 0.00 26.73 10.00 (1)10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.201 0.000 0.00 0.31 10.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.201 0.000 0.00 4.77 10.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.201 0.000 0.00 0.36 10.00 (1817/8" Coax Yes 5.00 1.069 5.45 2.27 2.43 15.203 0.201 0.000 64.98 26.73 15.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.207 0.000 0.00 0.31 15.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.207 0.000 0.00 4.77 15.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.207 0.000 0.00 0.36 15.00 (18) 7/8" Coax Yes 5.00 1.069 5.45 2.27 2.43 15.203 0.207 0.000 64.98 26.73 20.00 (1)10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.214 0.000 0.00 0.31 20.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.214 0.000 0.00 4.77 20.00 (113 /R" Cnaw Yes s_nn n. nnn n.nn n. nn n. nn 16.203 0.214 0.000 0.00 0.36 20.00 (1817/8" Coax Yes 5.00 1.069 5.45 2.27 2.43 15.203 0.214 0.000 64.98 26.73 25.00 (1)10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.221 0.000 0.00 0.31 25.00 12119.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.221 0.000 0.00 4.77 25.00 (113/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.221 0.000 0.00 0.36 25.00 (18) 7/8" Coax Yes 5.00 1.069 5.45 2.27 2.43 15.203 0.221 0.000 64.98 26.73 30.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.216 0.229 0.000 0.00 0.31 30.00 (21 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.216 0.229 0.000 0.00 4.77 30.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.216 0.229 0.000 0.00 0.36 30.00 (18) 7/8" Coax Yes 5.00 1.069 5.45 2.27 2.43 15.216 0.229 0.000 65.00 26.73 32.00 (1) 10mm Coax Yes 2.00 0.000 0.00 0.00 0.00 15.499 0.234 0.000 0.00 0.13 32.00 (2) 19.2mm Coax Yes 2.00 0.000 0.00 0.00 0.00 15.499 0.234 0.000 0.00 1.91 32.00 (1) 3/8" Coax Yes 2.00 0.000 0.00 0.00 0.00 15.499 0.234 0.000 0.00 0.14 32.00 (18) 7/8" Coax Yes 2.00 1.059 5.45 0.91 0.96 15.499 0.234 0.000 26.24 10.69 35.00 (1) 10mm Coax Yes 3.00 0.000 0.00 0.00 0.00 15.901 0.238 0.000 0.00 0.19 35.00 (2) 19.2mm Coax Yes 3.00 0.000 0.00 0.00 0.00 15.901 0.238 0.000 0.00 2.86 35.00 (113/8" Coax Yes 3.00 0.000 0.00 0.00 0.00 15.901 0.238 0.000 0.00 0.22 35.00 (1817/8" Coax Yes 3.00 1.046 5.45 1.36 1.42 15.901 0.238 0.000 39.87 16.04 40.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 16.519 0.241 0.000 0.00 0.31 40.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 16.519 0.241 0.000 0.00 4.77 40.00 1113/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 16.519 0.241 0.000 0.00 0.36 40.00 (18) 7/8" Coax Yes 5.00 1.026 5.45 2.27 2.33 16.519 0.241 0.000 67.73 26.73 45.00 (1)10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 17.085 0.250 0.000 0.00 0.31 45.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 17.085 0.250 0.000 0.00 4.77 45.00 (113/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 17.085 0.250 0.000 0.00 0.36 45.00 (1817/8" Coax Yes 5.00 1.009 5.45 2.27 2.29 17.085 0.250 0.000 68.88 26.73 50.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 17.607 0.260 0.000 0.00 0.31 . 50.00 (21 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 17.607 0.260 0.000 0.00 4.77 50.00 (113/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 17.607 0.260 0.000 0.00 0.36 50.00 (18) 7/8" Coax Yes 5.00 0.994 5.45 2.27 2.26 17.607 0.260 0.000 69.93 26.73 55.00 (1)10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 18.093 0.271 0.000 0.00 0.31 55.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 18.093 0.271 0.000 0.00 4.77 55.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 18.093 0.271 0.000 0.00 0.36 55.00 (1817/8" Coax Yes 5.00 0.980 5.45 2.27 2.23 18.093 0.271 0.000 70.88 26.73 60.00 (1)10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 18.548 0.283 0.000 0.00 0.31 60.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 18.548 0.283 0.000 0.00 4.77 60.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 18.548 0.283 0.000 0.00 0.36 • Pole : 82805 Code: ANSI/TIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Tigard -99, OR Struct Class : II Y 5/2/2011 11:07:04 AA Height : 76.00 (ft) Exposure Category : B Page: 12 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / X Taper : 0.162039 (in /ft) Base Elev : 0.000 (ft) z / . Load Case: 0.9D + 1.6W 94.50 mph with No Ice (Reduced DL) 21 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor : 0.90 Wind Load Factor : 1.60 60.00 (18)7/8" Coax Yes 5.00 0.968 5.45 2.27 2.20 18.548 0.283 0.000 71.77 26.73 Totals: 740.22 386.09 • Pole : 82805 Code: ANSI/TIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Tigard-99, OR Y 9 Struct Class : II 5/2/2011 11:07:04 AA Height : 76.00 (ft) Exposure Category : B Page: 13 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / x Taper : 0.162039 (in /ft) Base Elev : 0.000 (ft) z / . Load Case: 0.9D + 1.6W 94.50 mph with No Ice (Reduced DL) 21 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 Seg Lateral Axial Torsion Moment Elev FX ( -) FY ( -) MY MZ (ft) (Ib) (Ib) (lb -ft) (lb -ft) 0.00 0.00 0.00 0.00 0.00 5.00 202.62 399.82 0.00 0.00 10.00 428.03 389.97 0.00 0.00 15.00 417.02 380.13 0.00 0.00 20.00 406.02 370.29 0.00 0.00 25.00 395.01 360.44 0.00 0.00 30.00 384.30 350.60 0.00 0.00 32.00 153.20 137.48 0.00 0.00 35.00 234.98 327.38 0.00 0.00 40.00 396.00 269.25 0.00 0.00 45.00 2,019.85 1.744.52 0.00 0.00 50.00 394.31 248.54 0.00 0.00 55.00 391.12 241.16 0.00 0.00 60.00 3.140.22 1.817.05 0.00 0.00 65.00 167.06 194.22 0.00 0.00 7n.nn 1R3.n3 1R6.83 n. nn n.nn 75.00 158.53 179.45 0.00 0.00 76.00 2,384.34 984.32 0.00 3,799.01 Totals: 11,835.62 8,581.46 0.00 3,799.01 • • Pole : 82805 Code: ANSVTIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Tigard -99, OR Struct Class : II 5/212011 11:07:04 At Height : 76.00 (ft) Exposure Category : B Page: 14 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / x Taper : 0.162039 (in/ft) Base Elev : 0.000 (ft) z/ Load Case: 0.9D + 1.6W 94.50 mph with No Ice (Reduced DL) 21 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor : 0.90 Wind Load Factor : 1.60 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY ( -) FX ( -) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio 0.00 -8.54 -11.87 0.00 - 622.55 0.00 622.55 1,473.49 736.74 1,674.57 838.53 0.00 0.00 0.748 5.00 -8.06 -11.72 0.00 - 563.23 0.00 563.23 1,441.82 720.91 1,590.21 796.29 0.21 -0.40 0.713 10.00 -7.60 -11.34 0.00 - 504.64 0.00 504.64 1,409.45 704.73 1,507.23 754.73 0.84 -0.79 0.674 15.00 -7.15 -10.96 0.00 - 447.96 0.00 447.96 1.374.52 687.26 1.423.76 712.94 1.87 -1.17 0.634 20.00 -6.73 -10.59 0.00 - 393.16 0.00 393.16 1,330.43 665.22 1,333.46 667.72 3.29 -1.54 0.594 25.00 -6.32 -10.22 0.00 - 340.21 0.00 340.21 1,286.35 643.17 1,246.11 623.98 5.09 -1.89 0.550 30.00 -5.94 -9.85 0.00 - 289.11 0.00 289.11 1,242.26 621.13 1,161.73 581.73 7.26 -2.23 0.502 32.00 -5.78 -9.71 0.00 - 269.41 0.00 269.41 1,224.62 612.31 1,128.80 565.24 8.23 -2.37 0.482 35.00 -5.42 -9.48 0.00 - 240.29 0.00 240.29 876.31 438.15 808.20 404.70 9.77 -2.56 0.600 40.00 -5.13 -9.10 0.00 - 192.89 0.00 192.89 853.91 426.95 758.89 380.01 12.61 -2.84 0.514 45.00 -3.45 -7.01 0.00 - 147.39 0.00 147.39 830.81 415.41 710.49 355.77 15.76 -3.16 0.419 50.00 -3.20 -6.62 0.00 - 112.34 0.00 112.34 807.03 403.52 663.08 332.03 19.22 -3.43 0.343 55.00 -2.96 -6.22 0.00 -79.27 0.00 79.27 782.56 391.28 616.72 308.82 22.94 -3.66 0.261 60.00 -1.35 -2.97 0.00 -48.17 0.00 48.17 751.15 375.58 566.77 283.80 26.87 -3.83 0.172 65.00 -1.16 -2.79 0.00 -33.31 0.00 33.31 718.09 359.04 517.73 259.25 30.94 -3.95 0.130 70.00 -0.98 -2.62 0.00 -19.34 0.00 19.34 685.02 342.51 470.90 235.80 35.13 -4.04 0.084 75.00 - 0.51 - 2.45 0. 00 - 5.25 n.nn 5.25 551.98 325.98 425.30 213.47 39.39 - 4.09 0.031 76.00 0.00 -2.38 0.00 -3.80 0.00 3.80 645.34 322.67 417.65 209.13 40.25 -4.10 0.018 • Pole : 82805 Code: ANSI/TIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Tigard-99, OR Y 5/2/2011 11:07:04 All 9 Struct Class : II Height : 76.00 (ft) Exposure Category : B Page: 15 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / X Taper : 0.162039 (in/ft) Base Elev : 0.000 (ft) z/ . Load Case: 1.2D + 1.0Di + 1.0Wi 50.00 mph with 1.25 in Radial Ice 21 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 Shaft Segment Forces (Factored) Seg Top Ice Wind Dead Tot Dead Elev gz azGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kzt Kz (psf) (psf) (mph -ft) Cf (in) (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 1.00 0.70 4.256 4.682 0.000 1.200 0.00 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.70 4.256 4.682 0.000 1.200 * 2.07 5.00 13.375 16.05 75.1 378.4 820.4 10.00 1.00 0.70 4.256 4.682 0.000 1.200 * 2.21 5.00 13.156 15.79 73.9 396.3 825.2 15.00 1.00 0.70 4.256 4.682 0.000 1.200 * 2.31 5.00 12.890 15.47 72.4 402.3 818.1 20.00 1.00 0.70 4.256 4.682 0.000 1.200 * 2.37 5.00 12.603 15.12 70.8 402.9 805.6 25.00 1.00 0.70 4.256 4.682 0.000 1.200 * 2.43 5.00 12.305 14.77 69.1 400.5 790.0 30.00 1.00 0.70 4.260 4.686 0.000 1.200 * 2.47 5.00 11.999 14.40 67.5 396.0 772.4 32.00 Bot - Section 2 1.00 0.71 4.339 4.773 0.000 1.200 * 2.49 2.00 4.709 5.65 27.0 157.5 304.4 35.00 Top - Section 1 1.00 0.73 4.451 4.897 0.000 1.200 * 2.51 3.00 7.067 8.48 41.5 237.5 619.4 40.00 1.00 0.76 4.625 5.087 0.000 1.200 * 2.54 5.00 11.533 13.84 70.4 388.8 656.7 45.00 Appertunance(s) 1.00 0.78 4.783 5.261 0.000 1.200 * 2.57 5.00 11.215 13.46 70.8 380.8 638.9 50.00 1.00 0.81 4.929 5.422 0.000 1.200 * 2.60 5.00 10.895 13.07 70.9 372.0 620.3 55.00 1.00 0.83 5.065 5.572 0.000 1.200 * 2.63 5.00 10.573 12.69 70.7 362.6 601.0 60.00 Auoertunancelsl 1.00 0.85 5.193 5.712 0.000 1.200 * 2.65 5.00 10.250 12.30 70.3 352.7 581.2 65.00 1.00 0.87 5.313 5.844 0.000 1.200 2.67 5.00 9.924 11.91 69.6 342.3 561.0 70.00 1.00 0.R9 5.426 5.969 n 000 1.200 2.69 5.00 9.598 11.52 68.7 331.5 540.4 75.00 1.00 0.91 5.534 6.088 0.000 1.200 2.71 5.00 9.271 11.13 67.7 320.3 519.3 76.00 Appertunance(s) 1.00 0.91 5.555 6.111 0.000 1.200 2.71 1.00 1.814 2.18 13.3 63.6 102.2 = Cf Adjusted By Linear Load Ra Effect Totals: 76.00 1,069.8 5,686.1 10,576.4 • Pole : 82805 Code: ANSI/TIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Tigard-99, OR Y 5/2/2011 11:07:04 All Location : Ti 9 Struct Class : II Height : 76.00 (ft) Exposure Category : B Page: 16 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) • / X Taper : 0.162039 (in /ft) Base Elev : 0.000 (ft) z/ . Load Case: 1.2D + 1.0Di + 1.0Wi 50.00 mph with 1.25 in Radial Ice 21 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 Discrete Appurtenance Segment Forces (Factored) Total Horiz Vert Wind Mom Mom Dead Elev qz qzGh CaAa CaAa Ecc Ecc FX Y Z Load (ft) Description Qty (psf) (psf) Factor Ka (sf) (ft) (ft) (Ib) (Ib -ft) (Ib -ft) (Ib) 45.00 Antel BXA- 70063 -8CF 1 4.783 5.261 0.80 0.80 10.49 0.000 0.000 55.21 0.00 0.00 394.55 45.00 CSS XP18 -80 -0 1 4.783 5.261 0.80 0.80 5.35 0.000 0.000 28.16 0.00 0.00 188.63 45.00 ClearComm CCDP- 2 4.783 5.261 0.40 0.80 0.75 0.000 0.000 3.95 0.00 0.00 78.86 45.00 Antel LPD- 7905/8 2 4.783 5.261 0.80 0.80 18.99 0.000 0.000 99.91 0.00 0.00 795.17 45.00 Flat Low Profile PIa 1 4.783 5.261 1.00 1.00 54.37 0.000 0.000 286.03 0.00 0.00 2.559.30 60.00 Kathrein 742 264 9 5.193 5.712 0.64 0.80 37.10 0.000 0.000 211.88 0.00 0.00 2,347.03 60.00 Powerwave P65 -17- 3 5.193 5.712 0.65 0.80 27.27 0.000 0.000 155.75 0.00 0.00 1.468.12 60.00 Lucent 9442 RRH AWS 3 5.193 5.712 0.66 0.80 6.36 0.000 0.000 36.30 0.00 0.00 537.59 60.00 Lucent 9442 RRH 700 3 5.193 5.712 0.76 0.80 7.13 0.000 0.000 40.74 0.00 0.00 635.92 60.00 Ravcap DC6 -48- 60 -18- 1 5.193 5.712 0.40 0.80 1.30 0.000 0.000 7.40 0.00 0.00 196.65 60.00 Powerwave LGP21401 12 5.193 5.712 0.40 0.80 8.88 0.000 0.000 50.72 0.00 0.00 948.40 60.00 Kathrein 860 10025 18 5.193 5.712 0.40 0.80 3.94 0.000 0.000 22.49 0.00 0.00 428.78 60.00 Round T -Arm 3 5.193 5.712 0.50 0.75 33.56 0.000 0.000 191.69 0.00 0.00 1.663.45 76.00 Antel BXA - 70063 -8CF 2 5.555 6.111 0.67 0.80 17.82 0.000 0.000 108.89 0.00 0.00 840.33 7R.nn CSS XP1R - R0 - 0 2 5.555 8.111 n.Ra 0.R0 R.70 n nnn n nnn 53.15 0.00 n.nn 404.24 76.00 ClearComm CCDP- 4 5.555 6.111 0.40 0.80 1.55 0.000 0.000 9.50 0.00 0.00 170.13 76.00 Antel LPD- 7905/8 4 5.637 6.201 0.70 0.80 33.42 0.000 4.000 207.25 0.00 828.99 1.686.77 76.00 GPS 1 5.647 6.212 0.80 0.80 0.98 0.000 4.500 6.08 0.00 27.36 84.27 76.00 FlatT -Arm 3 5.555 6.111 0.50 0.75 38.68 0.000 0.000 236.39 0.00 0.00 1,686.30 1,811.49 17,114.49 • Pole : 82805 Code: ANSIITIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Tigard-99, OR Y 9 Struct Class : II 5/2/2011 11:07:04 All Height : 76.00 (ft) Exposure Category : B Page: 17 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / x Taper : 0.162039 (in /ft) Base Elev : 0.000 (ft) z / . Load Case: 1.2D + 1.0Di + 1.0Wi 50.00 mph with 1.25 in Radial Ice 21 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 Linear Appurtenance Segment Forces (Factored) Seg Top Exposed Cf Dead Elev Exposed Length Width Area CaAa qz Adjust F X Load (ft) Description To Wind (ft) Ca (in) (sqft) (sqft) (psf) Ra Factor (Ib) (Ib) 5.