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Plans • s. -dobart signal wwrw.gsigrral.com Meeting needs. Exceeding expectations. 3020886 503339 -A Structural Analysis Report O CT 14 2005 Crry OF T Existing 100' Tapered Monopole eert�oi�o a AF Located in Washington County (Tigard), OR i For CingulLr Wireless fr g 0 (3020886) Prepared by: `; s`r r / BCI Wireless LLC %' . Martin Piercey, P.E. O J :' � � o 4.1 ; Ce � C ' o r te •' / Reviewed by: � • •.rte !1 / Oc `� O o • Global Signal Services LLC 4'1 °�� Michael T. De Boer, P.E. Senior Engineer p, 0 DEFERRED Fire Sprinkler Fire Alarm • Mechanical September 22, 2005 Plumbing -' 0 Truss Engineering • Shop Drawings --- Other --- Corporate Office 301 North Cattlemen Road Sarasota, FL 34232 T 941364.8886 F 941.364.8761 OFFICE COPY Structural Analysis Report Existing 100' Tapered Monopole For Cingular Wireless Table of Contents INTRODUCTION 3 ANTENNA LOADING INFORMATION 3 RESULTS 4 CONCLUSION .4 EXISTING MONOPOLE PROFILE .5 CALCULATIONS Attached 2 Global Signal Services LLC 3020886 September 22, 2005 INTRODUCTION The objective of this analysis is to determine if the existing tower design is in conformance with the ANSI/TIA/EIA -222 -F 1996 standard requirements for the existing and proposed antenna loading. The existing tower is a 100' tapered monopole located in Washington County (Tigard), OR. The original monopole manufacturer is Newmark Infrastructure Solutions, Grand Prairie, TX. The analysis request was by Cingular Wireless. The monopole program used in the analysis was written by Guymast, Inc., and is one of the most widely accepted programs in the communications industry. The wind speed used for this analysis was 80 mph (fastest mile) and 69 mph with 1/2" solid radial ice. Our analysis shows that this pole has a wind rating of 100 mph (fastest mile) and 87 mph plus 1/2" radial ice when loaded. This exceeds the TIA/EIA -222 -F 1996 minimum basic wind speed requirements for Washington County of 80 mph and 69 mph plus ''A" radial ice. Therefore the pole has sufficient capacity to carry both the existing and proposed antenna loads at the TM/ETA -222 -F 1996 minimum recommended basic wind speed of 80 mph, no ice and at the Sprint specified design wind speed of 100 mph, no ice. The monopole, for the purpose of this analysis, is considered to be in good condition with no defects. Section sizes used in the analysis were obtained from monopole drawings provided 15y Newmark Infastructure Solutions. and from an earlier structural analysis report prepared by Paul J Ford and Company. The monopole sections are 65 ksi steel. ANTENNA LOADING INFORMATION EXISTING ANTENNA LOADING • (12) Scala AP17- 1900/0900 panels at 100' with (12) 1 -5/8" lines [Sprint] Mounted to a low profile platform • (9) Swedcom SP 9014 DIN panels at 90' with (9) 1 -5/8" lines Mounted to a T -Arm • (2) 4ft ALP panels at 75' with [AT &T] — to be removed and replaced Flush Mounted. PROPOSED ANTENNAS • (2) Kathrein 742265 panels at 75' with (4) 7/8" lines Flush Mounted with Pipe Clamp • (2) Kathrein 800 -10121 at 75' with (4) 7/8" lines Note: All existing transmission lines are considered to be installed inside the monopole. All proposed transmission lines are considered to be installed outside the monopole. 3 Global Signal Services LLC 3020886 September 22, 2005 RESULTS The existing 100' tapered monopole located in Washington County (Tigard), OR was analyzed with an 80 mph wind speed (fastest mile) and a 69 mph wind speed with 1/2" solid radial ice per the EIA -222 -F 1996 standard. The monopole was found to be structurally acceptable with the proposed antenna loading. The monopole foundation was also reviewed and was found to be structurally acceptable with the proposed antenna loading. The allowable stresses have been increased by 1/3 for wind loading conditions. CONCLUSION The existing 100' tapered monopole located in Washington County (Tigard), OR was analyzed with an 80 mph wind speed (fastest mile) and a 69 mph wind speed with 1/2" solid radial ice per the EIA -222 -F 1996 standard. No modifications are required with the proposed antenna loading. If any other changes are proposed, another structural analysis should be performed to assure the monopole is in compliance with the current codes and standards. Should any further questions arise, please contact the Global Signal Services LLC Engineering Department at 941 - 364 -8886. ' a Global Signal Services LLC F .. • Michael T. De Boer, P.E. Senior Engineer 4 i r. . :a rn . : .._ r .... ... _._._..._.. - . -._.. ._ N EVE //��A I� � PAUL J. FORD AND COMPAN ` INFRASTRUCTURESOLUTIONS M5TRUCTURAL ENGINEEF 2080 Hwy 360, Ste 300, Grand Prairie, TX 75050 250 East Broad Street, Suite 500, Columbus, Ohio 43: • • (800) 726.2726 Fax: (972) 660 -1066 www,newmark.com (614) 221.6679 Fax: (614) 221 .0166 www,PIFrreb.c IIF EXISTING CONOfTIONS ARE NOT AS REPRESENTED ON THESE J 08 DATA KETCHES, PJF SHOULD BE CONTACTED IMMEDIATELY TO - age I of 1 Job No. 099 - c- EVALUATE THE STRUCTURAL INTEGRITY OF THE POLE. By RWH Design No: NEWMARK N0. 99 -54 Dale 06 -02 -195. 20.000" ACROSS FIATS Chk"d By RWH Rev. No. Rev_ Dote • Pole 100 POLE Site 047C: TIGARD - ;URN AM; I • - 0, OREGON 100'_0" A ll 41--ig-0 OR SPRINT Refne , No. NAAP IN CD JO I3 NUMBER 96 -196 -2 Design MIN MUM REQUIRED WIN. VELOCI = ;' MPH -9 M- 1/2" RADIAL ICE - ACCORDING TO TIA /EIA -222 -F 1996 L O A D A S E S =-- 0 - n .fl CASE 1 100 MPH WITH NO ICE DESIGN WIN REDUCED WIND I) CASE 2 87 MPH WITH 1/2' RADIAL ICE ND WITH IC CASE 3 50 MPH WITH NO ICE OPERATIONAL WIN TOLE SPECIF ICATIONS Pole Shope Type: 12 -SIDED POLYGON It 1/4" X 39.75' (fy ■65) Taper: 0.157360 IN /FT Shaft Steel: AS M 72 GRAD 65 - t ose • _ teel: - A572 G - b 50 50 KSI _ 75'-0" , #113J ASTM A615 GRADE 75 , Anchor - Bolts: 2 1/4_0 x 10' -0 LONG PROPOSED A7d'f ANTENNA LIST CO- LOCA11ON - No, Elev. Description 1 -12 TOP (12) SCA1A AP I7 FJ00 /0900 AMC LL ANEL - TOP 12 -FT LOW PROFILE PLATFORM 13 -21 90.00 (9) SWEDCOM SP 9014 -01N ▪ 90.00 11 -FT STRAIGHT T -ARM MOUNT SPLICE DESIGN L 46.00' PROPOSED 22 75.00 (1) 4' DIM. STD. DISH (6 GHz) PROPOSED 2.3 75.00 (1) EMS RS65- 13- XXXX -2 PANEL AP "Orbs f PROPOSED 24 75.00 FACE EMS MOUNT . 990- 12- XXXX-2 PANEL ��S d go 4 % STEP BOLTS FULL HEIGHT CROY 9' -6' ABM BASE 'P co ANTENNA FEED UNES RUN INSIDE OF POLE. #18439PE a • OA[601 4 e O lO ,q 4. R 5/16' X 38.08' (Fy.65) ' 4 8 4 . P % ...„ dip „ � ,._...„ ..._ a i -? 100 MPH WIND ' 50 MPH WIND Lateral Rotation Lateral Rotation Elevotion Deflection (sway) Deflection (sway) 7 10' -5' „ - (Inches) (degrees) (Inches) (degrees) LENGTH TOP 63.3 4.972 15.8 1.243 DESIGN -. 53-00" 75.0' 38.0 4.469 9.5 1.1 17 NMET ', MONOPOLE MEETS MAXIMUM TWIST AND SWAY REQUIREMENTS OF 2.30' FOR A 4.0'1 oe (6.0 G1tz) AT ELEV. 75.0' WAN A 50 MPH WINO. y SHAFT SECTION DATA R 3/8" X 30.42' (Fy=65) Shaft Section Plate Lap Diameter Across Flats � � Length Thickness Splice (inches) Section (feet) (in.) (in.) ® lop O Bottom 1 39.75 0.2500 20.000 26.255 g 2 38108 0.3125 46 25.152 31.145 3 30.42 0.3750 53.00 29.825 34.611 0' - P ,. NOTE: DIMENSIONS SHOWN DO NOT INCLUDE GALVANIZING TOLERANCE T/FTW ,r # UNFACTORED BASE REACTION5. BASE i 2 I/4" X 47.000" ROUND MOMENT = 1420 Et-kips WOO) 2.25'0 ANCHOR 801.15 ON 41.200" B.C. SHEAR = 21 kips AXIAL a 13 kips • 34 ACROSS FIATS a Global Pole Analysis - 3020886 Weisman Consultants Inc. Page 4 of 13 INPUT SHEET 10/5/2005 STANDARD EIA - 222F IMPERIAL UNITS Analysis Parameters Possible Number of Sides INPUT INFORMATION Basic Wind Speed (mph) 80.00 0 - Round Cf = 0.59 Face Widths (in) Project Name Tigard Radial Ice (in) 0.50 8 - 8 Sided Cf = 1.20 Top 20.000 Job Number 3020886 Height (ft) 100.00 12 - 12 Sided Cf =1.03 Bottom 34.611 BC! Number 503339 -A Number of Sides 12 • 16 - 16 Sided Cf = 0.72 Client Global Signal Yield Strength (ksi) 65.00 18 - 18 Sided Cf = 0.65 Engineer MLP Allowable Stress factor 1.33 County Washington OR - EIA 80mph Operational Wind (mph) 50.00 Individual Appurtenances Table Elev Area Appurt. Weight Appurt. Description Pole Section Top Elev. Bott. Elev. Top O.D. Bott. O.D. Thickness Dist. Area Appurtenance C Rad. / t Bare Iced Bare Iced Bare Iced (ft) (ft) (in.)