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.256 0.195 1.285 0.00 29.80 5.00 (2119.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.256 0.195 1.285 0.00 45.26 5.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 4.256 0.195 1.285 0.00 30.28 5.00 (18) 7/8" Coax Yes 5.00 0.000 5.45 4.00 0.00 4.256 0.195 1.285 0.00 228.69 10.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.256 0.201 0.000 0.00 33.92 10.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.256 0.201 0.000 0.00 50.03 10.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 4.256 0.201 0.000 0.00 34.42 10.00 (1817/8" Coax Yes 5.00 1.200 5.45 4.12 4.94 4.256 0.201 0.000 23.14 243.92 15.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.256 0.207 0.000 0.00 36.60 15.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.256 0.207 0.000 0.00 53.11 15.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 4.256 0.207 0.000 0.00 37.12 15.00 (18) 7/8" Coax Yes 5.00 1.200 5.45 4.20 5.04 4.256 0.207 0.000 23.57 253.46 20.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.256 0.214 0.000 0.00 38.63 20.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.256 0.214 0.000 0.00 55.44 20.00 111 3/R" Coax Yes 5.nn 0.000 0.0n n.nn n_nn 4. 258 0.214 n nnn n.nn 39.17 20.00 (18) 7/8" Coax Yes 5.00 1.200 5.45 4.25 5.10 4.256 0.214 0.000 23.89 260.54 25.00 (11 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.256 0.221 0.000 0.00 40.29 25.00 (2119.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.256 0.221 0.000 0.00 57.33 25.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 4.256 0.221 0.000 0.00 40.84 25.00 (18) 7/8" Coax Yes 5.00 1.200 5.45 4.30 5.16 4.256 0.221 0.000 24.14 266.21 30.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.260 0.229 0.000 0.00 41.70 30.00 (2119.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.260 0.229 0.000 0.00 58.94 30.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 4.260 0.229 0.000 0.00 42.25 30.00 (18) 7/8" Coax Yes 5.00 1.200 5.45 4.33 5.20 4.260 0.229 0.000 24.37 270.96 32.00 (1) 10mm Coax Yes 2.00 0.000 0.00 0.00 0.00 4.339 0.234 0.000 0.00 16.88 32.00 (2) 19.2mm Coax Yes 2.00 0.000 0.00 0.00 0.00 4.339 0.234 0.000 0.00 23.81 32.00 (1) 3/8" Coax Yes 2.00 0.000 0.00 0.00 0.00 4.339 0.234 0.000 0.00 17.11 32.00 (18) 7/8" Coax Yes 2.00 1.200 5.45 1.74 2.09 4.339 0.234 0.000 9.96 109.07 35.00 (11 10mm Coax Yes 3.00 0.000 0.00 0.00 0.00 4.451 0.238 0.000 0.00 25.76 35.00 (2) 19.2mm Coax Yes 3.00 0.000 0.00 0.00 0.00 4.451 0.238 0.000 0.00 36.20 35.00 (1) 3/8" Coax Yes 3.00 0.000 0.00 0.00 0.00 4.451 0.238 0.000 0.00 26.10 35.00 (18) 7/8" Coax Yes 3.00 1.200 5.45 2.62 3.14 4.451 0.238 0.000 15.39 165.04 40.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.625 0.241 0.000 0.00 44.03 40.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.625 0.241 0.000 0.00 61.58 40.00 (113/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 4.625 0.241 0.000 0.00 44.60 40.00 (18) 7/8" Coax Yes 5.00 1.200 5.45 4.39 5.27 4.625 0.241 0.000 26.83 278.70 45.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.783 0.250 0.000 0.00 45.02 45.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.783 0.250 0.000 0.00 62.71 45.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 4.783 0.250 0.000 0.00 45.59 45.00 (18) 7/8" Coax Yes 5.00 1.200 5.45 4.42 5.30 4.783 0.250 0.000 27.90 281.95 50.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.929 0.260 0.000 0.00 45.92 - 50.00 (2119.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.929 0.260 0.000 0.00 63.73 50.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 4.929 0.260 0.000 0.00 46.51 50.00 (18) 7/8" Coax Yes 5.00 1.200 5.45 4.44 5.33 4.929 0.260 0.000 28.90 284.89 55.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 5.065 0.271 0.000 0.00 46.76 55.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 5.065 0.271 0.000 0.00 64.68 55.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 5.065 0.271 0.000 0.00 47.35 55.00 (18) 7/8" Coax Yes 5.00 1.200 5.45 4.46 5.36 5.065 0.271 0.000 29.84 287.60 60.00 (1)10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 5.193 0.283 0.000 0.00 47.54 60.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 5.193 0.283 0.000 0.00 65.56 60.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 5.193 0.283 0.000 0.00 48.13 Pole : 82805 Code: ANSI/TIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Tigard -99, OR Struct Class : II 5/2/2011 11:07:05 All Height : 76.00 (ft) Exposure Category : B Page: 18 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) X Taper : 0.162039 (in /ft) Base Elev : 0.000 (ft) Load Case: 1.2D + 1.0Di + 1.0Wi 50.00 mph with 1.25 in Radial Ice 21 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 60.00 (18) 7/8" Coax Yes 5.00 1.200 5.45 4.48 5.38 5.193 0.283 0.000 30.72 290.09 Totals: 288.67 4,911.78 • Pole : 82805 Code: ANSI/TIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Tigard -99, OR Struct Class : II Y 5/2/2011 11:07:05 M Height : 76.00 (ft) Exposure Category : B Page: 19 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / X Taper : 0.162039 (in/ft) Base Elev : 0.000 (ft) z/ . Load Case: 1.2D + 1.0Di + 1.0Wi 50.00 mph with 1.25 in Radial Ice 21 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 Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX ( -) FY ( -) MY MZ (ft) (Ib) (Ib) (Ib -ft) (Ib -ft) 0.00 0.00 0.00 0.00 0.00 5.00 75.14 1,202.60 0.00 0.00 10.00 97.05 1.235.66 0.00 0.00 15.00 95.99 1.246.52 0.00 0.00 20.00 94.69 1,247.54 0.00 0.00 25.00 93.27 1,242.86 0.00 0.00 30.00 91.84 1,234.40 0.00 0.00 32.00 36.93 490.51 0.00 0.00 35.00 56.92 901.39 0.00 0.00 40.00 97.23 1.133.78 0.00 0.00 45.00 571.96 5,138.80 0.00 0.00 50.00 99.79 1,101.56 0.00 0.00 55.00 100.53 1.087.66 0.00 0.00 60.00 817.96 9.298.75 0.00 0.00 65.00 69.60 601.26 0.00 0.00 70.00 RR.75 5R0 R1 n_nn n.nn 75.00 67.73 559.59 0.00 0.00 76.00 634.55 4,982.32 0.00 856.35 Totals: 3,169.93 33,285.82 0.00 856.35 Pole : 82805 Code: ANSI/TIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Tigard-99, OR 51212011 11:07:05 All 9 Struct Class : II Height : 76.00 (ft) Exposure Category : B Page: 20 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / x Taper : 0.162039 (in /ft) Base Elev : 0.000 (ft) z/ . Load Case: 1.2D + 1.0Di + 1.0Wi 50.00 mph with 1.25 in Radial Ice 21 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 Tu Mu Mu Resultant phi phi phi phi Total Elev FY ( -) FX ( -) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft -kips) (ft -kips) (ft-kips) (ft-kips) (kips) (kips) (ft -kips) (ft-kips) (in) (deg) Ratio 0.00 -33.28 -3.20 0.00 - 183.02 0.00 183.02 1,473.49 736.74 1.674.57 838.53 0.00 0.00 0.241 5.00 -32.07 -3.19 0.00 - 167.00 0.00 167.00 1,441.82 720.91 1,590.21 796.29 0.06 -0.12 0.232 10.00 -30.83 -3.15 0.00 - 151.03 0.00 151.03 1,409.45 704.73 1,507.23 754.73 0.25 -0.23 0.222 15.00 -29.58 -3.11 0.00 - 135.26 0.00 135.26 1.374.52 687.26 1.423.76 712.94 0.55 -0.35 0.211 20.00 -28.33 -3.06 0.00 - 119.70 0.00 119.70 1,330.43 665.22 1,333.46 667.72 0.98 -0.46 0.201 25.00 -27.08 -3.01 0.00 - 104.39 0.00 104.39 1,286.35 643.17 1,246.11 623.98 1.52 -0.57 0.188 30.00 -25.84 -2.94 0.00 -89.35 0.00 89.35 1,242.26 621.13 1,161.73 581.73 2.17 -0.67 0.174 32.00 -25.35 -2.91 0.00 -83.48 0.00 83.48 1,224.62 612.31 1,128.80 565.24 2.46 -0.71 0.168 35.00 -24.45 -2.88 0.00 -74.74 0.00 74.74 876.31 438.15 808.20 404.70 2.93 -0.77 0.213 40.00 -23.31 -2.80 0.00 -60.35 0.00 60.35 853.91 426.95 758.89 380.01 3.79 -0.86 0.186 45.00 -18.18 -2.18 0.00 -46.33 0.00 46.33 830.81 415.41 710.49 355.77 4.75 -0.96 0.152 50.00 -17.07 -2.08 0.00 -35.44 0.00 35.44 807.03 403.52 663.08 332.03 5.80 -1.05 0.128 55.00 -15.99 -1.98 0.00 -25.02 0.00 25.02 782.56 391.28 616.72 308.82 6.94 -1.12 0.101 60.00 -6.70 -0.98 0.00 -15.12 0.00 15.12 751.15 375.58 566.77 283.80 8.14 -1.17 0.062 65.00 -6.10 -0.90 0.00 -10.22 0.00 10.22 718.09 359.04 517.73 259.25 9.39 -1.21 0.048 70.00 -5.53 -0.82 0.00 -5.71 0.00 5.71 685.02 342.51 470.90 235.80 10.68 -1.24 0.032 75.00 - 4.97 - 0. 74 0.00 - 1.R0 n nn 1.Rn 551.98 325.98 428.30 213.47 11.98 - 1.25 0. 76.00 0.00 -0.63 0.00 -0.86 0.00 0.86 645.34 322.67 417.65 209.13 12.25 -1.25 0.004 • ■ • Pole : 82805 Code: ANSI/TIA -222 Rev G Copynght Semaan Engineering Solutions. Inc Tigard-99, OR Y 5/212011 11:07:05 M Location : Ti 9 Struct Class : II Height : 76.00 (ft) Exposure Category : B Page: 21 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / X Taper : 0.162039 (in/ft) Base Elev : 0.000 (ft) z/ . Load Case: 1.0D + 1.0W 60.00 mph Serviceability 20 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Shaft Segment Forces (Factored) Seg Top Ice Wind Dead Tot Dead Elev az ozGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kzt Kz (psf) (psf) (mph -ft) Cf (in) (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 1.00 0.70 6.129 6.742 118.68 0.650 0.00 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.70 6.129 6.742 115.24 0.650 * 0.00 5.00 11.650 7.57 51.0 0.0 368.3 10.00 1.00 0.70 6.129 6.742 111.80 1.200 * 0.00 5.00 11.307 13.57 91.5 0.0 357.4 15.00 1.00 0.70 6.129 6.742 108.36 1.200 * 0.00 5.00 10.964 13.16 88.7 0.0 346.5 20.00 1.00 0.70 6.129 6.742 104.91 1.200 * 0.00 5.00 10.621 12.75 85.9 0.0 335.5 25.00 1.00 0.70 6.129 6.742 101.47 1.200 * 0.00 5.00 10.279 12.33 83.2 0.0 324.6 30.00 1.00 0.70 6.134 6.747 98.076 1.200 * 0.00 5.00 9.936 11.92 80.4 0.0 313.7 32.00 Bot - Section 2 1.00 0.71 6.248 6.873 97.595 1.200 * 0.00 2.00 3.878 4.65 32.0 0.0 122.4 35.00 Top - Section 1 1.00 0.73 6.410 7.051 96.740 1.200 * 0.00 3.00 5.810 6.97 49.2 0.0 318.2 40.00 1.00 0.76 6.659 7.325 96.677 1.200 * 0.00 5.00 9.409 11.29 82.7 0.0 223.3 45.00 Appertunance(s) 1.00 0.78 6.887 7.576 94.669 1.200 * 0.00 5.00 9.066 10.88 82.4 0.0 215.1 50.00 1.00 0.81 7.098 7.807 92.401 1.200 * 0.00 5.00 8.723 10.47 81.7 0.0 206.9 55.00 • 1.00 0.83 7.294 8.023 89.913 1.200 * 0.00 5.00 8.381 10.06 80.7 0.0 198.7 60.00 Aooertunance(s1 1.00 0.85 7.477 8.225 87.236 1.200 * 0.00 5.00 8.038 9.65 79.3 0.0 190.5 65.00 1.00 0.87 7.650 8.415 84.394 0.650 0.00 5.00 7.695 5.00 42.1 0.0 182.3 70.00 1.00 0.89 7.614 8.595 81.406 0.650 0.00 5.00 7.352 4.78 41.1 0.0 174.0 75.00 1.00 0.91 7.969 8.766 78.288 0.650 0.00 5.00 7.009 4.56 39.9 0.0 165.8 76.00 Appertunance(s) 1.00 0.91 8.000 8.800 77.650 0.650 0.00 1.00 1.361 0.88 7.8 0.0 32.2 *= Cf Adjusted By Linear Load Ra Effect Totals: 76.00 1,099.7 0.0 4,075.3 • • Pole : 82805 Code: ANSIJTIA -222 Rev G Copyright Semaan Engineenng Solutions, Inc Tigard-99, OR Y 5/2/2011 11:07:05 All Location : Ti 9 Struct Class : II Height : 76.00 (ft) Exposure Category : B Page: 22 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / X Taper : 0.162039 (in /ft) Base Elev : 0.000 (ft) z/ . Load Case: 1.0D + tow 60.00 mph Serviceability 20 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Discrete Appurtenance Segment Forces (Factored) Total Horiz Vert Wind Mom Mom Dead Elev qz qzGh CaAa CaAa Ecc Ecc FX Y Z Load (ft) Description Qty (psf) (psf) Factor Ka (sf) (ft) (ft) (Ib) (lb -ft) (lb -ft) (Ib) 45.00 Antel BXA- 70063 -8CF 1 6.887 7.576 0.80 0.80 8.54 0.000 0.000 64.67 0.00 0.00 24.00 45.00 CSS XP18 -80 -0 1 6.887 7.576 0.80 0.80 3.90 0.000 0.000 29.52 0.00 0.00 15.00 45.00 ClearComm CCDP- 2 6.887 7.576 0.40 0.80 0.42 0.000 0.000 3.15 0.00 0.00 11.00 45.00 Antel LPD- 7905/8 2 6.887 7.576 0.80 0.80 15.06 0.000 0.000 114.06 0.00 0.00 97.40 45.00 Flat Low Profile Pla 1 6.887 7.576 1.00 1.00 26.10 0.000 0.000 197.73 0.00 0.00 1.500.00 60.00 Kathrein 742 264 9 7.477 8.225 0.62 0.80 29.09 0.000 0.000 239.27 0.00 0.00 327.60 60.00 Powerwave P65 -17- 3 7.477 8.225 0.64 0.80 22.00 0.000 0.000 180.97 0.00 0.00 177.00 60.00 Lucent 9442 RRH AWS 3 7.477 8.225 0.66 0.80 4.94 0.000 0.000 40.63 0.00 0.00 129.00 60.00 Lucent 9442 RRH 700 3 7.477 8.225 0.75 0.80 5.62 0.000 0.000 46.20 0.00 0.00 153.00 60.00 Ravcap DC6 -48- 60 -18- 1 7.477 8.225 0.40 0.80 0.59 0.000 0.000 4.84 0.00 0.00 31.80 60.00 Powerwave LGP21401 12 7.477 8.225 0.40 0.80 6.19 0.000 0.000 50.93 0.00 0.00 169.20 60.00 Kathrein 86010025 18 7.477 8.225 0.40 0.80 1.30 0.000 0.000 10.66 0.00 0.00 21.60 60.00 Round T -Arm 3 7.477 8.225 0.50 0.75 14.62 0.000 0.000 120.27 0.00 0.00 750.00 76.00 Antel BXA- 70063 -8CF 2 8.000 8.800 0.66 0.80 14.17 0.000 0.000 124.69 0.00 0.00 48.00 7a_nn CSS XP1R - R11 - n 2 R.nnn R.Rnn n.5n n.Rn R.R4 (Lorin n.nnn 51.42 n.nn n on 3n.nn 76.00 ClearComm CCDP- 4 8.000 8.800 0.40 0.80 0.83 0.000 0.000 7.32 0.00 0.00 22.00 76.00 Antel LPD- 7905/8 4 8.118 8.930 0.69 0.80 25.90 0.000 4.000 231.24 0.00 924.97 194.80 76.00 GPS 1 8.132 8.945 . 0.80 0.80 0.80 0.000 4.500 7.16 0.00 32.20 10.00 76.00 Flat T -Arm 3 8.000 8.800 0.50 0.75 19.45 0.000 0.000 171.12 0.00 0.00 750.00 1,695.86 4,461.40 • • Pole : 82805 Code: ANSI/TIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Y 5/2/2011 11:07:05 M Location : Tigard -99, OR Struct Class : II Height : 76.00 (ft) Exposure Category : B Page: 23 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / X Taper : 0.162039 (in /ft) Base Elev : 0.000 (ft) z/ Load Case: 1.0D + tow 60.00 mph Serviceability 20 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Linear Appurtenance Segment Forces (Factored) Seg Top Exposed Cf Dead Elev Exposed Length Width Area CaAa qz Adjust F X Load (ft) Description To Wind (ft) Ca (in) (sqft) (sqft) (psf) Ra Factor (Ib) (Ib) 5.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.195 1.285 0.00 0.35 5.00 12) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.195 1.285 0.00 5.30 5.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.195 1.285 0.00 0.40 5.00 (18) 7/8" Coax Yes 5.00 0.000 5.45 2.27 0.00 6.129 0.195 1.285 0.00 29.70 10.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.201 0.000 0.00 0.35 10.00 (2)19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.201 0.000 0.00 5.30 10.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.201 0.000 0.00 0.40 10.00 (1817/8" Coax Yes 5.00 1.200 5.45 2.27 2.72 6.129 0.201 0.000 18.37 29.70 15.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.207 0.000 0.00 0.35 15.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.207 0.000 0.00 5.30 15.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.207 0.000 0.00 0.40 15.00 (18) 7/8" Coax Yes 5.00 1.200 5.45 2.27 2.72 6.129 0.207 0.000 18.37 29.70 20.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.214 0.000 0.00 0.35 20.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.214 0.000 0.00 5.30 20.00 1113/R" Coax VPs 6. nn 0.000 n_nn n_nn 0.00 5.129 0.214 0.000 n_nn 0.40 20.00 (1817/8" Coax Yes 5.00 1.200 5.45 2.27 2.72 6.129 0.214 0.000 18.37 29.70 25.00 (1)10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.221 0.000 0.00 0.35 25.00 12119.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.221 0.000 0.00 5.30 25.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.221 0.000 0.00 0.40 25.00 (18) 7/8" Coax Yes 5.00 1.200 5.45 2.27 2.72 6.129 0.221 0.000 18.37 29.70 30.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.134 0.229 0.000 0.00 0.35 30.00 (2119.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.134 0.229 0.000 0.00 5.30 30.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.134 0.229 0.000 0.00 0.40 30.00 (18) 7/8" Coax Yes 5.00 1.200 5.45 2.27 2.72 6.134 0.229 0.000 18.39 29.70 32.00 (1) 10mm Coax Yes 2.00 0.000 0.00 0.00 0.00 6.248 0.234 0.000 0.00 0.14 32.00 (2) 19.2mm Coax Yes 2.00 0.000 0.00 0.00 0.00 6.248 0.234 0.000 0.00 2.12 32.00 (1) 3/8" Coax Yes 2.00 0.000 0.00 0.00 0.00 6.248 0.234 0.000 0.00 0.16 32.00 (18) 7/8" Coax Yes 2.00 1.200 5.45 0.91 1.09 6.248 0.234 0.000 7.49 11.88 35.00 (1) 10mm Coax Yes 3.00 0.000 0.00 0.00 0.00 6.410 0.238 0.000 0.00 0.21 35.00 (2) 19.2mm Coax Yes 3.00 0.000 0.00 0.00 0.00 6.410 0.238 0.000 0.00 3.18 35.00 (1)3/8" Coax Yes 3.00 0.000 0.00 0.00 0.00 6.410 0.238 0.000 0.00 0.24 35.00 (18) 7/8" Coax Yes 3.00 1.200 5.45 1.36 1.63 6.410 0.238 0.000 11.53 17.82 40.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.659 0.241 0.000 0.00 0.35 40.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.659 0.241 0.000 0.00 5.30 40.00 1113/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.659 0.241 0.000 0.00 0.40 40.00 (18) 7/8" Coax Yes 5.00 1.200 5.45 2.27 2.72 6.659 0.241 0.000 19.96 29.70 45.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.887 0.250 0.000 0.00 0.35 45.00 (2)19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.887 0.250 0.000 0.00 5.30 45.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.887 0.250 0.000 0.00 0.40 45.00 (18) 7/8" Coax Yes 5.00 1.200 5.45 2.27 2.72 6.887 0.250 0.000 20.64 29.70 50.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 7.098 0.260 0.000 0.00 0.35 . 50.00 (2)19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 7.098 0.260 0.000 0.00 5.30 50.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 7.098 0.260 0.000 0.00 0.40 50.00 (18) 7/8" Coax Yes 5.00 1.200 5.45 2.27 2.72 7.098 0.260 0.000 21.28 29.70 55.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 7.294 0.271 0.000 0.00 0.35 55.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 7.294 0.271 0.000 0.00 5.30 55.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 7.294 0.271 0.000 0.00 0.40 55.00 (18) 7/8" Coax Yes 5.00 1.200 5.45 2.27 2.72 7.294 0.271 0.000 21.86 29.70 60.00 111 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 7.477 0.283 0.000 0.00 0.35 60.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 7.477 0.283 0.000 0.00 5.30 60.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 7.477 0.283 0.000 0.00 0.40 Pole : 82805 Code: ANSI/TIA -222 Rev G Copynght Semaan Engineering Solutions, Inc Tigard-99, OR Y 5/2/2011 11:07:05 All Location : Ti 9 Struct Class : II Height : 76.00 (ft) Exposure Category : B Page: 24 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) X Taper : 0.162039 (in /ft) Base Elev : 0.000 (ft) z/ Load Case: 1.0D + tow 60.00 mph Serviceability 20 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor : 1.00 Wind Load Factor : 1.00 60.00 (18) 7/8" Coax Yes 5.00 1.200 5.45 2.27 2.72 7.477 0.283 0.000 22.41 29.70 Totals: 217.04 428.99 • Pole : 82805 Code: ANSI/TIA -222 Rev G Copyright Semaan Engineenng Solutions, Inc Location : Tigard-99, OR Y 9 Struct Class : II 5/2/2011 11:07:05 AA Height : 76.00 (ft) Exposure Category : B Page: 25 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) x Taper : 0.162039 (in /ft) Base Elev : 0.000 (ft) . Load Case: 1.oD + tow 60.00 mph Serviceability 20 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX ( -) FY ( -) MY MZ (ft) (Ib) (Ib) (lb -ft) (lb -ft) 0.00 0.00 0.00 0.00 0.00 5.00 51.05 444.24 0.00 0.00 10.00 109.84 433.30 0.00 0.00 15.00 107.07 422.37 0.00 0.00 20.00 104.30 411.43 0.00 0.00 25.00 101.52 400.49 0.00 0.00 30.00 98.83 389.55 0.00 0.00 32.00 39.48 152.76 0.00 0.00 35.00 60.69 363.76 0.00 0.00 40.00 102.67 299.16 0.00 0.00 45.00 512.20 1,938.36 0.00 0.00 50.00 103.00 276.16 0.00 0.00 55.00 102.55 267.95 0.00 0.00 60.00 795.52 2.018.95 0.00 0.00 65.00 42.09 215.80 0.00 0.00 70.00 41.OR 207.69 0.nn n.nn 75.00 39.94 199.39 0.00 0.00 76.00 600.74 1,093.69 0.00 957.17 Totals: 3,012.56 9,534.96 0.00 957.17 Pole : 82805 Code: ANSI/TIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Tigard-99, OR 5/2/2011 11:07:05 All 9 Struct Class : II Height : 76.00 (ft) Exposure Category : B Page: 26 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / x Taper : 0.162039 (in /ft) Base Elev : 0.000 (ft) z/ Load Case: 1.0D + tow 60.00 mph Serviceability 20 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY ( -) FX ( -) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio 0.00 -9.53 -3.02 0.00 - 158.59 0.00 158.59 1,473.49 736.74 1,674.57 838.53 0.00 0.00 0.196 5.00 -9.08 -2.99 0.00 - 143.48 0.00 143.48 1,441.82 720.91 1,590.21 796.29 0.05 -0.10 0.187 10.00 -8.64 -2.89 0.00 - 128.56 0.00 128.56 1,409.45 704.73 1,507.23 754.73 0.21 -0.20 0.176 15.00 -8.22 -2.79 0.00 - 114.11 0.00 114.11 1.374.52 687.26 1.423.76 712.94 0.48 -0.30 0.166 20.00 -7.80 -2.70 0.00 - 100.14 0.00 100.14 1,330.43 665.22 1,333.46 667.72 0.84 -0.39 0.156 25.00 -7.40 -2.61 0.00 -86.64 0.00 86.64 1,286.35 643.17 1,246.11 623.98 1.30 -0.48 0.145 30.00 -7.01 -2.51 0.00 -73.61 0.00 73.61 1,242.26 621.13 1,161.73 581.73 1.85 -0.57 0.132 32.00 -6.85 -2.48 0.00 -68.58 0.00 68.58 1,224.62 612.31 1,128.80 565.24 2.10 -0.60 0.127 35.00 -6.49 -2.42 0.00 -61.16 0.00 61.16 876.31 438.15 808.20 404.70 2.49 -0.65 0.159 40.00 -6.19 -2.32 0.00 -49.07 0.00 49.07 853.91 426.95 758.89 380.01 3.21 -0.72 0.136 45.00 -4.25 -1.79 0.00 -37.47 0.00 37.47 830.81 415.41 710.49 355.77 4.02 -0.80 0.110 50.00 -3.98 -1.68 0.00 -28.53 0.00 28.53 807.03 403.52 663.08 332.03 4.90 -0.87 0.091 55.00 -3.71 -1.58 0.00 -20.11 0.00 20.11 782.56 391.28 616.72 308.82 5.84 -0.93 0.070 60.00 -1.70 -0.75 0.00 -12.20 0.00 12.20 751.15 375.58 566.77 283.80 6.84 -0.97 0.045 65.00 -1.49 -0.71 0.00 -8.44 0.00 8.44 718.09 359.04 517.73 259.25 7.88 -1.01 0.035 70.00 -1.28 -0.66 0.00 -4.90 0.00 4.90 685.02 342.51 470.90 235.80 8.95 -1.03 0.023 75. -1.nR -0_ R2 n nn -1. 5R 0. 1. 5R 551 AR 325 .9R 426.30 213 47 1n.03 -1.04 n.nns 76.00 0.00 -0.60 0.00 -0.96 0.00 0.96 645.34 322.67 417.65 209.13 10.25 -1.04 0.005 t e Pole : 82805 Code: ANSUTIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Tigard -99, OR Struct Class : II Y 5/2/2011 11:07:05 All Height : 76.00 (ft) Exposure Category : B Page: 27 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / X Taper : 0.162039 (in /ft) Base Elev : 0.000 (ft) z/ Analysis Summary Reactions Max Usaue Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Elev Interaction Load Case (kips) (kips) (kips) (ft-kips) (ft-kips) (ft -kips) (ft) Ratio 1.2D + 1.6W 11.93 0.00 11.40 0.00 0.00 627.45 0.00 0.76 0.9D + 1.6W 11.87 0.00 8.54 0.00 0.00 622.55 0.00 0.75 1.2D + 1.0Di + 1.0Wi 3.20 0.00 33.28 0.00 0.00 183.02 0.00 0.24 1.0D + 1.0W 3.02 0.00 9.53 0.00 0.00 158.59 0.00 0.20 Pole : 82805 Code: ANSI TIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Tigard-99, OR 5/2/2011 11:07:05 AA Location : Ti 9 Struct Class : II Height : 76.00 (ft) Exposure Category : B Page: 28 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / X • Taper : 0.162039 (in /ft) Base Elev : 0.000 (ft) z/ Base Summary Reactions Original Design Analysis Moment Axial Shear Moment Axial Shear Moment (kip -ft) (kip) (kip) (kip -ft) (kip) (kip) Design % 600.00 13.00 11.00 627.45 33.28 11.93 104.57 Base Plate Yield Thick Width Poly Clip Len Effective Mu Phi Mn (ksi) (in) (in) Style Sides (in) Len (in) (kip -in) (kip -in) Ratio 50.0 2.750 30.000 Square 0 0.00 22.170 481.15 1886.15 0.26 Anchor Bolts Start — Compression — Tension Bolt Num Bolt Yield Ultimate Cluster Angle Force Allow Force Allow Circle Bolts Bolt Type Dia (in) (ksi) (ksi) Arrange Dist (in) (deg) (kip) (kip) Ratio (kip) (kip) Ratio 35.00 04 2.25" 18J 2.25 75.00 100.00 Clustered 0.00 45.0 223.45 260.00 0.88 206.80 260.00 0.82 I, 411 PROPRIETARY INFORMATION 411111, ay &l ` } THE INFORMATION CONTAINED IN THIS SET OF at .: I I I I I I IIIII41 I P ' ---. is I mi.. 4 I ' ' ' - 1 ', /' at& &t ANY USE D1DOC UMENTS O IIS PRO THAT BYH NATURE Your world. Delivered. - RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. ~� RECEll 1 1 - -; ` �--� Your world. Delivered. MAY 1 2 2011 - • PACIFIC TELECOM SERVICES, C F TI°aA ,) MC TIGARD CONSTR D 03 -3o-u PL77 � � � `�r • RICHARD B. HAL t ei 12925 SW PACIFIC HWY •. 