_ (in.) (in /in) (in.) (ft /ft) (ft (ft) (ft (ft (kip) (kip) Cf TOP »»»»» » » » » » » » » » » »» » » » » » » » » » » » » » » » » » »» 100.00 25.00 32.00 1.800 2.500 LP Platform 1.00 A 100.00 91.50 20.00 21.24 1/4 0.094 0.277 100.00 30.55 36.18 0.600 1.200 (12) AP17- 1900/0900 0.67 A 91.50 82.50 21.24 22.56 1/4 0.094 0.277 90.00 15.00 32.00 1.200 1.500 T -Arm 1.00 A 82.50 81.25 22.56 22.74 1/4 0.094 0.277 90.00 16.88 20.50 0.450 0.900 (9) SP 9014 0.67 A 81.25 73.50 22.74 23.87 1/4 0.35 0.58 Proposed 75.00 5.00 7.00 0.500 0.700 Flush Mount 1.00 A 73.50 64.50 23.87 25.19 1/4 0.35 0.58 75.00 12.00 13.60 0.100 0.200 (2) Kathrein 76.3" 1.00 B 64.50 55.50 25.19 26.50 5/16 0.35 0.58 75.00 5.00 7.00 0.500 0.700 Flush Mount 1.00 B 55.50 46.50 26.50 27.82 5/16 0.35 0.58 75.00 8.00 9.20 0.100 0.200 (2) Kathrein 51" 1.00 B 46.50 37.50 27.82 29.13 5/16 0.35 0.58 75.00 8.00 9.60 0.200 0.400 MHA LGP21401 1.00 B 37.50 30.42 29.13 30.17 5/16 0.35 0.58 C 30.42 28.50 30.17 30.45 3/8 0.35 0.58 C 28.50 19.50 30.45 31.76 3/8 0.35 0.58 C 19.50 10.50 31.76 33.08 3/8 0.35 0.58 C 10.50 1.50 33.08 34.39 3/8 0.35 0.58 C 1.50 0.00 34.39 34.61 3/8 0.35 0.58 Global Pole Analysis - 3020886 Weisman Consultants Page 5 of 13 SUMMARY 10/5/2005 STANDARD EIA -222F IMPERIAL UNITS ANALYSIS SUMMARY Basic Wind Speed (mph) 80.00 Possible Number of Sides Radial Ice (in) 0.50 0 - Round Project Name Tigard Height (ft) 100.00 8 - 8 Sided Job Number 3020886 Number of Sides 12 12 - 12 Sided Title Global Signal Yield Strength (ksi) 65.00 16 - 16 Sided Designer MLP Allowable Stress factor 1.33 18 - 18 Sided Operational Wind (mph), 50.00 POLE STRESSES AND DEFLECTIONS INDIVIDUAL APPURTENANCES ROTATION Pole Section Top Elev. Bott. Elev. Bare Iced Elev. Description Tilt Tilt Working Stress on,Bot. Operational t?a,Top Working Stress ABot. Operational (Top Bare Iced Dead Load Shear Moment Stress Tilt Defl. Dead Load Shear Moment Stress Tilt Defl. (ft) (deg) (deg) (f() (ft) (kip) (kip) (kip ft) Ratio (deg) (ft) (kip) (kip) (kip ft) Ratio (deg) (ft) 100.00 LP Platform 2.695 2.540 1 00.00 (12) AP17- 1900/090( 2.695 2.540 TOP » » » » » » » »> 0.00 0.00 0.0 0.00 0.00 0.00 0.0 0.00 ( ) A 100.00 91.50 2.87 2.71 21.1 0.06 1.05 1.11 4.29 2.46 19.5 0.06 0.99 1.05 90.00 T -Arm 2.651 2.499 A 91.50 82.50 5.06 4.53 58.8 0.14 1.04 0.96 7.34 4.46 57.3 0.14 0.98 0.90 90.00 (9) SP 9014 2.651 2.499 A 82.50 81.25 5.13 4.62 64.8 0.16 1.00 0.80 7.44 4.54 63.3 0.16 0.95 0.75 75.00 Flush Mount 2.437 2.295 A 81.25 73.50 7.02 6.60 107.2 0.23 1.00 0.78 10.24 6.31 105.2 0.23 0.94 0.73 75.00 (2) Kathrein 76.3" 2.437 2.295 A 73.50 64.50 7.62 7.36 172.7 0.33 0.94 0.64 10.98 6.95 168.5 0.33 0.89 0.60 75.00 Flush Mount 2.437 2.295 B 64.50 55.50 8.40 8.12 244.9 0.34 0.85 0.50 11.92 7.60 237.5 0.33 0.80 0.47 75.00 (2) Kathrein 51" 2.437 2.295 B 55.50 46.50 9.23 8.88 323.9 0.41 0.76 0.38 12.90 8.24 312.0 0.40 0.71 0.35 75.00 MHA LGP21401 2.437 2.295 B 46.50 37.50 10.10 9.63 409.5 0.47 0.65 0.27 13.93 8.86 391.9 0.45 0.61 0.25 B 37.50 30.42 10.81 10.20 481.3 0.51 0.52 0.17 14.77 9.34 458.4 0.49 0.49 0.16 C 30.42 28.50 11.04 10.36 501.4 0.44 0.42 0.11 15.04 9.47 476.9 0.42 0.39 0.11 C 28.50 19.50 12.18 11.12 599.7 0.48 0.40 0.10 16.36 10.10 566.9 0.46 0.37 0.09 C 19.50 10.50 13.36 11.90 704.3 0.52 0.28 0.05 17.72 10.75 662.1 0.49 0.26 0.04 C 10.50 1.50 14.59 12.71 815.6 0.56 0.15 0.01 19.15 11.41 762.4 0.53 0.14 0.01 C 1.50 0.00 14.80 12.85 834.8 0.56 0.02 0.00 19.39 11.53 779.6 0.53 0.02 0.00 Global Pole Analysis - 3020886 10/5/2005 Page 6 of 13 CAPACITIES CALCULATION OF SECTION PROPERTIES AND CAPACITIES Project Name Tigard Job Number 3020886 Title Global Signal Designer MLP Pole Section Top Elev. Bott. Elev. Thickness Bend Radius r Ratio r Ratio w TOP ELEVATION BOTTOM ELEVATION Bare Iced O. D. Mean Width Area Inertia O. D. Mean Width Area Inertia S (FY)"` wit Allowable FB (ft) (ft) (in) (in) (in) (in) (in) (in (in (in) , (in) (in (in (in (ksi) TOP »»» »» »» »»»» » » »»» »»> A 100.00 91.50 1/4 0.000 0.024 0.069 5.39 20.00 19.75 15.87 791.6 21.24 20.99 16.87 950.5 86.4 173.9 52. A 91.50 82.50 1/4 0.000 0.023 0.066 5.74 21.24 20.99 16.87 950.5 22.56 22.31 17.93 1140.5 97.7 184.9 52. A 82.50 81.25 1/4 0.000 0.022 0.063 5.94 22.56 22.31 17.93 1140.5 22.74 22.49 18.08 1168.8 99.3 191.4 52. A 81.25 73.50 1/4 0.000 0.021 0.062 6.11 22.74 22.49 18.08 1168.8 23.87 23.62 18.99 1354.3 109.6 197.1 52. A 73.50 64.50 1/4 0.000 0.020 0.059 6.44 23.87 23.62 18.99 1354.3 25.19 24.94 20.04 1593.3 122.2 207.7 52. B 64.50 55.50 5/16 0.000 0.024 0.061 6.76 25.19 24.87 24.99 1976.7 26.50 26.19 26.31 2307.1 168.2 174.4 52. B 55.50 46.50 5/16 0.000 0.023 0.058 7.11 26.50 26.19 26.31 2307.1 27.82 27.50 27.63 2672.4 185.6 183.5 52. B 46.50 37.50 5/16 0.000 0.022 0.055 7.46 27.82 27.5 27.63 2672.4 29.13 28.82 28.95 3074.3 203.9 192.6 52. B 37.50 30.42 5/16 0.000 0.021 0.053 7.78 29.13 28.82 28.95 3074.3 30.17 29.85 29.99 3417.4 218.8 200.7 52. C 30.42 28.50 3/8 0.000 0.025 0.056 7.92 30.17 29.79 35.92 4075.1 30.45 30.07 36.26 4191.4 265.9 170.3 52. C 28.50 19.50 3/8 0.000 0.024 0.055 8.13 30.45 30.07 36.26 4191.4 31.76 31.39 37.84 4765.6 289.9 174.9 52. C 19.50 10.50 3/8 0.000 0.023 0.052 8.49 31.76 31.39 37.84 4765.6 33.08 32.70 39.43 5390.0 314.8 182.5 52. C 10.50 1.50 3/8 0.000 0.022 0.050 8.84 33.08 32.7 39.43 5390.0 34.39 34.02 41.01 6066.7 340.8 190.1 52. C 1.50 0.00 3/8 0.000 0.022 0.049 9.05 34.39 34.02 41.01 6066.7 34.61 34.24 41.28 6184.7 345.2 194.5 52. • Global Pole Analysis - 3020886 10/5/2005 Page 7 of 13 BARE_WIND_FORCE BARE WIND LOAD FOR POLE + DIST. APPURTENANCES Project Name Tigard Job Number 3020886 Title Global Signal Designer MLP Pole Section Top Elev. Bott. Elev. Mid - section Section Avg. O.D. Dist. Area Total Wind r Ratio Kz q2 C Force Horz. Shear Moment Height Length Appurtenance Area Coeff. Force (ft) (ft) (ft) (ft) (in) (ft /ft) (ft (ft) (Ib /ft (mph ft) Cf (kip) (kip) (kip ft) TOP »»»»»»»»»»»»»»»»»»»» »»»»»»» »» » » » » » »» » »» »» » »» »»»» » »» 0.00 0.0 A 100.00 91.50 95.75 8.50 20.62 0.09 15.41 0.024 1.36 22.21 160 1.030 0.596 0.60 2.5 A 91.50 82.50 87.00 9.00 21.90 0.09 17.27 0.023 1.32 21.61 168 1.030 0.650 1.25 10.8 A 82.50 81.25 81.88 1.25 22.65 0.09 2.48 0.022 1.30 21.24 172 1.030 0.092 1.34 12.4 A 81.25 73.50 77.38 7.75 23.31 0.35 17.76 0.021 1.28 20.90 175 1.030 0.646 1.98 25.3 A 73.50 64.50 69.00 9.00 24.53 0.35 21.55 0.020 1.23 20.23 182 1.030 0.759 2.74 46.6 B 64.50 55.50 60.00 9.00 25.84 0.35 22.53 0.024 1.19 19.44 188 1.030 0.762 3.50 74.7 B 55.50 46.50 51.00 9.00 27.16 0.35 23.52 0.023 1.13 18.55 193 1.030 0.760 4.26 109.6 B 46.50 37.50 42.00 9.00 28.47 0.35 24.51 0.022 1.07 17.55 196 1.030 0.749 5.01 151.4 B 37.50 30.42 33.96 7.08 29.65 0.35 19.97 0.021 1.01 16.52 198 1.030 0.574 5.59 188.9 C 30.42 28.50 29.46 1.92 30.31 0.35 5.52 0.025 1.00 16.38 202 1.030 0.157 5.74 199.8 C 28.50 19.50 24.00 9.00 31.10 0.35 26.48 0.024 1.00 16.38 207 1.030 0.755 6.50 254.9 C 19.50 10.50 15.00 9.00 32.42 0.35 27.46 0.023 1.00 16.38 216 1.030 0.783 7.28 316.9 C 10.50 1.50 6.00 9.00 33.73 0.35 28.45 0.022 1.00 16.38 225 1.030 0.811 8.09 386.1 C 1.50 0.00 0.75 1.50 34.50 0.35 4.84 0.022 1.00 16.38 230 1.030 0.138 8.23 398.3 ORIGINAL . _ .. -' UNTOUCHED Global Pole Analysis - 3020886 10/5/2005 Page 8 of 13 ICED_WIND_FORCE ICED WIND LOAD FOR POLE + DIST. APPURTENANCES Project Name Tigard Job Number 3020886 Title Global Signal Designer MLP Pole Section Top Elev. Bott. Elev. Mid - section Section Avg. O.D. Dist. Area Total Wind r Ratio Kz qz C Force Horz. Shear Moment Height Length Appurtenance Area Coeff. Force (ft) (ft) (ft) (ft) (in) (ft /ft) (ft (ft) (Ib /ft (mph ft) Cf (kip) (kip) (kip ft) TOP »»»»»»»»»»»»»»»»»»»» » »» »» »»» »» » »» » »»»»» » » » » » » » » » »»» 0.00 0.0 A 100.00 91.50 95.75 8.50 21.62 0.28 17.67 0.069 1.36 22.21 168 1.030 0.512 0.51 2.2 A 91.50 82.50 87.00 9.00 22.90 0.28 19.67 0.066 1.32 21.61 175 1.030 0.555 1.07 9.3 A 82.50 81.25 81.88 1.25 23.65 0.28 2.81 0.063 1.30 21.24 180 1.030 0.078 1.15 10.7 A 81.25 73.50 77.38 7.75 24.31 0.58 20.19 0.062 1.28 20.90 183 1.030 0.551 1.70 21.7 A 73.50 64.50 69.00 9.00 25.53 0.58 24.37 0.059 1.23 20.23 189 1.030 0.643 2.34 39.8 B 64.50 55.50 60.00 9.00 26.84 0.58 25.35 0.061 1.19 19.44 195 1.030 0.643 2.98 63.8 B 55.50 46.50 51.00 9.00 28.16 0.58 26.34 0.058 1.13 18.55 200 1.030 0.638 3.62 93.5 B 46.50 37.50 42.00 9.00 29.47 0.58 27.33 0.055 1.07 17.55 203 1.030 0.626 4.25 128.9 B 37.50 30.42 33.96 7.08 30.65 0.58 22.19 0.053 1.01 16.52 205 1.030 0.479 4.73 160.7 C 30.42 28.50 29.46 1.92 31.31 0.58 6.12 0.056 1.00 16.38 209 1.030 0.131 4.86 169.9 C 28.50 19.50 24.00 9.00 32.10 0.58 29.30 0.055 1.00 16.38 214 1.030 0.627 5.48 216.4 C 19.50 10.50 15.00 9.00 33.42 0.58 30.28 0.052 1.00 16.38 223 1.030 0.648 6.13 268.7 C 10.50 1.50 6.00 9.00 34.73 0.58 31.27 0.050 1.00 16.38 232 1.030 0.669 6.80 326.9 C 1.50 0.00 0.75 1.50 35.50 0.58 5.31 0.049 1.00 16.38 237 1.030 0.114 6.91 337.2 . ORIGINAL UNTOUCHED Global Pole Analysis - 3020886 10/5/2005 Page 9 of 13 IND_APP_FORCE WIND LOAD FOR INDIVIDUAL APPURTENANCES Project Name Tigard Job Number 3020886 Title Global Signal Designer MLP Force Calculation Shear and Moment Elev Bare Iced Q C Horz. q C Horz. Pole Section Top Elev. Bott. Elev. Bare Iced Force Force Eq. Force Eq. Elev. Shear Moment Eq. Force Eq. Elev. Shear Moment (ft) (Ib /ft (ft (kip) (Ib /ft (ft (kip) (ft) (ft) (kip) (ft) (kip) (kip ft) (kip) (ft) (kip) (kip ft) 100.00 22.49 25.00 0.95 22.49 32.00 0.91 TOP » » » » » » » »> 0.00 0.0 0.00 0.0 100.00 22.49 30.55 1.16 22.49 36.18 1.03 A 100.00 91.50 2.111 100.00 2.11 17.9 1.944 100.00 1.94 16.5 90.00 21.82 15.00 0.55 21.82 32.00 0.89 A 91.50 82.50 1.176 90.00 3.29 45.8 1.452 90.00 3.40 44.9 90.00 21.82 16.88 0.62 21.82 20.50 0.57 A 82.50 81.25 3.29 49.9 3.40 49.1 75.00 20.72 5.00 0.18 20.72 7.00 0.18 A 81.25 73.50 1.330 75.00 4.62 77.4 1.218 75.00 4.61 77.3 75.00 20.72 12.00 0.42 20.72 13.60 0.36 A 73.50 64.50 4.62 118.9 4.61 118.8 75.00 20.72 5.00 0.18 20.72 7.00 0.18 B 64.50 55.50 4.62 160.5 4.61 160.3 75.00 20.72 8.00 0.28 20.72 9.20 0.24 B 55.50 46.50 4.62 202.0 4.61 201.9 75.00 20.72 8.00 0.28 20.72 9.60 0.25 B 46.50 37.50 4.62 243.6 4.61 243.4 B 37.50 30.42 4.62 276.3 4.61 276.1 C 30.42 