4 MULTNOMAH, OR 97223 . ' ,,-.0-.. � � Tr y SE• ,WA , PR 9 PROJECT INFORMATION VICINITY MAP DRAWING INDEX LEGAL DESCRIPTION 1 oF8 04ti � PROJECT DESCRIPTION; S ''' =�'' d� L ey ? SHEET 'DESCRIPTION T B.D EXPIRATION DATE OF THE AT &T PROPOSES TO MODIFY AN EXISITING UNSTAFFED TELECOMMUNICATIONS FACILITY BY ADDING (3) LTE PANEL ANTENNAS (1 S�T aior•` 3•" •, � ` 9 �� A �� S T -1 TITLE SHEET RATIO LICENSE: OB/30H2 � .. PER SECTOR), (6) RRH UNITS (2 PER SECTOR) AND (1) RAYCAP SQUID SURGE SUPPRESSION UNIT ANCHORED AT ANTENNA Wooda ST �' h s its C -1 GENERAL NOTES LEVEL. AT &T FURTHER PROPOSES TO ADD (1) LTE 9412 compact enclosure MOUNTED ON AN EXISTING ARGUS TE43 S \ CABINET. PLUS THE ADDITION OF (1) CPS ANTENNA ANCHORED ADJACENT AN EXISTING CPS ANTENNA AT GROUND LEVEL 4 Pzrk C -2 GENERAL NOTES & SYMBOLS SW JO h OS P I \ N E>�prns Tigard /�,4 N A -1 SITE PLAN APPLICANT; PROPERTY OWNER; Or) s Y: A -2 EXISTING ENLARGED SITE PLAN AT &T MOBILITY AMERCIAN TOWER DELAWARE COPRORATION Q / <'3 ` T,$. •'\ a RTC BUILDING 3 1101 PERIMETER DRIVE. SUITE 225 ,\ A -3 PROPOSSED ENLARGED SITE PLAN 11 16221 NE 72ND WAY SCHAUMBURG, IL 60173 r'7� \... REDMOND, WA 98052 CONTACT: CONTRACT MANAGER � �,, A -4 EXISTING & PROPOSED NORTH EAST ELEVATION PH (847) 240 -1508 UV: '*Y A -5 CONSTRUCTION DETAILS CODE INFORMATION; TEAM LEAD; f� 4 9D q � . ,\N, To RF -1 ANTENNA CONFIGURATIONS r I 1 ZONING CLASSIFICATION. GC (GENERAL COMMERCIAL) GOODMAN NETWORKS dR 1-1 r7�7 40, \ R F -2 RF &EQUIPMENT DETAILS ~`'~ 8815 122ND AVE NE � �f �+ "T . WA BUILDING CODE 2009 IBC K IRK A ND •. WENDY 0 3 antler St � QBg.4`r r Y� \� P1.41. J' '•� , E -2 GROUNDING DETAILSINC PUN = N CONSTRUCTION TYPE: 119 PH (206 321 -1116 9.- ()� \ U OCCUPANCY. 5 -2 JURISDICTION: CITY OF TIGARD SITE ACQUISITION; P SITE -7 ° CURRENT USE: UNMANNED TELECOM FACILITY �r Q --.1 ¢ O PACIFIC TELECOM SERVICES. LLC Ti J' d PROPOSED USE UNMANNED TELECOM FACIUtt 568 FIRST AVENUE S, SURE 650 3 C' N 1 SEATTLE. WA 98104 ),,n to Parfc SITE LOCATION: BASED ON NAD $31: CONTACT. RANATA FATTEN SW Park St s Jj N 1- PH (206) 342 -6389 G6 / LATITUDE. 45' 25' 30 8 N \ cn LONGITUDE: 122• 47' 58.9' W PERMITTING; n� TOP OF STRUCTURE AGL: 78' -0 ; . . nth .(!' s SW Omara ST L J PACIFIC TELECOM SERVICES. LLC un SW Fairhaven St m r `/ BASE OF STRUCTURE AMSL: N/A 1001 SE WATER AVE. SUITE 180 f �, PORTLAND, OR 97214 �� 'l $ O a � �4 CONTACT: ZACH PHILLIPS �i PARCEL NUMBER(S); PH (503) 708 -9200 SW FaertlareIT . SW Edgcwood St 2S- 10 -2BD -02600 - CONSTRUCTION MANAGER; 1 • 2 , PACIFIC TELECOM SERVICES, LLC 568 FIRST AVENUE S, SUITE 650 SEATTLE. WA 98104 DRIVING DIRECTIONS ABBREVIATIONS CONTACT' PAT HEALY PH. (425) 471 -3553 START FROM PORTLAND INTERNATIONAL AIRPORT. A/C AIR CONDITIONING HORZ HORIZONTAL PLYWD PLYWOOD AGL ABOVE GROUND LEVEL HR HOUR PROJ PROJECT RF ENGINEER; DEPART FROM PORTLAND INTERNATIONAL AIRPORT, OR 0 2 M APPROX APPROXIMATELY HT HEIGHT PROP PROPERTY BEAR RIGHT ONTO NE AIRPORT WAY 2 2 M HVAC HEATING PT PRESSURE TREATED AT &T MOBIUTY TAKE RAMP RIGHT FOR 1 -205 SOUTH / VETERANS MEMORIAL HWY TOWARD SALEM / PORTLAND 3.1 M BLDG BUILDING VENTILATION REQ REQUIRED CONTACT: KUNG -LIANG UN AT EXIT 218, TAKE RAMP RIGHT FOR 1 -84 WEST / US -30 WEST / BANFIELD EXPY TOWARD PORTLAND 55 M BLK BLOCKING AIR CONDITIONING RN ROOM REVISIONS PH (425) 698 -7825 TAKE RAMP LEFT FOR I -5 SOUTH TOWARD SALEM / BEAVERTON 7 8 M SHT SHEET NO DATE DESCRIPTION INITIAL AT EXIT 294, TAKE RAMP RIGHT FOR SR -99W TOWARD TIGARD / NEWBERG 0.4 M CLG CEILING ID NSIDE DIAMETER SIN SIMILAR A o2/75/11 6suED FOR POD RENEW BF KEEP STRAIGHT ONTO SR -99W / SW PACIFIC HWY 2 1 M CLR CLEAR IN NCH SPEC SPECIFICATION • CONC CONCRETE INFO NFORMATION SF SQUARE FOOT 0 OT/30/rt GSte Rn FOOL Ca6TRUCTUI AO ARRIVE AT 12925 SW PACIFIC HWY, PORTLAND. OR 97223-5032 ON THE RIGHT CONST CONSTRUCTION INSUL NSULATION SS STAINLESS STEEL • CONT CONTINUOUS INT NTERIOR STL STEEL IBC NTERNATIONAL STRUCT STRUCTURAL GENERAL INFORMATION; DBL DOUBLE BUILDING CODE STD STUD 1. PARKING REQUIREMENTS ARE UNCHANGED DIA DIAMETER SUSP SUSPENDED DIAG TRAFFIC IS UNAFFECTED. IAG DIAGONAL LBS POUNDS DN DOWN MAX MAXIMUM THRU THROUGH . DET DETAIL MECH MECHANICAL TNNG TINNED _ _ DWG DRAWING MTL METAL TYP TYPICAL APPROVAL DATE SIGNATURE APPROVAL DATE SIGNATURE MFR MANUFACTURE EA EACH MGR MANAGER UNO UNLESS NOTED OTHERWISE ELEV ELEVATION MIN MINIMUM NOT FOR CONSTRUCTION UNLESS PROJECT TEAM RF ENGINEER LANDLORD. ELEC ELECTRICAL MISC MISCELLANEOUS VERT VERTICAL LABELED AS CONSTRUCTION SET RF MANAGER SITE ACQUISITION. EQUIP EQUAL RO ROUGH OPENING VW VERIFY IN FIELD EQUIP EQUIPMENT PROJECT ARCHITECT PROJECT CONSULTANT PROJECT CONSULTANT OPPS MANAGER: ZONING AGENT. EXT EXTERIOR NA NOT APPUCABLE W/ WITH NIC NOT IN CONTRACT W/O WITHOUT SHEET TITLE RICHARD B HALL. AIA PACIFIC TELECOM SERVICES, LLC GOODMAN NETWORKS CONSTR MANAGER: PROJECT MANAGER FIN FINISH NTS NOT TO SCALE WP WATER PROOF TITLE SHEET PACIFIC TELECOM SERVICES. LLC 568 FIRST AVENUE S. SURE 650 8815 122ND AVE NE FLUOR FLOURESCENT 568 FIRST AVENUE S. SUITE 650 SEATTLE, WA 98104 KIRKLAND, WA 98033 NSB MANAGER. CONSTR MANAGER FLR FLOOR OC ON CENTER SEATTLE, WA 98104 CONTACT KATIE KENNEY PH. (206) 321 -1116 TRANSPORT FT FOOT OD OUTSIDE DIAMETER CONTACT: ROBERT LEIGHTON PH. (206) 909 -9454 CA GAUGE SHEET NUMBER PH. (206) 464 -4402 EQUIP ENGINEER EMAIL: RLEIGHTONOPTSWA.COM GALV GALVANIZED COMPLIANCE GC GENERAL CONTRACTOR GRND GROUND REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED GYP BD GYPSUM WALL BOARD T...1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED • GENERAL NOTES: I THE CONTRACTOR SHALL NOTIFY TOWER NETWORK CARRIER OF ANY 22 ALL EXISTING CONSTRUCTION. EQUIPMENT, AND FINISHES NOTED TO BE 49. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION ERRORS. OMISSIONS. OR INCONSISTENCIES AS THEY MAY BE DISCOVERED REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL WITH POWER COMPANY AS REQUIRED CONTRACTOR TO REPORT POWER Q IN PLANS, DOCUMENTS, NOTES. OR SPECIFICATIONS PRIOR TO STARTING BE REMOVED FROM THE SITE WITH THE FOLLOWING EXCEPTIONS: INSTALLATION COORDINATION SOLUTION(S) TO NETWORK CARRIER at&t INCLUDING. BUT NOT LIMITED BY. DEMOLITION THE A. PROPERTY NOTED TO BE RETURNED TO THE OWNER. REPRESENTATIVE. PROJECT CONSTRUCTION MANAGER AND ARCHITECT _ CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERROR, B PROPERTY NOTED TO BE REMOVED BY THE OWNER Your world. Delivered. OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH 50. A SUBSTITUTIONS OF MATERIALS AND /OR EQUIPMENT, MUST BE NY HAS NOT BEEN BROUGHT TO THE ATTENTION OF TOWER NETWORK CARRIER 23 THE GOVERNING AGENCIES, CODE AUTHORITIES. AND BUILDING INSPECTORS APPROVED BY TOWER NETWORK CARRIER CONSTRUCTION MANAGER. CONSTRUCTION PROJECT MANAGER AND SHALL INCUR ANY EXPENSES TO SHALL PROVIDE THE MINIMUM STANDARDS FOR CONSTRUCTION TECHNIQUES. RECTIFY THE SITUATION THE MEANS OF CORRECTING ANY ERROR SHALL MATERIALS, AND FINISHES USED THROUGHOUT THE PROJECT TRADE 51 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY FIRST BE APPROVED BY TOWER NETWORK CARRIER CONSTRUCTION STANDARDS AND /OR PUBLISHED MANUFACTURERS SPECIFICATIONS MEETING ALL FAULTY. INFERIOR. AND /OR IMPROPER MATERIALS. DAMAGED GOODS, PROJECT MANAGER OR EXCEEDING DESIGN REQUIREMENTS SHALL BE USED FOR INSTALLATION. AND /OR FAULTY WORKMANSHIP FOR ONE (1) YEAR AFTER THE PROJECT IS COMPETE AND ACCEPTED UNDER THIS CONTRACT. UNLESS NOTED OTHERWISE 2 PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT 24 WHEN REQUIRED STORAGE OF MATERIALS OCCURS. THEY SHALL BE EVENLY IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS DISTRIBUTED OVER ROUGH FRAMED FLOORS OR ROOFS SO AS NOT TO (EXCEPTION) THE ROOFING SUBCONTRACTOR SHALL FURNISH A MAINTENANCE AFFECTING THE PROPOSED PROJECT CONTRACTORS PRIOR TO THE EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY AGREEMENT FOR ALL WORK DONE, COSIGNED BY THE GENERAL CONTRACTOR, • • COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR HAVING BEEN SHORING AND /OR BRACING IS TO BE PROVIDED WHERE THE STRUCTURE HAS TO MAINTAIN THE ROOFING IN A WATERTIGHT CONDITION FOR A PERIOD OF AWARDED THIS PROJECT SHALL VISIT THE CONSTRUCTION SITE WITH THE NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. TWO (2) YEARS STARTING AFTER THE DATE OF SUBSTANTIAL COMPLETION OF • CONSTRUCTION /CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND THE PROTECT, UNLESS OTHERWISE WRITTEN IN THE CONTRACT BETWEEN THE PACIFIC TELECOM SERVICES, CONFIRM THAT THE PROJECT WILL BE ACCOMPUSHED AS SHOWN. PRIOR 25. PRIOR TO THE POURING OF ANY NEW SLAB OVER AN EXISTING SLAB THE OWNER AND THE CONTRACTOR. LLC TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS. OR CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, CHASES. AND DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE EQUIPMENT WHICH ARE TO BE IMPLEMENTED INTO THE NEW WORK. ALL 52. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE SAFETY ARCHITECT /ENGINEER VERBALLY AND IN WRITING. ITEMS DESIGNATED TO BE ABANDONED SHALL BE NOTED AND DISCUSSED OF THE OWNER'S EMPLOYEES, WORKMEN. AND ALL TIMES DURING THE • 3. FOR COLLOCATION SITES CONTACT TOWER OWNER REPRESENTATIVE FOR WITH THE OWNER AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT CONSTRUCTION OF THE PROJECT MANAGER AS PART OF THE AS -BUILT DRAWING PACKAGE. PARTICIPATION IN BID WALK. 53 THE CONTRACTOR SHALL BE REQUIRED TO PAY FOR ALL NECESSARY PERMITS 26. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L LISTED OR AND /OR FEES WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. AA 4 NOT USED FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS �( 1 ��•'ll% OR PROJECT SITE. REPRESENTATIVE. CONTRACTOR SHALL OBTAIN PERMIT AND MAKE FINAL 5. THE ARCHITECTS /ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN PAYMENT FOR SAID DOCUMENT THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF 27 BUILDING INSPECTORS AND /OR OTHER BUILDING OFFICIALS ARE TO BE � WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT NOTIFIED PRIOR TO ANY GRADING. CONSTRUCTION. AND ANY OTHER PROJECT 54. NOT USED ` RICHARD B. HAL MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS EFFORT AS MANDATED BY THE GOVERNING AGENCY. ■ SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND w / 4 IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS 28. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF 55. TOWER NETWORK CARRIER WILL REVIEW AND APPROVE SHOP DRAWINGS AND dr1' THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) NOT LESS THAN 2 -A OR 2 -A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. TOWER NETWORK • THE ARCHITECT /ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. CARRIER PROJECT APPROVAL OF A SEPARATE ITEM SHALL NOT INCLUDE SE 1', TO SUBMISSION OF CONTRACTORS PROPOSAL. IN THE EVENT OF 29 THE PROJECT. WHEN COMPLETED, SHALL COMPLY WITH LOCAL SECURITY APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. Tn SE ' T WA DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR CODES AND TITLE -24 ENERGY CONSERVATION REQUIREMENTS. (TITLE -24 56. ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO BE PROVIDED BY 5008 . 6 .6 ) EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. WHEN APPLICABLE) TOWER NETWORK CARRIER COMMUNICATIONS 6 DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCE. TOWER NETWORK 30 ALL GLASS AND GLAZING IS TO COMPLY WITH CHAPTER 54 OF THE U S 57 CONTRACTOR TO PROVIDE TRENCH AS REQUIRED TO INSTALL BOTH � 0 °I. WRITTEN ER DI MENSIONS TA NOT KE EN ENS RESP E C ANY ERRORS FROM THIS PRACTICE CONSUMER SAFETY COMMISSION - SAFETY STANDARDS FOR ARCHITECTURAL ELECTRICAL AND TELEPHONE UNDERGROUND CONDUITS (#40 PVC) PER S.C.E ltm KE P PRECEEDD ENCE OVER SCAALE LE SHOWN ON PLANS GLAZING MATERIALS (42 FR 1428, CFR PART 1201) AND LOCAL SECURITY WORKORDER BACKFILL WITH CLEAN SAND AND COMPACT TO THE EXPIRATION DATE OF THE 7. OWNER. CONTRACTOR, AND TOWER NETWORK CARRIER CONSTRUCTION REQUIREMENTS. SATISFACTION OF THE DISTRICTS INSPECTOR REPLACE FINISH GRADE WITH LICENSE: 06130112 PROJECT MANAGER SHALL MEET JOINTLY TO VERIFY ALL DRAWINGS AND MATCHING MATERIALS (GRASS, ASPHALT. CONCRETE. ETC.) SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. 31. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING. CURBING, ETC. DURING CONSTRUCTION 58. CONTRACTOR TO PROVIDE HEAVY STEEL PLATES AT OPEN TRENCHES FOR 8 THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO UPON COMPLETION OF WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE SAFETY AND TO PROTECT EXISTING GROUND SURFACES FROM HEAVY PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY REM NOT THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE EQUIPMENT UTILIZED DURING CONSTRUCTION. CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS /CONTRACT DOCUMENTS PROPERTY. 59. CONTRACTOR TO PATCH AND REPAIR ALL GROUND SURFACES WITHIN THE 9 THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED 32. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE CONSTRUCTION AREA AS NECESSARY TO PROVIDE A UNIFORM SURFACE AND HOURS TO AVOID DISTURBING NORMAL BUSINESS DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS. AND RUBBISH MAINTAIN EXISTING SURFACE DRNNAGE SLOPES. H CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON 10 THE CONTRACTOR SHALL PROVIDE TOWER NETWORK CARRIER PROPER INSURANCE THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION 60. CONTRACTOR TO REPLACE LANDSCAPE VEGETATION THAT WAS DAMAGED DUE Cr] CERTIFICATES NAMING TOWER NETWORK CARRIER AS ADDITIONAL INSURED, AND AND FREE FROM PAINT SPOTS, DUST. OR SMUDGES OF ANY NATURE. TO CONSTRUCTION. AND TO MODIFY REMAINING IRRIGATION LINES TO v TOWER NETWORK CARRIER PROOF OF UCENSE(S) AND PE & PD INSURANCE 33 NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL MATCH IN OPERATING CONDITION, PROVIDING FULL COVERAGE TO IMPACTED AREAS r , 11 THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN FORM, TEXTURE, FINISH, AND IN MATERIALS EXCEPT AS NOTED IN THE PLANS 61. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND /OR ANTENNA w THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY AND SPECIFICATIONS. FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR, tn RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, THE GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER AND 3 N BLOCKING. . BUILDING ROOFING CONTRACTOR RECORD FOR INSTALLATION. PATCH I ACO OLL. , N SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE 34 THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING, WORK UNDER THE CONTRACT. AND /OR SLEEVES REQUIRED FOR THE INSTALLATION OF FIXTURES, REPAIR OR ANY AUGMENTATION TO THE ROOF, AND HAVE THE WORK U Cfl MECHANICAL EQUIPMENT, PLUMBING. HARDWARE. AND FINISH ITEMS TO GUARANTEED UNDER THE ROOFING CONTRACTORS WARRANTY FOR MOISTURE 12 THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS INSURE A PROPER AND COMPLETE JOB PENETRATION OR AND OTHER FUTURE BREACH OF ROOFING INTEGRITY U O ACCORDING TO MANUFACTURER'S/VENDOR'S EOCAL CODOR ORDINANCES UNLESS NOTED 35. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A PROJECT LEVEL 62. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN a OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TRICE PRECEDENCE. STRAIGHT, AND TRUE ACCORDING TO THE PLANS. THE CONTRACTOR SHALL CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS. THE GENERAL CONTRACTOR •-I Q 13 ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL COMPARE THE LINES AND LEVELS OF THE EXISTING CONDITIONS WITH THOSE SHALL COORDINATE WITH THE FRP DESIGNER /FABRICATOR TO ENSURE THAT THE FINAL BE IN STRICT ACCORDANCE WITH ALL APPUCABLE ) C'• N O ORDINANCCEE S HOWN ON THE PLANS PRIOR TO THE START OF ANY CONSTRUCTION TOWER /� WIT H AND NETWORK CARRIER SHALL FRP SHA BE NOTIFIED OF ANY ERRORS. OMISSIONS, OR ORDINANCES CONTRACTOR SHALL GIVE ALL L NOTICES T COD AN, TICES AND COMPLY PLY WIT BUILDING SHROUD IS S MATRONS, SIMULATING ( T APPEARANCE) LDING FACADE TEXTURES. AN AND D DESIGNATED COLORS. THE CO EXISTING EXTERIOR E CONTRACTOR SHALL N Z INCONSISTENCIES PRIOR TO ANY CONSTRUCTION. N I 1 ALL LAWS, ORDINANCES, RULES. REGULATIONS AND LAWFUL ORDERS OF ANY FURTHERMORE ENSURE THE USE OF COUNTERSUNK FASTENERS IN ALL FRP 0) PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND CONSTRUCTION. MIEN PHOTOSIMULATIONS ARE PROVIDED, THE CONTRACTOR SHALL N LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE 36. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN .- M OF THE WORK FROM PHYSICAL HARM, NOISE. DUST, DIRT, AND FIRE AS REQUIRED BY THE PHOTOSIMULATION. SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL �y GOVERNING AGENCIES CONTRACTOR, CONSTRUCTION COORDINATOR. AND ARCHITECT PRIOR TO FABRICATION I 14. NOT USED 37 WHERE SPECIFIED. MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AND CONSTRUCTION. \ \// 15 A COPY OF GOVERNING AGENCY IS APPROVED PLANS SHALL BE KEPT IN A AND /OR REVISIONS AVAILABLE AS REQUIRED BY THE GOVERNING AGENCY i (∎ RESPONSIBLE FOR RECORDING THE RESULTS. 63. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND /OR ANTENNA FRAMES lr PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW, SHALL BE WHERE ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED, CONTRACTORS SHALL AVAILABLE FOR INSPECTION AT ALL TIMES. THE ORIGINAL PERMIT SET PLANS 38. THE CONTRACTOR IS RESPONSIBLE FOR THE STORAGE OF ALL MATERIALS CONFIRM (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR ARE NOT TO BE USED BY THE WORKMEN. ALL CONSTRUCTION SETS SHALL AND SHALL NOT DO SO ON PUBUC PROPERTY WITHOUT A PERMIT TO DO AND ARCHITECT THE PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB - REFLECT THE SAME INFORMATION AS GOVERNING AGENCY APPROVED PLANS. SO FROM THE GOVERNING AGENCIES FOR THIS PURPOSE. RESULTING FROM AN UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS. IN GOOD 'AS -BUILT DRAWING SET' - HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF CONDITION, COMPLETE WITH ALL REVISIONS. ADDENDA, AND CHANGE ORDERS 39 GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS REINFORCED CONCRETE W/ EMBEDDED STEEL REBAR. IN THE EVENT POST TENSION ON THE PREMISES AT ALL TIMES UNDER THE DIRECT CARE OF THE TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN SLAB SOLUTION IS PRESENT, CONTRACTOR SHALL INCLUDE PROVISONS FOR X -RAY SUPERINTENDENT. THE CONTRACTOR SHALL SUPPLY TOWER NETWORK OTHERWISE. PROCEDURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS WHERE ANCHORING CARRIER CONSTRUCTION PROJECT MANAGER WITH A COPY OF ALL REVISIONS. OCCURS. ADDENDA. AND /OR CHANGE ORDERS AT THE CONCLUSION OF THE WORK AS 40 TRADES INVOLVED IN THE PROJECT SHALL BE RESPONSIBLE FOR THEIR A PART OF THE AS -BUILT DRAWING RECORDS OWN CUTTING. FITTING, PATCHING, ETC., SO AS TO BE RECEIVED 64. GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR PROPERLY BY THE WORK OF OTHER TRADES. ALL CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE 16 THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES APPLICABLE). PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON TOWER ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED 41. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT PREMISES NETWORK CARRIER PROJECTS RECOMMENDED MANUFACTURE SHALL BE PANDUIT CORP OTHERWISE AND SHALL BE LEFT IN A CLEAN (BROOM FINISH) CONDITION AT ALL TIMES METAL LOCKING TIES MODEL NO. MLT4S -CP UNDER SERIES -304 (OR EQUAL). PANDUIT REVISIONS 17. THE CONTRACTOR SHALL STUDY THE STRUCTURAL. ELECTRICAL. MECHANICAL, BY EACH TRADE AS THEY PERFORM THEIR OWN PORTION OF THE WORK. PRODUCT DISTRIBUTED BY TRIARC. NO DATE DESCRIPTION INIML AND PLUMBING PLANS AND CROSS CHECK THEIR DETAILS, NOTES, 42. TOWER NETWORK CARRIER DOES NOT GUARANTEE ANY PRODUCTS, FIXTURES, 65 NOT USED. ' AND/OR ANY M DIMENSIONS. AND ALL REQUIREMENTS PRIOR TO THE START OF ANY WORK. u / 11 4 S SU u D (L16 7 NE71G1 BF OR WARRANTY THHAAT E IN BY A TRADE MANUFACTURER GUARANTEE 18 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THAT MAAYY BE E IN HEFECT IS DONE E SO O THROUGH THE COMPANY • THE PROJECT AND SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB OR MANUFACTURER PROVIDING THE PRODUCT, FIXTURE, AND/OR Y THE EQUIPMENT ONLY: UNLESS SPECIFIC RESPONSIBILITY IS ALSO PROVIDED BY THE IS COMPLETE CONTRACTOR /SUBCONTRACTOR IN WRITTEN FORM 19. THE CONTRACTOR HAS THE RESPONSIBILITY OF LOCATING ALL EXISTING 4 }, CAUTIONS CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA UTILITIES WHETHER OR NOT SHOWN ON THE PLANS, AND TO PROTECT THEM AND UTIUTY INFORMATION SHOWN MAY NOT BE COMPLETE CONTACT FROM DAMAGE. THE CONTRACTOR, OR SUBCONTRACTOR AS SPECIFIED IN THE THE ONE -CALL UTIUTY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR • AGREEMENT BETWEEN SUBCONTRACTOR AND CONTRACTOR, SHALL BEAR THE TO CONSTRUCTION. 1 -800- 227 -2600. EXPENSES OF REPAIR AND /OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGE BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION 44. CONTRACTOR TO REPLACE AND /OR REROUTE ANY EXISTING UNDERGROUND OF THE WORK. UTIUTIES ENCOUNTERED DURING TRENCHING AND GENERAL CONSTRUCTION NOT FOR CONSTRUCTION UNLESS 20 THE REFERENCES ON THE DRAWINGS ARE FOR CONVENIENCE ONLY AND LABELED AS CONSTRUCTION SET 45. CONTRACTOR SHALL CALL FOR LOCATE CONSTRUCTION. TR SHALL NOT UNIT THE APPLICATION OF ANY DRAWING OR DETAIL 21 ALL DIMENSIONS ON THE PLANS ARE TO FACE OF STUD (F.0 S.) UNLESS SHEET TITLE NOTED OTHERWISE (U N 0) 46. SEE CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION. GENERAL NOTES 47 CONTRACTORS TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO TOWER NETWORK CARRIER ALONG WITH REDLINED CONSTRUCTION SET 48 CONTRACTOR SHALL DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REDUNING) THE APPROVED CONSTRUCTION SET AND SHEET NUMBER SUBMITTING THE REDLINED ALONG WITH PHOTOGRAPHS PER NETWORK CARRIER REQUIREMENTS G_1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED . DESIGN CRITERIA: STRUCTURAL STEEL NOTES: ABBREVIATED ROOF TOP SAFETY PROCEDURES SYMBOLS: 1 THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE 1 SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE INTERNATIONAL BUILDING CODE 2009 WITH OREGON STATE BUILDING CODE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. (WHEN APPLICABLE): U GRID REFERENCE at&t / AMENDMENTS (2009 IBC) 2 STRUCTURAL STEEL DESIGN. FABRICATION AND ERECTION (INCLUDING FIELD (AS PER "ACCIDENT PREVENTION PROGRAM" - BY PERMISSION OF WREN ` +" •� � 2. PFSICN I DADS WELDING. HIGH STRENGTH FIELD BOLTING. EXPANSION BOLTS, AND THREADED CONSTRUCTION. INC - 03/01/99) t-� DETAIL REFERENCE Your world. Delivered. DESIGN DATA FOR MULTNOMH, OR 97223 EXPANSION ANCHORS) SHALL BE BASED ON THE AI S.C. "SPECIFICATION FOR - ROOF SNOW LOAD THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR FALL PROTECTION METHODS AND EQUIPMENT ^ N/A (NOT A ROOFTOP SOLUTION) BUILDINGS" LATEST EDITION SUPERVISION SHALL BE IN ACCORDANCE WITH ROOF TOP INSTALLATIONS !-i - BASIC WIND SPEED 2006 IBC CHAPTER 22. BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE 1 FOR WORK IS BEING PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF ELEVATION REFERENCE 85 MPH (100 MPH 3 SECOND GUSTS) CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL EDGE, THE CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED - WIND EXPOSURE INSPECTION REPORTS AND TEST RESULTS. SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THE C - SEISMIC ZONE 3 STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS CONSTRUCTION WORKERS SECTION REFERENCE D 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS (I.E.. ■ ■ TYPE OF MEMBER BACKING UP TOWARD A ROOF EDGE, ETC.) OR UNSAFE ACTIVITIES. THE A PLATES, SHAPES, ANGLES. AND RODS SAFETY MONITOR MUST BE ON THE SAME ROOF AND WITHIN VISUAL AND - - CENTERUNE • CO NC REI � E NOTES: B. SPECIAL SHAPES AND PLATES ASTM A36, Fy 36 KSI VERBAL DISTANCE OF THE CONSTRUCTION WORKERS PACIFIC TELECOM SERVICES, C PIPE COLUMNS ASTM A572. Fy 50 KSI PROPERTY /LEASE LINE LLC 1 ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI -318 D. STRUCTURAL TUBING ASTM A53, Fy 35 KSI 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 6 OR LESS OF E ANCHOR BOLTS ASTM A500. Fy 46 KSI AN UNPROTECTED ROOF EDGE. REQUIRES WORKERS TO USE SAFETY LINE MATCH UNE 2 CONCRETE SHALL BE MIXED. PROPORTIONED, CONVEYED AND PLACED IN F CONNECTION BOLTS ASTM A307 III ACCORDANCE WITH CHAPTER 19 OF THE 2009 IBC STRENGTHS AT 28 DAYS ASTM A325 TWIST -OFF -TYPE 4. SAFETY UNE SHALL BE MINIMUM W DIAMETER NYLON, WITH A NOMINAL I` • AND MIX CRITERIA SHALL BE AS FOLLOWS. 