28.50 4.62 285.1 4.61 284.9 C 28.50 19.50 4.62 326.7 4.61 326.5 C 19.50 10.50 4.62 368.3 4.61 368.0 C 10.50 1.50 4.62 409.8 4.61 409.5 C 1.50 0.00 4.62 416.7 4.61 416.4 • Global Pole Analysis - 3020886 10/5/2005 Page 10 of 13 DEAD_LOAD CALCULATION OF BARE AND ICED POLE WEIGHT Project Name Tigard Job Number 3020886 Title Global Signal Designer MLP Pole Section Top Elev. Bott. Elev. Sec. Length Avg. Mean Thickness Avg. Area Pole Sec. Bare Iced Width Weight App. Weight Total Accum. Avg. Ice Ice Weight Pole Sec. App. Weight Total Accum. Weight Weight Area Weight Weight Weight (ft) (ft) (ft) (in) (in) (in (kip) (kip) (kip) (kip) (in (kip) (kip) (kip) (kip) (kip) TOP » » » »»»» » »» » » » » » » » » » » » »» »» »» » » »» 0.000 0.00 0.00 0.000 0.00 0.00 A 100.00 91.50 8.50 20.37 1/4 16.37 0.474 2.400 2.87 2.87 33.95 0.112 0.474 3.700 4.29 4.29 A 91.50 82.50 9.00 21.65 1/4 17.40 0.533 1.650 2.18 5.06 36.01 0.126 0.533 2.400 3.06 7.34 A 82.50 81.25 1.25 22.40 1/4 18.00 0.077 0.000 0.08 5.13 37.21 0.018 0.077 0.000 0.09 7.44 A 81.25 73.50 7.75 23.06 1/4 18.53 0.489 1.400 1.89 7.02 38.27 0.115 0.489 2.200 2.80 10.24 A 73.50 64.50 9.00 24.28 1/4 19.51 0.598 0.000 0.60 7.62 40.23 0.141 0.598 0.000 0.74 10.98 B 64.50 55.50 9.00 25.53 5/16 25.65 0.786 0.000 0.79 8.40 42.35 0.148 0.786 0.000 0.93 11.92 B 55.50 46.50 9.00 26.85 5/16 26.97 0.826 0.000 0.83 9.23 44.46 0.156 0.826 0.000 0.98 12.90 B 46.50 37.50 9.00 28.16 5/16 28.29 0.867 0.000 0.87 10.10 46.58 0.163 0.867 0.000 1.03 13.93 B 37.50 30.42 7.08 29.34 5/16 29.47 0.710 0.000 0.71 10.81 48.46 0.133 0.710 0.000 0.84 14.77 C 30.42 28.50 1.92 29.93 3/8 36.09 0.236 0.000 0.24 11.04 49.52 0.037 0.236 0.000 0.27 15.04 C 28.50 19.50 9.00 30.73 3/8 37.05 1.135 0.000 1.13 12.18 50.80 0.178 1.135 0.000 1.31 16.36 C 19.50 10.50 9.00 32.04 3/8 38.63 1.183 0.000 1.18 13.36 52.92 0.185 1.183 0.000 1.37 17.72 C 10.50 1.50 9.00 33.36 3/8 40.22 1.232 0.000 1.23 14.59 55.03 0.193 1.232 0.000 1.42 19.15 C 1.50 0.00 1.50 34.13 3/8 41.14 0.210 0.000 0.21 14.80 56.26 0.033 0.210 0.000 0.24 19.39 Global Pole Analysis - 3020886 10/5/2005 Page 11 of 13 BARE_DEFL CALCULATION OF DEFLECTIONS AND SECONDARY MOMENTS (BARE POLE) Project Name Tigard Job Number 3020886 Title Global Signal Designer MLP Working Stress Operational Pole Section Top Elev. Bott. Elev. Section Moment Inertia at Inertia at Avg. Inc. Tilt Total Tilt Tot. Defl. Total Accum. M2 Total Tilt Total Defl. Length Top of Sec. Bot. of Sec. Moment @top Weight Weight @top @top (ft) (ft) (ft) (kip ft) (in (in (kip ft) _ (deg) (deg) (ft) (kip) (kip) (kip ft) (ft) (ft) TOP » » » » » » » » » » »» 0.0 0.0 0.0 0.000 0.000 A 100.00 91.50 8.50 20.5 791.6 950.5 10.2 0.028 2.69 2.85 2.874 2.874 0.572 1.05 1.11 A 91.50 82.50 9.00 56.6 950.5 1140.5 38.5 0.094 2.67 2.45 2.183 5.056 2.208 1.04 0.96 A 82.50 81.25 1.25 62.3 1140.5 1168.8 59.4 0.018 2.57 2.04 0.077 5.133 2.493 1.00 0.80 A 81.25 73.50 7.75 102.6 1168.8 1354.3 82.5 0.144 2.55 1.98 1.889 7.022 4.538 1.00 0.78 A 73.50 64.50 9.00 165.5 1354.3 1593.3 134.1 0.233 2.41 1.65 0.598 7.619 7.185 0.94 0.64 B 64.50 55.50 9.00 235.1 1976.7 2307.1 200.3 0.239 2.18 1.29 0.786 8.405 9.782 0.85 0.50 B 55.50 46.50 9.00 311.7 2307.1 2672.4 273.4 0.281 1.94 0.96 0.826 9.231 12.280 0.76 0.38 B 46.50 37.50 9.00 395.0 2672.4 3074.3 353.3 0.315 1.66 0.68 0.867 10.097 14.564 0.65 0.27 B 37.50 30.42 7.08 465.2 3074.3 3417.4 430.1 0.267 1.34 0.44 0.710 10.808 16.128 0.52 0.17 C 30.42 28.50 1.92 484.9 4075.1 4191.4 475.0 0.063 1.07 0.29 0.236 11.043 16.510 0.42 0.11 C 28.50 19.50 9.00 581.6 4191.4 4765.6 533.2 0.305 1.01 0.26 1.135 12.178 18.085 0.40 0.10 C 19.50 10.50 9.00 685.1 4765.6 5390.0 633.4 0.319 0.71 0.12 1.183 13.361 19.190 0.28 0.05 C 10.50 1.50 9.00 795.9 5390.0 6066.7 740.5 0.331 0.39 0.04 1.232 14.593 19.686 0.15 0.01 C 1.50 0.00 1.50 815.1 6066.7 6184.7 805.5 0.056 0.06 0.00 0.210 14.803 19.697 0.02 0.00 Global Pole Analysis - 3020886 10/5/2005 Page 12 of 13 ICED_DEFL CALCULATION OF DEFLECTIONS AND SECONDARY MOMENTS (ICED POLE) Project Name Tigard Job Number 3020886 Title Global Signal Designer MLP Wokring Stress Operational Pole Section Top Elev. Bott. Elev. Section Moment Inertia at Inertia at Avg. Inc. Tilt Total Tilt Tot. Defl. Total Accum. M2 Total Tilt Total Defl. Length Top of Sec. Bot. of Sec. Moment @top Weight Weight @top @top (ft) (ft) (ft) (kip ft) (in (in (kip ft) (deg) (deg) (ft) (kip) (kip) (kip ft) (ft) (ft) TOP » » » » » » » » » » »» 0.0 0.0 0.0 0.000 0.000 A 100.00 91.50 8.50 18.7 791.6 950.5 9.3 0.026 2.54 2.68 4.286 4.286 0.805 0.99 1.05 A 91.50 82.50 9.00 54.2 950.5 1140.5 36.4 0.089 2.51 2.30 3.059 7.345 3.067 0.98 0.90 A 82.50 81.25 1.25 59.8 1140.5 1168.8 57.0 0.018 2.42 1.91 0.095 7.439 3.457 0.95 0.75 A 81.25 73.50 7.75 99.0 1168.8 1354.3 79.4 0.139 2.41 1.86 2.804 10.243 6.260 0.94 0.73 A 73.50 64.50 9.00 158.7 1354.3 1593.3 128.8 0.224 2.27 1.54 0.738 10.982 9.869 0.89 0.60 B 64.50 55.50 9.00 224.1 1976.7 2307.1 191.4 0.229 2.04 1.20 0.934 11.916 13.353 0.80 0.47 B 55.50 46.50 9.00 295.4 2307.1 2672.4 259.8 0.267 1.82 0.90 0.982 12.897 16.643 0.71 0.35 B 46.50 37.50 9.00 372.3 2672.4 3074.3 333.9 0.298 1.55 0.63 1.030 13.927 19.605 0.61 0.25 B 37.50 30.42 7.08 436.8 3074.3 3417.4 404.5 0.251 1.25 0.41 0.844 14.770 21.607 0.49 0.16 C 30.42 28.50 1.92 454.8 4075.1 4191.4 445.8 0.059 1.00 0.27 0.273 15.043 22.092 0.39 0.11 C 28.50 19.50 9.00 542.9 4191.4 4765.6 498.8 0.285 0.94 0.24 1.312 16.356 24.072 0.37 0.09 C 19.50 10.50 9.00 636.7 4765.6 5390.0 589.8 0.297 0.66 0.11 1.368 17.724 25.441 0.26 0.04 C 10.50 1.50 9.00 736.4 5390.0 6066.7 686.5 0.307 0.36 0.03 1.424 19.148 26.046 0.14 0.01 C 1.50 0.00 1.50 753.6 6066.7 6184.7 745.0 0.052 0.05 0.00 0.243 19.391 26.059 0.02 0.00 Global Pole Analysis - 3020886 10/5/2005 Page 13 of 13 STRESS_RATIO_CAL SUMMARY OF INTERNAL FORCES AND CAPACITIES Project Name Tigard Job Number 3020886 Title Global Signal Designer MLP Pole Section Top Elev. Bott. Elev. Area S Bare Iced Dead Load Shear Moment M2 MTOTAL fa fb fTOTAL FB Stress Dead Load Shear Moment M2 MTOTAL fe fb (TOTAL FB Stress Ratio Ratio (ft) (ft) (in (in (kip) (kip) (kip ft) (kip ft) (kip ft) (ksi) (ksi) (ksi) (ksi) (kip) (kip) (kip ft) (kip ft) (kip ft) (ksi) (ksi) (ksi) (ksi) TOP »»»» » » » »> 15.87 80.16 0.00 0.00 0.00 0.00 0.0 0.00 0.00 0.00 52.00 0.000 0.00 0.00 0.00 0.00 0.0 0.00 0.00 0.00 52 00 0.000 A 100.00 91.50 16.37 86.44 2.87 2.71 20.5 0.57 21.1 0.18 2.92 3.10 52.00 0.060 4.29 2.46 18.70 0.80 19.5 0.26 2.71 2.97 52.00 0.057 A 91.50 82.50 17.40 97 68 5.06 4.53 56.6 2.21 58.8 0.29 7.22 7.51 52.00 0.144 7.34 4.46 54.19 3.07 57.3 0.42 7.03 7.46 52.00 0.143 A 82.50 81.25 18.00 99.29 5.13 4.62 62.3 2.49 64.8 0.29 7.83 8.12 52.00 0.156 7.44 4.54 59.82 3.46 63.3 0.41 7.65 8 06 52.00 0.155 A 81.25 73.50 18.53 109.60 7.02 6.60 102.6 4.54 107.2 0.38 11.74 12.11 52.00 0.233 10.24 6.31 98.97 6.26 105.2 0 55 11.52 12.07 52.00 0.232 A 73.50 64.50 19.51 122.21 7.62 7.36 165.5 7.18 172.7 0.39 16.95 17.34 52.00 0.334 10.98 6.95 158.66 9.87 168.5 0.56 16.55 17.11 52.00 0.329 B 64.50 55.50 25.65 168.18 8.40 8.12 235.1 9.78 244.9 0.33 17.48 17.80 52.00 0.342 11.92 7.60 224.14 13.35 237.5 0.46 16.95 17,41 52.00 0.335 B 55.50 46.50 26.97 185.59 9.23 8.88 311.7 12.28 323.9 0.34 20.94 21.29 52.00 0.409 12.90 8.24 295.39 16.64 312.0 0.48 20.17 20.65 52.00 0.397 B 46.50 37.50 28.29 203.87 10.10 9.63 395.0 14.56 409.5 0.36 24.10 24.46 52.00 0.470 13.93 8.86 372.32 19.60 391.9 0.49 23.07 23.56 52.00 0.453 B 37,50 30.42 29.47 218.85 10.81 10.20 465.2 16.13 481.3 0.37 26 39 26.76 52.00 0.515 14.77 9.34 436.75 21.61 458.4 0.50 25.13 25.63 52.00 0.493 C 30.42 28.50 36.09 265.94 11.04 10.36 484.9 16.51 501.4 0.31 22 63 22.93 52.00 0.441 15.04 9.47 454.81 22.09 476.9 0.42 21.52 21.94 52.00 0.422 C 28.50 19.50 37.05 289.86 12.18 11.12 581.6 18.08 599.7 0.33 24.83 25.15 52.00 0.484 16.36 10.10 542.87 24.07 566.9 0.44 23.47 23.91 52.00 0.460 C 19.50 10.50 38.63 314.80 13.36 11.90 685.1 19.19 704.3 0.35 26.85 27.19 52.00 0.523 17.72 10.75 636.66 25.44 662.1 0.46 25.24 25.70 52.00 0.494 C 10.50 1.50 40.22 340.78 14.59 12.71 795.9 19.69 815.6 0.36 28.72 29.08 52.00 0.559 19.15 11.41 736.38 26.05 762.4 0.48 26 85 27.32 52.00 0.525 C 1.50 0.00 41.14 345.21 14.80 12.85 815.1 19.70 834.8 0.36 29.02 29.38 52.00 0.565 19.39 11.53 753.58 26.06 779.6 0.47 27.10 27.57 52.00 0.530 USD Factor [a] : 1.33 Site Number: 3020886 Site Name: Tigard INPUT PARAMETERS Anchor Bolt Properties: Units Base Plate Properties: Units Ultimate Tensile Strength of Anchor Bolts: 100.00 ksi Plate Yield Strength: 50.00 ksi Yield Strength of Anchor Bolts: 75.00 ksi Plate Diameter or Plate Length: 47.00 in Diameter of Anchor Bolts: 2.250 in Plate Thickness: 2.25 in Diameter of Anchor Bolt Holes (if known): b in Arrangement of Anchor Bolts (R/S):d R Total # of Anchor Bolts: 10 (R = sym round; S = square /round but in corners) Diameter of Anchor Bolt Circle: 41.20 in Distance Between Anchor Bolt Holes (C /C, if known): c in Consider Leveling Nuts (Y /N): n Monopole Properties: Applied Loads: Weld Length Along Base Plate: 0.250 in Moment: 834.77 k -ft Monopole Diameter (F /F): 34.611 !