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER TENSILE STRENGTH OF 5400 LETS. WORK POINT Al23/Al23M -O0. TYPE OF CONSTRUCTION 28 DAY STRENGTHS W/C MINIMUM CEMENT 5 SAFETY UNE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE - GROUND CONDUCTOR d jA (f' RATIO CONTENT 5 ALL WELDING SHALL BE IN CONFORMANCE WITH A AI S.C. AND AWS STANDARDS STRUCTURE. ' i([/7A %. A ` SLABS ON GRADE PER CUBIC YARD AND SHALL BE PERFORMED BY WB 0. CERTIFIED WELDERS USING E70 XX I TELEPHONE CONDUIT TOPPING SLABS ELECTRODES. ONLY PREOUAUFIED WELDS (AS DEFINED BY AWS) SHALL BE 6. SAFETY UNE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO CONCRETE PIERS 2.400 PSI 5 45 5 35 SACKS USED WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE REACH EDGE OF ROOF. BUT NOT BEYOND. E ELECTRICAL CONDUIT � � PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS s � RICHARD B. HAL 4 B• ALL STRUCTURAL CONCRETE 4,000 PSI 5.45 6 SACKS REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70 XX A COAXIAL CABLE EXCEPT WALLS ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS B. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION NOT PERMITTED SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF EQUIPMENT SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES. -- 0 /.. OVERHEAD SERVICE I�j C. CONCRETE WALLS 4.000 PSI 5 .45 6 ) SACKS WELDED BARS. INCLUDING: CONDUCTORS SE CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U.N.O. 6 COLD - FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE. SIZE. AND SE . , WA 3 THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INSPECTION CONSTNUC AREA FOR HAZARDS I-.---:-= :'^^� GROUT OR PLASTER (� METHODS AND PROCEDURES OF CONCRETE PLACEMENT. INDICATED ALL COLD- FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.S USE VI AN IN NSPECTION CHHECEC KLIST 5008 1✓ INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS -- S•....- "SPECIFICATION FOR THE DESIGN OF COLD- FORMED STEEL STRUCTURAL REPORTING AND DOCUMENTING ANY HAZARDS ,;1',11:7-j ( E ) BRICK 4 ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE MEMBERS." REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION ? !!l�u�!!!!!!!m- ( E ) MASONRY �4c OF O AIR- ENTRAINED WITH AN AIR- ENTRAINING AGENT CONFORMING TO ASTM C260, POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN C494, C618, C989 AND C1017. TOTAL AIR CONTENT SHALL BE IN 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIA) RECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER ACCORDANCE WITH TABLE 1904 2.1 OF THE 2009 IBC. AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. COWORKER SAFETY REPRESENTATIVE f -,- CONCRETE EXPIRATION DATE OF THE 5 REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT 8. NON- STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA ASTM REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL „ EARTH LICENSE: 06/30/12 Si), GRADE 60, fy =60.000 PSI EXCEPTIONS: ANY BARS SPECIFICALLY SO A307 BOLTS UNLESS NOTED OTHERWISE. NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBUCATION NOTED ON THE DRAWINGS SHALL BE GRADE 40. fy =40,000 PSI. GRADE 60 ; °o °o,o°o°o °o °J GRAVEL REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN & REFERENCED OSHA REGULATION /STANDARDS SHALL BE REVIEWED BY TOWER TO ASTM A706 REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS ERECTORS. nccmmaoccamva PLYWOOD WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH NOTED OTHERWISE. EQUIPMENT INSTALLERS, AND TOWER /ROOF TOP CONTRACTORS /SUBCONTRACTORS WELDING PROCEDURES SPECIFIED IN A.W.S D14 ARE SUBMITTED 29 CFR 1926 500 - SCOPE, APPLICATION, AND DEFINITIONS I I SAND 10 ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE 29 CFR 1926 501 - DUTY TO HAVE FALL PROTECTION j 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN 19 CFR 1926.502 - FALL PROTECTION SYSTEMS CRITERIA AND I1 � ACCORDANCE WITH ACI 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT . TOUCH UP ALL FIELD DRILUNG AND WELDING WITH } H 2 COATS OF GALVACON (ZINC PRACTICES �• I WOOD CONTINUOUS Il H AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2' -0" PROVIDE CORNER RICH PAINT) OR APPROVED EQUAL BARS AT ALL WALL AND FOOTING INTERSECTIONS LAP CORNER BARS AT L\ I WOOD BLOCKING LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2' -0" LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. TOWER /POLE NOTES: C:�'= :z __. . STEEL rr 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185. 1 . VERIFICATION THAT THE EXISTING TOWER /POLE CAN SUPPORT THE PROPOSED (N) NEW 3 N ANTENNA LOADING IS TO BE DONE BY OTHERS 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, n GRADE 60. fy =60.000 PSI. 2 PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL (t) EX ISTING U 01 INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S CP NEW ANTENNA LI / ^\ I� U p • UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. REQUIREMENTS. N d = E XISTING ANTENNA 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS . F r • _T 1 L`,,, 3 a FOLLOWS. « GROUND ROD � N - FOOTINGS AND OTHER UNFORMED 3 .-r GROUND BUS BAR IN J SURFACES, EARTH FACE < N - FORMED SURFACES EXPOSED ( #6 BARS OR LARGER) 2" • MECHANICAL GRND CONN. Q TO EARTH OR WEATHER (15 BARS OR SMALLER) 1 1/2" • CADWELD - SLABS AND WALLS (INTERIOR FACE) 3/4" ® M-•I GROUND ACCESS WELL 11 BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS H 12 ANCHOR BOLTS TO CONFORM TO ASTM A307 ELECTRIC BOX 13 NON- SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE TELEPHONE BOX MANUFACTURER'S PUBUSHED RECOMMENDATIONS GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3.000 PSI; LIGHT POLE MINIMUM) 14 ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE Q FND. MONUMENT TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. S SPOT ELEVATION ® SET POINT REVISIONS NO DATE DESCRIPTION INTML A 02/B/11 SSUED FOR PCD RENEW BF A REVISION 0 07/30/11 69.00 RR FIAT mNSIRUCOI AM • SPECIAL INSPECTIONS REQUIRED: • SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION ❑ VERIFICATIONS OF MILL REPORT ❑ SPRAYED -ON- FIREPROOFING CONCRETE OVER 2400 PSI (51} SACK MIX) AT 26 DAYS ❑ IDENTIFICATION OF STEEL AND AT JOB SITE ❑ STRUCTURAL MASONRY CONCRETE PLACEMENT AT SLAB ON GRADE NOT FOR CONSTRUCTION UNLESS WRITTEN CERTIFICATION FOR PROPER PLACEMENT OF ADHESIVE BOLTS IN CONCRETE OR MASONRY ❑ PRESTRESSED CONCRETE LABELED AS CONSTRUCTION SET REINFORCEMENTS AT SLAB ON GRADE ❑ ALL FIELD WELDING FOUNDATION EXCAVATION AND FILL INCLUDING UTILITY TRENCHES ❑ ANCHOR INSTALLATION AND PLACEMENT IN 0 REINFORCING PLACEMENT SHEET TITLE CERTIFICATION OF BUILDING PAD. FOUNDATION AND FILL BY THE GEOTECHNICAL ENGINEER OF THE RECORD ❑ HIGH STRENGTH BOLTING ❑ DESIGNER SPECIFIED (SEE SHEET #__) GENERAL NOTES ❑ OTHER _- - SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, SHEET NUMBER WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED AND SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND G_2 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED AT&T CHAIN LINK FENCE — — X — x — LEGEND ' a `p( I. — SU BOUNDAR LINE Your world. Delivered. — - — - — - — - — RIGHT -OF -WAY CENTERLINE RIGHT -OF -WAY LINE // Y I J ! \ // / - - ADJAC B OUNDARY LINE // EXISTING / \ \. OHP OMP OVERHEAD POWER LINE / / \ S� SECTIONAL BREAKDOWN uNE // BUILDING // )� J / / ` j / / / / // \ / �. / \ - / 7/ / / EXISTING PRKING / / / BURIED GAS UNE // AREA—.....,... �" ` / \ /// / / T EI onr / / P TECOM SERVES, / / / \ // BUID N / / // / / /// / / / / \ \ / / / //// / / / / / ' - - -- BURILEPHONE LINE \\ —SS SS W SS BURIED SANITARY N SEWER /// / \/ / / \/ / / — 50 50 SD BURIED STORM DRAIN / / // EXISTING / / / \/ / \ ///// / / / / / // / /// DITCH LINE /FLOW UNE �//11��,, N \ / // BUILDING /// \ \ / / / \ / \ / // EXISTING // ROCK RETAINING WALL VS1 \ / // / / \ O p / \ / / BUILDING / — // vEGETAT10N LING ,�� RICHARD B. HAL YY� / / 1 >< >< >< '� N \ / / / / / / / / / , \ / / / — • 4 `-- EXISTING PARKING / / // / V / ` \ / \ / AREA —•_ / /// / / � \/ \ \ // // / / ❑ ❑ Q / — x — x — x — X — ■ WOOD FENCE BARBED WIRE /WIRE FENCE j' (�(� \\ \ / // / /// J �r� / \ a / \ \ / / / / / / / / Q TRANSFORMER FIRE HYDRANT N � CC r � - /// ,.y \\�.`� Q X LIGHT STANDARD DC GATE VALVE SE �/ / / / �• \ \ \ \ q \ B3 WATER METER 5008 CF / // ;PI / /,�\ \ \ ao / POWER VAULT B � \ ® UTILITY BOX 0 UTILITY j] FIRE STAND PIPE �� 4� 0 CATCH BASIN, TYPE I • /// j ` \ / G �� POLE GUY WIR ® CATCH BASIN, TYPE II O � O / / / �_ \ \ \ EXPIRATION DATE OF THE \ \\ // /// / / / ,* � �� \ \ \ \ \ / / m cAS vALVE a slcN LICENSE: 06/30/12 / / / / ^� , /00 ® CAS METER c BOLLARD \ / / /// r r ,� v 0 \v? \��` \ © TELEPHONE VAULT c MAIL BOX \ / J �) // 'J Vi \ \--EXISTING PARKING \ \/7 D TE LEPHONE RISER 23 -x-21 SPOT ELEVATION \ / 1 / 1 ,_ L 1 y4) — • � _ \ _ AREA e / \/ // // / I ) "6 b } . ' � '. .\ I \ \ / NOTE. EXISTING / I °• I / '-� _ 0 / � , ` t� \ \ ALL NEW LTE ANTENNAS. BUILDING / ,1 -• 1 1 �1, V / N EQUIPMENT AND MOUNTING / / // 1 ♦ \ I \� / HARDWARE 70 BE PAINTED TO MAT EXISTING i ( 1 / r} // / ( . 1 ` � ✓ '4 ),,^. A 4, i AT&T PRO • ,.-i> 'TO MODIFY AN EXISTING UNSf �• TELECOMMUNICATIONS FACILITY BY ADDING (3) LTE PANEL / / L.) 0) l = n / // / z�_ ;0(t. i �° I J \ ' ��' /// • 1� (w ., / J �� ' / \ ANTENNAS (1 PER SECTOR), (6) RRH UNITS (2 PER SECTOR) AND / / ^ L� K // / (1,,(../_, F / > ' \`\ .?" & \(1) RAYCAP SQUID SURGE SUPPRESSION UNIT ANCHORED AT ` � / / // / / 4 J J o , ' — A' A / L • ' LAT&T FURTHER PROPOSES TO ADD (1) LTE 9412 / / 1 \ a _ '� ANTENNA LEVEL enclosure MOUNTED ON AN EXISTING ARGUS 43 / / PARCEL NUMBER(S); —7 / / :1NEF PLUS THE ADDITION OF ((1 GPS ANTENNA ANCHORED // l�-"1=,- \ , r \ � / /ADJACENT AN EX ISTINO OPS AMTS) AT GROUND LEVEL / 25- 10 -2BD -02600 / 1n O / / / \ \ \ ■ / 4 ' n z • / T i m ' r C ` 'c� Q `'\ / / / LEGAL DESCRIPTION; m 1 `� , t, p / ` _" "�` ; / / \ \ 0 , U T. B.D. N -' "' ':=? / \ in — --,) C- ( e / `',_;-<,:.:, " \ '' / \ \ / ' /* w ^ > , ( (, ( i r / 4 \--EXISTING PARKING / `' H / r -ti ; .� /' / 0-.„:„..2:1=,.„,/ '1i \ 1 \ / // � 'A, AREA—..... \ / P �l • / , ) ) ,--r2;17.`>' , A_ � i / (((��������'(((��I' 'I > 4 ., VICINITY MAP rr ,f^ : � -C -..5 C C 'I % )� ' ,.,y '' . ' \ \ \ / Q2 0 \ G eC , ts. gy a r s7 �, r. ((,`• .4 rr--7.), ., . xds // • J 4' ,) ! \ // /2 �/ :ONTO � , ��Sr K`" �„ No DATE REV DE n NRAL / �, `{ V �� `\ / �` \` 'O- A @/'25/11 ISSUED FOR PCD REVIEW 6F / // / / / J y y \ / / ` -- EXISTING PARKING / / ! c ✓ � 0 61/70/11 GSM FOR FM. CtlSI1EK:1px w / AREA--...,....„. e / / . , g SITE � � ` o • • •.••.-• ...: . / h «2 : �. / / Co SI �`S p'E' ' S Qm wa S LABELED AS CONSTRUCTION SET N C \/ // / / //// /// o ar / EXISTING / Spy SHEET TIT / / /// BUILDING / /// 73W • OVERALL SITE P LAN SHEET NUMBER .e wow. w www4 A 24"x36" SCALE: 1/32" = 1' -0" f� ' 11 "x17' SCALE: 1/64' = 1 -0" 32 24 16 6 0 32' OVERALL SITE PLAN I THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED EXISTING AT &T UNITS PANEL } ANTENNA TO REMAIN � at& {. 1 / FROSTING AT &T ICE 'F BRIDGE - Your world Delivered. EXISTING AT &T GSM PANEL 4 / A\ ANTENNA TO REMAIN / • } EXISTING AT &T c b / / EXISTING AT &T UNITS CONCRETES c 4 1 CABINET 4 / .:11:i.; ,:, EXISTING AT &T FENCE EXISTING AT&T ARGUS + EXISTING AT &T GSM PANEL PACIFIC TEL SERVICES. • POWER CABINET LLC / • / � ANTENNA TO REMAIN • ..„„ EXISTING AT &T ARGUS TE43 EXISTING AT &T GSM PANEL EQUIPMENT CABINET ' • NT AENNA TO REMAIN / ( , /� •' EXISTING AT &T SSC _��'D . + �s 's :::Iii ::::::e:10:' \ / .. CABINET �SA 1 /C\ EXISTING AT &T 6., . ACCESS GATES + . '� . 1 , EXISTING AT &T RICHARD B. HAL EXISTING AT &T (2) A 5) TELCO BOX iit GSM CABINETS + \ \ S ET 780/ 1!1� HNLE Cr / .- \ 4 / / + EXPIRATION DATE OF THE + I i �c ` �7= ®1 N LICENSE: 06/30112 / `\ EXISTING EQUIPMENT } I : ' ® / \ \ \ / BUILDING + • .•`\ ® ® 11111100 �. + o • \ , \ / H + \ rr 4 } \� H C / } EXISTI AT &T GSM _ ~1� • ' ANT NG TO T REMAIN PANE . /' !STING AT &T GSM PANEL } \ • \ ANTENNA TO REMAIN \ / 1 , / \ \ ANTENNA TO REMAIN + � / o \\ EXISTING AT &T UNITS PANEL + / , + \ ANTENNA TO REMAIN + t r ^ \ • ' e\ / l N e } a\ / 1. / A- + / } / } \ / \ C%ISTI G AT &T GSM PANEL / 4 REVISIONS + ANTENNA • REMAIN \ 4 NO DATE DESCRIPTION INITIAL + / A 02/25/II 6SUED FOR PCD RENEW BF \ + 0 07/70/1 1 60ED IOR F1AL Cp6 Ifl T 1 AN • +/ N + + / N 4 • \ / + 4 4. } / NOT FOR CONSTRUCTION UNLESS \ / LABELED AS CONSTRUCTION SET + } SHEET TITLE \ L / EXISTING ENLARGED SITE PLAN SHEET NUMBER 4 S .......7 �1 A....2 24 SCALE: 1/2 = 1' -0• _ EXISTING ENLARGED SITE PLAN I 11 ° x17 ° SCALE 1/4 • 1' -0 2 1 0 2' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED Y • EXISTING AT &T GSM PANEL ANTENNA TO REMAIN ROTE _ NOTE. EXISTING AT &T ALL NEW LTE ANTENNAS. at &t CONCRETE SLAB 4 (STING AT &T ICE EOUIPMENT AND MOUNTING / BRIDGE HARDWARE TO BE PAINTED TO t EXISTING AT &T UMTS PANEL MATCH EXISTING _ ANTENNA TO REMAIN Your world. Delivered. 4 / / EXISTING AT &T UMTS 4 CABINET PROPOSED AT &T (2) DC RUTS AND (1) 4 - / ' AT&T LTE PAN EL Nib ANiQINA FIBER RUN ROE WITH DUSTING / 4 } ■�— COAX (FIELD VERIFY) �•:$: EXISTING AT &T FENCE EXISTING AT &T ARGUS / a POWER CABINET t �� , PACIFIC TELECOM SERVICES, / ,� EXISTING AT&T GSM P LLC + �� :: �0 ANTENNA TO REMAIN EXISTING AT &T GSM PANEL / / ANTENNA TO REMAIN 4 . % EXISTING AT &T ARGUS BBU • ::� IN �••. :: CABINET ,` . ■ / `� \P - :; PROPOSED 10' -0' ICE BRIDGE 1. • i' \ `:: ' }: ; : ;:4 :: ?'• ; . . UTENSION ® �,' %� % PROPOSED LTE 0412 EQUIPMENT .; MOUNTED WHIN EXISTING TE43 aim" MOUNTED B. HAL � � GSM CABINETS / ? C' . * CABINET ®® s. EXISTING AT &T (2) 4 ` � * EXISTING AT SC if.--- } \ : • •• / \ :: j)�i CABINET �1 �i( / � EXISTING AT &T UMTS PANEL � , � -+ ANTENNA TO REMAIN + '� "/ \// lj l! PROPO ED AT &T (1 • RAYCAP SQUID () S 1 WA / :;:'CNr:? • MOUNTED NEAR LEVEL ON .`C � :�• AN EXISTING MONOPOLE V Z 7 VT 5008 EXISTING AT &T 7B' -0- t .,■ ;Za \ HIGH MONOPOLE / �/ •• ►/'' �j • ^ -I- EXISTING AT &T \ 1r h. Q / -I I. I ` : = - � ., - \ 1ELC0 BOX OF 0 / , ::•:: :;: :" EXISTING NA EXPIRATION DATE OF THE %SIT CPS \ ® •' • T TO RE]IAIN 1 ATE O �' LICENSE: ATE O 2 � PROPOSED AT &T LTE PANEL + • AN ANTENNA }/ � ova =°.. x of - •. • ED AT &T GPS�I + ¢J. - fj_ ( . . j e j V'''. ANTENNA 1 1 1 EXISTING EQUIPMENT + ; : ; \ / BUILDING ` . •: ' 19 \ / \ I r M / • • , EXISTING AT &T GSM PANEL _ + \ 0 % } i ANTENNA TO REMAIN \ \ / / -- \ V J / w ANTENNAA &T MAIN PANEL . /-) ` N N / �• j PROPOSED AT &T AWS RRH UNR \ EXISTING AT &T = n MOUNTED TO EXISTING MOUNTING + ti : • '� ATTACHMENT (TYP OF (1) PER SECTOR) \ ACCESS GATES rn t 1 II */- � .i \ n a O ti \ O VI M 01 Z F �j'•� • EXISTING AT &T UMTS PANEL \ N D _, P ROP OSE D AT &T 700YH[ RRN UNR l ANTENNA TO REMAIN • .} MOU NTED TO D%IST MO \ ATTACHMENT (TYP OF (1) PER SECTOR) / \ + 4 0 0 0 \ + H 1 \ `\•,\ PROPOSED AT &T LTE 4 + PANEL ANTENNA / \ , ° ° 7 / 4 \ 4 + / \ t + / \ + + / \ + + EXISTING AT &T GSM PANEL }/ REVISIONS \ NO DATE DESCRIPTION (MINE ANTENNA TO REM IN / A 02`25/11 ISSUED FOR PCD RENEW BF \ # 0 03/Y1/11 6511E0 FOR MX C016TNRTDN AY + / • + \ / + • \ /} \ / -f' 4 NOT FOR CONSTRU UNLESS \ + / LABELED AS CONST SET \ / t + + SHEET T \ , / PROPOSED ENLARGED SITE PLAN SHEET NU MBER A - 3 24%36 SCALE: 1/2" = 1' -0- PROPOSED ENLARGED SITE ('LAN 11 %17 SCALE 1/4" = 1' -0 2 1 0 2' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAI WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED NOTE: at &t ALL NEW LTE ANTENNAS. EQUIPMENT AND MOUNTING _ Your world. Delivered. HARDWARE TO BE PAINTED TO MATCH EXISTING • f EXISTING OTHER CARRIER ANTENNAS PACIFIC TELECOM SERVICES, LLC Ark PROPOSED AT&T (1) RAYCAP SQUID m - MOUNTED NEAR NA LEVEL ON 71 ■ • NW NI DOSIING MONOPOLE n n c 1,/' 1 1 I n n I EXISTING OTHER n I l I �t CARRIER ANTENNAS I r� PROPOSED AT &T LTE � I � n 4 I I ., �F,v A� PANEL ANTENNA °°+� �l EXISTING AT &T GSM u c U TJ EXI STING AT &T GSM ANTENNA I 1 ANTENNA TO REMAIN F�aIAIN t, !u� •~ RICH ARD B HAL ' w 4 EXISTING AT &T UMTS PANEL EXISTING AT &T UMTS ....., ANTENNA TO REMAIN I � ANTENNA TO REMAIN N S t WA EXISTING AT &T GSM PANEL I51 I I I enOe o � NA ANTENNA TO REMAIN .7{I U [ l I� EXISTING AT &T GSM -I I I 91 � OF g �VVV p II i !R �§ -,' i ANTENNA TO REMAIN O - 'I ' — I` ` III ,il. ii - — . ' __ci 4, .i• '' EXPIRATION DATE OF THE LICENSE: 06/30/12 • d 3 PROPOSED AT &T 700MHz RRH UNIT MOUNTED TO PROPOSED PIPE F MOUNTS ARMS _ 2 PROPOSED AT &T AWS RRH UNIT .n n. I r SED PIPE 1 n n i I n 1. , , n ,, , 1 - , W i I. o �^ � F R U = n U ' IL' U of 1 I bQ I � o 3 EXISTING OTHER I ..� ZS Z N O CARRIER ANTENNAS < Q I uT Z =1 n o CARRIER CAISTING ANTENNAS OTHER W N J d r o w i a G a S F N. r EN EXISTING AT &T 78' -0 HIGH MONOPOLE 1 I . a T AI EX IST ING AT &T 78' -0 HIGH MONOPOLE ° i c1 IN a 1 Z H N F I x o- 3 w o PROPOSED AT &T (2) DC RUNS AND (1) I. I o FIBER RUN ROUNTEO WITH EXISTING — o O COAX (FIELD VERIFY) — o a U ~ EXISTING AT &T ICE BRIDGE EXISTING AT &T ICE BRIDGE AIM PROPOSED AT &T CPS ANTENNA I MF ® PROPOSED AT &T ICE BRIDGE EXISTING AT &T GPS I i I _ REVISIONS NO DATE DESCRIPTION PRIX EMW ANTENNA TO RN I I I EXISTING N TENN ENN A TO TO MAIN ANTENNA A 02/23/It ISSUED FOR PCD REVIEW BF 0© EQ ENT LTE 9412 T O AN o 03/30/II Bsua P3R FNrL CONSTRUCTION AM 41 1:0 P ® EXISTING TE43 CABINET .....414 EXISTING AT &T 7E43 _ _ __ I —1 . - CABINET m.. -. 9 = T EXISTING AT &T CHAIN - - - r "+�+ - ;:;:'.•.',•.� - - - � ! � °l� I�5 _ LI .7-::=7 L � LINK FENCE ,. I II I lint I� I� l 1 —� � - :'I ! la3 L � XI TI NG AT &T CHAIN I 1 .• . ✓i I l.i ::� UNK FENCE I •I u �I I SIC I t� I I h� ����������� `������ •: cag �� I �' � I III �I' � .::' I I •• 1•.'. renal I r•ti ' } - I , I 'I . } }:•• . NOT FOR CONSTRUCTION UNLESS { : . : .•..'.'. ;..� : .y. ::::tip ! ,.'�` �I� _ l�h0�xJ1: y I I �I' . • . '.' .: ` }: I LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING & PROPOSED NORTHEAST ELEVATIONS SHEET NUMBER 24 SCALE 3/16 _ ,' -o• PROPOSED NORTHEAST ELEVATION 2 24 SCALE: 3/16 = 1' -0- an ■ ow ■ EXISTING NORTHEAST ELEVATION ( I 1_4 11•x17• SCALE: 3/32 = 1' -0 4 2 0 4' 11 SCALE: 3/32 = 1' -0 4 2 0 4' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAI WHICH RELATES 10 CARRIER SERVICES IS STRICTLY PROHIBITED . ■ at &t Your world. Delivered. PROPOSED 24 WIDE ICE PROPOSED 24' WIDE ICE BRIDGE (POSTS MOUNTED IN _ BRIDGE (POSTS MOUNTED IN I - -= ='=;. CONCRETE PIERS CONCRETE PIERS ~• PIERS) PROPOSED COAX _ MANUFACTURER ALCATEL -LUCENT - _ _ -- � e MODEL. LTE 9a12 eNOEeB ■ ■ � - •`: _';:j: � COMPACT ENCLOSURE _ _ - • HEIGHT 3t' WIDTH 20' PACIFIC TELECOM SERVICES, DEPTH 24 LLC i4:::::!-:' // WEIGHT 143 LBS 4 _ . ; -- ' IRE 41. '•e• ! �i l '• . DC SWITCH PANEL 02Uv3ph3 BB T AIL (DOOR OPEN) 511E (FOR E2U) (1U) wcT (2U) (SEE DETAIL POP-8 (1 _ ,(� }, THIS SHEET) _. / • 1. to USER SPACE (2U) I ti I F •- \ _ ! .�� � � (2DDW MAX) „,,, a : „, RICHARD B. HAL ..... 111111' I I I �'{/11Y , 1 I . �� eAM ALARM I I 1 I � �/ • MODULE (1/2U) Cr SE' t WA 1 iL L III I _ I ( l 5008 9� I FAN TRAY IIII - OF FRESH AIR FILTER I� L n EXPIRATION DATE OF THE NOTE: '3 g g ^ 8 FRONT LICENSE: 06/30/12 B' -0 8' -0' ,� USER EQUIPMENT ��,' i e a a POWERED VIA N - v u 8 SINGLE INPUT FEED - — i I i 0.'11 y N .1EL, LTE 9412 eNodeB DETAIL 11�ii 9C nCALE' /2; -i' -o' 2 n U 01 PROPOSED 24' WIDE ICE ^ L O_ BRIDGE (POSTS MOUNTED IN - U 0 CONCRETE PIERS) G 3 Q ae V 2 O u'1 PROPOSED 24' WIDE ICE N j BRIDGE (POSTS MOUNTED IN .- M CONCRETE PIERS) ",Iy B' - 0” 8' -O' ,IIy O I I I II ., 0 . \ 0 7 I __ • • / H n a 0 1 :00 10 lk .r _ ? r r _ \ C .I 0 REVISIONS LTE 9412 eNodeB 3 GALV PIPE EMBEDDED 43 Ii , O COMPACT ENCLOSURE DATE DESCRIPTION INITIAL IN 48 DEEP X 18'0 PIER A ro/C /11 ISSUED FOR PCD REVIEW BF FOOTING COMPOSED OF 3000 O 0 D 03/3e/11 MUM Re nit L9N51aXVa AM PSI 5 -1/2 SACK MIX CONC • 0 ARGUS Te43 III • q. O NOTE(S) • 1. ONLY N 9412 CABINET CAN BE INSTALLED \-<. 1 • • � �,/ �ll�<'�CC'. 't "� � 1rC/ F' /')', rr __--./y` . 0 L ONE G�,\„� � . I'T�t7., r`i �./. I �U( I • • .' f' ` O ON THE TE43 SIDE. EITHER ON LEFT OR RIGHT, • i y;l l,-,,l 4 1 I 1 �•� r� ;./,, r 1 ( (v, 1;� \ / DEPENDING UPON THE UNE -UP AS THERE WILL NOT FOR CONSTRUCTION UNLESS j „c�F', ""I -•I •„ 17 -11>,, 'I •• I I .,, ht -•.. :` 1 +I I.., I--� \'. \. BE OTHER CABINETS ON THE SIDE OF MODCELL LABELED AS CONSTRUCTION SET � l .1 1 %;i.7/../: ! ( r Y l y I •1 1 lr .:r . I I 1 0.! / / < 4.: ' / o I 1 I I 1 r •' 1 1 1 I •' 1 2. SIDE OVERHANG OF LTE 9412 CABINET IS 21 4 • 'e I. I, ,'1 1. I • � , I ,1 I. I,I '1 SHEET TITLE 4 I .I 1 11 .1 1 11 .1 I . .1 • .1 I • d •1 .J I • .} •1 .J FRONT CONSTRUCTOR DETAILS I U• I I U • I I LI* I (RIGHT SIDE \ L_ -_ L. __J L_ __ J MOUNTING) SHEET NUMBER ICE BRIDGE DETAIL - -- ) - CABINET "LTE EQUIPMENT” MOUNTING A -5 24•x36 SCALE 1/Y =1' -0 24',36: SCALE. NOT TO SCALE I 11 SCNF -• THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED • / PROPOSED ANTENNA CONFIGURA IION AND SCI IEDTII.E EXISTING COAX CONFIGURATION AND SCI IED(ILE SECTOR X AZIMUTH RADCEMII2 NUMBER OF MODEL ELEC. MECH. RET TYA NUMBER OF COAX m COAX DIPLExm SECTOR X AZIMUTH RADCEI4TER NUMBER OF VENDOR MODEL ELEC. MECH. ITT TIM NUMBER OF % a CONE DIPLEXED a1�1 ANTENNAS ALT TILT COAX Lt74GM ANTENWIS ALT ALT COAX COA LENGTH �. -" T T GSM 850 0' YES NONE 2 7/8" 80' -0' NO GSM 850 0' YES NONE 2 7/8" 80' -0" NO �• 15' 60' -0' 2 KATHREIN 742 -264 0' 15' 60 -0" 2 KATHREIN 742 -264 0' GSM 1900 0' YES (2) NOKIA CS72993 08 2 7/8 8 -0" NO GSM 1900 0' YES (2) NOKIA CS72993.08 2 7/8" 80' -0" NO Your world. Delivered. UMTS 1900 2 7 YES i (2) LOP 21401 YES UMTS 1900 31 YES (2) LGP 21401 — YES — UMTS 850 15' 60' -O" 1 KATHREIN 742 -264 6 , 0' YES NONE /8' 80' -0' (U8 U9) UMTS ,� 15' 60' -0' I KATHREIN 742 -264 6' 0 YES NONE 2 7/8 80 -0" (U8 U9) LTE 700 O 60' -0" 1 POWERWAVE P65- 17- XLH -RR 3' 0' - - 2 FIBER 80' -0' NO SECTOR Y AZIMUTH RADCENTER NUMBER OF VENDOR MODEL ELEC. MECH. RET TMA NUMBER OF COAX v COAT( � � ANTeoas NUMBER OF ELEC. MECH. NUMBER OF COAX TILT ALT COAX LENGTH SECTOR Y AZIMUTH RADCENTER � VENDOR MODEL TILT TILT RET TMA COAX COAX DIPLEXED LENGTH GSM 850 7 YES NONE 2 7/8' 80' -0" NO 135' 60' -0" 2 KATHREIN 742 -264 0' GSM 850 2' YES NONE 2 7/8 _ 80•-0• NO GSM 1900 1' YES (2) NOKIA CS7299308 2 7/8" 80' -0" NO 135' 60' -0" 2 KATHREIN 742 -264 0' ■ ■ GSM 1900 1' YES (2) NOKIA C572993.08 2 7/8' 80' -0' NO UMTS 1900 0' YES (2) LOP 21401 YES 135' 60' -0' 1 KATHREIN 742 -264 Cr 2 7/8' 80' -0" U8 U9) 4 UMTS 1900 - 0' YES (2) LOP 21401 _ YES UMTS 850 0' YES NONE UMTS 850 135' 60' -O" 1 KATHREIN 742 -264 0' YES NONE 2 7/8" 80 -0' (UB U9) NUMBER OF " DE MI NUMBER OF COAX PACIFIC TELECOM SERVICES, SECTOR Z AZIMUTH RADCFNTER ANTENNAS VENDOR MODEL TILT TILT RET TIM COAX COAX 0 LENGTH DIPLEXID LLC LIE 700 130' 60' -0" 1 POWERWAVE P65- I 7-XLH-RR 0' 0' - - 2 FIBER 80' -0' NO GSM 850 0' YES NONE 2 7/8' 90' -0' NO NUMBER OF ELEC. MECH. NUMBER OF COAX 255' 60' -0" 2 KATHREIN 742 -264 0' SECTOR Z AZIMUTH RADCENTER ANTENNAS VENDOR MODEL TILT TILT RET TM COAX COX 0 LENGTH DIPIEXED GSM 1900 0' YES (2) NOKIA CS72993.08 2 7/8' 80' -0" NO 9. GSM 850 G YES NONE 2 7 /B' 80' -0" NO UMTS 1900 0' YES (2) LGP 21401 YES • GSM 1900 255' 60' -0" 2 KATHREIN 742 -264 0 , 0' YES (2) NOKIA CS72993.08 2 7/8' 80' -0" NO UMTS 850 255' 60' -0" 1 KATHREIN 742 -264 7 Cr YES NONE - 2 7/8" BO' -0' (U8 U9) UMTS 1900 255' 60' -0" 1 KATHREIN 742 -264 0' 0' YES (2) LOP 21401 2 7/8' 80' -0" YES UMTS 850 2' YES NONE (U8 U9) G4 LTE 700 240' 60' -0" 1 POWERWAVE P65 -17- XLH -RR 0' 0' _ - - 2 FIBER 80' -0" _ NO ~ RICHARD B. HAL // 4-- NOTES: 0"j • CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF REDS. / cp SE , WA , . 5008 C) 4 O F O *ti EXISTING AT &T GSM PANEL EXPIRATION DATE OF THE ANTENNA TO REMAIN ;x 2 LICENSE: 06/30/12 . J� U •8 i EXISTING AT &T UMTS = PANEL ANTENNA TO o » RI]AAIN c EXISTING AT &T GSM PANEL S �) u b = ' J ANTENNA TO REMAIN C.! t' �' - .POSED AT &T AWS RRM � UNIT MOUNTED TO EX6RNG MOUNTING ATTACHMENT I EXISTING AT &T UMTS PANEL , � POSED AT &T LTE r' ANTENNA 7D REMAIN N U • PANEL ANTENNA A EXISTING AT &T GSM PANEL �. _.■ � ` 1 EXISTING AT &T GSM PANEL � '�• W = r(?) ANTENNA TO REMAIN ■ ANTENNA TO REMAIN ` i • ` • / RRH QUAILED TO • / • d O SAC & M f�H ` ATTAAalMENOUNTING `� 3 A N i PROPOSED AT &T 700MHz RRH � ..F x6TING AT &T CSM PANEL uT UNIT MOUNTED TO EXISTING / ANTENNA TO REMAIN ANTENNA TO TREYAINPANEL N MOUNTING ATTACHMENT / � 1' • •• 1 , ./ E EXISTING AT &T UMTS PANEL • ■ iii, ® ® ._, ANTENNA TO REMAIN ` • J )1 ® ,� EXISTING AT &T UMTS PANEL � ® I• ` / ANTENNA TO REMAIN I / ' 0 * p\ ® EctDR s I ® / � l ����a�n I ,/ ,�y r. �I(� PROPOSED AT &T (1) 25 t11MUTM ` • O• I D ___.