_ in Axial Download: 19.39 k OUTPUT CAPACITIES Required Anchor Bolt Force: Units Limits Stress Ratio Applied Anchor Bolt Tension or Compression: 95.32 k OK 0.489 Allowable Anchor Bolt Force: Anchor Bolt Capacity [Considering Yield Strength & Effective Area]: 194.86 k 0.489 Anchor Bolt Capacity [Considering Ultimate Strength & Gross Area]: 174.95 k Used as a check »> 0.545 Required Base Plate Bending Moment: Applied Base Plate Bending Moment: 171.04 k -in OK 0.384 Base Plate Moment Capacity: Allowable Base Plate Bending Moment: 444.93 k -in General Notes: a AISC, Allowable Stress Design, 9th Edition, p. 5 -30, Chapter A, Section AS & TIA/EIA -222 -F Section 3.1.1.1. b If no value is entered a quantity equal to the anchor bolt diameter plus 1/4" is assumed. c Center -to -center; if no value is entered a quantity equal to the anchor bolt diameter multiplied by 8/3 is assumed. d For arrangement of anchor bolts, an "R" signifies a pattem that is symmetrically round whereas an "S" signifies anchor bolts located on the base plate comers. • • X c �C � V �® WIRELESS • ��� � ��5 16 NE 72ND WAY Il !I hI'� II�I • II' I! �^ I J II II p i � !' • ® REDMOND. WASHINGTON 88052 • ... �! " !I GIG !!I!�II� 6UITYOFTIGARD • lllllllry IIIIII IiI�� �� LD►NG DNISION q • DOWNTOWN TIGAR® :: .. .• .. .. .. 01 �I, iI ,,„, PTLDORPT89 • ����I , !' NI � i�i k� i WIRELESS 8777 SW BlJI�IVN ST • PORTLAND, OR. 97223 ▪ PB TELECOM <: Q ) D 303 BATTERY STREET 9EA111F, WA 98171 3. 2011.838.9275 ▪ 20GB3E,5021 THIS DRAWINC IS COPYRIGHTED AND IS THE ,+• BUILD NL CODES & STWDPRR SOLE PROPERTY OF THE OWNER, IT IS SCOPE OF WORK: JURISDICTION: WnH PRODUCED SOLELY FOR USE BY THE O'NfIER `\ SUBCONTRACTOR WORN SHALL COMPLY ALL APPLICABLE NA STATE AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING, AND ITS AFFILIATES REPRODUCTION OR USE { i f T Y 1lAIID RI I'll AH F TR LOCATION THE MILTON OF THE AHJ ADOPTED CODES AND STANDARD IN EFFECT ON THE DATE OF CONTRACT AWARD OF iH15 ERAWIAG AND /OR THE INFORMATION ' :.7,38 � ''•,..: ., ANTENNA FECONFIGURA ION FOR CIRCULAR UM A OVERU PCJR JU SDL ON ( J) O CONTAINED IN IT IS FORBIDDEN WITHOUT THE • .. +:':>�,:.. ':'+.:.:. > \: SHALL GOVERN THE C {SIGN ; n, S - WRITTEN PERMISSION OF THE OWNER. N SE , SUBCONTRACTORS WORE SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS , • U R U E SITE D E C I E SS' CURRENT I N� C I H777 $W OUFNHAM Si, iELCCOMMLWICATIONS FACIln1 NNATIONAL ELECIRICaI CODE - 2003 NEC . `.y\_ S PORTLAND. OR. 97223 N SNOW LOAD PA • LEGAL DESCRIPTION: P ROPOSED USE: DE9pr1 WIND SPEED - 90 MPH • .4RN':• A PARCEL 0 FUND IN RECORD OF SUPBEY NO 24,589, TELECOMMUNICATIONS FACILITY Sl1RCONTRACTOR'9 WORN SHALL COMPLY WnH 1HE LATEST EDITOR OF FOLLOWING STANDARDS WAOHIHIGTOIJ COUNTY SIN+BEY0 S OFFICE. - AMERICAN CO Ir15TITUTC (PELT }Id, BULGING CODE EOVIREMENF$ FOR STRUC1UF CONCRETE - AMEPIfpH INSTTE TDOTE UTE pF STEEL CONSTRUCTOR (MSC). MANUARL OF STEEL CONSTRUCTION. 05 ASD. NINTH CDDN)N. R - TELECOMMUNICATHONO INDUSTRY ASSOCWTIOIJ pm) 20 -F STRUCTURAL STANDARD FOR STREH TURAL ANTENNA TOWER AND ANOEl1NA SUPPORTING • PROPERTY OWNER. CONSTRUCTION TYPE: STRUCTURES. I AT&T WIFELESS SERVICES 7 -B - INsTTOTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS CREEL 8T, CODE FOR ITCH 0 I`)G, EARTH RESTS GROUND IMPEDANCE. AND EARTH lucent Technologies 517 EOSTUrE AVENUE EAST SVRFRCE POTENTIALS OF A CR0050 SYSTEM _ O n ;,:R -. tn „Rho SEATED. WA 961 D9 - IEEE 1100 (1999) RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER RCUET WER CIS (FOP LOCATION CATEGORI 'C3 ANU 3. TEL NU M BER OF FLOORS. HIGH SYSTEM EXPOSU . ?„i : CUNT ACT; N/A - ILA 6 COW FET IA! BUILDING GFOUNDING AND BONDING REOUIREMENTS FOP TELECOMNUNICAIONS RELEASE T - TELCORDIA GP- 1503 COAXIAL CABLE CONNECTIONS. " ”" SITE Gt T IA D REGARDING AT M IMODS OF n7NSl PUfl10N OR OTHER DATE DATE I ATITUDE /LONGITUDE: TR OCTURE H TOR AN: C'UNFLICTF BETWEEN .E.IONS OF LISTED CODES AND [ R S E DNG M ER1 AL. E T SPECIFIC I CD REVIEW ' LAT AS A278N S HEIGHT: REONREMENTS. TH MOST RESTRICTIVE REQUIREMENT SHALL GOVERN" WHERE THERE IS CONFLICT BETWEEN A GENERAL REWIREMEN AND A 09 .UN O. LONG. -+A 7073W 105' -0 POOL IREMENT THE SPECIFIC REQUIREMENT SHALL GOVERN . - T MOO N o2Ws iallue5's"•, - .tOzooa N>nVT"EG' VICINITY MAP SCALE: N15 PROJECT SUMMARY • BUILDING CODES & STANDARDS REdL5I0N5 NO DATE • CIRCULAR WIRELESS PROPOSES TO MODIFY AN EA UNSTAFrED RADIO TELECOMMUNCATONS rACILnR FROM PORTLAND TARE 1 -5 SOUTH, TARE EM §294 /OR99W ONTO SW CONSISTING OF A RADIO TRANSM11FR COWMEN' CABINET MOUNTED WITHIN AN EX. FOLAPMENT SHELTER Al ARCHITECT • PACIFIC Hwy. TURN LEFT ONTO SW NALL BIND. THEN TORN ROW ONTO GRADE AN D T HE INSTALLA00N OF A ANTENNAS TO AN EFISTIEN 105' -0' MONOPOLE FOR RADIO • PB TELECOM SW BURNT-ATA ST. COIAAIUMCATIONS. CIRCULAR WIRELESS ALSO PROPOSES TO HOD I LINTS CABINETS WITHIN THE EX, A} EGUIPMENI SHELLER. 7100 SW HA F223 St. SURE 22] TIGARD. OR. 9722} • TEL. 503 601 327 1 /5 FAY: 503.352 3698 • • CONTACT. JOHN CRAIG WIE NAME DRIVING DIRECTIONS PROJECT DESCRIPTION ▪ ' PROJECT TEAM DOWNTOWN TIGARD - EE I SITE NUNBER ANTE' SIGNATURE' • DATE: SIGNATURE NUMBER: DESCRIPTION: PTLDORPT89 /// T -1 TITLE SHEET • CONSTRUCTION CCgP.DINATOF -Z2_ ne c c > COMPLIANCE — , I n P C BT JON NU I IN HOSE DRAVA BY: . LANDLORD'S REPPESENTATNE 7' CONSTRUCTION MANAGER C (f 25 �.� 9 • /1) T C J �, 1 / �. "�> G 1 GENERAL NOTES CHECXED BY. ES I A DDRESS Mr • • PROJECT MaNAGEfi j /— — ' GCPLOYMENI MAlYACCR - ( -1 T OWER ELEVATION &DETAILS - �1 _ 57'7 Sw Bu R t`JHAM ST, 511E ACQUISITION -_/ �' � • �� E -911 ENGINEER Y A INITIAL: - G2 SHELTER/EQUIPMENT ROOM PLAN FGRT +'.DIG. OR. 97223 • 7a+ ,2-J C -3 CABLE TRAY ROUTING PLAN & DETAILS INTERCONNECT OPERATIONS E -1 GROUNDING DIAGRAM, GROUNDING DETAILS I SHEET nttE I TITLE SHEET RF EM;IETIEP RF1 SWEEP TEST REQUIREMENTS • • FF ENGINEER MANAGER RF2 SECTOR CONFIGURATION DETAILS RF3 RF CONFIGURATION (PRE INSTALL) I SHEET NUMffn i SITE ACONSnION MANAGER • CONSULTANT GROUP APPROVALS CINGULAR WIRELESS APPROVALS SHEET INDEX . T -1 ..._ -. . ... . . . . . , . ._. . .. .. . . .. . .- _ • ... .. m, - . . . . . r .. .. .. ...... ... .. I PL OT SCALE Pa FCF SIZE .a .}6 I • SYMBfLS AND ABBREVIATIONS: O O C I n t.+f u I a I $u I. DRAWINGS ARE NOT TO BE SCALED. WRITTEN DIMENSIONS TAKE PRECEDENCE. THIS SET OF DOCUMENTS IS INTENDED TOWER/ POLE NOTES. `J WIRELESS TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTORS SCOPE A/C AIR CONDITIONING • OF WORK SHALL INCLUDE FURNISHING 01 ALL MATERIALS, EQUIPMENT, LABOR AND ANY REQUIREMENTS DEEMED I. VERIFICATION THAT THE PROPOSED TOWER /POLE CAN SUPPORT THE PROPOSED ANTENNA LOADING IS TO BE DONE Br AGL ABOVE FINISH GRADE NECESSARY TO COMPLETE PROJECT AS DESCRIBED IN THE DRAWINGS AND OWNERS PROJECT MANUAL. OTHER gppROT APPROXIMATELY CINGULAR WIRELESS 2 PROVIDE SUPPORTS OF THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL AND FUTURE ANTENNAS. 16331 NE 72ND WAY • •2. PRIOR 70 THE SUBMISSION OF BIDS. CONTRACTORS INVOLVED SHALL VISIT THE PROPOSED PROJECT. CONTRACTORS ANTENNA COAL CABLES ATE TO BE SUPPORTED AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURERS BLDG BUILDING REDMOND, WASHINGTON 98052 SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION /CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS REQUIREMENTS. AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION, CLG CEILING ANY ERRORS, OMISSIONS. OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER ABBREV ROOFTOP SAFETY PROCEDURES (WHEN APPLICABLE); CLR CLEAR VERBALLY AND IN WRITING. CONC CONCRETE (CONTRACTOR IS RESPONSIBLE FOR SAFETY PROCEDURES PER APPLICABLE OSHA STANDARDS) GENERAL FALL PROTECTION CONST CONSTRUCTION 3. THE ARCHITECT /ENGINEER HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT METHODS AND EUUIPMEN1 ROOFTOPS INSTALLATIONS. CONE CONTINUOUS DOCUMENTS THE COMPLETE SCOPE OF WORK, CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT CDPD CELLULAR DIGITAL PACKET DATA MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT BE EXCUSED SAID CONTRACTOR 1. FOR WORK BEING PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF EDGE, THE CONSTRUCTION SUPERVISOR SHALL • FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS THE DESIGNATE A TRAINED SAFET'! MONITOR TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THE CONSTRUCTION WORKERS DBL DOUBLE • BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTHING (IN WRITTEN) THE ARCHITECT /ENGINEER OF ANY CONFLICT. DIA DIAMETER • ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF PROJECT PROPOSAL. IN THE EVENT OF DISCREPANCIES THE 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS U E. BACKING UP TOWARD A ROOF EDGE. ETC ) DIAG DIACONAL CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXPENSIVE WORK, UNDER THE CONTRACT OF? UNSAFE ACTIVITIES THE SAFETY MONITOR MUST BE ON THE SA R OOF AND WITHIN VISUAL AND VERBAL D DOWN • DISTANCE OF THE CONSTRUCTION WORKERS DET DETAIL 4 THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE DWG DRAWING • CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEOUENCES, 3. CONSTRUCTION WORKERS TO APPROACH WITH 8' OR LESS OF AN UNPROTECTED ROOF EDGE. REQUIRES WORKERS TO • AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. USE A SAFETY LINE EA EACH PB TELECOM ELEV ELEVATION • • 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING 10 MANUFACTURER'S/VENDOR'S 4 SAFETY LINE SHALL BE A MINIMUM )4" DIAMETER NYLON WIT A NORMAL TENSILE STRENGTH OF 5400 LBS ELEC ELECTRICAL SPECIFICATIONS UNLESS OTHERWISE NOTED OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. ED EQUAL (ID> 5 SAFETY LINE SHALL BEE ATTACHED 10 SUBSTANTIAL MEMBER OF THE STRUCTURE. EQUIP EQUIPMENT 6. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE EXT EXTERIOR CODES. REGULATIONS AND ORDINANCES CONTRACTOR SHALL GIVE ALL NOTES AND COMPLY WITH ALL LAWS, 6 SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH THE EDGE OF ROOF BUT NOT ORDINANCES, RULES. REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL, AND UTILITY BEYOND. FIN FINISH 103arnear sTTLar sEAnLr:, VIA Reru COMPANY SPECIFICATIONS, AND LOCAL STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK FLOUR. FLORESCENT 2 z0e.e38s279 7 SAFETY BELTS SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH THE EDGE BUT NOT BEYOND. FLR FLOOR m6438.5021 7. GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE, A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED FT FOOT WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE 3. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL OCCUR BY THE SAFET( THIS DRAPoNC IS COF`.4RIGHICO PHD N THE PROJECT THIS SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED "FOR CONSTRUCTION" COMMITTEE REPRESENTATIVES, INCLUDING: GA GAUGE SOLE PROREO OE T OWNER IT 5 RRODUCeO POL ELY TOR H E HUT BY THE OWNER AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECT SIGNED WET STAMP - INSPECTION OF CONSTRUCTION AREA FOR HAZARDS GALA GALVANIZED AND no AFFILIATES REPRODUC1OH OR USE - USE OF INSPECTION CHECKLIST GC GENERAL CONTRACTOR OF THIS DRAWING AND /OR THE INEORMATAIN 8 THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT BE ALTERED BY THIS - INTER' /IEWING CO- WORKERS REGARDING SAFETY CONCERNS CRUD GROUND WK *TEN PCftMISNlO IN S IS FO SroN OF F THE THE ry WIE OWNER. R THE CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE- - REPORTING AND DOCUMENTING ANY HAZARDS GYP BD GYPSUM WALL BOARD wmHE - REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION 9. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L LISTED OR FIRE MARSHALL APPROVED MATERIALS IF - POSTING RESULTS OR INSPECTION AND ANY ACTION TAKEN HORZ HORIZONTAL APPLICABLE 10 THIS FACILITY AND OR PROJECT SITE. - RECEMNG AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER COWORKER SAFETr REPRESENTATIVE HR HOUR FIT HEIGHT ID. CONTRACTORS TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH RATING OF NOT LESS THAN 2-A OR 2 -A1OBC REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION. HVAC HEATING VENTILATION AIR CONDITIONING • • WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. REFERENCED OSHA REGULATIONS /STANDARDS SHALL BE REVIEWED BY TOWER ERECTORS, EQUIPMENT. INSTALLERS AND ID NSIDL DIAMETER 11 CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS. EASEMENTS, PAVING, TOWER /ROOFTOP TO CONTRACTORS /SUBCONTRACTORS IN NCH Lucent TlLMi70lP IB S CURBING. ETC. DURING CONSTRUCTION UPON COMPLETION OF WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT - 29 CFR 19226.50D - SCOPE, APPLICATION AND DEFINITIONS. INFO NFORMATION MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. - 29 CFR 1926.501 - DUTY TO HAVE FALL PROTECTION INSUL NSULATION RaI lake INEK!v Pun, - 19 CFR 1926.502- FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES MI NTERIOR 12. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FEE DURING CONSTRUCTION AND DISPOSE OF IBC NTERNATIONAL BUILDING CODE RELEASE ALL DIRT, DEBRIS, AND RUBBISH, CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE DATE PROPERTY OR PREMISES, SITES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS. DUST OR LBS POUNDS SMUDGES OF ANY NATURE 09 JUN OR CO REVIEW MAX MAXIMUM • 13. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO MECH MECHANICAL STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED Br THE CONSTRUCTION DRAWINGS /CONTRACT DOCUMENTS. MIL METAL . MFR MANUFACTURER 14 THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL MGR MANAGER BUSINESS MIN MINIMUM MISC MISCELLANEOUS • 15. THE CONTRACTOR SHALL PROVIDE CIRCULAR WIRELESS. LLC. PROPER INSURANCE CERTIFICATES NAMING CIRCULAR NA NOT APPLICABLE WIRELESS, LLC AS ADDITIONAL INSURED. AND CIRCULAR WIRELESS. LLC. PROOF OF LICENSE(S) AND PE AND PD NIC NOT IN CONTRACT INSURANCE NTS NOT TO SCALE REVISIONS DC ON CENTER NO. DATE 16 CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL INSPECTIONS. Op OUTSIDE DIAMETER Q 17 CAUTION: CALL BEFORE YOU DIG, BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE CONTACT THE ONE - CALL UTILITY TO LOCATE SERVICES A MINIMUM OF 48 HOURS PRIOR TO PLTWD PLYWOOD CONSTRUCTION. 1- 800 - 424 -5555 PROJ PROJECT 0 PROP PROPERTY Q 18. CONTRACT TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPH AND SUBMIT TO CIRCULAR WIRELESS, LLC ALONG PT PRESSURE TREATED A WITH REDLINED CONSTRUCTION SET. REO REQUIRED RM ROOM I srtE Na4E I 19 CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REDLINING) THE APPROVED RO ROUGH OPENING CONSTRUCTION SET AND SUBMITTING THE REDLINED SET TO CINGULAR WIRELESS. LLC. SHT SHEET DOWNTOWN TIGARD 20 FOR CO-LOCATION SITES, CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID WALK. S;M SIMILAR 15TE NURSER 21. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS REQUIRED SPEC SPECIFICATION CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE. SC SQUARE FEET PTLDORPT89 PROJECT CONSTRUCTION MANAGER AND ARCHITECT. SS STAINLESS STEEL • STL STEEL I PBt JOD NURSER I I IN HOUSE I STRUCT STRUCTURAL 22 ANY SUBSTITUTIONS OF MATERIALS AND /OR EQUIPMENT, MUST BE APPROVED BY CIRCULAR WIRELESS. LLC STD STUD 250232 DRAIN Dr: • SIJSP SUSPENDED CHECKED RV E_. 23. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND /OR FRAMES WHERE PENETRATION Of EXISTING ROOFING I srrE oOONEss I MATERIALS OCCUR, THE GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER AND BUILDINC ROOFING THRU THROUGH 8 777 SW BURNIHAM ST. CONTRACTOR OF RECORD FOR INSTALLATION. PATCH, REPAIR OR ANY AUGMENTATION TO THE ROOF. AND HAVE THE TNNG TINNED PORT LAN O. O 97223 WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR AND OTHER TYP TYPICAL FUTURE BREACH OF ROOFING INTEGRITY UNTO UNLESS NETTED OTHERWISE • . 24. CONTRACTOR SHALL COORDINATE WITH THE FRB DESIGNER /FABRICATOR TO ENSURE THAT THE FINAL FRP SHOULD [SHEET TITLE SIMULATING (IN APPEARANCE) DESIGNATED EXISTING EXTERIOR BUILDING "AS BUILT" DRAWING SET - HAVING VERT VERTICAL INDICATED AN ORIGINAL DESIGN SOLUTION FOR REINFORCED CONCRETE W/ EMBODIED STEEL RERAN. IN THE EVENT vC VERIFY IN FIELD if GENERAL NOTES POST TENSION SLAB SOLUTION IS PRESENT, CONTRACTOR SHALL INCLUDE PROVISIONS FOR X -RAY PROCEDURES W/ WITH (INCLUDED IN BID) FOR ALL PENETRATION AREAS WHERE ANCHORING OCCURS. W/O WITHOUT WP WATERPROOF 25 GENERAL AND SUB CONTRACTOR SHALL USE STAINLESS STEEL METAL. LOCKING TIES FOR ALL CABLE TRAY TIE DOWNS SHEET NUMBER ARID ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE � � � ON CINGULAR PROJECTS. RECOMMENDED MANUFACTURER SHALL BE PANDUIT CORP. METAL LOCKING TIES MODEL NO. MLTYA -CP UNDER SERIES -304 (OR EQUAL). PANDUIT PRODUCT DISTRIBUTED BY IRIARE OF TACOMA, WA . I PLOT SCALE PAPER SIZE _Y *T5 I. ACTUAL LENGTHS SHALL BE DETERMINED PER SITE CONDITION BY THE CONTRACTOR. i X C I fl 9 U I a r WIRELESS 2 THE DESIGN IS BASED ON RE DATA SHEETS SIGNED AND APPROVED • • • • 3. RADIO SIGNAL CABLES AIID RACEWAY SHALL COMPLY WITH THE REOUIREMENTS OF THE NATIONAL ELECTRICAL CODE NEC. CINGULAR WIRELESS NPFA. 16331 NE 72ND WAY REDMOND, WASHINGTON 98062 4. ALL SPECIFIED MATERIAL FOP EACH LOCATION (EA OUTDOORS. INDOORS OCCUPIED, INDOORS UNOCCUPIED. PUBLIC PLENUMS) SHALL BE APPROVED, LISTED OR LABELED AS REQUIRED BY THE NEC. • 5. RADIO SIGNAL CABLES SHALL BE SUPPORTED AT MINIMUM OF EVERY THREE FEET EXCEPT INSIDE OF MONOPOLES OR LATTICE • TOWERS WHERE CABLE AND CONNECTOR MANUFACTURERS SUPPORT RECOMMENDATIONS SHALL BE FOLLOWED MANUFACTURER RECOMMENDED CABLE SUPPORT ACCESSORIES • • 6. DRIP LOOPS SHALL BE REQUIRED ON ALL OUTSIDE CABLES, CABLES SHALL BE SLOPED AWAY FROM THE BUILDING OR • OUTDOOR GSM CABINETS TO PREVENT WATER FROM ENTERING THROUGH THE COAXAL CABLE PORT. • • 7. ALL FEEDER LINE AND JUMPER CONNECTIONS FOR GSM /UMTS SHALL BE CINGULAR APPROVED 7 -16 DIN CABLE • • CONNECTORS THAT MEET IP6B STANDARDS • • • B. WHEN MODIFYING EXISTING TDMA COAXIAL CABLES FOR GSM /UMTS USE. REMOVE ALL EXISTING N TYPE CONNECTORS WHERE FEASIBLE AND REPLACE WITH NEW 7 -16 DIN CONNECTORS. PB TELECOM 9 ALL 7 -16 DIN CONNECTORS SHALL BE 1P63 RATED ALL OUTDOOR CONNECTORS AND ALL COAXIAL CABLE SHIELDING GROUND POINTS SHALL BE WEATHERPROOF IN ACCORDANCE WITH THE FOLLOWING PROCEDURE START WEATHERPROOFING KIT _� START TAPE. APPROXIMATELY 3 INCHES FROM THE CONNECTOR WRAP 2 INCHES TOWARD THE CONNECTOR THEN REVERSE � \\\ THE TAPE SO THAT THE STICKY SIDE IS UP. TAPE OVER THE CONNECTOR OR SURGE ARRESTOR UNTIL THREE (3) OR FOUR 4 ( III› ( 4) INCHES BEYOND THE CONNECTOR AND REVERSE AGAIN WITH THE STICKY SIDE DOWN FOR ANOTHER INCH OR EOUIPMENT %� / // / /// TAPE 10. MHO'S /TMA'S SHALL NOT BE PAINTED. d 303 BATTERY SEREST SEATTLE, TRANSIT( pµ.838(2]5 • 8 A, 3RSU2 II. ANTENNA SHALL BE PAINTED, WHEN REQUIRED TO MATCH EXISTING ANTENNAS IN ACCORDANCE WITH ANTENNA MANUFACTURER'S SURFACE PREPARATION AND PAINTING REQUIREMENTS. THIS DRAWING r6 COPYRIOHI[D AND IS THE • _ T p [%. TOPER PRODUCED SOLELY FOR USE BY THE OWNER _ I FT I 50LE PROPERTY OF THE OWNER. IT 3 , L_ -� 12. CABLE SHIELDS AND TOWER CONDUITS SHALL BE GROUNDED AT THE TOP OF THE TOWER WITHIN ;OFT. OF THEIR AND D5 AFFILIATES REPRODUCTION DR u5F ` _ _ CONNECTORS. AND AT THE BOTTOM OF THE TOWER ABOUT 6 IN. BEFORE THEY TURN TOWARD THE FACILITY. THEY SHALL BE OF THIS DRAWING AND /OR THE INFORMATION (1) OTHER CARRIERS GROUNDED AT THE MIDPOINT OF THE TOWERS THAT ARE BETWEEN 100 FT AND 300 FT HIGH AND AT INTERVALS OF 150FT CONTAINED T 0 IS FORBIDDEN WITHOUT THE ANTENNAS OR PEPM15510N OF THE OWNER. OR LESS ON TOWERS HIGHER THAN 300 FT. THEY SHALL ALSO BE GROUNDED AT THE WAY BRIDGE ENTRANCE TO THE [1 - f1 fl % FACILITY • • • 0 _ Li _U U_ U _ 13 APPROVED GROUNDING KITS, WHICH INCLUDE GROUNDING STRAPS, SHALL BE USED TO GROUND THE COAXAL CABLE SHIELDS AND CONDUIT. THE GROUND CONDUCTORS FOR THE KITS AT THE TOP OF THE TOWERS. AND IN THE MIDDLE SECTION OF TOWER. ARE BONDED DIRECTLY TO TOWER SEAL USING EXOTHERMIC, BOLTED. OR . APPR0VED CLAMP CONNECTIONS -2 -(E) ONGULAR ANTENNAS 10 BE IV, ALL RADIO SIGNAL SHALL BE LABELED WITH COLOR -CODE ELECTRICAL TAPE (3M SCOTCH 35, 7 MILS THICK. VINYL ' REPIPT(DM1D ELECTRICAL TAPE. OR CONTRACTOR APPROVED EQUAL) AND BRASS OR STAINLESS STEEL IDENTIFICATION TAGS. 2 -(N; CINGULAR AMCNANS Lucent Technologies 1 - SEE SHEET R 2 RPRLA92 »;.,1 15 RECOMMENDED SURGE ARRESTORS THAT CAN BE USED WITH THE GSM /UMTS EOUIPMENT • 16, DUPLEXERS AND /OR DIPLEXERS AND MOUNTING HARDWARE (J CLAMPS) WHERE REQUIRED SHALL BE SUPPLIED BY RELEASE CONTRACTOR AND INSTALLED BY SUBCONTRACTOR. DATE 09 JUN OS CO REVIEW 17 MHA /TMA'S TO BE INSTALLED AT TOWER TOP. TO BE SUPPLIED BY OWNER OR INSTALLATION BY CONTRACTOR. 18, ANTENNA FEED LINE SYSTEM SWEEF TESTING SHALL BE PERFORMED AND REPORTED IN ACCORDANCE WITH THE • • REQUIREMENTS OF CINGULAR. A RADIO SIGNAL CABLE INSTALLED WITH UNSATISFACTORY SWEEP TEST RESULTS WILL NOT BE f "N) COAX RI REDD ACCEPTED. SCE R1 FOR ADDL. INFO, • RE119W6 NQ. DATE (E) TAN -0 TALL MONO POLE 5 I STE NAME RF SPECIFICATIONS SCALE: NONE # DOWNTOWN TIGARD I 9TE NUNEEA I MODIFI EXISTING MOUNTING HARDWARE PTLD0RPT89 TO ACCOMMODATE ADDITIONAL ANTEAYIAS . AS REQUIRED, I HO JOB NUMBER I I IN HOUSE I TYPICAL 250232 DRAW" BT. \ CHEERED BY: ES T - (E) CINLUTAR EQUIPMENT SHELTEF ,�`�\ \ \ \` �� I JTE � $ / / 2777 SW BURNHAM ST, \ PORTLAND. OR. 97223 • SECTOR • -------- AZIMUTH s, \ i �� 2 NEW KATHREIN SECTOR 3 255' ANTEN PEP I S HEET TIRE I MUTH S S EE RFT GRADE —_ N AZI 2'S \\ TOWER ELEVATION & DETAILS RADDI TOAX ASSUMED F� -O �\ \ v) \ l `� SECTOR 2 N A • ZMUTH ` SCfTOF 2 IN 2 -Ill ANTENNAS, TIP 13 ( T) AZIMUTH / : !SHEET NUMBER I 135' c - 1 [TOWER ELEVATION SALE VH. = 12 EX. ANTENNA MOUNT PLAN SCALE: HiS # PROPOSED ANTENNA MOUNT PLAN SCALE. "IS # I I WBT SCALE PAPER SIZE 2C.36" I OE CPIPTION SEE REFERENCE I DESCRIPION SEE DEFERENCE s,. o v c i n g l.9 I a rB° WIRELESS l C IS` MORE N(N(IA L5M GFPIf1 0 E PANCI j PROPOSED UMIS CABRER 017 Ex. SER`'CE DISCONNECT GINGULAR WIRELESS 16331 NE 72ND WAY 4 '6? EA, NORM GSM CABINET <>o> EX. +ELCO BOY REDMOND, WASHINGTON 98062 \ �1 Ck. NCRTEL iNJA FACM O } / 1` CY. AURA NIDCF i \/ [TI, RORER Dr 0 E. Nv C Upn 406) Ex. ENTPt PANEL /CABLE POR1 `0 5% EY, NASTEP GR:AAID BAR • <9 Ek BAKERY RMY 05A D. N SC. RACY. KEY NOTE LEGEND KEY NOTE LEGEND • 1 PB TELECOM Q (1) p ID3 8AITERY STREET SEATITE, WA 98121 206 „. 216�B]B .8OE 7 HIS DRAWING IS COPYRIGHTED O AND r> THE ' 56 / /x- z-,.. z-,.. 501E PROPERTY OF WN. n IS .-/ >SW fl 2 /~ / //,-",,7/ PP.OD AFFILIATES. SOLELY FOR THE PR BY ER ION O US E / / �• AND 115 2 SOLE REPRODUCTION OR USE / / / / / / ./ /�/ COWTWN ED Its I 0 FORBEIDEN WOHOUf THE + WRITTEN P(Rl.IISSGW OP THE OWNER. • n J L I 1 � \ , 60 - `, OF } r- f OS> Ly TNAC 1 r T - r - ---- --- � I ` • 1FF 7 • Lucent T,d*Iologies L % I / I / d5O RFD.' SPAS 03t Rr:PAWSA oifrtIN °0ti:m; / / � `✓ 0, OF 0 <03 /'>-'I H ..../ L I / H I ,- Y L_ i _ _ - - - -1- RELEASE \/ / O� / -- ' 3 DATE 09 JUN 05 CD REVIEW I 1 (E) I 11110 L. J r - �j � O / j / L , ›T5P, OF 2 ' ,f- r - - BENISONS / / I I -I r 7 r I P10. DALE (E1 I I I I -- - -- I I " A ISAAC E1 I I I / _ (E) T I POWER CABINET I _ _ I LUTTERY BATTER/ R/ I & I I I L J — - - - -I & j ( 911 NAME I . \ / / : DOWNTOWN TIGARD PTLDORPT89 iii I 591 JOB NUMBER I I • NOUSE I 250232 DRAWN Eft: (NEOXED BY: ES 911 ADDRESS I 5777 SW BURNHAM ST. PORTLAND. OR. 97223 I 91EET n11E SHELTER /EQUIPMENT ROOM PLAN NOTES I. ALL DOUBLE STACKED BATTER/' UNITS SHALL BE LIMITED TO A MA0IMUN OF (9) 3 -CELL MODLWES. r !SHEET NUMBER I 2 BATTER 015105 SHALL BE SUPPORTED ON A'ONE PIECE BASE AND A "FLOOR LOADING NAIL. EYCEPI 1.05E LOCATED IN BNLDINCS WITH - KONT[L OR - 05j 50[[TCR (1000- 11620) FLOORS. WHICH MAT BE MOUNTED ON EITHER A OW OP TWO RICE 5114104RO BASE C -2 SHELTER /EQUIPMENT ROOM PLAN S SCALE_ 1/1 . -D 2p? P OT s v . PAPER SINE 2.1 ,3r, I • • DESCRIPTION SEE PEFCRUtCC g DESCRIPTION SCE REFERENCE C o cr i n g u I a rs° . � b, ruluRE r,0ew GSM r,a,nf, 016 r X . PnRE! WIRELESS �A57 PROPOSED ULMIS CABINET / • • 946110 «� EX S CE DISCONNECT CINGULAR WIRELESS �;� FX. rloMw csM LABINEI lip Ex. TELCD BDX 16331 NE 72ND WAY �/ REDMOND, WASHINGTON 88052 .<./ E� NORiEL 1pIM RK.'h <€ > ALARM BLOCK �W ✓ /' Ex. POWER By ✓ 037 E. HVAC UNI1 0 6j EX, ENTRY PANEL /CABLE PORT // 000 Ex- MASTER GROUND BAR C0 i j E* BATTER, RAC, �/ 1054 EX- MISC RACK KEY NOTE LEGEND KEY NOTE LEGEND i ounc SEE NOTE , PB TELECOM • • f� f�' — EaHn - ' 1 "-P1000 Ur.GTPIJI W/ END CAPS n .. „.--- -- . I i . ALLIHREAD MA � I f �Cx. CABLE LADDER 3. ,1�� LEV' Li -_� \ � , �3 BATTERY STREET SEA ME, WA 90111 j _ mimic �-EZ, CABLE LAODFR II I U 9oe.a]ason � O 895438.5025 �r�Irl COPYRIGHTED AND 5 THE - DIPLENERS, I p �,^ E THIS DRAWING IS COPYRIGHTED OWNER IT 6 PRODUCED SOLELY FOR USE Dr THE Erl SOLE PROPER OF TH P1 000 u,ISTPUI w/ END CAPS, TYF '''''.1.11111111.1..117111111.. AND AS AFFILIATES. REPP OR USE llc OF T ORAWNO AND /OR THE INFORMATION r _I 1 \ \ '�` CONTAINED IN R 5 FORBIDDEN WITHOUT THE ,�. ?' - D' �, -- CURRENT IMECTCR WRITTEN PERMISSION OF THE OWNER. NoT FRONT VIEW GRpuNO BAR, PART g: GBT AA; AM SIDE VIEW N- DPLEYER, Fm. L DEPENDING ON SAE. 'SECURE TO CE0NG USING OTHER. -WOOD. }'o NAG OS HOOD SCREWS - CONCRETE- y'j ".?e u 55 ANCHOR BOLTS 2. MINIMUM CLEARANCE FROM 00000 Of GROUND BAR TO FLOOR SHALL BE c' -6 PROPOSED DIPLEXERS - MOUNTING •• 9 SCALE °� P a ✓ F oos l uce Techno #ag #es , . 1 -0' 16 X %iii aEa: �r_j i5> �� ? DUPLEM RaEASE 1C) � _ _ / _ \/ . JUMPERS y �. ERA,: // r 3D• 0.47E �G r - TFYz L � � GO �yP G r \' De JUH Ds CD PE-5/9W 2 FEED LIIII JUMPERS A TDMA --J r I — I " n )V'PAPCRC -r __ _ _ - T _ _ _ t L _ _ _ 1 1 I • - PROPOSED PANEL I \ //r I I / / 1H I / BYJ I 0152 RIOT I — i (if ANTENNA, MOUNTING I Tl'P. Or 2 J7�- / LIII I ))) I L �� • / HARDWARE PROVIDED �`.' - l!. • B-5 7 \ .. B MF G'P = Ell _MI 7I \ \ i r - I in 1 , \- AS NEW COAX JUMPERS I l_ _ 1 I REVISIONS Roo. L - - - -� r NO. GATE ��DS I -- . / q1c PROPOSE➢ LUCEN7� \ v DT P OF ? , f 1 O <; \,-/ 0 • TMP, MODEL S -{ L 21101. MOUNIING - �'.,/ • HAFDWAPE Top VIFY/ ' r _ PROVIDED B', r r ZL rHFG'R, iMA TO BE (E) I MOUNTED ` /CRIICALLY V/ M E) 1 I (E) I I � d I al '� 1 BATTERY 1 E1AiTCEB, 'POWER CABINET' I -" L - WEEP HOLES I I I I - FACE/1G DOWN Ora L _ - _ J L I SRE DO NAME I DO WNTOWN TIGARD E'. MOUNT OR= \ .5 ! PROPOSED PI / • • PE 15RE NUMBER PE E A I SITE PEDEO PIPE FOP COPPECT SI_E 0 PTLDORPT89 %/ . I PBT JOB NUMBER I L IN HOUSE 250232 OWN 13Y. CHECKED BY: ES I SHE AD0.RESS PAfl t Nl 1 DESCRIPTION m -2v T 5 8 777 SW BURNHAM , PORTLAND. OR. 97223 PIPE MOUNT KIT, 2 >'0 . 24- M -218 PIPE HDU`!T KIT. 2 >'a s 36' 1 4 M1 -215 -- PIFC M[4JNi kli 2 >.'0 5. AB' \ N1- 219-6] P MOUNT KIT, DOW 63 5. (A5311 55E45_ SW BC ROOK➢ THROUGH LADDER STELE CABLE MAY RUNGS, I SHEET TITLE Hi- 219 - ]2 PIPE NOME MIT 2? 0 , 72 MT 219-81 2. RACEWA, & CABLE IPA, SHOULD BF LISTED OR LABELED FOP ELECTRICAL USE IN PIPE H KIT, 2 , 45' 7 VI ACCORDANCE wNH 9100, DI. ANSI 51/ NEC. CABLE TRAY POUTING PLAN & m -220 RIfH7 9L1F yI FW PIPE M[ANi BIT. 2 46- DETAILS 111- 220 -I(6 PIPE MDUNI AIL 2"P . 199' 3 NEW RACEWAI DO CABLE TOTS SHALL MATCH Es. INSTALIAWON WHIPS POSSBAE. • H1 220-120 PIPE KNIT Ell. 21 . 120' - 4 REMOVE ALL UNUSED .IUMPCRS, 5 CUT BACK COTS MAIN FEED ONES TO ACCOMODATE PROPOSED COUIPMENI. ISHEEF NUMBER PROPOSED TMA MOUNTING 0EALE T' : 1 - D• 20 LUCENT UMTS NODE B CABINET SCAT ' P -D 8 CABLE TRAY ROUTING PLAN C -3 SCALE /; 1' -J' 20;' IROT SCALE: PAPER SIZE ?1'�3fi' OR r 4681 ). "Ii-RAP' PRl 12 AWC GREEN fl7Y7SM CABLE TIC IN JJUTED STRANDED / EOIINALENi C I �� BIM • j_ .._ coPPFR WIRE. TYP. • C LRp RJD B -- - GROUND W RC u I a r P. ;,, <',74' COPPER R WIRELESS • �+ �// `TSB CO 7Y -RAP, PR1 ® DENOTES fRONI OF GBINEI STRANDED 10 C CBiEO \� OP ( ,( \ \ ,\ j . STRANDED p1c376 sTAJDOFF BRACKET 16331 NE WIRELESS GADNAI(Nl, 24' Of ® NECHANCAL COtRJCC i ( 12 Awc n I \ / \ J.Ax. SPACING REDMOND, NE 72ND WAY STRANDED i0 CRGB • REDMO WASHINGTON 98052 6 RADIUS MIN ALL • • T • ITS OWO 11NNE0 SOOT TTO �I m[RMC WELD rONNECIINJ BARE COPPER WIRE ` 4 EI % BICW OM 1 l0 ()DINED C (X20UND ROC IN BMW) TYPE K57} SPUD ' GROUNDING SYMBOLS • BOLT (a;NCTOR OR .... • EOUNALENT, SOOT 10 ' SGUD MUST BE SPLIT 8UL1 THE DINNER MIN ALL SUPPORTS TO BE RADIO NON -DIRE TIONAI SPI I CE CO INSUI ATiON DESCR OKtO BILE REFERENCE I DESCPIPiRNN SCE REFERENCE . CO "f- TYPE', CAI / 154730. CRIMP TYPE ISOMETRIC l W r/7 AWG GR EEN ] FUTURE NO %A CSM CABRffI 4y; EOM/ALERT. TAP OF I INS 1,(A T EO STRANDED ��i� Ex. PANEL j EOUNALCNi. TIP, ( COPP ORE. iYP, rd J PROPOSED RUTS CABINET (_ 41 Ex SERVICE DISCONNECT ➢ 1rF1IIN7 . —' NMI II TA Ex NoKA GSM CABINET PB TELECOM • 5 4110111.11 00 � � �' O Ex TCLCO BOk EU NORTE( 7051A RACK B' RADIUS MIN ALL B US MSED u ; Gll C %. ALARM BLOCK A %CS AxES EVERY E -d FOR HALO 1 / / • Ex. POWER BAY C /� 2 GROUND UND �/ MI 0�> Ex MIAC UNIT \ C TAP INN / STRANDED + • 006 Co CN1RV FMJCL /CABLE PoR1 \ �US? ER MASTER GROUND BAR 303 BATTER 5TRQ7 SEATTLE, WA 96111 //54710 / INSULATED . 11 \% Q to6.938,v2i5 �� � 7 O . \ OT ; E% BATTERY RACk ..,O CN 1Y9C RRCK Uva ©TU5�fl38.5tfel ,'6' MIN I% KEY NOTE LEGEND I 0 ED AND ,17 NAY. SOLE PROPERTY OF THE ,R 1 IS INC � d ' KEY NOTE LEGEND SOLELY FOP. USE BY UINI T - .. . . PRODUCED RS AFFILIATES. REPRODUCTION OR USE r RADIUS MIN. ALL or NG DRAWNG AND /OR INC INFORMATION • Ax[S NON - DIRECTIONAL SPLICE CONTAINED IN R 5 FORBIDDEN WITHOUT THE NON SPIIGF PLAN VIEW �/ )[6ftWOCRE[N Fl RATION VIEW WRTIEN PERMISSION OF THE OWNER. • 5. INSULATED STRANDED • `TO GROUNDED ITEM DIRECTIONAL SPLICE n PLAN OR ELEVATION VIEW ,GOD GNP OF : A i �� ^� '�W j GROUNDING HALO � j � %/ Lucent ROTI :, la sCRIC NTS 16 f n I .tea �Jif& LOCATION — 1 - -� Rn 1 kx 26r6,671:777,6 26r6,671:777,6 H ARDER MODEL �' (E ) I — � �"`•=`' DESCRIPTION HVA( ,. � L 43'. REIEA$E (SEE NOTE) � % rP, o DATE TELCO GRI4412TMGB71 r _ 09 JUN D5 CD REVIEW Yx'x4',11" W/ INSULATORS AND 55 ',AWNING I / II / GROUND LEAD II / INSTIL NEW I 1 / I 8 % RF07 MT jEC /COLLECTION GROUND BAR t0 NCB I \� • GBVt4216P Y,',7'. 16' w) INAILAIORS, N It }) 2 -HOLE SETS % / /I L ✓ $S BRACKETS. BEAM CLAMPS To or 2 L OPK - • , • • TOWER BOTTOM /ENTRY HOOD GBUI4RINMZ IN 15 W/ INSULATORS. SS BRACKETS, BEAM CLAMPS h (35) 2 -HOLE SETS I (E) I GROUND BAP EL SHELTER/TT EN1RV COOT ORUt4d I6Al2 6' IFICO W/ INSULATORS. $S BRACKETS k (35) 2 MOLEST$ r REV SIGNS OIPL CXCk RACK CBTL42ela Y, "xf x14" GROUND BAP WI (5 }) <" -NOTE SLITS ^ \ ' ( - -� /. NO. �o A 0 I _ y Kam GR OU ND BAR W/ INSULATORS h SS MOUNTING, Roc I (() 1 , '- 1 (E) I \ — cRCe NEWTON IsT CO soup Q I (El I (T) I 1POWER CABINET' I I BATTER: I I BATTERY I L_ n T. GROUNDING SHALL (CAJPLV WITH LATEST EDITION OF THE NATIONAL ELECTRIL CODE AND BE INSTALLED ACCORDANCE NOR THE CINGULFR GROUNDING STANDARD (OATEURCTOBEP I L, 7001) OR ENALENT MANUFACTURER'S PRODUCT AY CT M BC USED IF APPROVED BY CMNGRILAR P.FPRESENTATNE. I I L . _ - - J ^ 2. MINIMUM BENDING RADIUS IS 9' AND ND SPLICES PERMITTED IN GROUND CONDUCTOR, I , 2001) OD SITE NAVE 3. IMERCONNECT ANTENNA GROUND TUC TO GROUND CAR IF APPLICABLE I. ALL GROUNDING CORNECTIOr, TO BE CLEAN AND FREE OF PAINT IT IMC R ATnNG SVRIACE AND IRISTAEIED PER MAIIUFALIUPERO RECOMMENE1A11DNS, USE PENETROx OR EOUNALENT AmgxmgqT GREASE. \ , DOWNTOWN TIGARD 5 AL MECHANICAL COrRIECTI0N5 TO GRC4RID BAR SHALL BE WON TWO WHOLE CRPJ[O tU�i, HALT i0 BAA "H CONNECTIONS OF OPPUSIT ES SIDES a THE P f. \ // I SITE NUMBER PCRMIITED ROUND [TAR WILL BE I t 6. EACH CROW, CONDUCTOR TERMINATING. al ONE GP.DUNID BAR SNAIL HAVE a ITS I IDENP CATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY T' PTLDORPT89 OP.Ir_.t AN D OESTINAl10N 7 ALL MECHANICAL COFINECTIoNS TO GROUND MR SHALL a MADE WIN 55. HARDWARE. U ib SCREW S NOT ACCEPTA SED NUTS LOG WASHERS AND BOLT. l IS PBT JOB NUMBER I [ IN HOUSE I NECHAJJICAL CONNCCIORSNARE IORGUE TO THE MANUFACTURERS VALUE FTC ENSURE ALL 250232 8 NNAM/Ai RESISTANCE OF THE COMPLETED GROUND STEM SHALL NOT ExCEED A RESISTANCE OF 5 OHM 70 EARTH. DRAWN BY: CHECKED BY. ES 9. ALL CONDUCTORS ABOVE GRADE SHALL BE 2 AwC. TIN E SPECIFIED AND ALL CONDUCTORS BELOW G , GREEN - INSULATED STRANDED COPPER, UNLESS OTHERWIS RA I pD S AWG BARE TINNED COPPER UNLESS OTHERWISE. SHALE BE 2 S'7: SW BURNHAM S7, 10. EACH MIS S CABINET IRAME SHALL BF DIRECTLY CaINECTED TO THE CRCB (SECTIaIIJ WRH GREEN INSULATED SUPPLEMENTAL EOU'IPMCNT GROUND WIPES 2 AWC STRANDED COPPER PORTLAND, OR. 97223 11, GPUUNUED HIRES SHALL NOT BE INSTALLED THROWER IICJECS IN ANY METRE OBJECTS OF SUPPORTS TO PRECLUDE ESTABLISHING A 'CHORE POINT. I'. 2 AWC. BARE TINNED COPPER CONDETCTU1Is SHALT BE ATTACHED TO GROUND BARS DV MEANS OF UUTHERMIC WELDS. 13. EXOTH RM I SHEET TRUE FOR ALL DRPRACTICAL JUIHG CONNECTIONS ExPOjED TOGETHER wHERE AND BELOW GRADE 14, WHEN RODIFiTNG ExOTINIG TDMA COAXAL FOR GUN USE, REMOVE OIL EXSTINC N TAPE CONNECTOR WHERE FEASIBLE AND RE P GRI_)�INDINC DIAGRAM LACE riITH NEW 7 -16 DIN TYPE CUNHU_iOR G RO U NDING DETAILS E C WELDS SHALL BE USED F 15 1E10 GROUND BAR SKATE BE GROUNDED WITH fl2 STRANDED COPPER TO CRCB SECTOR 'C, I6. Y 2 AWG BTCW TRUST. 10 BURIED GROUND PING FROM Taco BOARD ROACH TD NEW TELCO CROONER BAR IF NM. DO NOT INSTALL A LEAD TI) THE BURIED GR0L0ID RING„ i SHEET NUMBERR GROUND BAR SCHEDULE / GROUNDING NOTES G-1 SCALE NW GROUNDING DIAGRAM ' G v,...., � SCALE: %; = 1 ' - 0' 2 I Purr SCAE PAPER 517E 2 .3C SWEEP TEST REQUIREMENTS: ANTENNA TRANSMISSION LINE DISTANCE TO FAULT i RL}: ANTENNA SYSTEM WITH DUPLE) ER AND TMA RETURN LOSS: C I ng u I a rs" WIRELESS CINGIJLAR WIRELESS THIS TEST IS A PERFORMANCE VERIFICATION AND FAILURE ANALYSIS TOOL FOR ANTENNA. THIS TEST MEASURES THE RL OF THE COMPLETE ANTENNA PORTLAND, OR TRANSMISSION LINES AND CONNECTORS. NETWORK ON THE RX PATH. REMINDER THE TEST EQUIPMENT CINGULAR WIRELESS 2_ WILL TERMINATE INTO THE TMA. ON THE RX PATH 16331 NE 72ND WAY ANTENNA AND TRANSMISSION REQUIREMENTS TEST FREQUENCIES: F1 =1850 FL 1990 REDMOND, WASHINGTON 138052 RX, TEST FREQUENCIES: F1 =1850 F2=1860 REQUIRED EQUIPMENT: 1. ENTER THE FREQUENCIES TO BE USED IN F1 AND F2 2. RE CALIBRATE TEST EQUIPMENT I ENTER THE FREQUENCIES TO BE USED IN F1 AND F2 c 2 RE -CALIBRATE TEST EQUIPMENT TMA) AND CABINET MASTER OR EQUIVALENT IN CT TH TWO JUMPERS GOING TO ANTENNA (BYPASS T IJD THE AB t . (1) WILTRON /A.NRITSU SITE MA_ ER _.331A /B /C 0 3. CONNECT THE 0 JUt ( ) (1) OPEN, SHORT, LOAD (BYPASS DUPLEXER) USING THE DIN (F) TO DIN (F) CONNECTORS 3. REMOVE DIN (F) TO DIN (F) CONNECTORS FROM BOTH (1) DIN FEMALE TO N TYPE MALE ADAPTER (LOW LOSS) 4. CONNECT THE ANTENNA TO THE LINE UNDER TEST TOP AND BOTTOM JUMPERS TO DUPLEXER (1) DIN MALE TO N TYPE MALE ADAPTER (LOW LOSS) 5. CONNECT TEST EQUIPMENT TO THE LAST TX JUMPER (YELLOW /RED) BEFORE THE 4. CONNECT TOP JUMPERS TO TMA AND CONNECT BOTTOM (2) DIN FEMALE TO DIN FEMALE ADAPTER (LOW LOSS) CABINET OF THE LINE UNDER TEST JUMPERS TO DUPLEXER, ( I ) PHASE STABLE CABLE S 6. PERFORM MEASUREMENT , THEN DO STEP 10 THROUGH 12 5. CONNECT TEST EQUIPMENT TO THE LAST TX JUMPER (1) TRUE -EMS MULTIMETER 7. DISCONNECT TX JUMPER, THEN CONNECT THE RX JUMPER (YELLOW /GREEN) YELLOW /RED) ) TO DIN 6. PERFORM MEASUREMENT • pB TeEecoM (F) ADAPTER • FREQUENCIES TO BE USED 8. CONNECT TEST EQUIPMENT TO THE LAST RX JUMPER YELLOW /GREEN BEFORE THE 7 VERIFY ANTENNA SYSTEM USING 1 %$ WAVE GUIDE HAS A RL LESS THAN - 16.5dB, 20 5/8 MAX CABINET, OF THE LINE UNDER TEST Q��o PCS FREQUENCY BAND 1850MHZ-1990kIHZ 9. PERFORM MEASUREMENT, VERIFY RESULTS WITH STEP 10 THROUGH 13 8 VERIFY ANTENNA SYSTEM USING %s' WAVE -GUIDE HAS . li TRANSMIT FREQUENCY 1930MHZ-1940MHZ 10. VERIFY THE TRANSMISSION LINE HAS A RL LESS THAN -45dB A RL LESS THAN - 155dB, 200FT MAX RECEIVE FREQUENCY 1850MHZ - 1860MGZ 11. VERIFY THE ANTENNA HAS A RL LESS THAT - 1 7 8 ' dB 9. FOR ANTENNA NETWORK ABOVE 200FT 1% '/ 8 " RL- 14dB 303 BATTERY S REE SEATTLE, WA9Bl]I zoae3a.srs 12 RECORD PASS.FAIL ON SWEEP DATA SHEET, THEN SAVE SEEP TO A MEMORY LOCATION. RL- 13.5dB © xm.alsson TRANSMISSION LINE AND ANTENNA SYSTEM TEST 13. REPEAT STEPS 1 THROUGH 13 FOR THE REST OF THE ANTENNA'S AND TRANSMISSIONS 10. RECORD TEST RESULTS ON SWEEP DATA SHEET, THEN wS DRAWING IS COPYRIGHTED AND S 114E LINES. SAVE SWEEP TO A MEMORY LOCATION .:: SOLE PROPERTY OF THE OWNER IT IS PRODUCED SOLELY FOR. USE BY THE OWNER (1) INSERTION LOSS / CABLE LOSS 11. REPEAT STEPS 1 THROUGH 10 FOR 714E REST OF THE AND ITS O S REPRODUCTION F THIS AND /OR THE FO OR USE OF IS DFAWWG UN 114E E II OP00 ANTENNA'S NETWORK :: *O TIEN 011155 O IN O S FORBIDDEN WITHOUT 114E (2) ANTENNA /TRANSMISSION LINE DISTANCE TO FAULT (RL) PERNtSSION OF THE OWNER. (3) ANTENNAS SYSTEM RETURN LOSS (4) ANTENNA SYSTEM RETURN LOSS. (4) ANTENNA SYSTEM WITH DUPLEXER /TMA /ANTENNA RETURN LOSS : THIS TEST MEASURES THE RL OF THE TRANSMISSION LINE TERMINATING INTO THE ANTENNA TRANSMISSION LINE CONTINUITY TEST. (5) TRANSMISSION LINE CONTINUITY TEST W/O TMA AND DUPLEXER. THIS TEST WILL VERIFY THE CONTINUITY OF THE RX PATH • INSERTION LOSS 1- ENTER THE FREQUENCIES TO BE USED IN F1 AND F2 BETWEEN THE BTS AND THE TMA. FOR THE 15 VDC NETWORK Lucent Tech 1otogies 2 RE CALIBRATE EQUIPMENT SW 1,, , , In::oar m THIS TEST WILL MEASURE THE CABLE LOSS OF THE TRANSMISSION LINE (. CO 3. CONNECT THE TWO JUMPERS GOING TO ANTENNA (BYPASS TMA) AND THE CABINET A SHORT AT .THE END OF THE LAST JUMPER • AND JUMPERS BETWEEN THE CABINET AND ANTENNA. BEFORE THE TMA OF THE LINE UNDER TEST TEST FREQUENCIES: El= 1850 F2=1990 (BYPASS DIJPLETER) USING THE DIN (F) TO DIN (F) CONNECTORS CONNECT MULTIMETER TO THE LAST JUMPER BEFORE oA>E I 4. CONNECT THE ANTENNA TO THE LINE UNDER TEST THE BTS RX 1 (YELLOW/GREEN) PLACE THE BLACK 09 JUN 05 CD REVIEW 1. ENTER THE FREQUENCIES TO BE USED IN F I AND F2 5. CONNECT TEST EQUIPMENT TO THE LAST TX JUMPER (YELLOW /RED) BEFORE THE LEAD ON THE OUTER. PART OF THE CONNECT AND THE 2. RE- CALIBRATE TEST EQUIPMENT CABINET, OF THE LINE UNDER TEST. RED LEAD ON THE CENTER PIN OF THE CONNECTORS • 3. CONNECT THE TWO JUMPERS GOING TO ANTENNA (BYPASS TMA) AND 6. PERFORM MEASUREMENT, VERIFY RESULTS WITH STEP 10 THROUGH 13 3 VERIFY THE METER READS A SHORT THE CABINET (BYPASS DUPLEXER) USING THE DIN (F) TO DIN (F) 7 DISCONNECT TX JUMPER, THEN CONNECT THE RX JUMPER (YELLOW /GREEN) TO DIN 4 REMOVE SHORT AND VERIFY METER READS OPEN CONNECTORS (F) ADAPTER 5. RECORD PASS /FAIL ON SWEEP TEST DATA SHEET 4 CONNECT A SHORT AT THE END OF THE LAST JUMPER BEFORE THE 8. CONNECT TEST EQUIPMENT TO THE LAST RX JUMPER (YELLOW /GREEN) BEFORE THE 6. RECONNECT JUMPERS TO THE TMA AND BTS ANTENNA, OF THE LINE UNDER TEST. CABINET, OF THE LINE UNDER TEST 7. REPEAT STEPS 1 THROUGH 6 FOR THE REMAINING ONS 5. CONNECT TEST EQUIPMENT TO THE LAST TX JUMPER (YELLOW/RED) 9. PERFORM MEASUREMENT VERIFY RESULTS WITH STEP 10 THROUGH 13 RECEIVE PATHS NO DATE BEFORE THE CABINET, OF THE LINE UNDER TEST. 10. VERIFY ANTENNA SYSTEM USING 1%g WAVE GUIDE HAS A RL LESS THAN - 16dB, d 6. PERFORM MEASUREMENT, THEN DUE STEP 10 THROUGH 12 200 FT 1 RL- 15.5dB 'r3" p 7. DISCONNECT TX JUMPER. THEN CONNECT THE RX JUMPER 11 RECORD TEST RESULTS ON SWEEP DATA SHEET, THEN SAVE SEEP TO A MEMORY A (YELLOW /GREEN) TO DIN (F) ADAPTER LOCATION 8. CONNECT TEST EQUIPMENT TO THE LAST RX JUMPER 12 REPEAT STEPS I THROUGH 13 FOR THE REST OF THE ANTENNA'S SYSTEM (YELLOW /GREEN) BEFORE THE CABINET, OF THE LINE UNDER TEST. I SIB row I 9. PERFORM MEASUREMENT, THEN DUE STEP 10 THROUGH 13 10 ADD THE MAX PEAK TO MIN VALLEY THIS VALUE SHOULD NOT BE ANTENNA SYSTEM WITH DUPLEXER AND TMA RETURN LOSS: DOWNTOWN TIGARD GREATER THAN -40dB I SE N`"'BER I 11. PEAK MAX (M1) + (M2)/2 = CABLE INSERTION LOSS THIS TEST MEASURES THE RL OF THE COMPLETE ANTENNA NETWORK ON THE RX PATH. ii. PTLDORPT89 12 RECORD CALCULATED /MEASURED VALUE ON SEEP DATA SHEET, REMINDER THE TEST EQUIPMENT WILL TERMINATE INTO THE TMA ON THE RX PATH. I we I I HOUSE THEN SAVE SWEEP TO MEMORY LOCATION RX TEST FREQUENCIES: F1 =1930 E2 =1940 Br: 250232 13. REPEAT STEPS 1 THROUGH 12 FOR THE REST OF THE TRANSMISSION DRAM CHECKED tit ES 1 ENTER THE FREQUENCIES TO BE USED IN F1 AND FT I SOE ADDRESS I 2. RE- CALIBRATE TEST EQUIPMENT 8777 SW BURNHArs ST. 3. REMOVE DIN (F) TO DIN (F) CONNECTORS FROM BOTH TOP AND BOTTOM JUMPERS TO DUPLEXER PORTLAND. OR. 97223 4. CONNECT TOP JUMPERS TO TMA AND CONNECT BOTTOM JUMPERS TO DUPLEXER 5 CONNECT TEST EQUIPMENT TO THE LAST TX JUMPER (YELLOW /RED) isHEET Tim' 6 PERFORM MEASUREMENT SWEEP TEST 7. VERIFY ANTENNA SYSTEM USING 1-48" WAVE -GUIDE HAS A EL LESS THAN - 15.5dB, 200E7 MAX REQUIREMENTS 8. VERIFY ANTENNA SYSTEM USING 7 / " WAVE -GUIDE HAS A RL LESS THAN - 14.5dB, 200FT MAX 9. FOR ANTENNA NETWORK ABOVE 200FT l)/ RL- 14dB 7! RL- 12.5dB IMF NUMER 1 10. RECORD TEST RESULTS ON SWEEP DATA SHEET, THEN SAVE SWEEP TO A MEMORY LOCATION RF-1 I I REPEAT STEPS 1 THROUGH 10 FOR THE REST OF THE ANTENNA'S NETWORK . I ROT SCALE 00150 :IZC 20 ,30 Xcingular60 • WIRELESS • EXITING REPLACEMENT NEW EXISTING, • ANTENNA IT ANTENNA U? ANTCINA Y3 ANTENNA p4 • SEE 20 /PF21 (SEE 20 /RF2) (SIC 20 /R12) 5CE 20 /RF2) GINGULAR WIRELESS FOR DETAILS FOR DETAILS FOR DETAILS FOR DETAILS 16331 NE 72ND WAY REDMOND, WASHINGTON 88052 • • • 9 0 g; g 1 a • • WEATHERPROOF PIT AS �� _ m -. g A g m m REQUIRED ON EACH END �\ I I I � • OF JUMPER CABLE m W B / _ • I S • • • MHA J LSD Fk7XM MHA, PER RF ` ; j (E) iDP JUMPER CABLE GINCEF SPEPPKAtgNS LEI TOP AJMPCk CABLE MH4 i ENGINE M.A. MN PEP PT (TYD.) NNA (TIP,) i TYP) \ ENGINEER SPECIFICATIONS P) pg TELECOM / WEATHERPROOF XI1 AS (N) JUMPER CABLE (TV.) / (N JUMPER CABLE IrIV) z-----‘- REWIRED ON EACH END J � OF JUMPER CABLE (N) GROUND Err (TYP) Q(CJ�D �; (N) GRWNO NR (TYR) \ G _ (E) GROUND RAP MOUNTED (N) GROUND TAIL IlY P.) \' y (E) GROUND BAR uOUN1 D \ F I (E) GROUND BAR MOUNTED -- • NEAR ANTENNAS \ \ \\ / 7 NEAR ANTENNAS I ' 1 - J NEAR ANTENNAS 3 03 ?ATTERY STRE]FSEATTLE, WA 9Bli1 ;T h i ]:ES'U":0:LL .90]6 \ _� _I Y.OiI S ' E) GROUND BAR MOUNTED ---7.' r _ _ SOLE PROY a THE OORdP n 15 TOP OF TOWER TOP or LOWER _ TOP OF TOWER _ TOR W TOWER _ - _ PRWUCED CT FOR PSE UY IOE OW NER AND RS AFFILIATES REPRODUCTION OR USE P WITHOUT THIS DRAWING AND /OR THE INFORMATION • } CONTAINED IN TI IS TORBIODEN WITUT THE (E) GROUND MR, SPOONS (E) GROUI10 kn. GROUND � (E) GROUND NIT, CROUNL WITHIN PERMISSION OF TILE OWNER, TO EXTERIOR BUSS BAR TO EXTERIOR BUSS BAR ,M TO EXTERIOR BUSS BAR ,- + ANTENNA CABLE COLOR CODING: 5 TO PRO0IDE EAS.:DENTIFICaw( AND VNIFCRM MAPPING OF y. i .. (5) GROUND 101 GROUFTD 4 (E) GROUND SIT, GROUND ANTENNA CPBLING, 11,6 FOLLOWING SHAH APPLY ( GROUND NIT. GRWNO \ �� Ti TO 101 8050 PAR \� LOCATIONS :5 1O INTERIOR BUSS BAR FO INTERIOR BLSS BAR \ ., MIRNINGS SHALL DE 0005 8Y THE LOS OF _ ` Lucent x � p �� g 5 � � ft: Sh: n /At4N(1 30_ COLORED. 1 INCH WIDE TAPE AFFI %ED AT TYPICALLY _ ' '''7 _ a - — : ' I % FOUR PLACES GN THE ANTENNA CABLE FUN AS FOLLOWS _ '-= , _ — _ _ 8" RE]&SE 2 1 DATE SECTOR COLOR CODE g - 09 JUN 05 CO RE'/ICW SECTOR I FROM 10 A (N) BOTTOM JUMPER iMf • TO I VELLOW/RCO i AI /DUPLE% INSIDE CABINET CABLE SIP.) C Y ' g TX 2 YELL(AY /IELLOW/RED 106 A2 /DUPLE% INSIDE CABINET _ \\,,,, 4 RX + YELLOW/GREEN iµ4 AI /DUPIEx INSIDE CABINET (E) BOTTOM JUMPER ` \ • (N) BOTTOM AMPEB (5) 0$17100 JUMPER • RA 2 YELLOW/YELLOW/MEN TOO A2/DUPLEX INSIDE CABINET coat (TYP.) \ \ CABLE OOP.) CARL( ITTV.) �\ • Am 1 (1 -1) BLUE TAU AI /DUPLE. 0..T 1 - ` ANT 2 (t -A) BLUE /BLUE TMA A2 /DUPLEX ANT I -4 i A 055100 2 FROM 10 TO I BLUE /RED TPA AI /DUPLE0 INSIDE CABINET ! „ tX 2 GLUE /PLUG /RED 1/AA .A1 /WplET INSIDE CABINET �pI Ery� p® rl ONS RX I _BLUE /GREEN 1MA AI /DUPEEB INSIDE CABINET I 14y I M I ry{ ' M fl )I 111 lJl _ +oOpMH 196JUHZ BSOMHr 350uHZ �� R% 2 YELLUY /IELLOW /GREEN 1 M 01 /DUPLCR 105105 CABINET 850NHT 850010 850010 650MHr 1900M111 1900M1 ; 0 NO. DATE ANT 1 (2 -1) YELLOW 1MA AI /DUPLEX ANT 2 -1 TX /1x1 1x /Rx2 TO /R %3 TX /R%A 111 /051 102/R02 1%1 /PXI 1X2 /0X'2 TX/RAI Tx /RN ANT Z (2 -4 ) YELLOW/YELLOW 1MA A2 /DUPLE% ANT Z -A SECTOR 7 FROM 10 (E) TOMB 8500 TO LUCENT UNTO 1900MHZ IC) NOVA GSM 850017/1900000 �i (C) BOTTOM JUMPER i'i I ORANGE /RED 1MA A l /DUPLEX INSIDE CABIPAI EQUIPMENT CABINET EOUIPMRR CABINET CABLE WI (NOT 107\ EQUIPMENT CARNET 0 TX 2 ORANGE /ORANGE /RFD 1 M 42/00/05 INSIDE CABINET SCALE) Q R% 1 ORANGE /GREEN TM/. A.I /DUPLE% INSIDE CABINET \ RI 2 ORANGE /ORANGE /CREEN TMA A2 /OOPLEX INSIDE CABINET 1 ■ ANT 1 (3 -I) ORANGE TPA. AT /DUPLE% ANT 3 -1 - AM 2 (3 -4) ORANGE /ORANGE TMA A2 /DUPLE% ANT 3 -4 SITE NAME 1 ANTENNA CABLE COLOR CODING 3 TYPICAL SECTOR CONFIGURATION 19 DOWNTOWN TIGARD COAX SECTOR A SECTOR B SECTOR C 150E WOOER COAX ONE LITHE LINE LINE LINE LINE LINE LINE LINE LINE LINE LETS LINE LINE 11NC ERNE LINE ONE LINE LINE LINE LINE LINE LINE I 2 3 . 5 6 1 a I 2 3 4 5 B 7 B I 2 3 4 5 B 7 B PTLDORPT88 (E) SIZE -- -- - -- -- -- -- -- 7/g 7/E 7/6' 7/9 -- -- -- -- 7/8' 7/8' 7/3 I/O' -- -- -- -- (E) MANUFACTURER -- -- -- -- -- -- -- -- ANDREW ANDREW ANDREW ANDREW -- -- ANDREW ANDREW ANDREW ANDREW -- -- -- .. : POT JOB NUMBER I HOUSE LENGTH __ -- -- __ -- __ __ __ 9D' 90' 90' 90' -_ -- __ __ 90' 90' 9� 90 -- -- __ -- [) CONNECTOR :: 250232 ItE55 DRAVA BY: (N) SIZE -- __ -- -- __ -- __ -- -- __ __ __ 7/T 7/8 7/ 8' 7/6' -- __ -- 7 /8' 7/B 7/8' 7/8 CNECNED 9E: ES (N) MANUFACTURER - -- -- -- -- -- -- -- -- ANDREW ANDREW DREW - ANDREW ANDREW -- -- -- ANDREW ANDREW PAWP.CN 6.90[0 3 (N) LENGTH __ -- __ -- -- -- -- __ __ -- __ -- -- -- -- -- 90' _ 90 90 -- -- -- 90' 90' 9O' 90' - _ STIE AAO (N) CONNECTOR -- -- I -- '- 877!SW SURI'IHAM 1 - , PORTLAND. OR. 972 23 - sEC10R A - SECTOR 6 SCC10P. C ANTENNA ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT ANT 1 3 4 I 2 3 A I 2 3 A (C) MANE -- -- XATHREW -- -- -- NAIHREIN -- -- !SHEET TIRE (5) MODEL -- -- -- ALP601 -- -- -- ALP9212 -- -- -- - _ (E) AZIMUTH -- s 25s -- . SECTOR (E) RAD CENTER - -- -- -- 75' -- -- -- 7O -- -- -- CONFIGURATION -- � -- VAIHREIH kAIIJREW -- ' DETAILS (N) MADE -- -- -- -- 792-2 5 742-2 -- (N) MODEL -- -- -- -- 742_265 742-265 __ -- ECO -10111 800 -10:21 -_ (Al) AZIMUTH -- -- -- -- 135_ IJS -- _ -- 255 255 - (N) FAD CENTER -- __ -- __ TO IS' -- -- 70 TO _ .. I SNFEI NUMBER (N) MECHANKAL DOWAITILT -- - -- -- -- 0 0 -- _ -- 0 0 -- - -- -- -- -- -- -- -- -- -- R F -2 ((t:) WMMI LOAD COUNT - -- - - ANTENNA/COAX SCHEDULES 20: CDT SCA E PAPER 5176 25.36' • 1 W Xcingular WIRELESS Yx I z CINGULAR WIRELESS `: %y jt 1 u a r s. 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