� A''''' �/� RAYCAP SQUID MOUNTED 1\ ' ` /0) PROPOSED AT&T LTE I \® \ '0�- ,��,. MONOPOLE \ - et ,®/ PANEL ANTENNA u ,. \� \ ' . Q • �\ �• • ■ O ® O • I EXISTING AT &T GSM PANEL ANTENNA TO MANN PROPOSED AT &T AWS RRH EXISTING AT &T CSM PANEL REVISIONS UNIT MOUNTED TO EXISTING ANTENNA TO REMAIN �:' ". No. DATE DESCRIPTION I11RUL r 02/25/11 CSUED FOR PCD REVIEW SF MOUNTING ATTACHMENT ' •� I • ) WWI t WAD FOR nw t FIFIUCTOt NA PROPOSED AT &T 700MHZ RRH EXISTING AT &T UMTS PANEL � ` / , \_ o ` / ANTENNA TO REMAIN UNIT MOUNTED TO EXISTING EXISTING AT &T GSM PANEL • MOUNTING ATTACHMENT POS AT &T AWS RRH ANTENNA TO REMAIN , 0•_A• UNIT MOUNTED TO E70SIiNG . ■ Zi • •� y , MOUNTING ATTACHMENT EXISTING AT &T GSM PANEL , ,`r� 'Sy�'O ANTENNA TO REMAIN I X )'• • 4G EXISTING AT &T UMTS PANEL ANTENNA TO 1-. X, )'• • 1- w f REMAIN G � • \, • O / ANTENNA TO REMAIN NOT FOR CONSTRUCTION UNLESS A . _•� "1 'v /, • I AN � � �, EXISTING AT &T GSM PANEL LABELED AS CONSTRUCTION SET PROPOSED AT &T LTE SHEET TITLE PANEL ANTENNA ANTENNA CONFIGURATIONS EXISTING AT &T GSM PANEL ANTENNA TO REMAIN SHEET NUMBER 24 "x36" SCALE. 1/2' = 1' -0" PROPOSED ANTENNA CONFIGURATION 12 24'x36" SCALE• 1/2' = 1' -0' EXISTING ANTENNA CONFIGURATION I 11'x17" SCALE. 1 /4' a 1' -0" 2 1 0 2' 11 "x17" SCALE. 1/4" = 1' -0" 2 1 0 2' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED 1 at &t � Your world. Delivered. MECHANICAL L DOWNTILT 6.0 MANUFACTURER: POWERWAVE 12.0 BRACKET MODEL P65-17-X1.14-RR R WEIGHT: 700 LBS �_� DIMENSIONS: 96.0" X 12.0' X 60' 111111 I• II �II I� FREQUNCY REFR TO RF DATA SHE�I il' ii j ��i ■ ■ fi VC, I z o PACIFIC TELECOM SERVICES, 700MHz & AWS RADIOS II DC6- 48- 60 -18 -BF 0 B � LLc SURGE PROTECTOR .o le I ME (2) DC POWR RUN 12.0 0 0 (1) FIBER RUN I RF CONNECTOR, TYP o ' o ' ,y am n • RICHARD B. HAL �Air1 .�I .1n. w � — R 4 EMOTE ELECTRICAL 4�F DOWNTILT ACTUATOR, TYP BOTTOM � 4 I�j — /— N SE , WA p ,. ' " l 'y� 5008 ACS DC POWER BUS DC6- 48 -60 -RM I I I p OF °4' / RF CONNECTOR, TYP REMOTE ELECTRICAL ©_ EXPIRATION DATE OF THE I RACK MOUNTED I ' DOWNTILT ACTUATOR. TYP I—I LICENSE: 06/30/12 SURGE PROTECTION BTS I FRONT SIDE r 1 I � I I --N I • I H FIBER /DC SCHEMATIC POWERWAVE ANTENNA SPECIFICATIONS w 24':36' SCALE: NOT TO SCALE 6 24'x36' SCALE: 3/4' =1 - 5 N 1I - x1 7 - SCALE NOT TO SCALE 11•x17" SCALE. 3/B' -1 -0' = r L) C O MONOPOLE 0_ _ c E O NOTE 1 7/8 PIPE INCLUDED IN C-, N &C MOUNT RRH UNITS PER MOUNTING KR (81841) V3 Z MANUFACTURES SPECIFICATIONS M ONOPOLE N -' � RAYCAP - SQUID" DC D . SURGE PROTEC NOT USED 7 STANDOFF SS BANDING \ / STA NDOFF SS BANDIN , 24 " x36 " SCALE. NOT TO SCALE / lor - \v //I 11 SCALE NOT TO SCALE_ r \ ----- �� i 1 7/8 PIPE INCLUDED r �� 4 '' 14 _ Y� • M IN MOUNTING KIT (AB184 L,.�. AT &T GPS ANTENNA i ItiT+ ~�L•[ 7.i 1.- I ® 'o , , \` " N\1,, RAYCAP - SQUID . DC 1F'—^ z � � \ i I_ , •\ ,'— SURGE PROTECTOR 7/B" 00 PIPE n SOLAR ill O ® a 0 I r? SHIELD PLAN •'°' 1D•6 / r ^/ °e°e °° 1 ' ELEVATION RAYCAP SQUID MOUNTING . .,� -__ ' tt4..'t l 24'x36' SCALE: 1 " =1• -0' ❑❑ I) VI : iii "'10 ee e ,A r a 11 SCALE 1/2 " =1' -0' �U I I /-=------1/ e 11 0• I ° e %� ° _ ‘,..1 �����I��� REVISIONS _ �:( i • : rF /� NO DATE DESCRIPTION INITIAL SITE PRO 1 PIPE TO NA �(((l 1 r'� ��� PIPE CLAMP SET ..,r � �.." . ° i r, ( -, �� , _ `_ __, . ` ` y RAYCAP "SQUID DC A 02/6/11 ISSUED FOR PCO REVIEW BF —N RRH MOUNTING �� - � � SURGE PROTECTOR 0 03/30 /II 65VID FOR ROL comstr mon ,IN 'I -1 —'I— � (PARTS ACP08K) , `� - BRACKETS , • • C 1 ■ �� • v 44!!!!!:: ` ∎� NOTE TO BE • • 1r� —•1 0 0 1; LEI INSTALLED WITHIN 6 �_ ^� N . . M OUNTING PIPE C =� FEET OF RADIO UNIT C. ',,1'..,, �� � . / ∎� f .i ^ - MANUFACTURER ALGITEL- LUCENT MODEL 9442 RRH 700MHz_15 5 (Lower r B I : .U ;U.ry i.c` � z_owean j ��� r I�II lll' M�� MANUFACTURER RAYCAP HEIGHT: 21' + + 1 1=.=1 MODEL. DC6- 48- 60 -18 -BF 'SQUID" ° WIDTH: 12 Y ,p ,IF I I lou3i141:7, �, , DEPTH 10 8' %,Mjn El, MANUFACTURER: ALCATEL- LUCENT NOT ELED AS FOR CO NSTRUCTION UNLESS kEEEEEEEE; I - WEIGHT. 51 LBS MODEL 9442 RRH AWS ILAB TION SET NOTES, I { HEIGHT 244' "" 1 LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF 1 FRONT WIDTH 10.8' ' SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES I 7 ■ WEIGHT LBS EXCEEDING 25% OF THE SURFACE AREA OF A SHEET TITLE HEMISPHERE AROUND THE GPS ANTENNA. 43 - = RF DETAILS MOUNTING 2 ALL GPS ANTENNA LOCATIONS MUST RF ABLE TO BRACKET BY RECEIVE CLEAR SIGNALS FROM A MINIMUM OF MANUFACTURER FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS 18 D" SHEET NUMBER BEFORE FINAL LOCATION OF GPS ANTENNA NOTE* MOUNT MOUNT RRH UNITS PER GPS MOUNTING DETAIL MANUFACTURES SPECIFICATIONS RRH 700MHZ DETAIL R_F_2 ^ DETAIL pro g." SCALE 1 " =1-0: 24'x36" SCALE 1 1/2' =1; -0; 3 RRH AWS DETAIL 24'x36" SCALE: 1 1/2; =1 -0" 2 RAYCAP S QUID DET 24'x36' SCALE 1 1/2=1 - 0 I/7 11 x17 SCA! F; 1/7 -0 11 "x17 SITAI F. 3/4'7.1 -O 11 SCAI F. 1/4 7.1 -O 11 SCAI F. 3/4 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. • I GROUNDING KEYED NOTES: O CAD WELD (TYP) SEE DETAIL 2/E -2. 4110. at &t EXISTING D U BS R AR AT TOP TOWER 0 WITH TI COAX ANTENNA GROUND KIT GROUN SEE DETAI 9/ -2 FOR GROU ND BAR CONSTRUCTION, SEE DETAIL 7/E -2 FOR GROUND WIRE Your world. Delivered. CONNECTIONS. AND SEE DETAIL 6/E -2 FOR COAX GROUNDING. EXISTING TOWER GROUND BUS BAR AT BASE OF TOWER SEE O DETAIL 9/E -2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7/E -2 FOR GROUND WIRE CONNECTIONS. AND SEE DETAIL 6 /E -2 FOR COAX GROUNDING /\ \ ® /6 AWG ANTENNA MOUNT GROUND TO ANTENNA GROUND BUS BAR (TYP OF 3) SEE DETAIL 5/E -2 / O E XISTING GROUND FROM ANTENNA GROUND BUS BAR TO TOWER GROUND BUS BAR (TYP OF (2) PLACES). SEE DETAIL 7/E -2. © LLC 6 AWG AWS RRH UNIT GROUND TO ANTENNA GROUND BUS BAR PACIFIC TELECOM SERVICES. t6 OF 3) SEE DETAIL 5/E -2. O j a6 P AWG OF 73) 00 S EE RRH DETAIL 5 UNIT GRO/E UND -2. TO ANTENNA GROUND BUS BAR (TY \ O 6 AWG OF R 3) SEE DET AYCAP SQU L GROUND 5 /E -2. TO ANTENNA GROUND BUS BAR TP 9 /6 AWG LT EOUIPMENT CABINET TO TIE INTO EXISTING SYSTEM /��j, f � ` , o O G ROUND RING. �r JJ ,\\ 1 0 R AWG CPS GROUND TO TIE INTO EXISTING SYSTEM GROUND ~ RICHARD B. HA. \ �. ` i 11 O GENERAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND , \: PROVISIONS FOR (2) UN /2 AWG BARE TINNED GROUND LEADS F � 4/' NBC TO TOWER GROD RING - i - - j � l' 9 S 500 WA ( 0. \ 0 ) ''' , \ o ' EXPIRATION DATE OF THE ? �� � LICENSE: 06/30/12 • ` / ; \ ' H o'���' ?ice / \\ i n `I 'an III'::g / /� �4�� ��� ri\ U c1 •\ \` � \ �' �` // LL D„),..,,,,,, O ` \ / \ Q )) a = bpi __ P�o \� \� 0 \ ' • G N o .- M �� 1< \C " .. ) 1 O � , G j� GROUNDING NOTES & LEGEND ii.' 0 \O� , ■ A / ` '�` GENERAL GROUNDING NOTES H • � j! \ � \ , � t' ` \ ` :• �, --, 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS ACTUAL INSTALLATION ! © _ �� �� / AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. ` _,././ 2. GROUND ALL ANTENNA BASES. FRAMES, CABLE RUNS. AND OTHER - _ - / i O METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO • ' SURFACE MOUNTED BUS BARS FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENEN TS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING _ MFR'S PRACTICES f'"� ( r) 3. ALL GROUND CONNECTIONS SHALL BE CADWELD ALL WIRES SHALL BE / COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED •I._� �� WIRE ABOVE GROUND DATE _ REVISI INITIAL CONTRACTOR VERIFY A TEST GROUND T SOURCE GROUNDING A 02/73/11 ay /11 ISSUED FOR PCD REVIEW BF c `�. , AND ELOTHER OP ER EP RESE TESTING WILL BE WITNESSED BY ATAcT NDING R ESS . EP RESENTATIVE o 0.3/B3/11 1 MD TDR INN. DX6lmlcltx AM 1 � — . • 5 . REFER TO DIVISION 16 GENERAL ELECTRIC, GENERAL ELECTRICAL PR O VI SIO N ANLLC. D COR MPLY WITH ALL REQUIREMENTS OF GROU STANDARDS 6 ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY • AUTHORIZED AT&T MOBIUTY REPRESENTATIVE. PRIOR TO INSTALLATION • OF GROUNDING TO SYSTEM PHOTO ND DOCUMENT ALL CADWELDS AND GROUND RING 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES NOT FOR CONSTRUCTION UNLESS ♦'• a INSTALUNG GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS LABELED AS CONSTRUCTION SET ( / v / w 1 � ° �� 1 w GROUNDING ROD NOTES SYMBOL DESCRIPTION SYMBOL DESCRIPTION (WHERE APPUCABLE) SHEET TITLE ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING SCHEMATIC GROUNDING PLAN ® COPPER GROUND ROD TEST WELL ONCE THE GROUND SYSTEM HAS BEEN INSTALLED: A QUALIFIED INDMDUAL, UTILIZING THE FALL OF POTENTIAL METHOD. SHOULD PERFORM THE TEST THE REPORT WILL SHOW THE LOCATION OF THE • CADWELD CONNECTION GROUND BAR TEST AND CONTAIN NO LESS THAN 9 TEST POINTS ALONG THE TESTING UNE. GRAPHED OUT TO SHOW THE PLATEAU. SHEET NUMBER O SIDE SPLICE CADWELD 2 POINT GROUND TEST OR 3 POINT 62% TESTS WILL NOT BE F- ACCEPTED AS ALTERNATIVES TO THE AFORE MENTIONED GROUND TESTS. TEST SHALL BE PERFORMED WHILE THE COUNTERPOISE IS ISOLATED 24'436" SCALE: 3/4" 1' -0' ` " 11x17 SCALE 3/B" •= 1' -0" 1 6 0 1' SCHEMATIC GROUNDING PLAN I 1 v /!PA FIELD VERIFY & TIE INTO EXISTING GROUNDING SThILM FROM THE A/C SYSTEM GRIDS AND EXISTING COMMUNICATIONS FACIUTY THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED at &t Your world. Delivered. I PACIFIC TELECOM SERVICES, • LL.0 • NOT USED , USED NOT USED - 77 7 NOT USED �`�` �C� E 24 x17 %36 - ' SCALE: N OT TO SCA � 11'«17' SCALE: NOT TO TO SCALE �� 1 1 'x 17 ' C L NOT TO SCALE I J SCALE 1'x17' SCAL N OT TO SCA �� �� �� RICHARD B. NOT TO NEW COAXIAL GROUND KITS W/ LONG BARREL • NOTE: COAT ALL MECHANICAL CONNECTIONS COMPRESSION DOUBLE LUGS, ATTACH TO �'�, 4--- 4 WITH 'N00%' OR APPROVED EQUAL GROUND BAR & INSTALL BY ANTENNA j CONTRACTOR (CADWELD TYPE -CL) a�� O NEW 4'x 24'x 1/4' thk COPPER GROUND O N ,11 S 5 �~ BAR. INSTALLED BY GENERAL CONTRACTOR 7 `9 ?� OF n4� 00000C00000000000 °°°00.c_1000000000°°° p EXPIRATION DATE THE ° LICENSE: 06/30/1/1 2 O O O O O O 0 0 0 0 0 0 IoI u 24 O FIELD VERIFY / H #2 SOLID BARE TINNED COPPER NOT USED NOT USED WIRE CADWELD (TYPE -GL) GROUND BAR� 24'x36' SCALE. NOT TO SCALE II 24'36' SCALE. NOT TO SCALE 1� 24'x36' SCALE NOT TO SCALEI ' 3 N 11'x17' SCALE. NOT TO SCALE 11 _ x17 _ SCALE: NOT TO SCALE r 11 "x17' SCALE. NOT TO SCALE = N B6 AWG FROM ANTENNA TO ANTENNAS U CABLE GROUND KIT . iy (iYPIGNLYI Li ANTENNA CABLE 12' TO 24 0 N Q O f r COPPER GROUND .o ..o ...v .o .a o - a 120 R %2 Y T %1 /R %1 WEATHERPROOFING Q BAR ON WALL. ICE == - . O BRIDGE. FLOOR OR % K IT (TYP) _ J {� 0 ON ANTENNA TOWER COAX JUMPER • % I A•) Z WEATHERPROOFING KIT ' ! . ! . GROUND KIT (TYP ) N II _.' (SEE NOTE 3) ) w w IN 0W00 ^ OW � • • #6 AWG Q Q Q Q CABLE GROUND KIT CONNECTOR O 000 WEATHERPROOFING O O O O O O O O O O GR AWG STRANDE COPPER KIT (TYP ) SEE NOTE 2 iIn i.1 V GROUND WIRE (GROUNDED TO PI A11 ISOLATE FROM TOWER HALO GROUND BAR). SEE NOTE 1 & 2 w/ #2 TO LOWER TOWER BUS Icy BA ,_ y CABLE CONNECTOR • , *TWO HOLE LUG. OR ANTENNA CABLE I COPPER ANTENNA GROUND EXOTHERMIC WELD TO BE ' NOTES; TO BTS EQUIPMENT (TYP) BAR, WITH INSULATORS. 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE USED WITH #2 AWG BCW TO I BONDED DIRECTLY TO TOP OF BUILDING SERVICE GROUND GROUND CONDUCTOR SHALL DOWN TO GROUND BAR. MONOPOLE OR UTILITY POLE OR GROUND RING BE ELIMINATED WHEN TO GROUND RING GROUND BAR IS 2 GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED NOTES, ELECTRICALLY BONDED TO BY CABLE MANUFACTURER DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE =EL METAL TOWER /MONOPOLE DOWN TO ANTENNA GROUND BAR GROUND BARS AT BOTTOM OF TOWERS /MONOPOLES STRUCTURE 3. WEATHER PROOFING SHALL BE TWO -PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. SHALL ONLY USE EXOTHERMIC WELDS. WEATHER PROOFING SHALL BE TWO -PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. NOT USED, GROUND WIRE INSTALLATION CABLE GROUND KIT CONNECTION GROUND CABLE CONNECTION 24'.36' SCALE NOT TO SCA 24%36' ' x' SCALE. NOT TO SC 24'.36- 1'x17' SCALE. NOT TO SCALE 24"x36" 'x' SCALE NOT TO SCA 1 1'x 1 7 ' SCALE. NOT TO SCALE REVISIONS NO DATE DESCRIPTION INITIAL • A Ot/TT /11 ISSUED FOR PCO RENEW B \.. 0 03/30/11 69-® FOR AWL CO411O1C11011 AM 1 11 4 1 14 1f • 441, fl TA TYPE VN TYPE NQ TYPE 5S • I r •� flit. NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET TYPE VV 1 2i2E VS TYPE VB TYPF PT �� % SHEET TITLE A� ♦1 K ` \'�� GROUNDING DETAILS ai . • , ja f GT TYPF GY TWE GR TYPF GL SHEET NUMBER NOT USED A NOT USE CADWELD GROUNDING CONNECTIONS[ NOT USED E -2 24'x36' SCALE: NOT TO SCALE (II 24'x36' SCALE. NOT TO SCALE 24 - x36' SCALE NOT TO SCALE L 24'x36' SCALE. NOT TO SCALE I 11'x17" SCA1 F. NOT TO SCAIFI _ 11'x17' SCALE. NOT TO SCALE 11 "x17' SCJ F. NOT TO SCAIF 11'x17' SCAIF NOT TO SCAIF THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED