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Specifications P ETERSON .JTREHLE _1 'IARTINSON, INC. y �� CONSULTING ENGINEERS ..- "^ + q 111 A 10 \ \Jt ( \„;P p� G \ n \Na � � �1 Structur Calculations for Cingular Wireless OR UMTS PT87 Tigard NE w o y Hwy 99 & 64 Ave, Tigard, OR Q o o n a a . z . t ce ti G . - en O. 1� I I May 13, 2005 CO5162 • %CTL! a d ( °' �' °l 1 0 • 9 -7 P , , - ''' i 73 RS Cti Expires 12/31/06 0 i 0. •P` �p i Q m 2200 SIXTH AVENUE, SUITE 601 PHONE 206- 622 -4580 SEATTLE WASHINGTON 98121 FAX 206 - 622 -0422 a l �\ • • • • � � J ETERSON .JTREHLE i'iARTINSON, INC. CONSULTING ENGINEERS CO5162 May 13, 2005 Mr. K.V. Lew LSI Adapt, Inc. 615 8th Avenue South Seattle, WA 98104 Re: Cingular Wireless UMTS Antenna Change Out for PT87 Tigard NE Dear Mr. Lew: Calculations have been performed to analyze the existing monopole with the proposed antennas and all existing appurtenances. The additional TX lines, run on the interior of the pole, have been included as well. The antenna change out that is proposed for this cellular site can be adequately supported by the existing monopole. The existinq foundation has also been found sufficient. The existing monopole is structurally adequate for the antenna change out. Appurtenance calculations and cut sheets have been attached for reference. Sincerely, PETERSON, STREHLE, MARTINSON, INC. /% 1/11 Steven C. Strehle, P.E., S.E. Enclosures 2200 SIXTH AVE, SUITE 601 PSM @PSM - ENGINEERS.COM PHONE 206 - 622 -4580 SEATTLE, WASHINGTON 98121 FAX 206 - 622 -0422 P ETERSON STREHLE MARTINSON, INC. CONSULTING ENGINEERS May 13, 2005 PSM Job No. CO5162 Subject: Cingular OR UMTS Cingular Site: Tigard NE PT87 Hwy 99 & 64 Ave Tigard, Washington County, OR 97219 100 foot (94' actual) Communications Monopole Colocate Structural Analysis Report References: International Building Code 2003 TIA/EIA -222 -F Structural Standards for Steel Antennas Towers and Antenna Support Structures At the request of LSI Adapt, Inc., Peterson Strehle Martinson, Inc. has performed a structural analysis on the existing monopole and its foundation at the above - mentioned site. The 100' (94' actual) eighteen -sided Sabre monopole was analyzed for two loading conditions: 100% wind and 75% wind plus %2" of radial ice. Wind loads were determined using a fastest mile wind speed of 80 mph, which was verified by a Washington County building official and the TIA/EIA standard. Our analysis included loads from the following appurtenances: RAD Centers: At elevation 94' — Unkown existing: - 13.42' Platform w/ rails - (3) ALP9212 At elevation 79' — Cingular: -13' LP platform w/o handrail (existing) - (2) TA803R90 (existing) - (2) TA803TOR60 (existing) - (2) Kathrein 800 -10121 (proposed) -(2) Kathrein 742 -264 (proposed) This analysis is invalid if any other equipment is attached to the monopole or its foundation. In such a case, a separate, supplemental structural analysis will be necessary. The existing foundation is a mat foundation 17' x 17' x 2' -6" deep with a pier extension 5' - in diameter and 3' deep. The design concrete strength was 4,000 psi. Our analysis showed that the existing 100 - foot (94' actual) monopole is structurally adequate with the above appurtenances and loading criteria. The foundation and anchor bolts are structurally adequate as well. The original design base loads were: 2200 SIXTH AVE SUITE 601 PHONE 206 - 622 -4580 SEATTLE, WASHINGTON 98122 FAX 206 - 622 -0422 5 STREHLE ETERSON STREHLE iARTINSON, INC. CONSULTING ENGINEERS Overturning Moment: 1166.4 k -ft Shear: 14.9 kips Axial: 20.6 kips The new base loads are: Overturning Moment: 422.4 k -ft Shear: 6.8 kips Axial: 14.8 kips Summaries of load vs. capacity percentages are as follows: Monopole stress / allowable stress: 34.0%10K Anchor bolt stress / allowable stress: new base loads < original base loads 1 OK Base plate stress / allowable stress: new base loads < original base loads 1 OK Foundation Overturning Moment: 36.7%10K Fill calculation — coax area / monopole area @ 79': 16% < 50%10K Please call with any questions or comments. Sincerely, Peterson Strehle Martinson, Inc. Robert Kulapaditharom Attachments: 1. Current monopole analysis calculations 2. Original monopole calculations and information 3. Appurtenance information 2200 SIXTH AVE SUITE 601 PHONE 206 - 622 -4580 SEATTLE, WASHINGTON 98122 FAX 206 - 622 -0422 S TREHLE STREHLE MARTINSON, INC. CONSULTING ENGINEERS Attachment 1 Monopole Analysis Calculations 2200 SIXTH AVENUE SUITE 601 PHONE 206 - 622 -4580 SEATTLE, WASHINGTON 98122 FAX 206 - 622 -0422 Jt PETERSON STREHLE MARTINSON, INC. JOB: CO5162 Tigard NE Consulting Engineers DATE: May 13, 2005 BY: rsk 2200 6th Ave, Suite 601, Seattle. WA 98121 SUBJECT: Average Property Values Office (206) 622 -4580 / Fax (206) 622-0422 _ SITE: Tigard NE PT87 In . ut Data: Number of sides, n 18 (for pole property calculation) Number of sides, n' 16 (8,12,16 only - Allowable stress calculation per EIA -TIA 222F) Yield strength of steel, ft 65 ksi MONOPOLE SECTION DATA (EIA -TIA 222 -F) Pole elev. Diameter Wall Calculated values Member average values Ratio Allowed heights across flat thickness Area m Iner Section M. Area Mom Iner Section M. w / t Stress (ft) _ (in) (in) (in`) I Mom (in) I (in') (in I (in") I (in) _ (ksi) 0 34.86 0.313 34.3 5173.6 292.3 33.8 4949.0 283.7 19.64 39.00 5 33.83 0.313 33.3 4724.5 275.1 32.8 4513.4 266.7 19.06 39.00 10 32.80 0.313 32.3 43022 258.3 31.8 4104.0 - 250.2 18.48 39.00 15 31.77 0.313 31.3 3905.9 242.1 30.7 3720.3 234.3 17.90 39.00 20 30.74 0.313 30.2 3534.7 226.5 29.7 3361.2 218.9 17.32 39.00 25 29.71 0.313 29.2 3187.7 211.3 28.7 3026.0 204.0 16.74 39.00 30 28.68 0.313 28.2 2864.3 196.7 - 27.7 2713.9 189.7 16.16 39.00 35 27.65 0.313 272 2563.5 182.6 26.6 2424.0 175.8 15.58 39.00 40 26.62 0.313 26.1 2284.5 169.0 25.6 2155.6 162.5 15.00 39.00 45 25.59 0.313 25.1 2026.6 156.0 24.8 1964.2 152.7 14.42 39.00 50 25.06 0.313 24.6 1901.8 149.5 24.2 1821.1 145.2 14.12 39.00 53.5 24.34 0.313 23.9 1740.4 140.8 21.5 1568.9 127.0 13.71 39.00 53.6 24.32 0.25 19.1 1397.4 113.2 18.6 1288.7 107.1 17.15 39.00 60 23.00 0.25 18.1 1180.1 101.1 17.6 1103.5 96.6 1622 39.00 65 21.97 0.25 17.2 1027.0 92.1 16.8 957.3 87.8 15.50 39.00 70 20.94 0.25 16.4 887.7 83.5 16.0 824.7 79.4 14.77 39.00 75 19.91 0.25 15.6 761.6 75.3 15.3 715.7 72.2 14.04 39.00 79 19.09 0.25 14.9 669.8 69.1 14.5 608.1 64.7 13.46 39.00 85 17.85 0.25 14.0 546.4 60.3 13.6 501.2 56.8 12.59 39.00 90 16.82 0.25 13.1 456.0 53.4 12.8 423.7 50.8 11.86 39.00 94 16.00 0.25 12.5 391.3 48.2 1128 39.00 PETERSON STREHLE MARTINSON, INC. Monopole Section Properties Page 1 PETERSON STREHLE MARTINSON, INC. JOB: CO5162 Tigard NE Consulting Engineers DATE: May 13, 2005 BY: rsk 2200 6th Ave Suite 601 Seattle, WA 98121 SUBJECT: EIA/TIA - 222F Wind forces for monopoles Office (206) 622 -4580 / Fax (206) 622 -0422 _ SITE: Tigard NE PT87 Input Data: Basic wind velocity, V 80 mph Pole number of sides, N 16 (8,12, 16 or 0 =round) Gust Factor, GH 1.69 Average Diameter, Dp 25.428 in Ice build -up 0.5 in Overload factor, OLF 1.10 Manuf multiplier 1.0 MONOPOLE FORCE CALCULATIONS Pole elev. Diameter Wall Exposure Velocity Pole vel Force Pole Ice Total Load Load heights across fla thickness Coeff. Pressure Coeff. Coeff. Weight Weight Weight Case 1 Case 2 (ft) (in) (in) K g C CF (Ibs) (Ibs) (Ibs) Wind (k/ft) Wind (k/ft) 0.0 34.9 0.3 1.0 16.4 169.5 0.72 0.0 0.0 0.0 0.057 0.044 5.0 33.8 0.3 1.0 16.4 169.5 0.72 632.7 107.5 740.3 0.055 0.043 10.0 32.8 0.3 1.0 16.4 169.5 0.72 613.6 104.3 717.9 0.054 0.041 15.0 31.8 0.3 1.0 16.4 169.5 0.72 594.4 101.2 695.6 0.052 0.040 20.0 30.7 0.3 1.0 16.4 169.5 0.72 575.3 98.0 673.3 0.050 0.039 25.0 29.7 0.3 1.0 16.4 169.5 0.72 556.1 94.8 650.9 0.049 0.038 30.0 28.7 0.3 1.0 16.4 169.5 0.72 537.0 91.6 628.6 0.047 0.037 35.0 27.7 0.3 1.0 16.7 171.0 0.72 517.8 88.5 606.3 0.047 0.036 40.0 26.6 0.3 1.1 17.3 174.2 0.72 498.7 85.3 584.0 0.047 0.036 45.0 25.6 0.3 1.1 17.9 177.2 0.72 479.5 82.1 561.6 0.047 0.036 50.0 25.1 0.3 1.1 18.4 179.9 0.72 465.0 79.7 544.7 0.047 0.036 53.5 24.3 0.3 1.1 18.8 181.6 0.72 317.4 54.4 371.8 0.046 0.036 53.6 24.3 0.3 1.1 18.8 181.7 0.72 8.0 1.5 9.6 0.046 0.036 60.0 23.0 0.3 1.2 19.4 184.6 0.72 445.0 95.4 540.4 0.045 0.035 65.0 22.0 0.3 1.2 19.9 186.8 0.72 330.2 70.9 401.1 0.044 0.034 70.0 20.9 0.3 1.2 20.3 188.7 0.72 314.9 67.7 382.6 0.042 0.033 75.0 19.9 0.3 1.3 20.7 190.6 0.72 299.6 64.6 364.2 0.041 0.033 79.0 19.1 0.3 1.3 21.0 192.0 0.72 228.7 49.4 278.0 0.040 0.031 85.0 17.9 0.3 1.3 21.5 194.1 0.72 324.6 70.2 394.9 0.038 0.030 90.0 16.8 0.3 1.3 21.8 195.6 0.72 253.7 55.0 308.7 0.037 0.029 94.0 16.0 0.3 1.3 22.1 196.9 0.72 192.0 41.7 233.7 0.009 0.008 PETERSON STREHLE MARTINSON, INC. EIA -TIA Pole Loads Page 2 PETERSON STREIILE MARTINSON, INC. JOB: CO5162 Tigard NE Consulting Engineers DATE: May 13. 2005 BY: rsk 2200 661 Ave Suite 801 Seattle, WA 98121 I SUBJECT: Discrete Appurtenances Office (206) 622 -4580 / Fax (206) 622 -0422 SITE: Tigard NE PT87 1. These computations comply with EIA/TIA -222 -F 2. The reduction factor is to account for the drafting effect of appurtenances attached In the same horizontal plane 3. K and q as per EIA/TIA -222 -F section 2.3.3 4. Ca is as per table 3 pg. 8 of EIA/TIA -222 -F 5. Load combo's as per EIA/TIA -222 -F section 2.3.16 - pg. 9 6. EPA as provided by Manufacturer. APPURTENANCES: Wind speed 80 mph Tower total height, h 94 ft Is this a Tower / Monopole (T / M)? M Overload factor, OLF 1.00 Factor GH 1.69 Discrete Appurtenance Applied Force Computations: <Without ice > <With ice >s - 2 4 - - <Without ice> <With ice > Elevation Area Weight Area Weight Reduction Ca Oty Carrier Kz 3 qz 3 DESCRIPTION (ft) _ (ft') (Ibs) (fl) (ibs) Factor - (psf) (kips) ♦ _ (kips) • 13.42' Platform w/ rails 94 35.85 2500.0 40.46 3500.0 1.00 1.00 1 Unknown 1.349 22.096 1.339 2.500 1.133 3.500 (3) ALP9212 94 3.90 26.7 6.38 69.3 1.00 1.00 3 Unknown 1.349 22.096 0.437 0.080 0.536 0.208 1.776 2.580 1.670 , 3.708 SUMS I 13' LP platform w/o handrail 79 15.70 1300.0 20.10 1765.0 1.00 1.00 1 Cingular 1.283 21.025 0.558 1.300 0.536 1.765 (2) TA803R90 79 4.33 34.0 4.76 91.2 1 1.40 2 Cingular 1.283 21.025 0.431 0.068 0.355 0.182 (2) TA803TOR60 79 4.33 34.0 4.76 91.2 1 1.40 2 Cingular 1.283 21.025 0.431 0.068 0.355 0.182 (2) Kathrein 800 -10121 79 5.58 44.1 6.04 74.7 1.00 1.00 2 Cingular 1.283 21.025 0.397 0.088 0.322 0.149 (2) Kathrein 742 -264 79 4.13 36.4 4.56 64.3 1.00 1.00 2 Cingular 1.283 21.025 0.293 0.073 0.243 0.129 0.690 0.161 0.565 0.278 SUMS I PETERSON STREHLE MARTINSON, INC. Discrete Appurtenances Page 3 i i PETERSON STREHLE MARTINSON, INC. JOB: CO5162 Tigard NE Consulting Engineers DATE: May 13, 2005 BY: rsk 2200 6th Ave Suite 601 Seattle, WA 96121 SUBJECT: Linear Appurtenances Properties Office (206) 622 -4580 / Fax (206) 622-0422 SITE: Tigard NE PT87 LINEAR APPURTENANCES PROPERTIES INPUT: Bottom Qu Bottom Top Elevation Top Elevation (r) �� Diameter Thickness Quantity Elevation Elevation outside pole outside pote Cartier or Flat (1) CA out or width H flat weight Exposed P ole DESCRIPTION (ft) (ft) (ft) (ft) (in) (in) (pit) to wind Linear Appurtenance 1 (6) 1 5/8" Coax 0 94 0 0 Unknown r 1.2 6 0 1.98 - 0.92 , 0 Linear Appurtenance 2 (4) 1 5/8" Coax 0 79 0 0 Cingular_ r 1.2 4 0 1.98 - , 0.92 0 Linear Appurtenance 3 (12) 7/8" Coax 0 79 0 0 Cingular r 1.2 12 0 1.17 - 0.36 0 Linear Appurtenance 4 0 0 0 0 - r 0 0 0 0 - 0 0 Linear Appurtenance 5 0 0 0 0 - r 0 0 0 0 - 0 0 Linear Appurtenance 6 0 0 0 0 - r 0 0 � 0 0 - 0 0 Linear Appurtenance 7 0 0 0 0 - r 0 0 0 0 - 0 0 Linear Appurtenance 8 0 0 0 0 - r 0 0 0 0 - 0 0 Linear Appurtenance 9 0 0 0 0 - r 0 0 0 0 - 0 0 Linear Appurtenance 10 0 0 0 0 - r 0 0 0 0 - 0 0 PETERSON STREHLE MARTINSON, INC. Linear Appurtenances Properties Page 4 r PETERSON STREHLE MARTINSON, INC. JOB: CO5162 Tigard NE Consulting Engineers DATE: May 13, 2005 BY: rsk 2200 6th Ave Suite 601 Seattle, WA 98121 SUBJECT: Linear Appurtenances Forces Office (206) 622 -4580 / Fax (206) 622 -0422 SITE: Tigard NE PT87 1. These computations comply with EIA/TIA -222 -F 2. Kz and qz as per EIA/TIA -222 -F section 2.3.3 3. Ca is as per table 3 pg. 8 of EIA/TIA -222 -F 4. Load combo's as per EIA/TIA -222 -F section 2.3.16 - pg. 9 Input Data: Factor GH 1.69 Depth of ice: 0.5 in Wind velocity: 80 mph LINEAR APPURTENANCE APPLIED FORCES CALCULATIONS I Segment (s segment Load elevation t engui 'Segment Length 'Segment wind I segment App. wind' Coeff. Pressure rinear ) Weight � Wei Wind 1 Wind f 2 (ft) (ft) (R) Oft Oft f) K Q: (Dsfl I I I I 0.0 2.5 2.5 0.0 0.0 1.0 16.4 33.8 0.0 33.8 0.00 0.00 5.0 5.0 5.0 0.0 0.0 1.0 16.4 67.6 0.0 67.6 0.00 0.00 10.0 5.0 5.0 0.0 0.0 1.0 16.4 67.6 0.0 67.6 0.00 0.00 15.0 5.0 5.0 0.0 0.0 1.0 16.4 67.6 0.0 67.6 0.00 0.00 20.0 5.0 5.0 0.0 0.0 1.0 16.4 67.6 0.0 67.6 0.00 0.00 25.0 5.0 5.0 0.0 0.0 1.0 16.4 67.6 0.0 67.6 0.00 0.00 30.0 5.0. 5.0 0.0 0.0 1.0 16.4 67.6 0.0 67.6 0.00 0.00 35.0 5.0 5.0 0.0 0.0 1.0 16.7 67.6 0.0 67.6 0.00 0.00 40.0 5.0 5.0 0.0 0.0 1.1 _ 17.3 67.6 0.0 67.6 0.00 0.00 45.0 5.0 5.0 0.0 0.0 1.1 17.9 67.6 0.0 . 67.6 0.00 0.00 50.0 4.3 4.3 0.0 0.0 1.1 18.4 57.5 0.0 57.5 0.00 0.00 53.5 1.8 1.8 0.0 0.0 1.1 18.8 24.3 0.0 24.3 0.00 0.00 53.6 3.3 3.3 0.0 0.0 1.1 18.8 43.9 0.0 43.9 0.00 0.00 60.0 5.7 5.7 0.0 0.0 1.2 19.4 77.1 0.0 77.1 0.00 0.00 65.0 5.0 5.0 0.0 0.0 1.2 19.9 67.6 0.0 67.6 0.00 0.00 70.0 5.0 5.0 0.0 0.0 1.2 20.3 67.6 0.0 67.6 0.00 0.00 75.0 4.5 4.5 0.0 0.0 1.3 20.7 60.8 0.0 60.8 0.00 0.00 79.0 5.0 2.0 0.0 . 0.0 1.3 21.0 43.6 0.0 43.6 0.00 0.00 85.0 5.5 0.0 0.0 0.0 1.3 21.5 30.4 0.0 30.4 0.00 0.00 90.0 4.5 0.0 0.0 0.0 1.3 21.8 24.8 0.0 24.8 0.00 0.00 94.0 2.0 0.0 0.0 0.0 1.3 22.1 11.0 0.0 11.0 0.00 0.00 - - - - 0 0 - 0 0.00 0.00 - - - - 0 0 - 0 0.00 0.00 - - - - 0 0 - 0 0.00 0.00 - - - - 0 0 - 0 0.00 0.00 - - - - 0 0 - 0 0.00 0.00 - - - - 0 0 - 0 0.00 0.00 - - - - 0 0 - 0 0.00 0.00 - - - - 0 0 - 0 0.00 0.00 - - - - 0 0 - - 0 0.00 0.00 - - - - 0 0 - 0 0.00 0.00 - - - - 0 0 - 0 0.00 0.00 - - - - 0 0 - 0 0.00 0.00 - - - - 0 0 - 0 0.00 0.00 - - - - 0 0 - 0 0.00 0.00 - - - - 0 0 - 0 0.00 0.00 - - - 0 0 - 0 0.00 0.00 - - - - 0 0 - 0 0.00 0.00 PETERSON STREHLE MARTINSON, INC. Linear Appurtenances Forces Page 5 PETERSON STREHLE MARTINSON, INC. JOB: CO5162 Tigard NE Consulting Engineers DATE: May 13, 2005 BY: rsk 2200 8th Ave Suite 801 Seattle, WA 98121 SUBJECT: Pole Stress Ratios - Load Case 1 RESULTS SUMMARY Office (206) 622 -4580 / Fax (206) 622 -0422 SITE: Tigard NE PT87 Maximum Stress ratio = 0.340 OK 50mph Wind Tip Sway = 0.749 OK MONOPOLE STRESS AND SWAY CALCULATIONS: LOAD CASE 1 100% WIND + 0" ICE Segment Section Section Section Appurtenance Loads Axial Shear Bending Deflection Secondary Total - Bending Axial - Combined ' Allowed Actual / - Pole Tip Elevation Area Mod Wt Hord. Vert. Force Force Moment d Moment Moment (f (f1) (F,,,) Stress Allowable Sway (ft) _ (in`) (in') (lb) _ (kips) I (kips) _ (kips) (kips) _ (k -ft) _ (in) (k -ft) (k -ft) (ksi) (ksi) (ksi) _ (ksi) Stress Ratio (deg) 0 34.3 292.3 0 0.034 12.08 6.84 413.8 0.000 8.6 422.4 17.34 0.35 17.69 52.00 0.340 0.0 5 33.3 275.1 633 0.068 11.41 6.56 380.3 0.058 8.6 388.9 16.97 0.34 17.31 52.00 0.333 0.1 10 32.3 258.3 614 0.068 10.73 6.28 348.2 0.231 8.6 356.8 16.57 0.33 16.91 52.00 0.325 0.2 15 31.3 242.1 594 0.068 10.07 6.01 317.4 0.518 8.6 326.0 16.16 0.32 16.48 52.00 0.317 0.4 20 30.2 226.5 575 0.068 9.42 5.75 288.0 0.921 8.6 296.6 15.72 0.31 16.03 52.00 0.308 0.5 25 29.2 211.3 556 0.068 8.80 5.50 259.9 1.440 8.5 268.4 15.24 0.30 15.54 52.00 0.299 0.6 30 28.2 196.7 537 0.068 8.20 5.26 233.0 2.074 8.4 241.5 14.73 0.29 15.02 52.00 0.289 0.7 35 27.2 182.6 518 0.068 7.61 5.02 207.3 2.823 8.3 215.6 14.17 0.28 14.45 52.00 0.278 0.8 40 26.1 169.0 499 0.068 7.04 4.79 182.8 3.685 8.2 191.0 13.56 0.27 13.83 52.00 0.266 1.0 45 25.1 156.0 480 0.068 6.50 4.56 159.4 4.661 8.0 _ 167.4 12.88 0.26 13.14 52.00 0.253 1.1 50 24.6 149.5 465 0.057 5.96 4.32 137.2 5.747 7.8 145.0 11.64 0.24 11.89 52.00 0.229 1.2 53.5 23.9 140.8 317 0.024 5.59 4.16 122.4 6.569 7.6 129.9 11.07 0.23 11.31 52.00 0.217 1.3 53.6 19.1 113.2 8 0.044 5.56 4.15 122.0 6.593 7.4 129.3 13.71 0.29 14.00 52.00 0.269 1.3 60 18.1 101.1 445 0.077 5.07 3.86 96.3 8.244 7.4 103.7 12.31 0.28 12.59 52.00 0.242 1.4 65 17.2 92.1 330 0.068 4.66 3.64 77.6 9.662 7.0 84.6 11.02 0.27 , 11.29 52.00 0.217 1.5 70 16.4 83.5 315 0.068 , 4.28 3.42 59.9 11.185 6.7 66.6 9.57 0.26 9.83 52.00 0.189 1.6 75 15.6 75.3 300 0.061 3.91 3.21 43.4 12.801 6.3 49.7 7.91 0.25 8.16 52.00 0.157 1.7 79 14.9 69.1 229 0.690 0.205 3.62 3.04 30.9 14.151 5.9 36.8 6.39 0.24 6.63 52.00 0.128 1.8 85 14.0 60.3 325 0.030 3.09 2.11 17.5 16.252 5.4 22.9 4.56 0.22 4.78 52.00 0.092 1.9 90 13.1 ' 53.4 . 254 0.025 2.81 1.92 7.4 18.051 4.9 12.3 2.77 0.21 2.99 52.00 0.057 1.9 94 12.5 48.2 192 1.776 2.591 2.59 1.78 19.507 4.5 4.5 1.13 0.21 1.33 52.00 0.026 1.9 PETERSON STREHLE MARTINSON, INC. Load Case 1 Page 6 PETERSON STREHLE MARTINSON, INC. JOB: CO5162 Tigard NE Consulting Engineers DATE: May 13, 2005 BY: rak 2200 6th Ave Suite 601 Seattle, WA 98121 SUBJECT: Pole Stress Ratios - Load Case 2 Office (206) 622-4580 / Fax (206) 622 -0422 SITE: Tigard NE PT87 RESULTS SUMMARY Maximum Stress ratio = 0.295 OK MONOPOLE STRESS AND SWAY CALCULATIONS: LOAD CASE 2 75% WIND + 1/2" ICE Segment Section Section Section Appurtenance Loads Axial ' Shear Bending Deflection Secondary Total Bending Axial Combined Allowed Actual / Elevation Area Mod Wt Horiz. Vert. Force Force Moment d Moment Moment (f (f,) (F,,,) Stress Allowable Sway (ft) (in`) (in') (lb) _ (kips) I (kips) (kips) (kips) (k -ft) (In) _ (k -ft) (k -ft) (ksi) _ (ksi) (ksi) (ksi) Stress Ratio (deg) 0 34.3 292.3 0 0.034 14.83 5.65 352.4 0.000 9.8 362.2 14.87 0.43 15.30 51.87 0.295 0.0 5 33.3 275.1 740 0.068 14.05 5.43 324.7 0.049 9.8 334.5 14.59 0.42 15.02 51.87 0.289 0.1 • 10 32.3 258.3 718 0.068 13.27 5.21 298.1 0.197 9.8 307.9 14.30 0.41 14.71 51.87 0.284 0.2 15 31.3 242.1 696 0.068 12.50 5.01 272.5 0.442 9.8 282.3 13.99 0.40 14.39 51.87 0.277 0.3 20 30.2 226.5 673 0.068 11.76 4.81 248.0 0.787 9.8 257.8 13.66 0.39 14.05 51.87 0.271 0.4 25 29.2 211.3 651 0.068 11.04 4.61 224.5 1.232 9.7 234.2 13.30 0.38 13.68 51.87 0.264 0.5 30 28.2 196.7 629 0.068 10.35 4.42 201.9 1.776 9.7 211.5 12.90 0.37 13.27 51.87 0.256 0.6 35 27.2 182.6 606 0.068 9.67 4.24 180.2 2.419 9.5 189.8 12.47 0.36 12.83 51.87 0.247 0.7 40 26.1 169.0 584 0.068 9.02 4.06 159.5 3.162 9.4 168.9 11.99 0.35 12.33 51.87 0.238 0.8 45 25.1 156.0 562 0.068 8.39 3.88 139.6 4.003 9.2 148.9 11.45 0.33 11.79 51.87 0.227 0.9 50 24.6 149.5 545 0.057 7.78 3.70 120.7 4.940 9.0 129.7 10.41 0.32 10.73 51.87 0.207 1.0 53.5 23.9 140.8 372 0.024 7.35 3.57 108.0 5.651 8.8 116.8 9.95 0.31 10.26 51.87 0.198 1.1 53.6 19.1 113.2 10 0.044 7.32 3.56 107.6 5.672 8.6 116.2 12.32 0.38 12.71 51.87 0.245 1.1 60 18.1 101.1 540 0.077 6.73 3.33 85.5 7.102 8.6 94.1 11.18 0.37 11.55 51.87 0.223 1.2 65 17.2 92.1 401 0.068 6.25 3.16 69.3 8.333 8.2 77.5 10.10 0.36 10.47 51.87 0.202 1.4 70 16.4 83.5 383 0.068 5.80 2.99 53.9 9.658 7.9 61.8 8.89 0.35 9.24 51.87 0.178 1.5 75 15.6 75.3 364 0.061 5.37 2.82 39.4 11.067 7.5 46.9 7.48 0.34 7.82 51.87 0.151 1.5 79 14.9 69.1 278 0.565 0.322 5.03 2.69 28.4 12.246 7.1 35.5 6.17 0.34 6.50 51.87 0.125 1.6 85 14.0 60.3 395 0.030 4.32 1.94 16.2 14.084 6.5 22.7 4.52 0.31 4.83 51.87 0.093 1.7 90 13.1 53.4 309 0.025 3.98 1.79 6.9 15.660 6.0 12.9 2.90 0.30 3.21 51.87 0.062 1.7 94 12.5 48.2 234 1.670 3.719 3.72 1.67 0 16.937 5.6 5.6 1.39 0.30 1.69 51.87 0.033 1.7 PETERSON STREHLE MARTINSON, INC. Load Case 2 Page 7 ( i PETERSON STREHLE MARTINSON, INC. JOB: CO5162 Tigard NE Consulting Engineers DATE May 13, 2005 BY: rsk 2200 6th Ave Suite 601 Seattle, WA 98121 SUBJECT: Fill Calculations Office (206) 622-4580 / Fax (206) 622-0422 _ SITE: Tigard NE PT87 Fill Calculations Elevation Area of fill Area OK / (ft) (inZ ) I inside Fill Cak Fail pole ( 94 18.5 190.5 9.7% OK 79 30.8 274.1 11.2% OK 79 43.7 274.1 15.9% OK O 43.7 929.9 4.7% OK O 43.7 929.9 4.7% OK O 43.7 929.9 4.7% OK 0 43.7 929.9 4.7% OK 0 43.7 929.9 4.7% OK O 43.7 929.9 4.7% OK O 43.7 929.9 4.7% OK Maximum Fill: 15.9% Maximum Fill < 50 %, Amount of Coax O.K. PETERSON STREHLE MARTINSON, INC. Fill Calculation Page 8 JOB: r �I Cos \h2 ��(_,,��(�� tr. PETERSON :JTREHLE IIIARTINSON, INC. DATE: ;( t3 BY: PA L- CONSULTING ENGINEERS SUBJECT: Cs )36,u1/4--Aq --. Da- (A vIATC, 2200 SIXTH AVE.,SUITE 601 SEATTLE, WASHINGTON 98121 -V` S-7 OFFICE (206) 622 -4580 / FAX (206) 622 -0422 \C (60 A p. 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' . , ' , W- 1, *.....,,,''. :'• ,."......,,?1,g..r:1,.„--- ,,..:.:.,„.,--,,,,,...i,,-‘.--..:',.....,•. i•._'..-: i ::. - • " • -•. . . - . ,:,.-- ;-,- 'r - ' ' • „ • ... ... 6:.. -....r.., ..,,. • '. " - ......,.....,-,. . ..........-,..- .... ..-,-• .,; BECHTEL CORPORATION _ • 100' MONOPOLE • - .1 .., TIGARD NE, OR 01-03017 0 i . I REVISED STAMPD PERMIT DRA WINGS ..„ . ... , _ .,.. . ....,. , , .... , ... _• r7.1.0 . ...■., , . . ,.^ . , ' ...'...., . . . ------- - , .... . ''' ''' ' ' i:011:7'. .. ''','' ' ''' ''' .. . '..: . . .. ', ' :' ': ''2.,:'41)..A''N...T1'.1,..1'. '..'.. ! 7.: ;1'3', :■,, ''''''''. ' e ' 1 ' ' : ': ...;,,."'' :,,' V,'''''''''''::: ..';'''' ‘',.: : 7' \\.;. , ■ : '' ' ' ' . . ' ''''.. '4'''''' !.. . t: :k.....:.t.'.;:'1';: ':.]:.; i: 'ISSt.;::'.'4, ,':'''!....'4,:' :.:. : ' . .;.. ". -- !: -,,.. ........" ,.. ".: , 1,A*,.:4. : .....1 . c . -. - .:2 -. :7 -- ,... - - - .", - ,,- . ,...-47',:•.,r.,:,-,,°- :,,, f . - .... ,•:. 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Murray S treet 4 '.- s. _A•>,-!■.:..,,,fow.f -L. • '. * r '-' , " *.. •••;• ' --'' 712-258-6690.:* VrraIrr '' -....6 f RECORD D(XUMENT i r -----...- Structural Design Report 100' Monopole located at Tigard NE, OR PT87 prepared for AWS by Sabre Communications Corporation Job #01 -03017 (Revision A) March 19, 2001 Monopole Profile 1A Design Notes 1B Foundation Design 1C Calculations 1 -20 � P Ep P ROFE SS. Prepared by ��� F: R o g 6 63 � r Checked by /. Le Approved by S TT" -- or" /, ,/ OREGON 3 ' �� ` s en/. 14. ‘c) P �v � %/AMES \‘-‘ • .. EXPIRATION DATE: (0 be A C labre Job Information C Co po t1ot • CaparoNon Pole : 01 -03017p, Page: 1A Description : 95' Monopole + 5' Platform Date: 03/19/01 Client : AWS Prepared By: ARN Location : PT87 Tigard NE, OR Type : 18 Sides Slip Joints Revision A Copyright Semen Engineering Solutions, Inc Height :(ft) 94.000 Taper: 0.2060 (in/ft) Sections Properties Section Diameter (in) Overlap Steel 94' -0" S haft Length Accross Flats Thick Joint Length Grade Section (ft) Top Bottom Type i ) P (in) YP (in) (ksi) 89 . -0 . 1 53.500 23.84 34.86 0.313 0.000 65 2 44.000 16.00 25.06 0.250 Slip Joint 42.000 65 Discrete Appurtenance Attach Force 79' -0" 1 1 1 1 94.000 99.000 Platform Qt Platform on Eley (ft) Elev 94.000 99.000 Panel 12 . ALP 9212 89.000 89.000 Platform 1 Platform 89.000 89.000 Panel 12 ALP 9212 44'-0" 79.000 79.000 Platform 1 114' hick 79.000 79.000 Panel 12 ALP 921 S�� - FINEE:•9 s 'in (65 KSI) 3 Linear Appurtenance � • • ' PE • r Elev (ft) Expose. 1 " / � / 1 / From To Description To WI.: _4 t 0.000 79.000 (12) 1-5/8" lines No • OREGON 0.000 89.000 (12) 1-5/8" lines No \• <.>,,` \ - , 0.000 94.000 (12) 1-5/8" lines No \` M � - - (`N�' 53'x" J Load Cases / Deflection jEXPIRATION DATE&I) 0 t 42.00" Attach Translation Rotation 1 50'-0" • • 94' -0" Load Case Elev (ft) (in) (deg) • No Ice No Ice Wind Speed = 90.00 mph w/ No Ice 94.000 61.84 5.793 89.000 55.81 -5.708 79.000 44.17 -5.363 Twist/Sway, Twist/Sway Wind Speed = 50.00 mph w/ No Ice 94.000 19.14 -1.793 89.000 17.28 -1.768 79.000 13.67 -1.660 53'6" Reactions 5/16" Thick Moment Shear Axial (65 KSI) Load Case (KIP (Kips) (Kips) - •• • • • • No Ice . . 1,166.433 14.854 .. . - 20.602 . • Twist/Sway 360.639 4.585 - 20.639 Vii ;.. Note: Elevations shown are above top of concrete. 0'0" I I v Information contained herein is the sole property of Sabre Communications Corporation. constitutes a trade secret as defined by Iowa Code Ch. 550 and shall not be reproduced. copied or used in whole or part for any purpose whatsoever without the prior written consent of Sabre Communications Corp. 2101 Murray St - P.O. Box 658 - Sioux City, IA 51102 -0658 - Phone 712.258.6690 - Fax 712 258.8250 /, Job No.: 01 03017A o abre Page: 1B ✓ °"` Date: 03 /19/01 Prepared By: ARN I Customer: AWS I Site: Tigard NE, OR PT87 100' Monopole designed for a basic wind speed of 90 mph + 1/2" ice, in accordance with ANSI/TINEIA 222 -F Antenna loading per page 1. Monopole Design Notes 1. All pole walls are in accordance with ASTM A572 grade 65, or equal. II 2. Use (8) #18J x 7' -0" long anchor bolts with 3/8" thick template at top and bottom (3 nuts and 2 flatwashers at top, and 2 nuts at bottom, per anchor bolt). NO WELDING. Anchor bolts material per ASTM A615 Grade 75. 3. The anchor bolt circle has a 41" diameter. 4. Base plate is 1.75" thick x 47" diameter, ASTM A633 grade E (Fy = 60 ksi). 5. Due to the 25% reduction in wind pressure, which is allowed by the 222 -F standard when considering ice accumulation (section 2.3.16), the ice case does not control the design of any tower member or the foundations. iD PROFFS V ( �L,INEER 0 /0 2 Cr/ 6 •`''E r r i Cr (/�: j ; ,' \\ O '� r \ i\ S e �9 v \ v j Pt. 14. O � ��MES 1 EXPIRATION DATE:(( / -1tt G)-1 Information contained herein is the sole property of Sabre Communications Corporation, constitutes a trade secret as defined by Iowa Code Ch. 550 and shall not be reproduced, copied or used in whole or part for any purpose whatsoever without the prior written consent of Sabre Communications Corporation. 2101 Murray St - P.O. Box 658 - Sioux City, IA 51102 -0658 - Phone 712.258.6690 - Fax 712.258.8250 No.: 01- 03017A 0 • a re Page: 1 C Communications Date: 3 - - � Corporation By: ARN Revisi Customer: AWS / c,\ Nc;Irar:e \ S, Site: Tigard NE, OR PT87 , ,C./ \ 1, 100 ft. Monopole at I/ i 6' ; o7 �\ .1 90 mph Wind + 1/2" Ice per ANSI/TIA/EIA- 222 -F -1996 1 -' 7 - - L i Antenna Loading per Page 1 t i Ur O / `j AME S A \ V. 5'-0" 1 o [EXPIRATION DATE (; / (. Grade — Dia. Notes: y 1). Concrete shall have a minimum r 28 -day compressive strength of IHhII = 111111- ^ A 4000 PSI, in accordance with ACI 318 -99. I- I 2). Rebars per ASTM Gr. 60 r 3). The foundation design is based on the - geotechnical report by Redmond & I- M Associates, Project No. 110.149.G, Dated September 15, 2000. in 4). Use (8) #18J anchor bolts, in accordance with ASTM A615, grade 75. I- I Y L � - -- - - - ° - - T - - 5). 3" minimum concrete cover. r 1 t 1 N 6). See the geotechnical report for I compaction requirements. — �_ �_—-- a---- i-- d - -� --° v v IC 17'-0" )I ELEVATION VIEW (29.67 Cu. Yds. each) Rebar Schedule per Pad and Pier (1 REQUIRED) Pier (16) #9 vertical rebar w/hooks at bottom wl#4 ties @ 12" spacing Pad (18) #7 horizontal rebar evenly spaced each way top and bottom (72 Total) • • • formation contained herein is the sole property of Sabre Communications Corporation. constitutes a trade secret as defined by Iowa Code Ch. 550 and shall not be reproduced, copied or used in whole or part for any purpose whatsoever without the prior written consent of Sabre Communications Corporation. 2101 Murray St - P.O. Box 658 - Sioux City, IA 51102 -0658 - Phone 712.258.6690 - Fax 712.258.8250 tt Pole : 01 -03017k AWS Copyright Semaan Engineering Solutions, Inc Location: PT87 Tigard NE, OR Y 3/1912001 1:57:36 Height : 94.00 (ft) Base Elev : 0.000 (ft) Page: 1 Shape : 18 Sides Base Dia : 34.86 (in) Top Dia : 16.00 (in) A Taper : 0.206 (inlft) X , ' naft Section Properties Slip Bottom Top 'ct Length Thick Fy Joint Joint Weight Dia Elev Area Ix Wit D/t Dia Elev Area Ix Wit D/t Tapes im (ft) (In) (ksi) Type Len (in) (Ib) (in) (ft) (inA2) (inA4) Ratio Ratio (in) (ft) (in "2) (InA4) Ratio Ratio (in/ft) 53.500 0.3130 65 0.00 5,252 34.86 0.000 34.32 5176.9 17.88 111.3 23.84 53.50 23.38 1635.1 11.67 76.18 0.20 44.000 0.2500 65 Slip Joint 42.00 2,410 25.06 50.00 19.69 1531.7 15.91 100.2 16.00 94.00 12.50 391.7 9.52 64.00 0.20 Shaft Weight 7,662 iscrete Appurtenance Properties kttach No Ice Ice Distance Vert ?rev Weight CaAa CaAa Weight CaAa CaAa From Face X Angle Ecc ;ft) Description Qty (Ib) (sf) Factor (Ib) (sf) Factor (ft) (deg) (ft) 4.00 Platform 1 3000.00 37.850 1.00 0.00 0.000 1.00 0.000 0.00 5.000 4.00 ALP 9212 12 26.70 2.680 1.00 0.00 0.000 1.00 0.000 0.00 5.000 9.00 Platform 1 3000.00 37.850 1.00 0.00 0.000 1.00 0.000 0.00 0.000 9.00 ALP 9212 12 26.70 2.680 1.00 0.00 0.000 1.00 0.000 0.00 0.000 9.00 Platform 1 3000.00 37.850 1.00 0.00 0.000 1.00 0.000 0.00 0.000 9.00 ALP 9212 12 26.70 2.680 1.00 0.00 0.000 1.00 0.000 0.00 0.000 Totals 39 9080.10 0.00 Number of Appurtenances : 6 ' inear Appurtenance Properties Elev Elev - No Ice - Ice = rom To Weight CaAa Weight CaAa Exposed (ft) (ft) Description (Ib/ft) (sf/ft) (Iblft) (sf/ft) To Wind 0.00 79.00 (12) 1-5/8" lines 12.48 0.00 0.00 0.00 N 0.00 89.00 (12) 1-518" lines 12.48 0.00 0.00 0.00 N 0.00 94.00 (12) 1 -5/8" lines 12.48 0.00 0.00 0.00 N Total Weight 9,809.28 0.00 • Pol : 01-03017A AWS Copyright Semaan Engineering So lutions, Inc Location: PT87 Tigard NE, OR Y 3/19/2001 1:57:38 Height : 94.00 (ft) Base Elev : 0.000 (ft) Page: 2 Shape : 18 Sides Base Dia : 34.86 (in) Top Dia : 16.00 (in) A Taper : 0.206 (in /ft) X 3gment Properties (Max Len : 5 ft) .eg Thick Dia Area Ix W/t D/t Fy Fb Weight ft) Description (in) (in) (in "2) (in "4) Ratio Ratio (ksi) (ksi) (lb) )0 0.3130 34.864 34.324 5,176.9 17.88 111.39 65 52 0.0 )0 0.3130 33.834 33.301 4,727.6 17.30 108.10 65 52 575.3 .00 0.3130 32.804 32.277 4,305.0 16.72 104.81 65 52 557.9 .00 0.3130 31.774 31.254 3,908.5 16.14 101.51 65 52 540.5 :.00 0.3130 30.744 30.231 3,537.0 15.56 98.22 65 52 523.1 ..00 0.3130 29.714 29.208 3,189.9 14.98 94.93 65 52 505.6 ■.00 0.3130 28.684 28.184 2,866.2 14.40 91.64 65 52 488.2 1.00 0.3130 27.654 27.161 2,565.3 13.82 88.35 65 52 470.8 1.00 0.3130 26.624 26.138 2,286.1 13.24 85.06 65 52 453.4 1.00 0.3130 25.594 25.115 2,028.0 12.65 81.77 65 52 436.0 1.00 Bot - Section 2 0.3130 24.564 24.092 1,790.1 12.07 78.48 65 52 418.6 1.50 Top - Section 1 0.2500 24.343 19.117 1,402.0 15.41 97.37 65 52 513.7 5.00 0.2500 24.034 18.872 1,348.8 15.19 96.14 65 52 97.0 ).00 0.2500 23.004 18.055 1,181.0 14.46 92.02 65 52 314.1 5.00 0.2500 21.974 17.237 1,027.8 13.74 87.90 65 52 300.2 ).00 0.2500 20.944 16.420 888.4 13.01 83.78 65 52 286.3 5.00 0.2500 19.914 15.603 762.3 12.28 79.66 65 52 272.4 1.00 0.2500 19.090 14.949 670.4 11.70 76.36 65 52 207.9 ).00 0.2500 18.884 14.786 648.6 11.56 75.54 65 52 50.6 5.00 0.2500 17.854 13.968 546.9 10.83 71.42 65 52 244.6 1.00 0.2500 17.030 13.314 473.7 10.25 68.12 65 52 185.7 ).00 0.2500 16.824 13.151 456.4 10.10 67.30 65 52 45.0 1.00 0.2500 16.000 12.497 391.7 9.52 64.00 65 52 174.6 7,661.5 • 6 Pole : 01-03017A AWS copyright Semaan Engineering Solutions, Inc Location: PT87 Tigard NE, OR Y 3/19/2001 1:57:38 Height : 94.00 (ft) Base Elev : 0.000 (ft) Page: 3 Shape : 18 Sides Base Dia : 34.86 (in) Top Dia : 16.00 (In) / -5A Taper : 0.206 (Inlft) X i t Load Case: No Ice 90 mph - No Ice 5 Iterations •3ust Response Factor : 1.69 Effective Wind Speed : 90.00 (mph) 1 Dead Load Factor : 1.00 Wind Load Factor : 1.00 ``` 1 ;haft Forces ;eg Top Wind Wind Elev qz qzGh C Tributary Aa CfAa Force X Force Z Weigh (ft) Description Kz (psf) (psf) (mph -ft) Cf (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 1.00 20.73 35.04 261.48 0.650 0.00 0.000 0.000 0.00 0.00 0. 5.00 1.00 20.73 35.04 253.76 0.650 5.00 14.312 9.303 326.01 0.00 575. 10.00 1.00 20.73 35.04 246.03 0.650 5.00 13.883 9.024 316.23 0.00 557. 15.00 1.00 20.73 35.04 238.30 0.650 5.00 13.454 8.745 306.46 0.00 540. 20.00 1.00 20.73 35.04 230.58 0.650 5.00 13.025 8.466 296.68 0.00 523. 25.00 1.00 20.73 35.04 222.85 0.650 5.00 12.595 8.187 286.90 0.00 505. 30.00 1.00 20.73 35.04 215.13 0.650 5.00 12.166 7.908 277.13 0.00 488. 35.00 1.01 21.08 35.63 209.16 0.650 5.00 11.737 7.629 271.89 0.00 470. . 40.00 1.05 21.90 37.02 205.24 0.650 5.00 11.308 7.350 272.13 0.00 453. 45.00 1.09 22.65 38.29 200.65 0.650 5.00 10.879 7.071 270.76 0.00 436. 50.00 Bot - Section 2 1.12 23.35 39.46 195.50 0.650 5.00 10.450 6.792 268.03 0.00 418. 53.50 Top -Section 1 1.14 23.80 40.23 191.60 0.650 3.50 7.205 4.683 188.42 0.00 513. 55.00 1.15 23.99 40.55 193.90 0.650 1.50 3.024 1.965 79.69 0.00 97. 60.00 1.18 24.59 41.57 187.91 0.650 5.00 9.800 6.370 264.80 0.00 314. 65.00 1.21 25.16 42.53 181.56 0.650 5.00 9.370 6.091 259.06 0.00 300. 70.00 1.24 25.70 43.44 174.89 0.650 5.00 8.941 5.812 252.48 0.00 286. 75.00 1.26 26.21 44.30 167.94 0.650 5.00 8.512 5.533 245.15 0.00 272.. 79.00 Appertunance(s) 1.28 26.61 44.97 162.19 0.650 4.00 6.501 4.225 190.02 0.00 207. 80.00 1.28 26.70 45.13 160.73 0.650 1.00 1.582 1.028 46.42 0.00 50. 85.00 1.31 27.17 45.92 153.28 0.650 5.00 7.654 4.975 228.46 0.00 244. 89.00 Appertunance(s) 1.32 27.53 46.52 147.17 0.650 4.00 5.814 3.779 175.84 0.00 185. 90.00 1.33 27.62 46.67 145.63 0.650 1.00 1.411 0.917 42.80 0.00 45. 94.00 Appertunance(s) 1.34 27.96 47.26 139.36 0.650 4.00 5.471 3.556 168.06 0.00 174. Totals: 94.00 5,033.41 0.00 7,661.: Pole : 01 -03017 A AWS Copyright Semaan Engineering Solutions, lnc Location: PT87 Tigard NE, OR 3/1912001 1:57:39 Height : 94.00 (ft) Base Elev : 0.000 (ft) Page: 4 Shape : 18 Sides Base Dia : 34.86 (in) Top Dia : 16.00 (in) Taper : 0.206 (In/ft) x .oad Case: No Ice 90 mph - No Ice 5 Iterations ust Response Factor : 1.69 Effective Wind Speed : 90.00 (mph) Dead Load Factor : 1.00 Wind Load Factor : 1.00 screte Appurtenance Forces Total Horiz Vert Wind Wind Mom Mom Mom ev qz qzGh t:aAa CaAa Ecc Ecc X Angle Force X Force Z X Y Z Weight 1) Description Qty (psf) (psf) (sf) Factor (ft) (ft) (deg) (lb) (Ib) (Ib-ft) (Ib -ft) (Ib -ft) (Ib) 1.00 Platform 1 26.61 44.97 37.850 1.000 0.000 0.0 0.0 1702.13 0.00 0.00 0.00 0.00 3000. 1.00 ALP 9212 12 26.61 44.97 32.160 1.000 0.000 0.0 0.0 1446.26 0.00 0.00 0.00 0.00 320. 19.00 Platform 1 27.53 46.52 37.850 1.000 0.000 0.0 0.0 1761.10 0.00 0.00 0.00 0.00 3000. 19.00 ALP 9212 12 27.53 46.52 32.160 1.000 0.000 0.0 0.0 1496.36 0.00 0.00 0.00 0.00 320. ►4.00 Platform 1 28.38 47.96 37.850 1.000 0.000 5.0 0.0 1815.51 0.00 0.00 0.00 9077.54 3000. 14.00 ALP 9212 12 28.38 47.96 . 32.160 1.000 0.000 5.0 0.0 1542.58 0.00 0.00 0.00 7712.91 320. 9,763.94 0.00 9,961. 8 p Pole : 01 -03017 A AWS Copyright Semen Engineering Solutions, Inc Location: PT87 Tigard NE, OR Y 3/19/2001 1:57:39 Height : 94.00 (ft) Base Eiev : 0.000 (ft) Page: 5 Shape : 18 Sides Base Dia : 34.86 (in) Top Dia : 16.00 (in) �--'5A Taper : 0.206 (in /ft) x I Load Case: No Ice 90 mph - No Ice 5 Iterations 3ust Response Factor : 1.69 Effective Wind Speed : 90.00 (mph) Dead Load Factor : 1.00 r Wind Load Factor : 1.00 inear Appurtenance Forces Seg Applied Wind Wind Eiev Exposed Length Weight CaAa qz Force X Force Z Weight (ft) Description To Wind (ft) (Ib/ft) (sf/ft) (psf) (Ib) (Ib) (Ib) 5.00 (12) 1-5/8" lines No 5.00 12.48 0.00 20.736 0.00 0.00 62.41 5.00 (12) 1 -5/8" lines No 5.00 12.48 0.00 20.736 0.00 0.00 62.41 5.00 (12)1 -518" lines No 5.00 12.48 0.00 20.736 0.00 0.00 62.41 10.00 (12) 1-5/8" lines No 5.00 12.48 0.00 20.736 0.00 0.00 62.41 10.00 (12) 1-5/8" Tines No 5.00 12.48 0.00 20.736 0.00 0.00 62.41 10.00 (12) 1-5/8" lines No 5.00 12.48 0.00 20.736 0.00 0.00 62.41 15.00 (12)1.5/8" lines No 5.00 12.48 0.00 20.736 0.00 0.00 62.41 15.00 (12) 1-518" lines No 5.00 12.48 0.00 20.736 0.00 0.00 62.41 15.00 (12) 1-5/8" lines No 6.00 12.48 0.00 20.736 0.00 0.00 62.41 20.00 (12)1 -518" lines No 5.00 12.48 0.00 20.736 0.00 0.00 62.41 20.00 (12) 1 -5/8" lines No 5.00 12.48 0.00 20.736 0.00 0.00 62.41 20.00 (12)1.5/8" lines No 5.00 12.48 0.00 20.736 0.00 0.00 62.41 25.00 (12) 1.5/8" lines No 5.00 12.48 0.00 20.736 0.00 0.00 62.41 25.00 (12) 1 -5 /8" lines No 5.00 12.48 0.00 20.736 0.00 0.00 62.41 25.00 (12) 1-5/8" lines No 5.00 12.48 0.00 20.736 0.00 0.00 62,41 30.00 (12) 1-5/8" lines No 5.00 12.48 0.00 20.736 0.00 0.00 62.41 30.00 (12) 1-5/8" lines No 5.00 12.48 0.00 20.736 0.00 0.00 62.41 30.00 (12) 1-5/8" lines No 5.00 12.48 0.00 20.736 0.00 0.00 62.4( 35.00 (12) 1 -5/8" lines No 5.00 12.48 0.00 21.088 0.00 0.00 62.4( 35.00 (12)1 -5//8" lines No 5.00 12.48 0.00 21.088 0.00 0.00 62.41 35.00 (12) 1-5/8" lines No 5.00 12.48 0.00 21.088 0.00 0.00 62.41 40.00 (12) 1 -5/8" lines No 5.00 12.48 0.00 21.908 0.00 0.00 62.41 40.00 (12) 1 -5/8" lines No 5.00 12.48 0.00 21.908 0.00 0.00 62.41 40.00 (12) 1 -5/8" lines No 5.00 12.48 0.00 21.908 0.00 0.00 62.41 45.00 (12) 1-5/8" lines No 5.00 12.48 0.00 22.657 0.00 0.00 62.41 45.00 (12) 1-5/8" lines No 5.00 12.48 0.00 22.657 0.00 0.00 62.41 45.00 (12)1 -5/8" lines No 5.00 12.48 0.00 22.657 0.00 0.00 62.41 50.00 (12) 1-5/8" lines No 5.00 12.48 0.00 23.350 0.00 0.00 62.41 50.00 (12)1 -5/8" lines No 5.00 12.48 0.00 23.350 0.00 0.00 62.41 50.00 (12) 1-5/8" lines No 5.00 12.48 0.00 23.350 0.00 0.00 62.44 53.50 (12) 1 -5/8" lines No 3.50 12.48 0.00 23.806 0.00 0.00 43.61 53.50 (12) 1 -5/8" lines No 3.50 12.48 0.00 23.806 0.00 0.00 43.61 53.50 (12) 1-5/8" lines No 3.50 12.48 0.00 23.806 0.00 0.00 43.61 55.00 (12) 1 -5/8" lines No 1.50 12.48 0.00 23.994 0.00 0.00 18.7: 55.00 (12) 1 -5/8" lines No 1.50 12.48 0.00 23.994 0.00 0.00 18.7: 55.00 (12)1-5/8" lines. No 1.50 12.48 . 0.00 23.994 0.00 0.00 18.7: 60.00 (12) 1 -5/8" lines No 5.00 12.48 0.00 24.598 0.00 0.00 . 62.41 60.00 (12) 1 -5/8" lines No 5.00 12.48 0.00 24.598 0.00 0.00 62.41 60.00 (12) 1 -5/8" lines No 5.00 12.48 0.00 24.598 0.00 0.00 62.41 65.00 (12) 1-5/8" lines No 5.00 12.48 0.00 25.167 0.00 0.00 62.41 65.00 (12) 1-5/8" lines No 5.00 12.48 0.00 25.167 0.00 0.00 62.41 65.00 (12) 1-5/8" lines No 5.00 12.48 0.00 25.167 0.00 0.00 62.41 70.00 (12) 1 -5/8" lines No 5.00 12.48 0.00 25.706 0.00 0.00 62.41 70.00 (12) 1-518" lines No 5.00 12.48 0.00 25.706 0.00 0.00 62.41 70.00 (12) 1 lines NO 5.00 12.48 0.00 25.706 0.00 0.00 62.41 75.00 (12)1 -5/8" lines No 5.00 12.48 0.00 26.218 0.00 0.00 62.41 75.00 (12) 1 -518" lines No 5.00 12.48 0.00 26.218 0.00 0.00 62.41 75.00 (12) 1 -518" lines No 5.00 12.48 0.00 26.218 0.00 0.00 62.41 80.00 (12) 1-5/8" lines No 1.00 12.48 0.00 26.706 0.00 0.00 12.41 80.00 (12) 1 -5/8" lines No 1.00 12.48 0.00 26.706 0.00 0.00 12.41 85.00 (12) 1 -5/8" lines No 5.00 12.48 0.00 27.172 0.00 0.00 62.4( Pole : ‘ 01-03017 A AWS Copyright Semaan Engineering Solutions, Inc Location: PTBT Tigard NE, OR Y 3/19/2001 1:57:39 Height : 94.00 (ft) Base Elev : 0.000 (ft) Page: 6 Shape : 18 Sides Base Dia : 34.86 (in) Top Dia : 16.00 (In) A Taper : 0.206 (In /ft) X _oad Case: No Ice 90 mph - No Ice 5 Iterations ;ust Response Factor : 1.69 Effective Wind Speed : 90.00 (mph) Dead Load Factor : 1.00 Wind Load Factor : 1.00 15.00 (12) 1 -5/8" lines No 5.00 12.4 0.00 27.172 0.00 0.00 62.41 10.00 (12) 1 -5/8" lines No 1.00 12.48 0.00 27.620 0.00 0.00 12.41 )4.00 (12) 1 -5/8" lines No 4.00 12.48 0.00 27.965 0.00 0.00 49.9: Totals: 0.00 0.00 3,020.: Pole : 01-0301T& AWS Copyright Semaan Engineering Solutions, Inc Location: PTV' Tigard NE, OR Y 3/1912001 1:57:39 Height : 94.00 (ft) Base Elev : 0.000 (ft) Page: 7 Shape : 18 Sides Base Dia : 34.86 (in) Top Dia : 16.00 (in) ' �5A Taper : 0.206 (In /ft) X Load Case: No Ice 90 mph - No Ice 5 Iterations Gust Response Factor : 1.69 Effective Wind Speed : 90.00 (mph) Dead Load Factor : 1.00 Wind Load Factor : 1.00 ■ppiied Forces Summary Seg X Z Lateral Axial Lateral Moment Torsion Moment Elev Coord Coord FX ( -) FY ( -) FZ MX MY MZ (ft) (ft) (ft) (Ib) (Ib) (Ib) (Ib -ft) (lb -ft) (lb -ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 326.01 762.48 0.00 0.00 0.00 0.00 10.00 0.00 0.00 316.23 745.07 0.00 0.00 0.00 0.00 15.00 0.00 0.00 306.46 727.66 0.00 0.00 0.00 0.00 20.00 0.00 0.00 296.68 710.25 0.00 0.00 0.00 0.00 25.00 0.00 0.00 286.90 692.84 0.00 0.00 0.00 0.00 30.00 0.00 0.00 277.13 675.43 0.00 0.00 0.00 0.00 35.00 0.00 0.00 271.89 658.02 0.00 0.00 0.00 0.00 40.00 0.00 0.00 272.13 640.61 0.00 0.00 0.00 0.00 45.00 0.00 0.00 270.76 623.21 0.00 0.00 0.00 0.00 50.00 0.00 0.00 268.03 605.80 0.00 0.00 0.00 0.00 53.50 0.00 0.00 188.42 644.78 0.00 0.00 0.00 0.00 55.00 0.00 0.00 79.69 153.11 0.00 0.00 0.00 0.00 60.00 0.00 0.00 264.80 501.33 0.00 0.00 0.00 0.00 65.00 0.00 0.00 259.06 487.43 0.00 0.00 0.00 0.00 70.00 0.00 0.00 252.48 473.52 0.00 0.00 0.00 0.00 75.00 0.00 0.00 245.15 459.62 0.00 0.00 0.00 0.00 79.00 0.00 0.00 3,338.41 3,528.32 0.00 0.00 0.00 0.00 80.00 0.00 0.00 46.42 75.55 0.00 0.00 0.00 0.00 85.00 0.00 0.00 228.46 369.41 0.00 0.00 0.00 0.00 89.00 0.00 0.00 3,433.29 3,506.07 0.00 0.00 0.00 0.00 90.00 0.00 0.00 42.80 57.51 0.00 0.00 0.00 0.00 94.00 0.00 0.00 3,526.14 3,544.87 0.00 0.00 0.00 16,790.44 Totals: 14,797.34 20,642.89 0.00 0.00 0.00 16,790.44 Pole : 01 -03017A AWS Copyright Semaan Engineering Solutions, Inc Location: PT87 Tigard NE, OR 3/19/2001 1:57:39 Height : 94.00 (ft) Base Elev : 0.000 (ft) Page: 8 Shape : 18 Sides Base Dia : 34.86 (in) Top Dla : 16.00 (in) A Taper : 0.206 (inlft) Y X _oad Case: No Ice 90 mph - No Ice 5 Iterations Just Response Factor : 1.69 Effective Wind Speed : 90.00 (mph) Dead Load Factor : 1.00 Wind Load Factor : 1.00 alculated Forces and Deflections Seg Lateral Axial Lateral Moment Torsion Moment X Z Total Elev FX ( -) FY ( -) FZ MX MY MZ Deflect Deflect Deflect Rotatla (ft) (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (in) (in) (in) (deg) 0.00 14.854 20.602 0.000 0.112 0.101 1,166.433 0.000 0.000 0.000 0.000 5.00 14.854 19.761 0.000 0.111 0.101 1,092.148 -0.164 0.000 0.164 -0.31( 10.00 14.634 18.938 0.000 0.140 0.101 1,018.932 -0.657 0.000 0.657 -0.62f 15.00 14.418 18.133 0.001 0.195 0.100 946.764 -1.487 0.000 1.487 -0.952 20.00 14.206 17.348 0.003 0.269 0.098 875.629 -2.661 0.000 2.661 -1.28: 25.00 13.997 16.580 0.005 0.359 0.096 805.508 -4.185 -0.001 4.185 -1.622 30.00 13.792 15.832 0.007 0.457 0.092 736.385 -6.067 -0.001 6.067 -1.96€ 35.00 13.589 15.103 0.010 0.557 0.088 668.245 -8.311 -0.002 8.311 -2.31: 40.00 13.386 14.394 0.013 0.653 0.083 601.097 - 10.920 -0.003 10.920 .2.667 45.00 13.175 13.706 0.016 0.737 0.076 534.979 - 13.900 -0.005 13.900 -3.02C 50.00 12.958 13.050 0.020 0.802 0.070 469.919 - 17.250 -0.007 17.250 -3.372 53.50 12.724 12.379 0.024 0.856 0.067 425.183 - 19.820 -0.008 19.820 -3.622 55.00 12.535 12.176 0.026 0.896 0.059 406.293 - 20.970 -0.009 20.970 -3.73C 60.00 12.500 11.612 0.029 0.860 0.049 343.480 - 25.090 -0.013 25.090 -4.12! 65.00 12.280 11.069 0.035 0.840 0.037 281.746 - 29.620 -0.017 29.620 -4.502 70.00 12.055 10.551 0.040 0.767 0.026 221.119 - 34.520 -0.023 34.520 -4.85C 75.00 11.825 10.063 0.045 0.637 0.017 161.628 - 39.760 -0.030 39.760 -5.157 79.00 11.585 6.839 0.049 0.497 0.015 114.991 - 44.170 -0.036 44.170 -5.362 80.00 7.952 6.751 0.035 0.483 0.007 106.987 - 45.300 -0.038 45.300 -5.41C 85.00 7.914 6.385 0.036 0.315 0.001 67.155 - 51.070 -0.047 51.070 -5.601 89.00 7.667 3.230 0.037 0.177 0.000 36.282 - 55.810 -0.055 55.810 -5.701 90.00 3.909 3.174 0.019 0.160 0.003 32.347 - 57.010 -0.057 57.010 -5.729 94.00 3.863 0.000 0.019 0.082 0.000 16.790 - 61.840 -0.065 61.840 -5.792 0. t Pole : 01 -03017 A AWS Copynghl Semaen Engineering Solutions, Inc Location: PT87 Tigard NE, OR JY:9:-IdIX 3/1912001 1:57:39 Height : 94.00 (ft) Base Elev : 0.000 (ft) Page: 9 Shape : 18 Sides • Base Dia : 34.86 (in) Top Dia : 16.00 (in) Taper : 0.206 (inlft) Load Case: No Ice 90 mph - No Ice 5 Iterations Gust Response Factor : 1.69 Effective Wind Speed : 90.00 (mph) Dead Load Factor : 1.00 Wind Load Factor : 1.00 ;atculated Stresses Seg Applied- Stresses Allowable May Axial (Y) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) Stress (ft) (ksi) (ksi) (ksl) (ksi) (ksi) (ksi) (ksi) (ksi) Ratio 0.00 0.600 0.872 0.000 0.002 0.005 47.859 48.483 52.0 0.933 5.00 0.593 0.899 0.000 0.002 0.005 47.621 48.239 52.0 0.928 10.00 0.587 0.914 0.000 0.002 0.007 47.304 47.917 52.0 0.922 15.00 0.580 0.930 0.000 0.002 0.010 46.893 47.501 52.0 0.914 20.00 0.574 0.947 0.000 0.003 0.014 46.371 46.973 52.0 0.904 25.00 0.568 0.966 0.000 0.003 0.020 45.715 46.313 52.0 0.891 30.00 0.562 0.986 0.000 0.003 0.028 44.899 45.493 52.0 0.875 35.00 0.556 1.008 0.001 0.003 0.037 43.890 44.480 52.0 0.856 40.00 0.551 1.032 0.001 0.003 0.046 42.650 43.238 52.0 0.832 45.00 0.546 1.057 0.001 0.003 0.057 41.134 41.720 52.0 0.803 50.00 0.542 1.084 0.002 0.003 0.067 39.287 39.873 52.0 0.767 53.50 0.648 1.341 0.003 0.004 0.091 44.977 45.684 52.0 0.879 55.00 0.645 1.339 0.003 0.003 0.097 44.109 44.814 52.0 0.862 60.00 0.643 1.395 0.003 0.003 0.102 40.761 41.475 52.0 0.798 65.00 0.642 1.436 0.004 0.002 0.109 36.700 37.425 52.0 0.720 70.00 0.643 1.480 0.005 0.002 0.110 31.759 32.503 52.0 0.625 75.00 0.645 1.527 0.006 0.001 0.101 25.726 26.504 52.0 0.510 79.00 0.457 1.562 0.007 0.001 0.086 19.950 20.586 52.0 0.396 80.00 0.457 1.084 0.005 0.001 0.086 18.977 19.524 52.0 0.376 85.00 0.457 1.142 0.005 0.000 0.063 13.357 13.955 52.0 0.268 89.00 0.243 1.161 0.006 0.000 0.039 7.948 8.434 52.0 0.162 90.00 0.241 0.599 0.003 0.000 0.036 7.264 7.577 52.0 0.146 94.00 0.000 0.623 0.003 0.000 0.020 4.179 4.316 52.0 0.083 • Pole : 01-03017 A AWS Copyright Semen Engineering Solutions, Inc Location: PT87 Tigard NE, OR Y 3/19/2001 1:57:39 Height : 94.00 (ft) Base Elev : 0.000 (ft) Page: 10 Shape : 18 Sides Base Dia : 34.86 (in) Top Dia : 16.00 (in) �- A Taper : 0.206 (inlft) x _oad Case: TwistiSway 50 mph - No Ice 5 Iterations ;ust Response Factor : 1.69 Effective Wind Speed : 50.00 (mph) Dead Load Factor : 1.00 Wind Load Factor : 1.00 naft Forces ag Top Wind Wind _lev qz qzGh C Tributary Aa CfAa Force X Force Z Weigh (ft) Description Hz (psi) (psf) (mph -ft) Cf (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 1.00 6.400 10.81 145.27 0.650 0.00 0.000 0.000 0.00 0.00 0. 5.00 1.00 6.400 10.81 140.98 0.650 5.00 14.312 9.303 100.62 0.00 575. 10.00 1.00 6.400 10.81 136.68 0.650 5.00 13.883 9.024 97.60 0.00 557. 15.00 1.00 6.400 10.81 132.39 0.650 5.00 13.454 8.745 94.59 0.00 540. 20.00 1.00 6.400 10.81 128.10 0.650 5.00 13.025 8.466 91.57 0.00 523. 25.00 1.00 6.400 10.81 123.81 0.650 5.00 12.595 8.187 88.55 0.00 505. 30.00 1.00 6.400 10.81 119.52 0.650 5.00 12.166 7.908 85.53 0.00 488. 35.00 1.01 6.509 10.99 116.20 0.650 5.00 11.737 7.629 83.92 0.00 470. 10.00 1.05 6.762 11.42 114.02 0.650 5.00 11.308 7.350 83.99 0.00 453: 15.00 1.09 6.993 11.81 111.47 0.650 5.00 10.879 7.071 83.57 0.00 436. 50.00 Bot - Section 2 1.12 7.207 12.17 108.61 0.650 5.00 10.450 6.792 82.73 0.00 418. 53.50 Top - Section 1 1.14 7.347 12.41 106.45 0.650 3.50 7.205 4.683 58.15 0.00 513. 55.00 1.15 7.406 12.51 107.72 0.650 1.50 3.024 1.965 24.60 0.00 97. 5 0.00 1.18 7.592 12.83 104.40 0.650 5.00 9.800 6.370 81.73 0.00 314. 35.00 1.21 7.768 13.12 100.87 0.650 5.00 9.370 6.091 79.96 0.00 300. 70.00 1.24 7.934 13.40 97.16 0.650 5.00 8.941 5.812 77.93 0.00 286. 75.00 1.26 8.092 13.67 93.30 0.650 5.00 8.512 5.533 75.66 0.00 272.. 79.00 Appertunance(s) 1.28 8.213 13.88 90.11 0.650 4.00 6.501 4.225 58.65 0.00 207. 30.00 1.28 8.242 13.93 89.29 0.650 1.00 1.582 1.028 14.33 0.00 50. 35.00 1.31 8.387 14.17 85.16 0.650 5.00 7.654 4.975 70.51 0.00 244. 39.00 Appertunance(s) 1.32 8.497 14.36 81.76 0.650 4.00 5.814 3.779 54.27 0.00 185. 30.00 1.33 8.525 14.40 80.90 0.650 1.00 1.411 0.917 13.21 0.00 45. X4.00 Appertunance(s) 1.34 8.631 14.58 77.42 0.650 4.00 5.471 3.556 51.87 0.00 174. Totals: 94.00 1,553.52 0.00 7,661.: 1 Pole : 01 -03017 A AWS Copyright Semean Engineering So/adorn, Inc Location: PT87 Tigard NE, OR 3/19/2001 1:57:40 Height : 94.00 (ft) Base Elev : 0.000 (ft) Page: 11 Shape : 18 Sides Base Dia : 34.86 (in) Top Dia : 16.00 (in) A Taper : 0.206 (in /ft) Load Case: Twist/Sway 50 mph - No Ice 5 Iterations Gust Response Factor : 1.69 Effective Wind Speed : 50.00 (mph) Dead Load Factor : 1.00 Wind Load Factor : 1.00 tt )iscrete Appurtenance Forces Total Horiz Vert Wind Wind Mom Mom Mom Elev qz qzGh I. aAa CaAa Ecc Ecc X Angle Force X Force Z X Y Z Weight (ft) Description Qty (psf) (psf) (sf) Factor (ft) (ft) (deg) (Ib) (Ib) (Ib -ft) (lb -ft) (Ib -ft) (Ib) 79.00 Platform 1 8.213 13.88 37.850 1.000 0.000 0.0 0.0 525.35 0.00 0.00 0.00 0.00 3000. I 79.00 ALP 9212 12 8.213 13.88 32.160 1.000 0.000 0.0 0.0 446.38 0.00 0.00 0.00 0.00 320. 89.00 Platform 1 8.497 14.36 37.850 1.000 0.000 0.0 0.0 543.55 0.00 0.00 0.00 0.00 3000. 89.00 ALP 9212 12 8.497 14.36 32.160 1.000 0.000 0.0 0.0 461.84 0.00 0.00 0.00 0.00 320. 94.00 Platform 1 8.760 14.80 37.850 1.000 0.000 5.0 0.0 560.34 0.00 0.00 0.00 2801.71 3000. 94.00 ALP 9212 12 8.760 14.80 32.160 1.000 0.000 5.0 0.0 476.11 0.00 0.00 0.00 2380.53 320. 3,013.56 0.00 9,961. Pole : 01 - 03017A AWS Copyright Semaan Engineering Solutions, Inc Location: PT87 Tigard NE, OR Y 3/19/2001 1:57:40 Height : 94.00 (ft) Base Elev : 0.000 (ft) Page: 12 Shape : 18 Sides Base Dia : 34.86 (in) Top Dia : 16.00 (in) '- }A Taper : 0.206 (in /ft) X _oad Case: TwisUSway 50 mph - No Ice 5 Iterations ust Response Factor : 1.69 Effective Wind Speed : 50.00 (mph) Dead Load Factor : 1.00 Wind Load Factor : 1.00 near Appurtenance Forces Seg Applied Wind Wind _Iev Exposed Length Weight CaAa qz Force X Force Z Weight (ft) Description To Wind (ft) (Ib /ft) (sflft) (psf) (Ib) (Ib) (Ib) 5.00 (12) 1-5/8" lines No 5.00 12.48 0.00 6.400 0.00 0.00 62.41 5.00 (12) 1-518" lines No 5.00 12.48 0.00 6.400 0.00 0.00 62.41 5.00 (12) 1-5/8" lines No 5.00 12.48 0.00 6.400 0.00 0.00 62.41 10.00 (12) 1 -5/8" lines No 5.00 12.48 0.00 6.400 0.00 0.00 62.41 10.00 (12) - 5/8" lines No 5.00 12.48 0.00 6.400 0.00 0.00 62.44 10.00 (12) 1-5/8" lines No 5.00 12.48 0.00 6.400 0.00 0.00 62.41 15.00 (12) 1-5/8" lines No 5.00 12.48 0.00 6.400 0.00 0.00 62.41 15.00 (12) 1 -5/8" lines No 5.00 12.48 0.00 6.400 0.00 0.00 62.41 15.00 (12) 1-5/8" lines No 5.00 12.48 0.00 6.400 0.00 0.00 62.41 20.00 (12) 1 -5/8" lines No 5.00 12.48 0.00 6.400 0.00 0.00 62.41 20.00 (12)1 -5/8" lines No 5.00 12.48 0.00 6.400 0.00 0.00 62.41 20.00 (12) 1-5/8" lines No 5.00 12.48 0.00 6.400 0.00 0.00 62.41 25.00 (12) 1-5/8" lines No 5.00 12.48 0.00 6.400 0.00 0.00 62.44 25.00 (12) 1 -5/8" lines No 5.00 12.48 0.00 6.400 0.00 0.00 62.41 25.00 (12) 1-5/8" lines No 5.00 12.48 0.00 6.400 0.00 0.00 62.41 30.00 (12) 1 -5/8" lines No 5.00 12.48 0.00 6.400 0.00 0.00 62.41 30.00 (12) 1 -5/8" lines No 5.00 12.48 0.00 6.400 0.00 0.00 62.44 30.00 (12) 1 -518" lines No 5.00 12.48 0.00 6.400 0.00 0.00 62.41 35.00 (12) 1 -5/8" lines No 5.00 12.48 0.00 6.509 0.00 0.00 62.44 35.00 (12) 1-5/8" lines No 5.00 12.48 0.00 6.509 0.00 0.00 62.41 35.00 (12)1 -5/8" lines No 5.00 12.48 0.00 6.509 0.00 0.00 62.41 40.00 (12) 1-5/8" lines No 5.00 12.48 0.00 6.762 0.00 0.00 62.41 40.00 (12) 1-5/8" lines No 5.00 12.48 0.00 6.762 0.00 0.00 62.44 40.00 (12) 1-5/8" lines No 5.00 12.48 0.00 6.762 0.00 0.00 62.41 45.00 (12)1 -5/8" lines No 5.00 12.48 0.00 6.993 0.00 0.00 62.41 45.00 (12) 1 -5/8" lines No 5.00 12.48 0.00 6.993 0.00 0.00 62.41 45.00 (12)1 -5/8" lines No 5.00 12.48 0.00 6.993 0.00 0.00 62.41 50.00 (12) 1 -5/8" lines No 5.00 12.48 0.00 7.207 0.00 0.00 62.41 50.00 (12) 1-5/8" lines No 5.00 12.48 0.00 7.207 0.00 0.00 62.41 50.00 (12) 1-5/8" Tines No 5.00 12.48 0.00 7.207 0.00 0.00 62.44 53.50 (12) 1 -5/8" lines No 3.50 12.48 0.00 7.347 0.00 0.00 43.61 53.50 (12) 1-5/8" lines No 3.50 12.48 0.00 7.347 0.00 0.00 43.61 53.50 (12) 1 -5/8" lines No 3.50 12.48 0.00 7.347 0.00 0.00 43.61 55.00 (12) 1 -5/8" lines No 1.50 12.48 0.00 7.406 0.00 0.00 18.7: 55.00 (12)1.5/8" lines No 1.50 12.48 0.00 7.406 0.00 0.00 18.7: 55.00 (12)1 -5/8" lines - No 1.50 12.48 0.00 - 7.406 0.00 • 0.00 - • .18.7; 60.00 (12) 1 -518" lines No 5.00 12.48 0.00 7.592 0.00 0.00 62.41 60.00 (12)1 -5/8" lines No 5.00 12.48 0.00 7.592 0.00 0.00 62.41 60.00 (12) 1 -5/8" lines No 5.00 12.48 0.00 7.592 0.00 0.00 62.41 65.00 (12)1.5/8" lines No 5.00 12.48 0.00 7.768 0.00 0.00 62.44 65.00 (12)1.518" lines No 5.00 12.48 0.00 7.768 0.00 0.00 62.41 65.00 (12) 1 -5/8" lines No 5.00 12.48 0.00 7.768 0.00 0.00 62.44 70.00 (12) 1 -5/8" lines No 5.00 12.48 0.00 7.934 0.00 0.00 62.41 70.00 (12) 1-5/8" linen No 5.00 12.48 0.0Q 7.934 0.00 0.00 62.44 70.00 (12)1 -518" lines No 5.00 12.48 0.00 7.934 0.00 0.00 62.41 75.00 (12) 1-5/8" lines No 5.00 12.48 0.00 8.092 0.00 0.00 62.41 75.00 (12)1 -5/8" lines No 5.00 12.48 0.00 8.092 0.00 0.00 62.4( 75.00 (12) 1 -5/8" lines No 5.00 12.48 0.00 8.092 0.00 0.00 62.41 80.00 (12) 1 -5/8" lines No 1.00 12.48 0.00 8.242 0.00 0.00 12.41 80.00 (12) 1 -5 /8" lines No 1.00 12.48 0.00 8.242 0.00 0.00 12.44 85.00 (12) 1 -5 /8" lines No 5.00 12.48 0.00 8.387 0.00 0.00 62.41 • 0 Pole : 01 -03017 A AWS Copyright Semaan Engineering Solutions. Inc Location: PT87 Tigard NE, OR Y 3/19/2001 1:57:40 Height : 94.00 (ft) Base Elev : 0.000 (ft) Page: 13 Shape : 18 Sides Base Dia : 34.86 (in) Top Dia : 16.00 (in) ' �A Taper : 0.206 (In/ft) X F Load Case: Twist/Sway 50 mph - No Ice 5 Iterations Gust Response Factor : 1.69 Effective Wind Speed : 50.00 (mph) 1 Dead Load Factor : 1.00 Wind Load Factor : 1.00 85.00 (12) 1-5/8" lines No 5.00 12.48 0.00 8.387 0.00 0.00 62.41 ' 90.00 (12) 1 -5/8" lines No 1.00 12.48 0.00 8.525 0.00 0.00 12.41 94.00 (12) 1-5/8" lines No 4.00 12.48 0.00 8.631 0.00 0.00 49.9: Totals: 0.00 0.00 3,020.: 4 Pole : 01 -03017A AWS Copyright Semaan Eng /veering Solutions, Inc Location: PT87 Tigard NE, OR Y 3/19/2001 1:57:40 Height : 94.00 (ft) Base Elev : 0.000 (ft) Page: 14 Shape : 18 Sides Base Dia : 34.86 (in) Top Dia : 16.00 (In) ���, Taper : 0.206 (in/ft) X ..oad Case: Twist/Sway 50 mph - No Ice 5 Iterations lust Response Factor : 1.69 Effective Wind Speed : 50.00 (mph) Dead Load Factor : 1.00 Wind Load Factor : 1.00 pplied Forces Summary Seg X Z Lateral Axial Lateral Moment Torsion , Moment Elev Coord Coord FX ( -) FY ( -) FZ MX MY MZ (ft) (ft) (ft) (Ib) (lb) (Ib) (Ib -ft) (Ib -ft) (lb -ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 100.62 762.48 0.00 0.00 0.00 0.00 10.00 0.00 0.00 97.60 745.07 0.00 0.00 0.00 0.00 15.00 0.00 0.00 94.59 727.66 0.00 0.00 0.00 0.00 20.00 0.00 0.00 91.57 710.25 0.00 0.00 0.00 0.00 25.00 0.00 0.00 88.55 692.84 0.00 0.00 0.00 0.00 30.00 0.00 0.00 85.53 675.43 0.00 0.00 0.00 0.00 35.00 0.00 0.00 83.92 658.02 0.00 0.00 0.00 0.00 40.00 0.00 0.00 83.99 640.61 0.00 0.00 0.00 0.00 45.00 0.00 0.00 83.57 623.21 0.00 0.00 0.00 0.00 50.00 0.00 0.00 82.73 605.80 0.00 0.00 0.00 0.00 53.50 0.00 0.00 58.15 644.78 0.00 0.00 0.00 0.00 55.00 0.00 0.00 24.60 153.11 0.00 0.00 0.00 0.00 60.00 0.00 0.00 81.73 501.33 0.00 0.00 0.00 0.00 65.00 0.00 0.00 79.96 487.43 0.00 0.00 0.00 0.00 70.00 0.00 0.00 77.93 473.52 0.00 0.00 0.00 0.00 75.00 0.00 0.00 75.66 459.62 0.00 0.00 0.00 0.00 79.00 0.00 0.00 1,030.37 3,528.32 0.00 0.00 0.00 0.00 80.00 0.00 0.00 14.33 75.55 0.00 0.00 0.00 0.00 85.00 0.00 0.00 70.51 369.41 0.00 0.00 0.00 0.00 89.00 0.00 0.00 1,059.66 3,506.07 0.00 0.00 0.00 0.00 90.00 0.00 0.00 13.21 57.51 0.00 0.00 0.00 0.00 94.00 0.00 0.00 1,088.32 3,544.87 0.00 0.00 0.00 5,182.24 Totals: 4,567.08 20,642.89 0.00 0.00 0.00 5,182.24 ll ■ Pole : 01-03017A AWS Copyright Semen Engineering Solutions, Inc Location: PT87 Tigard NE, OR Y 3!19/2001 1:57:40 Height : 94.00 (ft) Base Elev : 0.000 (ft) Page: 15 Shape : 18 Sides Base Dia : 34.86 (in) Top Ma : 16.00 (in) l �A Taper : 0.206 (in /ft) X f Load Case: Twist/Sway 50 mph - No Ice 5 iterations Gust Response Factor : 1.69 Effective Wind Speed : 50.00 (mph) i Dead Load Factor : 1.00 Wind Load Factor : 1.00 i :alculated Forces and Deflections Seg Lateral Axial Lateral Moment Torsion Moment X Z Total Elev FX ( -) FY ( -) FZ MX MY MZ Deflect Deflect Deflect Rotatiai (ft) (kips) (kips) (kips) (ft -kips) (ft-kips) (ft-kips) (In) (in) (in) (deg) 0.00 4.585 20.639 0.000 0.003 0.001 360.639 0.000 0.000 0.000 0.000 5.00 4.585 19.869 0.000 0.003 0.001 337.712 -0.051 0.000 0.051 -0.09E 10.00 4.517 19.116 0.000 0.004 0.001 315.112 -0.203 0.000 0.203 -0.194 15.00 4.451 18.381 0.000 0.006 0.001 292.835 -0.460 0.000 0.460 -0.29: 20.00 4.386 17.664 0.000 0.008 0.001 270.873 -0.823 0.000 0.823 -0.397 25.00 4.322 16.964 0.000 0.011 0.001 249.222 -1.294 0.000 1.294 -0.502 ' 30.00 4.259 16.282 0.000 0.014 0.001 227.874 -1.876 0.000 1.876 -0.60E 35.00 4.197 15.617 0.000 0.017 0.001 206.826 -2.570 0.000 2.570 -0.71t 40.00 4.135 14.970 0.000 0.020 0.001 186.079 -3.378 0.000 3.378 -0.82: 45.00 4.071 14.340 0.000 0.022 0.001 165.644 -4.301 0.000 4.301 -0.934 50.00 4.006 13.730 0.001 0.024 0.001 145.529 -5.337 0.000 5.337 -1.042 53.50 3.935 13.082 0.001 0.026 0.001 131.694 4.131 0.000 6.131 -1.121 55.00 3.877 12.924 0.001 0.027 0.001 125.851 -6.489 0.000 6.489 - 1.15'. 60.00 3.867 12.417 0.001 0.026 0.000 106.416 -7.763 0.000 7.763 -1.277 65.00 3.801 11.924 0.001 0.025 0.000 87.305 -9.163 -0.001 9.163 -1.392 70.00 3.733 11.446 0.001 0.023 0.000 68.528 - 10.680 -0.001 10.680 -1.501 75.00 3.663 10.984 0.001 0.019 0.000 50.094 - 12.310 -0.001 12.310 -1.59E 79.00 3.590 7.485 0.001 0.015 0.000 35.638 - 13.670 -0.001 13.670 -1.66C 80.00 2.465 7.408 0.001 0.015 0.000 33.156 - 14.020 -0.001 14.020 -1.67; 85.00 2.453 7.039 0.001 0.010 0.000 20.805 - 15.810 -0.001 15.810 -1.734 89.00 2.377 3.567 0.001 0.005 0.000 11.229 - 17.280 -0.002 17.280 -1.76E 90.00 1.212 3.509 0.001 0.005 0.000 10.008 - 17.650 -0.002 17.650 -1.774 94.00 1.198 0.000 0.001 0.002 0.000 5.182 - 19.140 -0.002 19.140 -1.792 Pole : 01 -03017 A AWS CopynghzSemaanEngineefingSolutions, Inc Location: PT87 Tigard NE, OR Y 3/19/2001 1:57:40 Height : 94.00 (ft) Base Eiev : 0.000 (ft) Page: 16 Shape : 18 Sides Base Dia : 34.86 (in) Top Dia : 16.00 (in) A Taper : 0.206 (in /ft) X _oad Case: Twist/Sway 50 mph - No Ice 5 Iterations , ust Response Factor : 1.69 Effective Wind Speed : 50.00 (mph) Dead Load Factor : 1.00 Wind Load Factor : 1.00 alculated Stresses Seg Applied Stresses Allowable Elev Axial (Y) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) Stress (ft) (ksl) (ksi) (ksi) (ksl) (ksl) (ksi) (ksi) (ksi) Ratio 0.00 0.601 0.269 0.000 0.000 0.000 14.797 15.406 52.0 0.296 5.00 0.597 0.277 0.000 0.000 0.000 14.725 15.329 52.0 0.295 10.00 0.592 0.282 0.000 0.000 0.000 14.629 15.229 52.0 0.293 15.00 0.588 0.287 0.000 0.000 0.000 14.504 15.100 52.0 0.291 20.00 0.584 0.292 0.000 0.000 0.000 14.345 14.938 52.0 0.287 25.00 0.581 0.298 0.000 0.000 0.001 14.144 14.734 52.0 0.283 30.00 0.578 0.305 0.000 0.000 0.001 13.894 14.481 52.0 0.279 35.00 0.575 0.311 0.000 0.000 0.001 13.584 14.169 52.0 0.273 40.00 0.573 0.319 0.000 0.000 0.001 13.203 13.787 52.0 0.265 45.00 0.571 0.327 0.000 0.000 0.002 12.736 13.319 52.0 0.256 50.00 0.570 0.335 0.000 0.000 0.002 12.167 12.750 52.0 0.245 53.50 0.684 0.415 0.000 0.000 0.003 13.931 14.633 52.0 0.282 55.00 0.685 0.414 0.000 0.000 0.003 13.663 14.366 52.0 0.276 60.00 0.688 0.432 0.000 0.000 0.003 12.628 13.337 52.0 0.257 65.00 0.692 0.444 0.000 0.000 0.003 11.372 12.089 52.0 0.233 70.00 0.697 0.458 0.000 0.000 0.003 9.843 10.570 52.0 0.203 75.00 0.704 0.473 0.000 0.000 0.003 7.973 8.716 52.0 0.168 79.00 0.501 0.484 0.000 0.000 0.003 6.183 6.736 52.0 0.130 80.00 0.501 0.336 0.000 0.000 0.003 5.881 6.409 52.0 0.123 85.00 0.504 0.354 0.000 0.000 0.002 4.138 4.682 52.0 0.090 89.00 0.268 0.360 0.000 0.000 0.001 2.460 2.798 52.0 0.054 90.00 0.267 0.186 0.000 0.000 0.001 2.248 2.535 52.0 0.049 94.00 0.000 0.193 0.000 0.000 0.001 1.290 1.332 52.0 0.026 Pole : 01 -03017 k AWS Copyright Semean Engineenng So lutions. Inc Location: PT87 Tigard NE, OR Y 3/19!2001 1:57:40 Height : 94.00 (ft) Base Elev : 0.000 (ft) Page: 17 Shape : 18 Sides Base Dia : 34.86 (in) Top Dia : 16.00 (in) A Taper : 0.206 (in/ft) ,nalYsis Summary Reactions Max Stresses Shear Shear Axial Moment Moment Moment Combined Allowable FX FZ FY MX MY MZ Stress Stress Elev Stress _oad Case (kips) (kips) (kips) (ft-kips) (ft (ft - kips) (ksi) (ksi) (ft) Ratio to Ice 14.854 0.000 20.602 0.112 0.101 1,166.433 48.483 52.0 0.000 0.933 wlst/Sway 4.585 0.000 20.639 0.003 0.001 360.639 15.406 52.0 0.000 0.296 • • • • Monopole Base Plate Design 100' Monopole AWS Tigard NE, OR PT87 (01- 03017A) 3 -19-01 ARN Max. Allow. Required Bolt : Plate Pole O.D. No. of Base Allowable Load per Anchor Plate Download Circle • O.D. at Base Anchor Plate Fv Stress Anchor Bolt Load Thickness Moment (ft.kips) (kips) in. in. in Bolts jksi) Increase Bolt (kips) jkips) L.) 1166.433 20.602 41 . 47 34.86 8 60 1.333 170.70 174.95 1.557 ANCHOR BOLTS ARE ADEQUATE • Note: Anchor bolts are 2 -114" diameter, in accordance with ASTM A615, Grade 75. • l.) �J" • MAT FOUNDATION DESIGN BY SABRE COMMUNICATIONS CORP. 100' Monopole AWS Tigard NE, OR PT87 (01- 03017A) 3 -19 -01 ARN Overall Loads: Moment (ft -kips) 1166.432 Axial (kips) 20.602 • Shear (kips) 14.854 Allowable Bearing Pressure (ksf) 4 Maximum Soil Bearing Pressure (ksf) 1 1.73 1 Water Table Below Grade (ft) 999 Width of Mat (ft) 17 Thickness of Mat (ft) 2.5 Depth to Bottom of Slab (ft) 5.5 Quantity of Bars in Bolt Circle 8 Bolt Circle Diameter (in) 41 Top of Concrete to Top of Bottom Threads (in) 60 Diameter of Pier (ft) 5 Minimum Pier Diameter (ft) 4.92 Ht. of Pier Above Ground (ft) 1 Equivalent Square b (ft) E 4.43 Ht. of Pier Below Ground (ft) 3 Quantity of Bars in Mat 18 Bar Diameter in Mat (in) 0.875 Area of Bars in Mat (in 10.82 Spacing of Bars in Mat (in) 11.60 Recommended Spacing (in) ( 6 to 12 I Quantity of Bars Pier 16 Bar Diameter in Pier (in) 1.128 Tie Bar Diameter in Pier (in) 0.5 Spacing of Ties (in) 12 Area of Bars in Pier (in _ 15.99 Minimum Pier A (in 14.14 Spacing of Bars in Pier (in) 10.19 Recommended Spacing (in) 6 to 12 fc (ksi) 4 fy (ksi) 60 Unit Wt. of Soil (kcf) 0.11 Unit Wt. of Concrete (kcf) 0.15 Load Factor 1.3 Volume of Concrete (yd 29.67 Two -Way Shear Action: Average d (in) 26.125 +V (kips) I 1520.0 ( V,, (kips) I 29.8 .0 +V, = 442 + 4!(3,)f, 2280.0 +V, =4 (a,d/b, +2)f, 2227.6 +V, = 44f, 1520.0 Shear perimeter, b, (in) 270.57 1 Stability: Allowable Resisting M (ft-k) ( 1301.3 1 Total Applied M (ft-k) 1 .1263.0 1 '' Page 19 • r , • MAT FOUNDATION DESIGN BY SABRE COMMUNICATIONS CORP. (CONTINUED) 100' Monopole AWS Tigard NE, OR PT87 (01- 03017A) 3 -19 -01 ARN Pier Design: O (kips) I 310.8 1 V„ (kips) ( 19.3 - 4V=42 (1 +N J(2000A 310.8 V, (kips) ( 0.0 "' V, max = 4 f,' (kips) 728.6 1 Maximum Spacing (in) 7.85 (Only if Shear Ties are Required) f *• Ref. To Spacing Requirements ACI 11.5.4.3 Anchor Bolt Pull -Out: +P� = 3.4kf +4xI +41 (kips) 782.8 P (kips) 121.2 Pier Rebar Development Length (in), 51.56 Required Length of Development (in) N/A Flexure In Slab: $M (ft-kips) l 1249.7 ( M (ft-kips) f 1079.0 1 a (in) 0.94 Steel Ratio 0.00203 • (3, 0.85 Maximum Steel Ratio (.75p 0.0214 Minimum Steel Ratio 0.0018 Rebar Development in Pad (in) 1 99.00 1 Required Development in Pad (in) 1 35.75 Condition 1 is OK, 0 Fails Maximum Soil Bearing Pressure 1 Pier Area of Steel 1 Pier Shear 1 Interaction Diagram Visual Check 1 Two -Way Shear Action 1 Stability (Safety Factor = 1.5) 1 Anchor Bolt Pull -Out 1 Flexure 1 Steel Ratio 1 Length of Development in Pad 1 Page 20 • PC =PIECE OR= CRANGL CUSTOMER AWS PLT= PALLET WH= WHITE' . SITE TIGARD NE , OR #PT87 BDL= BUNDLE o /w =OR & WH Q abre CR = CRATE N/R =NOT REO'D Communica Corporation B.O.M. 100 FT. MONOPOLE D =DRUM SP= SPECIAL BX =BOX PACKING F' QTY. QTY. ITEM NO. DRAWING TOTAL PART z PKG. NO. REQ'D. NUMBER REV NO. DESCRIPTION WEIGHT a PER OF NO. LBS. a. PKG. PKG S. 1, ANCHOR BOLTS 2. 8 54A0399 1 540399 BASE BOLT ASSEMBLY, 2 1/4 0 X 7' -0 H.D.G. 982 N/R 3. (18J A615 GR. 75) 4. W /(5) NUTS 2 1/4 -4 1/2 HEX (H.D.G.) 5. (2) FLATWASHER 2 1/4 USS (H.D.G.) 6. 7. TEMPLATES 8. 2 38A8095 0. 388095 ANCHOR BOLT TEMPLATE (41 "0 B.C.) 157 N/R 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. DATE 4/2/01 JOB NO. 01 -03017 DRAWN BY MLC PRINT NO. BOM -1 FEN/ D ATE LWCH DESCRIPTION CHECKED BY MC PAGE 1 OF 7 N(; =rltLt UK =L ANUL • CUSTOMER AWS PLT= PALLET WH =WHITE s C abre SITE B.O.M. TIGARD NE, OR #P T87 100 FT. MONOPOLE BDL= BUNDLE 0 /w =OR Si WH CRT =CRATE N/R =NOT REO'D Communications Corporation D =DRUM SP= SPECIAL BX=80X PACKING F' QTY. QTY - ITEM NO. DRAWING TOTAL PART z PKG. DESCRIPTION WEIGHT --. PER OF NO. REQ'D. NUMBER REV NO. LBS. a PKG. PKG NO. 1. MONOPOLE SECTIONS 2. 1 0103017 -1 MONOPOLE SECTION (TOP) X 44' -0" 2410 N/R 3. 1 0103017 -2 MONOPOLE SECTION (BOTTOM) X 53' -6" 5252 N/R 4. ` 5. 6. 7 . 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. DATE 4/24/01 JOB NO. 01 -03017 DRAWN BY TJM PRINT NO. BOM -1 CHECKED BY MC PAGE 2 OF 7 REV DATE DRWCHK DESCRIPTION PC= PIECE OR= ORANGE CUSTOMER AWS PLT= PALLET WH= WHITE O abre . SITE TIGARD NE, OR #PT87 BDL= BUNDLE 0 /W =OR & WH CRT =CRATE N /R= NOT.REO'D Communica Corporation • B.O.M. 100 FT. MONOPOLE D= DRUM SP= SPECIAL - BX =BOX PACKING ITEM NO. DRAWING PART TOTAL z QTY. QTY. PKG. NO. REQ'D. NUMBER REV NO. DESCRIPTION WEIGHT a PER OF NO. LBS. a PKG. PKG S. 1. SAFETY CLIMB 2. 1 350893 100 FT. SAFETY CABLE KIT FOR MONOPOLE (TUF -TUG)) -- 3. CONSISTING OF: (1) TOP BRACKET 4. (1) BOTTOM BRACKET 5. (3) CABLE GUIDES 6. (1) CABLE, 3/8" FOR 100 FT. MONOPOLE 7. 1 350907 CROSS -OVER FULL BODY HARNESS (TUF -TUG) -- 8. 1 350296 SLEEVE (TUF -TUG) -- 9. 1 351031 D -RING (TUF -TUG) -- 10. 11. HAND HOLD AND EXIT PORT COVERS 12. 6 CP2 COVER PLATE FOR 6 X 12 HAND HOLE (6 1/2 X 12 1/2) -- - N/R 13. 3 CP1 COVER PLATE FOR 9 X 24 EXIT PORT (11 X 26) -- N/R • 14. 15. 16. 17. 18. 1 9. 20. DATE 4/2/01 JOB NO. 01- 03017 DRAWN BY MLC PRINT NO. BOM -1 REV DATE DRWCfIK DESCRIPTION CHECKED BY MC PAGE 3 OF 7 r..�l ILVL VI \�VI \ /ll.v� O CUSTOMER AWS PLT= PALLET WH= WHITE•. • BDL O a bre SITE TIGARD NE OR #PT87 = BUNDLE /W =OR & WH RT =CRATE /R =NOT REO'D Communica CRT N s D =DRUM SP= 1 00 FT. MONOPOLE AL'- Corporation B.O.M. BX =BOX PACKING ITEM NO. DRAWING PART ' TOTAL z QTY. QTY. PKG. NO. REQ'D. NUMBER REV NO. DESCRIPTION WEIGHT a PER OF NO. LBS. a PKG. PKG S. 1. ROTATABLE PLATFORM ® TOP 2. 1 8864121 1 884121 WELDMENT, MONOPOLE SECTION 5 FT. 458 N/R 3. 6 38A5273 0 385273 ANGLE, LEG MOUNT 38 N/R 4. 3 38A7622 0 . 387622 ANGLE, TOP CHORD (BOOM) 196 N/R 5. 3 38A7623 0. 387623 ANGLE, BOTTOM CHORD (BOOM) 196 N/R 6. 6 38A7624 0' 387624 ANGLE, DIAGONAL (BOOM) 59 N/R 7. 9 38A5277 0 385277 ANGLE, VERTICAL (BOOM) 52 N/R 8. 6 38A5278 0 385278 ANGLE, CORNER SUPPORT (SHORT) 79 N/R 9. 3 3865279 0. 385279 ANGLE, TOP CHORD 368 N/R 10. 3 38B5280 0 385280 ANGLE, BOTTOM CHORD 368 N/R 11. 18 38A5281 0 385281 ANGLE, DIAGONAL 121 N/R 12. 6 38A5282 0 385282 ANGLE, CORNER SUPPORT (LONG) 146 N/R 13. 24 38A5283 0: 385283 ANGLE, PIPE MOUNT 72 N/R 14. 12 38A3758 1 383758 PIPE, ANTENNA SUPPORT 2 3/8" 0.0. X 7' -0 307 N/R 15. 3 38A5304 0 385304 GRATING, PLATFORM 18 3/4" X 8' -6" 162 N/R 16. 17. 18. 19. 20. DATE 4/24/01 JOB NO. 01 -03017 • DRAWN BY TJM PRINT NO. BOM -1 REV DATE DRWCHK DESCRIPTION CHECKED BY MC PAGE 4 OF 7 PC =PIECE OR= ORANGE apre CUSTOMER AWS PLT= PALLET WH= WHITES SITB.O.M. TIGARD NE, OR #PT87 BDL= BUNDLE 0 /W =OR do WI; CRT =CRATE N /R= NOT.REO'D 0 C .... Communica 100 FT, MONOPOLE Corporation O =DRUM SP= SPECIAL BX =BOX • PACKING ITEM NO DRAWING PART TOTAL z QTY. QTY. PKG. DESCRIPTION WEIGHT -y PER OF NO. REQ'D. NUMBER REV NO• LBS. a PKG. PKG'S. NO. 1. MULTI PURPOSE TRI- COLLAR BRACKET 2. 3 C10112 2 CW0002 WELDMENT, COLLAR MOUNT (18" TO 24" DIA. POLE) 185 N/R 3. 4. FIXED PLATFORM @ 80 FT. ELEV, 5. 3 CW0010 0 CW0010 PLATFORM ARM WELDMENT 230 N/R 6. 3 CS0019 1 CS0019 FLOOR CHANNEL 319 N/R 7. 3 CS0020 0, CS0020 FLOOR CHANNEL 141 N/R 8. 3 CS0021 0 CS0021 END PLATE 76 N/R 9. 3 CS0022 1 CS0022 TIE PLATE 41 N/R 10. 3 CS0023 0 CS0023 BACK -UP PLATE 17 N/R 11. 3 CS0024 0 CS0024 BACK -UP PLATE 6 N/R 12. 3 CS0027 0 CS0027 PLATFORM GRATING 208 N/R 13. 3 CS0028 0* CS0028 PLATFORM GRATING 42 N/R 14. 12 38A3758 1 383758 PIPE, ANTENNA MOUNT (2 3/8"0 X 7' -0 ") 307 N/R 15. 16. GROUNDINQ 17. 1 88A4139 0' 884139 WELDMENT, TOP MOUNT 85 N/R 18. 1 38A5205 0 385205 ANGLE, LIGHTNING ROD SUPPORT 2 N/R 19. 1 250025 LIGHTNING ROD 5/8 X 4' -0 W /(2) NUT- LKW -FW -- 20. DATE 4/24/01 JOB NO. 01- 03017 DRAWN BY TJM PRINT NO. BOM -1 REV DATE DRW CHIC DESCRIPTION CHECKED BY MC PAGE 5 OF 7 • CUSTOMER AWS PLT= PALLET WH= WHITE- Q a bre SITE TIGARD NE, OR //PT87 BDI= BUNDLE 0 /w =OR & vrf� • CRT =CRATE N/R =NOT REO'D Communica D= DRUM SP= SPECIAL Corporation B.O.M. 100 ET. MONOPOLE BX =BOX PACKING ITEM NO. DRAWING PART TOTAL z QTY. QTY. PKG. NO. REQ'D. NUMBER REV NO. DESCRIPTION WEIGHT :72 PER OF NO. LBS. n. PKG. PKG S. 1. HARDWARE 2. 9 C40998002 ASTM A193 GR B7 GALV. THR'D ROD ASSEMBLY, 5/8 "0 X 12" 12 3. W/ (2) NUTS 5/8 " -11 A325 HEAVY HEX (H.D.G.) 4. (2) SPLIT LOCKWASHER 5/8" (H.D.G.) • 5. (2) FLATWASHER 5/8" USS (H.D.G.) 6. 7. 32 • C40022001 GRATING CLAMP 3 8. 9. 102 500193 STEP BOLT ASSEMBLY, 5/8 0 X 7 H.D.G. 102 10. 11. 26 540398 J -BOLT ASSEMBLY, 3/8 0 X 5 1/8 I.L. 7 12. 13. 2 540346 U -BOLT ASSEMBLY 5/8 0 X 3 9/16 C -C 4 14. 49 540344 U -BOLT ASSEMBLY 5/8 0 X 3 1/16 C -C 81 15. 13 540343 U -BOLT ASSEMBLY 5/8 0 X 2 11/16 C -C 21 16. 17. 18. 19. 20. DATE 4/24/01 JOB NO. 01 -03017 DRAWN BY TJM PRINT NO. BOM -1 ' REV DATE DRWCHK DESCRIPTION CHECKED BY MC PAGE 6 OF 7 I PC =PIECE OR= ORANGE • CUSTOMER AWS PLT= PALLET WH= WHITE • SITE TIGARD NE, OR #PT87 BDL= BUNDLE 0 /W =OR & WH Oabre CRT= CRATE N/R =NOT .REQ'D Communications D =DRUM SP= SPECIAL Corporation B.O.M. 1 00 FT. MONOPOLE BX =BOX PACKING ITEM NO. DRAWING PART TOTAL z QTY. QTY. PKG. DESCRIPTION WEIGHT PER OF NO. REQ'D. NUMBER REV NO. LBS. a PKG. PKG'S. NO. 1. HARDWARE CONT'D 2. 9 BA078400 BOLT ASSEMBLY, 7/8 0 X 4 A325 12 3. 5 BA034312 BOLT ASSEMBLY, 3/4 0 X 3 1/2 A325 4 4. 20 BA058600 BOLT ASSEMBLY, 5/8 0 X 6 A325 15 5. 15 BA058212 BOLT ASSEMBLY, 5/8 0 X 2 1/2 A325 7 6. 170 - BA058200 BOLT ASSEMBLY, 5/8 0 X 2 A325 71 7. 70 8A058134 BOLT ASSEMBLY, 5/8 0 X 1 3/4 A325 28 8. 15 BA038334 BOLT ASSEMBLY, 3/8 0 X 3 3/4 GR 5 2 ' 9. 10. 20 560034 FLATWASHER, 7/8 0 H.D.G. - -- 11. 65 560033 FLATWASHER, 5/8 0 H.D.G. - -- 12. 10 560081 FLATWASHER, 5/8 0 BEVELED H.D.G. 1 13. 15 560009 FLATWASHER, 3/8 0 H.D.G. - -- 14. 15 560088 FENDER WASHER, 3/8 X 1 1/2 X .097 H.D.G. - -- 15. 16. 1 850007 CAN OF COLD GALV. SPRAY 17. 1 850049 CAN OF DRY LUBRICANT 18. 1 82A0008 2 820008 TOWER NAME PLATE W/ 3/8" X 1 1/4" BOLT,NUT,LKW,FLW 19. 20. 1 SET REFERENCE DRAWING: #90B21315 DATE 4/24/01 JOB NO. —030 DRAWN BY TJM 17 PRINT NO. 01 —030 RE DATE DRWCHK DESCRIPTION CHECKED BY MC PAGE 7 OF 7 REFERENCE DRAWINGS 1. MONOPOLE CONCRETE FOUNDATION: 90821316 2. MONOPOLE BASE INSTALLATION: 9085617 0 3. MONOPOLE SECTIONS: 0 00 MARK NO. 0103017 -1 = TOP SECTION MARK NO. 0103017 -2 = BOTTOM SECTION 4. INSTALLATION OF STEP BOLTS: 9080219 ^ 5. INSTALLATION OF EXIT PORT COVER: 90813327 6. INSTALLATION OF HAND HOLE COVER: 90813328 7. INSTALLATION OF SAFETY CLIMB: 90819884 (SEE MANUAL W/ KIT) 8. INSTALLATION OF ROTATABLE PLATFORM 0 TOP: 90813018 00 pp 9. INSTALLATION OF FIXED PLATFORM 0 80' ELEV.: C10112 & C EXTENDIBLE 10. INSTALLATION OF GROUNDING: 90813603 _ 100' -0" LIGHTNING ROD �� 11. BOLT INSTALLATION DETAILS: 90814671 1 12. INSTALLATION DETAIL OF TOWER NAME PLATE: 9086956 13. INVENTORY REQUIREMENT SHEET: 9087901 95' -0" 1 1 ROTATALOW PROFILE LE PLATFORM EXIT PORT ® 7� —Q" ORIENTATE POLE IN FIELD TO SUIT. 14. BILL OF MATERIAL BOM -1 0 TOP i N I 1 Iow ® 80 PR ' E LEVA OFI LE TION E. FIXED PLATFORM Mo C) o OI O 7.. O o a (8) 2 1/4 "0 X 7' -0" ANCHOR BOLTS I Z ON A 41 "0 BOLT CIRCLE. * rn cc v C A (FOUNDATION PER DWG. 90821316) M 54' -6" 1 z w co o 51'-0" 1 a 0 -- 0 _" } o 1 O n EXIT PORTS ®3' -0" FIELD NOTE ORIENTATE POLE IN FIELD TO SUIT. FOR ANTENNA LOADING DESIGN CRITERIA '6 I f z a �OF EXIT PORTS SEE STRESS ANALYSIS 01- 03017 —E Y . .. . . .. . . .. . • OI O • in f\ (inns OTHERWISE SPECIFIED MATERIAL: .. .. .. .. ... . # ALL ODAENSIORS MCLUOE MASHES AND ARE M MCNEs ,. f TOLERANCES: FRACTIONS 1/16' abre MASTER: 100 FT. MONOPOLE ARLES ! 1/2 DEC. TOLERANCES DO NOT APPLY Communications o DEce.ms * .ow" TO RAW mATERwL Corporation SITE: TIGARD NE, OR #PT87 ELEVATION p g CUSTOMER: AWS infornlatan O c NFJD tgan le the sole ■ property of Sabre Communications as defined by Ch 550 and JOB N0 01 -03017 J SIZE DRAWING NO. REV . shall not be reproduced, copied or used DATE 4/24/o 1 _ B 9021315 0 in whole or in part for any purpose whotsoever without prior written consent DRAWN BY TJM Rte' DATE ORNCNA DESCRIPTION of Sabre Communications Corporotion. CHECKED BY MC 01- 03017 —E 1 SCALE PAGE None 1 1 OF 1 ., FIELD NOTE REINFORCING STEEL SCHEDULE ONE ANCHOR BOLT TO BE INSTALLED AS SHOWN LOCATION NO. REQ'0. BAR SPC'G. SIZE CUT LGTH. TOTAL LGTH. TOTAL WT. SHAPE TO BUILDING PAD HORIZONTAL NOTED 72 1 O (8) - ANCHOR BOLTS 2 1/4 "0 X 7' -0" REINFORCING ON DWG. !i! 16 -6" 1188'-0" 2428 LBS. STRAIGHT 00 (#18J A615 GR. 75.) SPACED 450 APART PIER VERTICAL NOTED ON A 41 "0 BOLT CIRCLE REINFORCING 16 #9 7.- 1 18' -8" 403 LBS. SEE REBAR ON DWG. DETAIL A • • PIER TIES 6 NOTED ON DWG. #4 15' -O" 90' -0` 60 LBS. O 1 TOTAL REBAR WT. _ 2891 LBS. • / 6" - ID 2 -6 " 2 -6" I PIER TIES TO HAVE co 12" OVERLAP OR 3" _ 5' -0 ����`' HOOK AS SHOWN U U �--Q— V -1 O" VERTICAL 8' -6" 8' -6" REBAR 17,-0" REBAR DETAIL A PIER TIE HOOK DETAIL GENERAL NOTES PLAN VIEW (g) _ ANCHOR BOLTS 2 1/4 "0 X 7' -O" A615 1 . ALL ANCHOR BOLTS AND VERTICAL REINFORCING BARS ARE TO BE SECURELY TIED BEFORE W /(5) GALV. H.H.N. & (2) GALV. FW TOP 75) CONCRETE IS PLACED SO THEY WILL REMAIN PARALLEL TO THE CENTERLINE OF THE PIER. 2. THE GROUND ELEVATION SHALL BE A MAXIMUM OF 1' -0" BELOW THE TOP OF THE PIER. TOP TEMPLATE 3. ALL EXPOSED CONCRETE CORNERS ARE TO BE CHAMFERED 3/4 INCH. 1 1.- � 1 1 388095 4. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 DEFORMED BARS. o M. 5. C SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH I OF 4,000 PSI IN ACCORDACE WITH ACI 318 -99. , 6. REINFORCING STEEL TO HAVE A 3" MINIMUM CONCRETE COVER. 7. FOUNDATION DESIGN IS BASED UPON GEOTECHNICAL REPORT BY REDMOND & ASSOCIATES. o COMPACTED EXCAVATED n AREA I I BAC 8. PROTECT N0. 110.149.G, DATED 9/15/00. I ANCHOR BOLTS 2 1/4" X 7' -0" j18J A615 GR. 75 SPACED 45" APART ON A 41 "0 BOLT CIRCLE (8 REQ'0). w" �^ —.— �S,' +'l�'�# — T 30 �o NOTE: ONE ANCHOR BOLT TO BE PLACED AS SHOWN (SEE PLAN VIEW). (16) #9 = '� " ' BOTTOM W. io ■ 9. CONCRETE REQUIRED 29.67 CUBIC YARDS. to VERTICAL TEMPLATE m 10. SEE THE CEOTECHNICAL REPORT FOR COMPACTION REQUIREMENTS. • • N • REBAR 386095. o .. uweSS a1NERinSE SPECIFIED WEAK: • • • ) - # 4 TIES ON ; r>ES IN INCH n 2 C -C . raun*Nccs rwCTmNS * t /,e- aCombre MASTER: ANGLES ! 1/2 DEC. TOLERANCES 00 NOT AMU m unteuon 100 MONOPOLE —� — . I — MORNS 2.010 RAr MATERIAL SITE: : TI GARD NEE, , OR #PT87 cox��D> CUSTOMER: AWS nformo ( #7 HORIZONTALS I po r( t y ion eon am rc �s the sole EACH WAY TOP & BOT. SIZE DRAWING C C of Sobs ommun icotc (72) TOTAL de rpon Ian, Caflst itu Code Ch. tl 0 trade secret J OB NO. 01 -03017 1rINC NO. REV os fined by b 550 and 1 I shop not be reproduced. copied or used DATE 4/24/01 B 9021316 0 ELEVATION VIEW in whole or in port fo any pu whatsoever without prior written consent DRAWN BY TJM REV o± SRncNN DESCRIPTION of Sabre Communications Corporation. c 0 1- 03017 -E SCALE PAGE 11ECKED BY MC 1 None I 1 OF 1 * CHART * MONOPOLE ANCHOR BOLT DIMENSION _ DIAMETER SIZE ABOVE CONCRETE 1 1/2 "0 3" (MAXIMUM) 1 3/4 "o 3 1/2" (MAXIMUM) 2 "0 4" (MAXIMUM) 2 1/4"0 4 1/2" (MAXIMUM) _ ANCHOR BOLT (QUANTITY SHOWN TYPICAL) ...... Il • 1i1 i i1ii . � 1.1 1.1 * I I.1 III ICI rit III LEVELING NUT CONCRETE FOUNDATION I I I 1 1 I 1 I 11 • i i i i ... • • I I I . ELEVATION VIEW • xi: SABRE COMMUNICATIONS SIOUX CITY, IOWA 1 ehS /vs RFDRAWN IN AUTOCAD Mic CONFIDENTIMI, MONOPOLE BASE INSTALLATION REV. DATE • DESCRIPTION Information contained ere�n the sole UNLESS OTHERWISE SPECIFIED MATERIAL property of Sabre Communications All DIMENSIONS wCUNE Corporation, constitutes a trade secret SIZE DRAWING NO. REV FINISHES AND ARE IN INCHES • os defined by Iowa Code Ch. 550 and TOLERANCES: FRACTIONS A I /32' shall not be reproduced. copied or used DATE B 905617 1 in whole or in port for any purpose I1/B/95 ANGLES A 1/2 DEC. TOLERANCES DO NOT APPLY whatsoever without the prior written consent DRAWN BY DLW DECIMALS A .010' TO RAW MATERIAL of Sobre Communications Corporation. CHECKED BY DEL I SCALE I SHEET NONE 1 OF 1 • SEE TOP PLATE OETA0. 1 1'_4 I/ AP. 4• - 11/16* STRAPPING �I I 11•-4 A.F. q SEAN wE1D ENTIRE A- ( LENGTH OF SECTIO �.1 1'• GRAIN HOLE (FLATS /5 a /14) 43. -0. s 1s I1 ill --i • SAFETY CU B NB BRACKET SAFETY 7 I 12 u JACKING NUT - (TOP) ((;; (FLATS IS & /14) m L 11 s Is I 14 • ST C C 3 n HANG HOLES _ 2 ' I• Q FAN WELD D4 Re • r LENGTH OF SECTION 11II b ie _ ELM 1 AJ25 CALV. JACKING NUT (FLATS p A /14) \I/ c c - �HOLEs 3 1! w 1t : m b � , 4 I>! / I r x 3 HANDLING SLOT LINTS /S & /14) f _ 7 I , i Clime D 1 D u 1? / + 14 �. ■i r• DRAIN HERE (FLATS /S & / (INTERMEDIATE) ^, g ____, s t5 ---- x S a • I I, SECTION A -A n 7 17 g Ili / \ NOTES: Y 1. STEP BOLT BRACKETS TO BE SPACED 15" C -C ALTERNATING WMI A HORIZONTAL CIRCUMFERENCE OF 20 MAXIMUM & 12" MINIMUM. THE TOP TWO (2) & BOTTOM TWO (2) STEP BOLT BRACKETS TO S 4. BE DOUBLED UP (ONE ACROSS FROM EACH OTHER). b i ImRKMG 9T!P B0TTB r-0- BELOw EACH NAND KU LOCATION 5. 1 TP1 TOP PLATE, 1" X 2' -0" (21" B.C.) 4 . 2 SCI SAFETY CLIMB BRACKET (INTERMEDIATE)mQE, 2 X 2 X 1/4 X 0' -2 1/2 • 2. 12 KH1 KELLUM 1.400K .3. 1 SCT SAFETY CLIMB BRACKET (TOP) PL 1/4" X 5" X 0' -7 1/2 SE SHEEP 2 OF 2 FOR SECTION CU B - THROUGH D - 1. 6 HH1 HAND HOLE RECTANGULAR TUBE 6" X 12 X 1/2" X 0' -3 REM QTY. PART NO. - DESCRIPTION • ����� ... . UNLESS OT HERWISE SPECIFIED •wTERW,; .. _ FIST OF MATERIAL .. • . .. SAFETY � CLIMB 1 A LL DMENSION INCLUD • BBRRAACCKK D D ES IN INDIES - abre (INTERMEDIATE) TOLERANCES: FRACTIOUS * 1/16. ComCommunications O b 3' -6" (DESIGN SPLICE) ANGLES * 1/2 MC. TOLERANCES DO NOT APPLY Corpor■tlon MONOPOLE SECTION oECO1Als = .mo TO KW want (SECTION TAG #0103017 -1) CONFJDENTIAI, Information con coned herein n se grope o Sa ble C mm niEoti the o ' torpor t an, f constitutes o o trade secret I 1 12- AP. 6' -7 17/32" STRAPPING os defined by Iowa Code Ch. 550 and DATE 4 /20/01 JOB N0. 01 -03017 SIZE DRAWING NO. REV 2 -1 ,S B' A.F. shall not be reproduced, copied or used B 0103017-1 0 ________ 1 in in whole or in port for any purpose soever w ithout . prior written consent DRAIIN BY TJM REV oArc 3Rw•CHC DESCRIPTION of what Sabre Co mmunicolions Corporolion. CHECKED BY MC 01- 03017 -E SCALE PAGE I None I t OF 2 2 2 I 4 eel O+OP TrP, 5/32 I J I NANO NOIX 1 Or u �16 l'-43 CENTER KU " ,) 1' - 1/4 r •�� DETA4 I I HAND HOLE DETAIL ,! ,) t e lp 1.1‘ , 13 q. q q. ,) 9 I ,• I • 4 1 2 TrP { r /// E ° u • • • • 1 / NI �, . /� N K W AL I PER t NI l la K....5 , ,....1., f2) 1s/T6• NaES EaIALLT M, III - E SAFETY awe ) 1 • '• (2 " "'" SP ACED W A 2i•A BO LT Cx1aE 3 +6 BRACKET (TOP) ,) HAND NOTE) 16. 1• 0 2 -0• SR' Thy. I ( w A633 MADE E ' • : , ' + SAFETY QCURB SECIIOx R_R eRACKET MIERYEDIATE) ( {T -0 ELELEVATION) lEL110N C_C ' I es es) AS - (27 a sr - ELEVATIONS) SSI�ON e_e ({' - a 26' -0 ELEVATIONS) - -- • $LEON ►_E ML- PENElRAl10N I II WOD U b LJ 11115 s0E BOXED TO PEE (5[E =RCN 0-0) 1 BLNEL INSIDEt N EDGES OF 1165 SIDE 00160 TO POLE I I I (5EE swim B_B) /I6Y NaLE I ( 2 REM '61 L1 L°� 1 i's41s* • BUM MINI BRACKET (TOP) �� ,. (MC (PLATE, T/ x O • x o' 1/21 EELL xo I Der. (PART Na SCI) (RECTANGULAR TUBE. B x it 5 T/2• x 0' -Y A500 GR.B) (PMT NQ NMN) aAle . 5 2 Jeremy [i71ERw1T1Am (SOUO ROUND. 3 1'-0 3/ { TOP P41! IRETAIL (mom 2 2• x 1/Y x 0' - 1/2 A36) (PMT Na 1011) • ) (PMT NO. so) _ • • .. ON UOE .. .. .. . . .. .UNLESS OTHERWISE SP6pREO WTERW,; -.. - - ALL DmTNSS B/CL _ • moos ems � ° ` e' Bo'" oabre TOLE FRACTIONS * 1/10' Communications "" * +n DEG. TOLERANCES DO NOT APPLY coryc i o MONOPOLE SECTION oEawNS * .olo TO RAW MATERIAL pp Eg, (SECTION TAG • #0103017 -1) Informatio O eonto, n eea ere i s the sole ' property of Sabre Communieot'ions as defined Constitutes a (rode secret SIZE DRAWING NO. REV as def ned by loco Code Ch. 550 and JOB NO. 01-03017 shall not be reproduced, copied or used B 0103017-1 0 in whole or in port for any purpose DATE 4/20/01 whatsoever without prior written consent DRAWN BY TJM REV DATE OawcXlr ocscT6TmoN of Sabre Communications Corporotion. CHECKED BY MC 01- 03017 —E I SCALE I PAGE None 2 OF 2 1 -11 25 32 AF. - STRAPPING 1 1. 5 3' IIA7IDUNG SLOT (FIATS /S d /I4) N E.' - i R SEAM L ` LENGTH OF SECTIO A.1 1 10 111111 • 12 7 13 JACKING NUT • 1 • A325 GALV. ,TACKING NUT (FIATS /5 & /14) 4 (RUTS /5 & 114) 14 Q. . 11 11 1111 B 16 ,• A325 CAW. JACKING Nur (FIATS /S & /I4) B 3 BRACK CUM() 17 (INTERMEDIATE) I 1 2 1 le rs 4 3 _ a A LENGTH OF S EEITI R N • 41 G g Elea 7i e III x t g 1 I k . .mm t DRAIN HOLE (FIATS /5 d /14) O NOTES; 8)L Trot A-A 1. STEP BOLT BRACKETS TO BE SPACED 15" C -C ALTERNATING WITH A HORIZONTAL CIRCUMFERENCE 12" TOP TWO (2) STEP BOLT BRACKETS TO BE DOUBLED lo UP (ONE ACROSS FROM EACH OTHER), I 2. NO STEP BOLT BRACKETS TO PLACED WITHIN THIS AREA THIS AREA CONSISTS OF THE DESIGN SPLICE PLUS 10" (MINIMUM). S. 1 SCI SAFETY CLIMB BRACKET INTERMEDIATE 4. 1 SCB ( ) PALE 2 % 2 X 1/4 X 0' -2 1/2 SAFETY CUM BRACKET (BOTTOM) PL 1/4 X 3 1/2 X 0' -7 1/2 3. :Or.. �cuLFe F - 1CUTS II 2 3 EPt EXIT PORT WELDED ASSEMBLY. 10 1 /2' X 25 1/2' D.D. SEE SHEET' 2 OF 2 FOR S ECTION BOTTOM c 1 •_.• B - H THROUGH G - G 1 ; 9 ; GROUND LUG PLATE, 1 X 3• X 0' -3 BASE PLATE, 1 3/4• X 47"0 (60 KSI) ASTM A633 GRADE E (41" B.C.) ITEM OTY. PART N ,1 i — II O. DESCRIPTION _ -,- D . I ` D .. v/AESS otIlERlwsE srccwlED wTEaw LIST" OF MATERIAL b T•R I 711 o DI TN TOlD1ANCE$; FRAGTKiFS 3 1 /10' 0 abre CO PORTS ` ' B AN t 1/2 TKO. TOLERANCES DO NOT APPLY - �Co �iatlonN DECIMALS : ,D,o TO RAW MATERIAL *PO MONOPOLE SECTION CONFIDENTIAL, (SECTION TAG #0103017 -2) UND LUGS Infomrotion eon(aed her t sole :. I property of S a br e Comnicotions as d defined by lowoCode mu Ch 4 550 and JOB NO. 01-03017 DRAWING NO. REV - — 2'-11 13 32 AP . - SIZE 2 - 10 7/B A.F. whatsoever without per written consent DRAWN BY T, g' - 2 J /IB STRAPPING shell not be reproduced, copied or used B 0103017- 2 ELEY.81:14N in whole or in port for any purpose DATE ' 4/20/01 0 g.1 wEV DATE OW** DESCRIPTION of Sabre Communicotions Corporo(ion. SCALE PAGE C HOCKED By MC Ot- 03017 -E 1 None ` 1 OF 2 4. 4. q. 4 q. I. I TYP,3 16r 11 9 '' 11 9 10 91 I lI 12 0 II 9 10 II 9 10 11 7 93 13 7 I s 5/32 7 TT. ° 12 e t 7 I 13 7 13 I x 6 14 0 14 1/4 I _ 14 6 14 Q 5 — -- — 15 Q Q 5 — --- — 13 Q Q ' — — ii n 5 — _ — is € • Q to • 1 L y 17 1 17 1e • 1 1Y le I DETAIL T PORT • to • I is y 1 1° 1 t0 I 1 1e Y (11P,) 3 I�te 2 I 10 p 3 17 7 TM .3 QJNB TYP. GROUND 3 16 r BRACKET (a1TERA/EOUTE) 3 f61 SEE • SAFETY. CJYB. tamm211 5 32 T YP• 1 'LUC DETAIL Q BRACKET (80TT016) p 1/4 r Q. Q SEC7TON B-B $F,CTION C -0 D07791. PORT ELEVAION $ECII ).. (11' -0' EIEVAnON) ON D - 0' (10 -0' ELEVATION) -0 ELEY P. -E SEQ'ION P - (32• - (0 -0' ELEVATION) (1•-e' ELEVATKIN) I 10 1/2' 9 10 I1 e 13 7 A ( >c n wuoED to POLE E ND S FLUS .) _ II O I / Q g 1� ALL L $IDE (P \ . . 0 - :7 ,7 1S r BEVEL MSIOE C EDGES OF le ; E10T PORT / 063 SIDE ?WED —\ (2 r• TOLE - ' � B) 2 5/13'41 HOLES (SEE Nom C-0 • 2 . ON A 41'1 BOLT CRCIE q. AST • A633 GRADE E (60 K4) +T� I I 1 1/2' 11 L (PART N0. 871) SECTION C -G EXIT P0KY OCPAIL r U� ( + ARAM! 7 1/2 II) BENT BAR, 4' X J/4 50 K9) U (PART N0. EPI) (PLATE. 1/4' X 3 1/2' X 0 -7 1/2' AJ6) (PART NO. 9C111) .A 7Y CUNT BRACKET (INTERNP0IATE) • (ANGLE, Y x 2 x 1/4' x o•-2 1/2 436) (PART N0. 50) • _ UNLESS OTHERWISE sPECInEo MATERIL; • - . . 3 ALL OMEH9063 INCLUDE 2' 01ISNES AND ARE M INCHES 0 abre 7105 SIDE DEWED TOLERANCES' FRACTIONS Z 1/16' Co mmunIcetlon0 To POLE ""G� = t/3 oEa TOLERANCES oo HOT APPLY Corporation MONOPOLE SECTION (SEE sECnoN F -� DECIMALS 4 • TO RAW NATERVA. (SECTION TAG #0103017 -2) r CON JDENTI 1.. 7/16'1 HOLE Information contained here D the sole (1 REoti) ' . • property of Sabre Communications • ' GROUND Imp corporation, constitutes 0 trade secret MATE; 1/s x J' x o' - J' AJB) . as defined by Iowa Code Ch. 550 and JOB NO. Ot -03017 SIZE DRAWING N0 . . REV (PART NO. GLt) shag not be reproduced, copied or used DATE 4/20/01 B 0103017-2 0 in whole or in port for any purpose ' whatsoever without prior written consent DRAWN BY TJM SCALE PAGE REV DATE 7RwtHK oESCaPttoH of Sabre Communications CorpOrolion. CHECKED BY MC 01-03017-E l None I 2 OF 2 • STRUCTURE SHOWN TYPICAL STEP CLIP WELDED TO STRUCTURE 5/8 X 7 STEP BOLT ASSEMBLY X500193 ) ' \ ! 1111111 im NOTE: STEP BOLTS PROVIDED FOR CONSTRUCTION PURPOSES ARE FOR EXPERIENCED TOWER ERECTORS ONLY AND SHOULD NEVER BE USED WITHOUT PROPER SAFETY EQUIPMENT. FOR STEP BOLTS SUPPLIED AS A FORM OF CLIMBING IN TYPICAL COMMUNICATION ACTIVITY SABRE COMMUNICATIONS RECOMMENDS THE USE OF A PERMANENT SAFETY CLIMBING DEVICE. IIQTES; O SABRE COMMUNICATIONS SIOUX CITY, IOWA 3 4 24 98 AO.E. • 80 T N. Rww t fkalLY l,.1aai• .a• CONFIDE TI 1 �t>: drr:,•w r�l aarwut�, ► A4 STEP BOLT ATTACHMENT INSTALLATION Information .contained, n is the sole G UMLESS OTNERYASE SPECIFIED MAMMAL: IPTION property of Sabre Communications AU INCLUDE definted'bconstitutes o trode secret SIZE DRAWING NO. REV FINISHES AND ARE IN INCHES 1 /3 shall not be reproduced, Code pie purpose and B 900219 TOLERANCES: FRACTIONS ± I/32 port for copied or used DATE 4/21 /82 In whole or in port for ony purpose ANGLES * 1/2 DEC TOLERANCES DO NOT APPLY whatsoever without the prior written consent DRAWN BY DPB OECIUALS ± .010' i0 RAW MATERUU. of Sabre Communications Corporation. SCALE SHEET CHECKED BY, NONE 1 OF 1 a � � , MONOPOLE (SHOWN PARTIAL) IIMIIIIMI EXIT PORT (24" X 9 ") 0 PLAN VIEW 0 © ' r�r ® MONOPOLE (SHOWN PARTIAL) IP O 0 ,.. ,.., NOTE QUANTITIES SHOWN IN LIST OF MATERIAL ELEVATION VIEW ARE FOR ONE EXIT PORT 2. 4 J —BOLT ASSEMBLY, 3/8 "05 X 5 1/8 I.L. 540398 1. 1 COVER PLATE (11" X 26 ") ITEM QTY. DWG. NO. DESCRIPTION PART NO. , LIST .OF MATERIAL • • • O SABRE COMMUNICATIONS SIOUX CITY, IOWA CONFJDENTIAL EXIT PORT COVER PLATE INSTALLATION oATq oESCwvrgN ., Information.cootonted herein is the sole . REV UNLESS A TNERw15E SPECIFlED MATERIAL: property of Sabre Communications All D1ME11SONS INCLUDE Corporation, constitutes o trade secret SIZE DRAWING N0. REV chasm AND IRE M INCHES os defined by Iowa Code Ch. 550 and shall not be reproduced, copied or used D TOLERANCES: MACRONS : 1 /32 B 9 01332 7 0 in whole or m ANGLES * I/2 DEC. TOLERANCES 00 NOT APPLY What OeVN without p the for any purpose 9/29/99 MLC DECIWLLS * .010" TO RAW MATERIAL � i'ons Corporation. po on1 CHECKED MLC SCALE I SHEET of Sabre Communicol CHECKED BY Dlw I NOW , 1 OF 1 • i • �� �i�i EMI,,� MONOPOLE (SHOWN PARTIAL) ' 11111111111111 AND HOLE (6" X 12 ") f O PLAN VIEW MONOPOLE (SHOWN PARTIAL) T. -1 1 v ©4 0 n NOTE QUANTITIES SHOWN IN LIST OF MATERIAL ELEVATION VIEW ARE FOR ONE HAND HOLE. 2. 2 J -BOLT ASSEMBLY. 3/8"o X 5 1 /8" I.L. ` 540398 1. 1 HAND HOLE COVER PLATE (6 1/2" X 12 1/2') 1 ITEM QTY. DWG. NO. DESCRIPTION PART NO. • LIST OF MATERIAL • • • • • • r1is g SABRE COMMUNICATIONS 0 SIOUX CITY, IOWA CONFIDENTIAL, HAND HOLE COVER PLATE INSTALLATION RD/ DATE ' . DESCRIPTION Information contained rem, is the sole UNLESS OTHER�wSE SPECIFIED MATERIAL. property of Sabre Communications ALL OTH( IONS INCLUDE Corporation, constitutes o trode secret SIZE DRAWING N0. REV r1N15HES AND ARE 0.4 a+CNES os defined by Iowa Code Ch. 550 and TOLERANCES: FRACTIONS : 1p2' shall not be reproduced, copied or used DATE 9/29/99 B 9 013328 O in whole or in port for any purpose ANGLES : 1/T DEG. TOLERANCES DO NOT APPLY whatsoever without the prior written consent DRAWN BY MLC DECau :.010• TO RADA UA1tRUU of Sabre Communications Corporation. SCALE SHEET LS CHECKED BY Dlw NONE 1 OF 1 11) �7 MAINTENANCE: it 1) ALL LADDERS, CAGES, LADDER SAFETY EQUIPMENT, AND PLATFORMS MUST TOP BE MAINTAINED IN A SAFE CONDITION. INSPECTIONS FOR RUST, CORROSION, BRACKET AND DETERIORATION SHOULD BE MADE AT LEAST ANNUALLY WITH MORE FREQUENT INSPECTIONS TO BE MADE AS DETERMINED BY USE AND EXPOSURE 2) IF THE LADDER SAFETY SYSTEM HAS BEEN USED TO ARREST A FALL, THE SYSTEM MUST BE INSPECTED PRIOR TO REUSE. INSPECTION SHALL INCLUDE BRACKETS. CONNECTING ASSEMBLIES. CABLE GUIDES, SAFETY SLEEVE (SEE IIlf SEPARATE INSTRUCTIONS). CABLE SAFETY BELT OR HARNESS, AND LADDER. ANY COMPONENT FOUND DEFECTIVE SHALL BE REPLACED PRIOR TO USING THE SYSTEM. IF CABLE REQUIRES RETENSIONING, REFER TO INSTALLATION • jjJp) CABLE INSTRUCTIONS II F GUIDE (25' MAX) 3) USERS SHOULD REPORT ANY DEFECTS OR DETERIORATIONS TO THEIR Mi SUPERVISORS PROMPLY. I . • 4) RECORDS SHOULD BE MAINTAINED OF INSPECTIONS AND MAINTENANCE. 5) IF GROUNDING PROTECTION HAS BEEN PROVIDED, THEN THE GROUND FOR CONNECTION CONTINUIT (Y OR AT CONNECTIONS) LEAST ANNUALLY. TO THE LADDER SHOULD BE INSPECTED 1111) r l � BOTTOM 6) WHEN DEEMED ADVISABLE, CAUTION SIGNS SHOULD BE PROVIDED IN BRACKET ACCORDANCE WITH AMERICAN NATIONAL STANDARDS SPECIFICATIONS FOR :'`` ACCIDENT PREVENTION SIGNS (Z35.1- 1972), OR CURRENT ANSI STANDARD GOVERNING FACILITY SAFETY SIGNS. ELEVATION VIEW 7) SAFETY CLIMB INSTALLATION SHOWN TYPICAL. SEE INSTALLATION MANUAL SUPPLIED WITH SAFETY CLIMB KIT. E: 5 SABRE COMMUNICATIONS • SIOUX CITY, IOWA CONF�D irTlpl, TYPICAL CABLE SAFETY CLIMB INSTALLATION '� aw oESCa,PrroN Intorm otion wntmn n ,s the sole (MONOPOLE) UNLESS OTHERWISE SPECIFIED MATERIAL: roper% of Sabre Communications FINISHES A E w s � s a � e r a E by o lorra u r d e s eer Code t d SIZE DRAWING NO. REV TOLERANCES: FRACTIONS * '/32 shall not be reproduced, copied or used DATE 1/8/01 B 90198841 0 TOLE n whole or in port pr r one e n purpose ANGLES t '/2 DM TOLE 00 NOT MPt Whatsoever Wilhoul Ibe io Writ consent MCC SC mauls :.olo• To RAW MATERIAL of Sabre Communications Corporotion. BY MC NO N SHEET ALE NE 1 OF t • >B FIELD NOTE • • ANTENNA MOUNTING PIPE • • ® USE ITEM NO. 20 & 21 FOR DWG. NO. PART NO. PIPE SIZE PLATFORM WT. ATTACHING CRATING TO 38A4020 384020 2 3/8" 0.0. X 4' -0" 1972 LBS. Ali SUPPORT ANGLE 38A0238 380238 2 3/8" O.D. X 5' -0" 2017 LBS. 38A2416 382416 2 3/8" 0.0. X 6' -0" 2060 LBS. 38A3758 383758 2 3/8" 0.D. X 7' -0" 2105 L8S. ® 38A0621 380621 2 3/8" 0.0. X 8' -0" 2147 LBS. ® rditi ® 38A5272 385272 2 3/8" 0.D. X 10' -6" 2257 LBS. ® 38A3844 383844 2 3/8" 0.D. X 12' —O" 2323 LBS. • OPTIONAL ANTENNA 24 1 Q - MOUNTING LOCATIONS 23. 16 C N, DRY LUBRICANT H.D.G. 850049 O ‘1) 22. 8 BOLT ASSEMBLY, 7/8" X 4" 560034 ® 0 2 12 85077844 FENDER WASHER, 3/8" X 1 1/2" X .097 H.D.G. 560088 BOLT ASSEMBLY, 3/8" X 3 3/4" W/FLW BA03833A ® ` D 19. 3 38A5304 GRATING, PLATFORM (18 3/4" X 8' -6 ") 385304 D • 18. 24 U —BOLT ASSEMBLY, 5/8 "0 X 3 1/16" C —C 540344 I t% 17. 12 U —BOLT ASSEMBLY, 5/8 "0 X 2 11/16 C —C 540343 © � � � / 4 4 • 14. 1 BOLT ASSEMBLY, 5/8" X 2" BA05820C BOLT ASSEMBLY, 5/8" X 1 3/4" 8A058134 ;., 0 ItEl A ® 0 ® 13. 1 8884121 W ELDMENT, MONOPOLE SECTION 5 FT. 884 12. 12 • • • • PIPE, ANTENNA SUPPORT • 1 • • 11. 24 38A5283 ANGLE, PIPE MOUNT • 1 385283 •� • 10. 6 3855282 ANGLE, CORNER SUPPORT (LONG) 385282 ROTATABLE PLATE 9. 18 3855281 ANGLE, DIAGONAL ON (SEE 2) ® TION ® 385280 8. 3 3885280 ANGLE, BOTTOM CHORD 385281 7 . 3 3885279 ANGLE, TOP CHORD 385279 A �� 6. 6 38A5278 ANGLE, CORNER SUPPORT (SHORT) 385278 • • O m A 5. 9 38A5277 ANGLE, VERTICAL (BOOM) 385277 ® t 4. 6 38A7624 ANGLE, DIAGONAL (BOOM) . 387624 4' -0' 4' -0" 4' -0" 3 . 3 38A7623 ANGLE, BOTTOM CHORD (BOOM) 387623 2 3 38A7622 ANGLE. TOP CHORD (BOOM) 387622 1. 6 38A5273 ANGLE, LEG MOUNT 385273 ITEM QTY. _ DWG. NO. DESCRIPTION PLAN • NOTES: SEE SHEET 2 OF 2 FOR SECTIONS "A —A" & "13-8". • •• •L• IST .OF • MATERIALS ... • . ... . 1. THE MOUNTING ARRANGEMENT OF THE MOUNTS FITS MONOPOLE µ/16" AS. MAX. O SABRE COMMUNICATIONS SHOWN ON THE PLAN VIEW ARE TYPICAL ONLY, AT TOP OF THE POLE. SIOUX CITY, IOWA AND MAY HAVE TO BE ALTERED AT THE TIME OF INSTALLATION TO FIT THE ACTUAL REQUIREMENTS. INSTALLATION DETAIL FOR ANTENNA 2. DO NOT REMOVE MORE THAN FOUR BOLTS AT ONE TIME WHEN REV 0A CON jD�FNTIpI, MOUNTING FRAME W/ GRATING DESCRIPTION (ROTATABLE ON MONOPOLE) Informatio con eat hhearein 1s the sole ROTATING TOP OF TOWER. UNLESS OTHERWISE SPECIFIED MATERIAL: ppropertyy ROTATE TOP OF TOWER UNDER A NO WIND CONDITION ONLY. ALL OIMEN510NS INCLUDE COrp oro 0 on of , constitutes o trade secret Sabre Communications CRASHES AND ARE M MMES 011011 defined by Iowa Code Ch. 550 and SIZE DRAWING NO. I REV 3. COAT MATCHING SIDES OF PLATES W/ ONE COAT TOLERANCES FRACTIONS in whole or in part for on purpose hall not be reproduced, copied or used 9013018 0 DATE 8/30/99 B GRAPHITE DRY LUBRICANT. mass *1/2 oEC. TOLERANCES DO NOT APPLY whatsoever without the prior .ripen consent DRAWN BY MLC maims • .010" TO RAW MATERIAL of Sabre Communicotions Corporation. CHECKED BY DLW I SCALE I SHEET NONE 1 OF 2 5/8" LIGHTNING ROD MOUNTING POSITION IF REQUIRED • - n n ii D • N N II 11 e e e e 11 ii • 0 o s I , \........11\w 7 r L' .. CID [ iv ke ke 0 0 0 _.......ur,___........„__MMINELIW, \ I. MEMOMINNomh.l. :41INNWommii I il . 0 11 1 m 0 m m m o 0 ° i , mm © EE NOTE 2 & 3 (PAGE 1) SECTION "A —A" MONOPOLE s SECTION "B —B" IMES: FITS MONOPOLE W /16 A.F. MAIL O SABRE COMMUNICATIONS AT TOP OF THE POLE. SIOUX CITY, IOWA • INSTALLATION DETAIL FOR ANTENNA CONFJDENTIAI, MO.UNTING .FRAME. W/ GRATING REV DATE DESCRIPTION - Informatio contan erem S the sole UNLESS oTMERWSE SPECIFIED MATERIAL: property of Sabre Communications (ROTATABLE ON MONOPOLE) ALL DIMENSIONS INCLUDE rporo ion, constitutes o trode secret SIZE DRAWIN0 N0. REV MUSKS AND ARE IN INCHES as defined by Iola Code Ch. 550 and TOLERANCES: FRACTIONS ± 1/32. shop be not reproduced, f copied or used DATE I e/30/99 B 9 01 3 O 18 0 o in whole m part for any purpose ANGLES : 1/2 DEC. TOLERANCES DO NOT APPLY Whatsoever Without the prior Written consent DRAWN BY MLC SCALE SHEET meatus 3 .010' TO RAW MATERIAL of Sabre Communications COrporati0n. CHECKED BY OLW NONE 2 OF 2 • I I THIS DIMENSION MUST BE EQUAL AT ALL THREE LOCATIONS TO ENSURE 120• SEPARATION © OF COLLAR MOUNTS. NOTES: _ 1. USE "TURN OF THE NUT" METHOD WHEN TIGHTENING THE 5/8 "0 x 12" THREADED ROD ASSEMBLIES. 2. CHECKING THE TIGHTNESS OF THE THREADED ROD ASSEMBLIES `` SHALL BE PART OF THE REGULAR MAINTENANCE OF THE POLE. _ _ CIRCUMFERENCE TO DIAMETER REFERENCE CHART / CIRCUMFERENCE DIAMETER KIT NO. tillk 37 11/16" TO 56 9/16" 12" TO 18" C10112001 0 56 9/16" TO 75 3/8" 75 3 / 18" TO 24" 010112002 24" TO 30" C 10112003 8" TO 94 1 4" \ \ / �.. . `� 94 1/4" TO 113 1/8" 30" TO 36" C10112004 '% I V 113 1/8" TO 131 15/16" 36" TO 42" C10112005 �t ��\ �! 131 15/16" TO 150 13/16" 42" TO 48" C10112006 1`11 I 1 j' \ 150 13/16" TO 169 5 /8" 48" TO 54" C10112007 2 C40998002 9 ASTM A193 GR 87 GALV THR'O ROD ASSEMBLY 5/8"o x 12" 12,0# I GUSSETS SHOWN PARTIAL ITEM PART NO. Q. DESCRIPTION WEIGH' 0 PLAN VIEW (FOR CLARITY) TYPICAL HARDWARE INCLUDED WITH EACH TRI- COLLAR BRACKET KIT C10112007 CW0007 3 COLLAR MOUNT WELDMENT 48" TO 54" DIA. POLE 324.0# III1N411111% C10112006 CW0006 3 COLLAR MOUNT WELDMENT 42" TO 48" DIA. POLE 298.2# O 010112005 CW0005 3 COLLAR MOUNT WELDMENT 36" TO 42" DIA. POLE 272.1# 1 010112004 CW0004 3 COLLAR MOUNT WELDMENT 30" TO 36" DIA. POLE 243.3({ '° 1,4I::,.. 0 1 01 1 2003 CW0003 3 COLLAR MOUNT WELDMENT 24" TO 30" DIA. POLE 216.6// °= `' - ' 1 f C CW0002 3 COLLAR MOUNT WELDMENT 18" TO 24" DIA. POLE 184.5# C10112001 CW0001 3 COLLAR MOUNT WELDMENT 12" TO 18" DIA. POLE 144.0# I " ]'„ ITEM KIT NO. PART NO. QTY. DESCRIPTION. WEIGHT I - VARIOUS TRI - COLLAR BRACKETS 9 SABRE COMMUNICATIONS SIOUX C[TY, IOWA MULTI PURPOSE TRI - COLLAR CONFIDENT[�I, BRACKET ASSEMBLY REV DATE DESCRIPTION Information contained herein is the sole • UNLESS OTHERWISE SPECIFIED MATERIAL: property • of Sabre Communications FOR MONOPOLES µL Da.�E715 Y IS INCLUDE SE constitutes a trade secret SIZE DRAWING NO. REV • FINISHES ANO ARE IN INCHES OS defined by Iowa Code Ch. 550 and TOLERANCES: FRACTIONS : I /sz' shall not be reproduced, copied or used DATE 1 6/20/00 B C 1 0 1 1 2 0 in whole or in port for any purpose 1 ELEVATION VIEW •NNCLES : +/s MC. TOLERANCES 00 NOT APPLY whatsoever without the prior written consent DRAVN BY BCT SCALE SHEET OECU,IALS : .Oita' TO RADA MAT(RIM of Sabre Communications Corporation. CHECKED BY KLE /DLW NONE 1 OF 1 • • kAk ®— . GRATING LEFT OUT FOR CLARITY I 11 SEE NOTE 2 ® ® O SECT "B -B" C SECT "A -A" (2) FUITWASHERS PER BOLT SEE NOTE 1 I IID HARDWARE WEIGHT 44.i 0 P( \ \ . r . © -/ 16 60 C40031003 FLAT WASHER, 5/.8 "0 41 •`�� \ 15 48 C40026023 BOLT ASSEMBLY, 5/8 "0 X 2 A325 20.: ���.�` \ \ \\ � I �' 14 12 C40026025 BOLT ASSEMBLY, 5/8 "0 X 2 .1/2 A325 5.1 �.�� \ \ \ \ \` \\ \ I / 13 6 C40045002 BEVEL WASHER, 5/8 "0 1.( !' \\ \ \\ 12 18 C40026037 BOLT ASSEMBLY, 5/8"0 X 6 A.325 13.( VA ,' ,,` ` \ \ `` ` \ ■ \ ,. \ / i \ ; ,, / © © N0. QTY DWG. NO. DESCRIPTION WEIGf \ \ \ \ \\ \ \ \\ \ \ \\ � . , . �, .4 0 1 '7% HARDWARE KIT C40998015 0 :. \ \ \\ \ \ \\ 0 `` � � `��'� �� \ \\ \ \ \\ \ \ \\ \ APPROX. GALV. WEIGHT 1126.7 ♦.',441.,•• \... ; ���.��� \ \ \\ \ \ \ \ \\ \ \ \ \\ \ \ \ \ \\ ■ I 1 1 1 C40998015 HARDWARE KIT 44.6 •`,41:0 • ` \ \ \ \\ \ \ \�\ \ \ \ \\ \ \ \ \\ \ \ \ \\ \ ® 10 30 C40022001 CRATING CLAMP 3.0 C' 6►: � \��� \��� \` \�� \ \\ �� \ \� \ \ \ \ \\ \ \� \ \� ��* 9 3 CS0028 PLATFORM GRATING ♦\ A \. 0 \ ∎•..... \ \.. 42.0 r.• Aw+ i..; e..; ...:....;...•:....:....;....`. 8 3 CS0027 PLATFORM GRATING 207.9 V IV lJ U 7 3 CS0024 BACK —UP PLATE 6.0 0 6 : 3 CS0023 BACK —UP PLATE t 6 8 5 3 CS0022 TIE PLATE 40.5 PLAN VIEW 4 3 CS0021 END PLATE 75.9 NOTES: 3 3 CS0020 FLOOR CHANNEL 140.7; 2 3 CS0019 FLOOR CHANNEL 318.9i 1. TRI— COLLAR MOUNTS MUST BE PURCHASED SEPARATELY. 1 3 CW0010 PLATFORM ARM WELDMENT 230.41 2. MOUNTING PIPE & U— BOLTS MUST BE PURCHASED SEPARATELY. N0. Q1Y, DWG. NO. DESCRIPTION WEIGH 3. PLATFORM WILL SUPPORT 3,4, OR 5 MOUNTING PIPE ASS'YS. PER FACE. 4. HANDRAIL KIT MAY BE PURCHASED SEPARATELY LIST OF MATERIAL KIT NUMBER C10116004'. llQIFM 0 SABRE COMMUNICATIONS SIOUX CITY, IOWA PLATFORM FOR 12" TO 36" O.D. TAPEREC Information CONFIDENTIAL, MONOPOLES 12' -0 ANTENNA SEPARATION REV DATE DESCRIPTION Information contained erein is the sole UNLESS OTHERWISE SPECIFIED N�TEScRI property of Sabre Communicotions Fl1 6 Np D iH n ES os Corporation, ne d Ch. d 550 and SIZE DRAWING NO. REV TOLERANCES: FRACTIONS A I/32- in whole or in or copied or o sd DATE 7 /20/00 B 010116003 0 sl whole be reproduced, o cop for any purpose ANGLES 5 1/2 DEC. TOLERANCES 00 NOT APPLY whotsoever without the prior written consent DRAWN BY KLE oeeLS z .oio' TO RATA o1 Sabre Communicohons Cor BY BCT SCALE SHEET OF 1 • 44 © o ( ---- 41;-:- v • Ci • � C CO 0 I 0 • D 0 _ TOP OF PLAN MONOPOLE ROTATABLE MONOPOLE SECTION NOTE; SUPPORT ANGLE (ITEM #2) CAN BE MOVED UP & DOWN THE TOP MOUNT WELDMENT (ITEM #1) FOR ADJUSTING PLACEMENT OF LIGHTNING ROD IF SO DESIRED. : �� 5 4 BOLT ASSEMBLY, 3/4`0 X 3 1/2" BA0343' Ali 4 1 U —BOLT, 5/8 "0 W /NUT & LKW 54034f ELEVATION 3 1 LIGHTNING ROD, 5/8 "0 X 4 —O" 25002: 2 1 38A5205 ANGLE, LIGHTNING ROD SUPPORT 38520; 1 1 88A4139 WELDMENT, TOP MOUNT 884135 ITEM QTY. DWG. NO. DESCRIPTION PART N. UNLESS OTHERWISE SPECIFIED MATERIAL: LIST OF MATERIAL ALL oMENSONS INCLUDE "NS AND ARE IN INCHES O a bre TOLERANCES; FRACTIONS t 1 /18 CommunIcatlona ANGLES t 1/2 DEG TOLERANCES 00 NOT APPLY Corporation DENbAALS : .010 • TO RAIN NArERUI FIDE LIGHTNING ROD EXTENSION ASSEMBLY . . Informatio contained Ulf the sole property of Sobre Communicotions as Corporation. ne constitutes Ctrade 550 and SIZE DRAWING NO. RE' — shall not be reproduced. copied or used DATE 10/22/25 B 9013603 C in whole or in port for any purpose whatsoever without prior written consent DRAVN BY MLC I REV DATE DRN^CHK OESCRIPTIDN of Sabre Communicotions Corporation. CHECKED BY DLW SCALE PAGE NONE 1 OF I • Bolt Installation Details:. 1. Installation of Bolts: Bolts for towers and ontennos shall be installed with the nuts toting to the outside and /or to the top of the tower, unless prohibited by lock of clearance. 2. Tightening of Bolts: (Based on Specificotion for Structurol Joints Using ASTM A325 or A490 bolts) a. Sheor/Beoring Connections: Bolts in connections not subject to tension loads (such os bracing bolts and most antenno mount bolts) shall be instolled in properly aligned holes, but need only be tightened to the snug tight condition. The snug tight condition is defined as the tightness thot exists when all plies in o joint are in firm contoct. This may be attained by o few impacts of an . impact wrench or the full effort of a mon using on ordinary spud wrench. b. Direct Tension Connections: Connections subject to direct tension (such os leg splice bolts) shall be installed in properly aligned holes and tightened by the turn —of— the —nut tightening method. Turn —of —nut Tightening Method: Bolts shall be installed in all holes of the connection and brought to o snug —tight condition (defined obove). Following this initial operotion, all bolts in the connection shall be tightened further by the following amount of rotation. For bolt length up to and including 4 diometers: 1/3 turn For bolt length over 4 diameters but less than 8 diameters: 1/2 turn For bolt length over 8 diameters but not exceeding 12 diameters: 2/3 turn 3. Nut Locking Device: All nuts shall be equipped with some type of nut locking device. See the individuol drawings for the type of nut locking device to be used for each individual opplicotion. xars. O SABRE COMMUNICATIONS SIOUX CITY. IOWA CONFJDENTIAI BOLT INSTALLATION DETAILS REV DATE DESORPTIO Information contained rem is the sole UNLESS A TNERwe E SPECUtEO MAMMAL: property of Sabre Communications ALL DIMENSIONS INCLUDE . Corporal - ion, constitutes o trade secret SIZE DRAWING NO. REV FnvlsNES AND ARE IN mCNES as defined by lowo Code Ch. 550 and TOLERANCES: FRACTIONS A 1/32• in whole or in art f osd DATE I shall whole be reproduced, pt d copied or one purpose 1/28/00 B 9014671 0 ee I( ANGLES : 1/2 0E0. TOLERANCES 00 NOT APPLY whatsoever without the prior written consent DRAWN BY MJM Maims ! .010 TO RAw MATERIAL of Sabre Communications Corporotion. CHECKED BY KJT /DLW I SCALE NONE I SHE OF 1 • • • MONOPOLE 3/8" X 1" BOLT W/NUT. LKW & FLATwASHER SECONDARY DIAG. BOTTOM EXIT PORT �► WELDED SECTION MAIN DIAG. e OF MONOPOLE O 0 O O O O O O O 7 o 0 0 0 0 0 0 0 0 ,. DIAG. SPLICE PLATE ` ; / ZIIIIIIIIIIEI NAME PLATE • p• J H ORIZONTAL , . [—] . USE BOLT SUPPLIED TYPICAL FOR MODEL 3600 & 4400 . "m N7TH TOWER • WELDED GUYED TOWER SABRE NAME PLATE TYPICAL FOR MODEL S3TL & S3R 3/8" X 1 1/4" ANGLE TOWER LEG SELF— SUPPORTING TOWER BOLT W SHER W & FLATWASHER (X— BRACE) '.Try OUTSIDE DIAG. SABRE NAME PLATE OUTSIDE DIAG. USE BOLT SUPPLIED INSIDE DIAG. INSIDE DIAG. WITH TOWER 4 TYPICAL FOR MONOPOLE STRUCTURE it NOTES: SABRE NAME PLATE USE BOLT SUPPLIED , NAME PLATE SHOULD BE MOUNTED AT TYPICAL FOR MODEL 3000 / 3600 / 4800 WITH TOWER ______ „ APPROXIMATELY EYE LEVEL WHEN POSSIBLE. ANGLE GUYED TOWER ..- UNLESS OTHERWISE SPECIFIED MATERIAL: .. Au oaa ENSaNS weLUOE flNISNE$ AND ARE w wCNES TOLERANCES: FRACTIONS t 1/16' o a bre SABRE NAME PLATE osc N+G� t 1/2 DER TOLERANCES DO NOT APPLY at poratoona OPTIONAL MOUNTING INSTALLATION n. LS t .010' TO RAW MATERK Corporation FOR MODEL S3TL & S3R c oNFln tTtpt, SABRE NAME PLATE • Informatio c ontain erem Is the lore p of Sabre Communications SELF — SUPPORTING TOWER Corporat co nstit u tes a trade s (X — BRACE) as de b loco Co Ch. 55 ecret 0 and SIZE DRAWING NO. REV shall not be reproduced, copied or used g 906956 2 I T ....:i �liLG41 ®S9II�LLSt4 in whole or in port for onY purpose DATE 10/15/96 I'LL c7Ea�11;A•. Whatsoever Without pri Wrillen co DRAWN BY DEM REV DATE 0RWa p CHECKED BY RGF SCALE OESCRIPTION 01 Sobre Communications Corporation. No ne PAGE A 1 OF 1 • NOTICE . • ALL PIECES MUST BE INVENTORIED WIT HOURS OF DELIVERY TO THE JOB SITE HIN 24 ANY SHORTAGES . REPORTED AFTER . OF DELIVERY WILL BE THE R ER 48 HOURS THE SUBCONTRACTOR. RESPONSIBILITY OF . 0 SABRE COMMUNICATIONS SIOUX CITY, IOWA pEN • REV DATE ' Informatio co herein the sole INVE NTORY REQUIREMENT SHEET miss o1NERw15E secant° mamma � prope of Sabre Communications FINISHES INC Es as def n by Cie Ch 0 550 and AU. DIMENSIONS TOLER NcES: FRACTIONS 5 1/32' shall not be reproduced, copied or used SIZE DRAWING NO. REV moss : T�2 OM TouRANCes NOT in w hole or in port for any purpose DATE 5 12 97 B 907901 0 oeauus 5 .010• TO RAW HATERUL r o f Sabe Communications o written of on. DRAWN BY ZAK CHECKED BY JD SCALE SHEET NONE 1 OF 1 • • P ETERSON STREHLE MARTINSON, INC. CONSULTING ENGINEERS Attachment 3 • Appurtenance Information 2200 SIXTH AVENUE SUITE 601 PHONE 206 - 622 -4580 SEATTLE, WASHINGTON 98122 FAX 206 - 622 -0422 , . . : . • Cirigalar*. CINGULAR WIRELESS . HwIREtEss:::H • '' Market Portand Dual Band 85011900 MHz 10 . 21 ..: 4 ii - i. '''-4 • 0 •AMMI - 1 0 Rfa r- t&MeatWanict.OSilifiatii4iii.Pata:SOWetRO-WtallrialMgalaX: 4::.i.e4fr::44MIL Cluster Id: 1 Updated On: [March 14, 2005 Site Id: PT87 Site name: TIGARD NE Address:110955 SW 69TH AVE, TIGARD, OR Latitude 145.4414711 N Longitude .122.7439728 .A7.7=43 NuMber "of 6:dating Antonin ''' • 1 + Add 1 - '- Existing Antenna Model. , '• ; • ". • , 0' . '• : 'TA803Ft90 • ; , TA803TOR60: • • Eldsting Feeder-Diameter ' • _ '1:-"..2)1 5/8 8,2) 7/8 . : • • • 2) 1 :5AI 8. 2) 7/10 ,-.:-- Eidstinn Feeder Length (fL)• - : 0 7 . • - 125 T 125 Remmlai.of al:dating:Feeder replaced • • • - ti:• _ : ••• , No..: - • - Sectorisation!Required/41111018WOMMOMM4:14111 AUTt74181100110n-IVQ541-4,.• laan_ j Mftrit!:ii.,14791:59gagiMf5M ;X:VicAM-860=1012 ASM-.T_Kc742264 NeVAsitekiliMeAMO llf9Mtkk,Vg VO.Zytigk4KetfiriillitM4M WAOS4Vaft.MTagM.W it-55A 7;31 ri610 4x TIWOM U0k;51:81i 10 3 'it5 :50Aft NoirAfitia 1III S •tit:f=g38:4W.0? -•• .f.':•falfWagfe4:4 -- -..*- 7 0g,‘ATOW44W Ne*EtkTilt•850:Age t,,•''k+7•MdatiliffV.•MOSIt MfgMeg•'Eidsting finnii,ELWilt1900a5MM Neirrmuthg:W:r+1 meer' TOtal•NifintertiffeedersTiMt; Otn§ft,Na eiMiiiiii-FoaersWtIfMA&Mt•-*=f9fg: tt*-:.;k1;r:%1:%...t"OtWeav "§i•Vg.' tieTviiFeidiete ' 125 125 fainniTaitider,VeifddriMSW. WOW, NiimberitClUmlitit CableTAV::, c TZ — . 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These cross-polarized antennas offer diversity ' ''- - a f` ` operation in the same space as a conventional 800 MHz antenna, and are mountable on our compact sector brackets.' • Wide band operation. `' - 81 I , • Exceptional intermodulation characteristics. 824 -960 MHz ° --. AN F- • Remote control ready. .LL: �: =r. Ai, � J 1 • Various gain, beamwidth and downtilt ranges. �� ..., 141 /, • AISG compatible. ' • •�� ' ! i • 9 gt P g 11 ►�5 Hi h stren h uftruded fiber lass rad �k � $ 1::`,-.1 General specifications: ' �� � 1 4L e V1 Horizontal pattern Vertk�l pattern - � Frequency range 824 -960 MHz Horizontal X 1710 -2170 MHz +45°-polarization +45 °-polarization -polar � ', g O -45 °- polarization -45°-polarization ` cti Impedance 50 ohms .,, •. _r ;�.� 0° - 10° el downtilt _.;;, "•,;.• X VSWR <1.5:1 .w, , -?.. Intermodulation (2x20w) IM3: -150 dBc 1710 -2170 MHz . .•' ? Polarization +45° and -45° ? '�5,,,> X Connector 4 x 7/16 DIN female ._ • 1! is Isolation intras stem >30 dB , . , ° = :. `> 1 , 1 intersystem >45 dB (824 -960 // 1710 -2170 MHz) '�•� 4/Ir. ., ;p X Weight 52.9 Ib (24 kg) 4 e .0 a � �1!�41 s t t 0 Dimensions 76.3 x 10.3 x 5.5 inches �•Q�@b �� t., , I (1936 x 262 x 139 mm) � � 131 r `.1 ® > � :i Equivalent flat plate area 6.16 ftz (0.572 m2) ' , *- i I Wind survival rating* 120 mph (200 kph) - ` FI Horizontal pattern Vertical pattern �•. Shipping dimensions 109.9 x 11.3 x 7 inches +45° +45°-polarization � . (2790 x 287 x 177 mm) -45° on a" .:s , Shipping weight 81.6 Ib (37 kg) 0 elm downtilt ''. 14; Mounting Fixed mount options are available for 2to4.6 inch (50 to 115 mm) OD masts. See reverse for order information. Specifications: 824 -894 MHz 870 -960 MHz 1710 -1880 MHz 1850 -1990 MHz 1920 -2170 MHz Gain 13 dBd/15 dBi 13 dBd/15 dBi 14.7 dBd/16.7 dBi 15 dBd/17 dBi 15.2 dBd/17.2 dBi Front -to -back ratio >23 dB (co- polar) >23 dB ( co-polar) >23 dB (co- polar) >23 dB (co-polar) >23 dB ( co-polar) Maximum input power 250 watts (at 50 °C) 250 watts (at 50 °C) 200 watts (at 50 °C) 200 watts (at 50 °C) 200 watts (at 50 °C) +45° and -45° polarization 85° (half- power) 88° (half - power) 88° (half- power) 88° (half - power) 88° (half- power) horizontal beamwidth +45° and -45° polarization 10° (half- power) 9° (half- power) 5.5° (half- power) 5.2° (half- power) 5° (half- power) vertical beamwidth Electrical downtilt 0 ° -10° 0 ° -10° 0 0 0 -6° 0 continuously adjustable Sidelobe suppression for 0° 5° 10° T 0° 5° 10° T 0° 3° 6° T 0° 3° 6° T 0° 3° 6° T first sidelobe above horizon 16 16 14 dB 16 16 14 dB 18 18 16 dB 18 18 16 dB 18 18 16 dB Cross polar ratio Main direction 0° 20 dB (typical) 20 dB (typical) 20 dB (typical) 20 dB (typical) 20 dB (typical) Sector ±60° >10 dB >10 dB >10 dB >10 dB >10 dB `Mechanical design is based on environmental conditions as TW stipulated in EIA -222 -F (June 1996) and/or ETS 300 019 -1- 4 which include the static mechanical load imposed on an ...,' antenna by wind at maximum velocity. See the Engineering AMERICELL registered trademarkof Kathrein Inc ., Scala Division. 10726 -A Section of the catalog for further details. 936.A2019 Kathrein Inc., Scala Division Post Office Box 4580 Medford, OR 97501 (USA) Phone: (541) 779 -6500 Fax: (541) 779 -3991 Email: communications @kathrein.com Internet: www.kathrein- scala.com 4 • . r' -. • , Z4 + . - 742 -264 AP14/17- 880 /1940 /065D /ADT/XXP 5 C A L A D I V I S I O N Multiband Directional Antenna Kathrein's dual band antennas are ready for 3G applications, � i{ covering all existing wireless bands as well as all spectrum tg.k1' I under consideration for future systems, AMPS, PCS and 3G/ . s "ti UMTS. These cross - polarized antennas offer diversity operation t, , i P. in the same space as a conventional 800 MHz antenna, and'° ` ' are mountable on our compact sector brackets. c o ' p F t -t. F • Wide band eration. !" op 824 -960 MHz 'i: VW; L_ • Exceptional intermodulation characteristics. �� p \4 a 4 {; • Remote control ready. d 4 6 4 N � 14 0 4 4 4 �`� 'j • Various gain, beamwidth and downtilt ranges. 4 / / ��� 10 y: -1,1 , I ? + IHrM�ee lelwi IMIw�C'F'/.GwzoI f N y ; = C ; • AISG compatible. � � ; `: �w u'ii "mac � , 1 : • High strength pultruded fiberglass radome. 0I�'�iiiiD� dlj � g I i; �kIN* f . . . � ' sseae � e 114111084"b sseast- UP General specifications: 4' '° $ • ° Y 1 r , t. Frequency range 824 -960 MHz Horizontal pattem Vertical pattern 11?-1. 1710 -2170 MHz t45 *45°- polarization t 0 ° -14° electrical downti , : s e lt ��f . -. Impedance 50 ohms ,a 4 -$: ri 4 i 'L VSWR <1.5:1 • ,3 Intermodulation (2x20w) IM3: -150 dBc 1710 -2170 MHz Polarization +45° and -45° Connector 4 x 7/16 DIN female ����� ��� % Situ /Q Isolation intrasystem >30 dB �Ede�� ®�� ®��'�o y� ►����e� ol� �� j �Q _ „_ intersystem >45 dB (824 -960 // 1710 -2170 MHz) y�eb �iiEd/0 1 40 �aQ. � �llll %� s� Weight 36.4 Ib (16.5 kg) C AI�' FV � R W AI % i�jt1 0 Dimensions (1296 x 262 x 139 mm) �'�a� " �� � � jyy� � V.ii i �� x Equivalent flat plate area 4.13 ft (0.384 m r e • �d�east � r - s�ea�'� O tar Wind survival rating' 120 mph (200 kph) Horizontal pattern Vertical pattern X Shipping dimensions 62.6 x 11.3 x 7 inches ±45 °- polarization ±45 °- polarization (1590 x 287 x 177 mm) 0°-8° electrical downtilt Shipping weight 40.6 lb (18.4 kg) X Mounting Fixed mount options are available for 2 to 0 4.6 inch (50 to 115 mm) OD masts. See reverse for order information. Specifications: 824 - 894 MHz 870 - 960 MHz 1710 - 1880 MHz 1850 - 1990 MHz 1920 - 2170 MHz Gain 12 dBd/14 dBi 12 dBd/14 dBi 14.5 dBd/16.5 dBi 14.8 dBd/16.8 dBi 15 dBd/17 dBi Front - to-back ratio >28 dB (co- polar) >28 dB (co-polar) >25 dB (co- polar) >25 dB (co-polar) >25 dB ( co-polar) Maximum input power 250 watts (at 50 °C) 250 watts (at 50 °C) 200 watts (at 50 °C) 200 watts (at 50 °C) 200 watts (at 50 °C) +45° and -45° polarization 68° (half- power) 65° (half - power) 65° (half- power) 65° (half- power) 63° (half- power) horizontal beamwidth +45° and -45° polarization 16° (haif- power) 14.5° (half- power) 7.5° (half- power) 7° (half- power) 6.5° (half- power) vertical beamwidth Electrical downtitt 0 ° -14° 0 ° -14° 0 0 -8° 0 0 -8° 0 °-8° continuously adjustable Sidelobe suppression for 0° 7° 14° T 0° 7° 14° T 0° 4° 8° T 0° 4° 8° T 0° 4° 8° T first sidelobe above horizon 14 14 13 dB 14 14 13 dB 16 16 15 dB 16 16 16 dB 16 16 16 dB Cross polar ratio Main direction 0° 20 dB (typical) 20 dB (typical) 16 dB (typical) 18 dB (typical) 20 dB (typical) Sector ±60° >10 dB >10 dB >10 dB >10 dB >10 dB 0 `Mechanical design is based on environmental conditions as TOV stipulated in EIA -222 -F (June 1996) and/or ETS 300 019-1 - 4 which include the static mechanical load imposed on an LSO 4301 antenna by wind at maximum velocity. See the Engineering 10633 -E Section of the catalog for further details. 936.A2073 Kathrein Inc., Scala Division Post Office Box 4580 Medford, OR 97501 (USA) Phone: (541) 779 -6500 Fax: (541) 779 -3991 Email: communications @kathrein.com Internet: www.kathrein- scala.com • r • 6 . . A ` j Swedcom Corporation - ALP 9212 -N r _� .' Log-Periodic ReflectorAntenna = �`'-` 92 Degrees i2 dBd : `' � r - • . ::s.0 . - Features: - _ { - 0 Broadbanded. (800 -900 MNz) L . - c - yti • 0 Low backiobe radiation. Front- to-back = } • ratio better than dB ▪ e �--r- O Low Intermodulation Products. - • - ` .: . = - ...'•-f--4,. " - O Low Wind 4oad. " • = = ` • O Low weight. - � ' j _ O Rugged design. .II gTM - . _ . Pte tease see the following pages including '. 1 • - radiation pattems/tables ALP 9212 - N. `} Electrical Specifications: Mechanical Spec>ficatl�ns: i • Frequency range: 806 -896 MHz Overall Height: 52 in - (1320 mm ) . � Impnce:- 50 ohm Width: 11.4 in (290 mm) • Connector: N- female or 718' -EIA Depth: 11.4 i ) VSWR: Typ.1.3 :1 max 1.5:1 Weight Including brackets: • 267 lbs )290 2 Kg . Polarization: Vertical Rated wind velocity: 113 mph (180 Km/h) Gain: - 12 dBd Wind Area (CxA/Front): _ 1.9 sq.ft (0.36 sq.m) Front to bade ratio: - >28 dB - Lateral thrust at rated wind • Side -lobe supression: >16 dB Wotst case: OVA" 1 Intermodu ation: (2x25W): IM3 >146 dB IM5 >153 dB 1M7 & x >163 dB M • Power Rating: 500 W - H-Plane: dB 95 ° - Radiating elements: Aluminum E- Plane: -3 dB 15 ° Element }sousing: Grey PVC Lightning Protection: DC Grounded • Back-plate: Aluminum 10 • ' Mounting hardware - ` damps: Hot dip galvanized steel 1.5— — bolts: Stainless steel . t.o " r . i Manufactured by: Angon System AB - - 800 . 820 840 860 ' 880 900 • C - --, . . . . IL -T TA -803 Adjustable Sector 806 -896, 824-896, 890 -960 MHz The TA-803 adjustable sector is a broadband dipole array, enclosed in an aluminum .:.. base with an ASA UV stabilized radome for superior performance and 4.,,, .. 1,, „ .j}... weatherability. Extremely low side lobes, an adjustable azimuth pattern and up to 15 1 • degrees of mechanical downtilt make this a remarkably versatile antenna. Electrical Specifications Mechanical Specifications .. , L y Frequency Range: 806 -896, 824-896, 890 -960 MHz Length: 48 in. (1220 mm) Gain: 12.5 dBd © 60 °, 11 dBd @ 90° Width: 13 in. (330 mm) 10.75 dBd @ 105 °,10.5 dBd © 120° Depth: 8 in. (203 mm) is VSWR: 1.5:1 max. 1.35:1 typical Weight (incl. Clamps): 34 lb. (15.4 kg) J, -; Front to Back Ratio: 25 dB min. 30 dB typical Rated Wind Velocity: 125 mph (200 km/h) i + = Polarization: Vertical Hor. Thrust at rated wind: 269 Ib. (122.1 kg) t : ' Rating: Mechanical Tilt: 0 - 15 degrees (w/ TMC-104) : Power Rati 500 Watts l,. a - H -Plane Beamwidth: 60, 90, 105, 120 degrees Mounting (O.D.): 1.75 - 4.0 in. (44.5 - 102 mm) tt -= - . E -Plane Beamwidth: 18 degrees :1'6 , Electrical Downtif: 0 °, 4 °, 6 °, 8 °, 10 °, 18° Materials *,•4 , •;.r Cross Pol. Discrimination: 20 dB min. Impedance: 50 ohms nominal Radiating Elements: Irridited aluminum ' " = Termination: N female (7/16 optional) Reflector: Irridited aluminum Radome: Gray UV stabilized ASA Typical mid band values. (For details . contact factory) Clamps: HDG steel H -Plane E -Plane . 60° 4 &w* ■Tiffi 4A‘ W T 0 4 4t# 1,1 ♦ 2 70 0 -4- 6 - -10 _ . 0-4-4—to �. � N o OM* MO ft MI o— v —a r �t�GGo . �ag1.. • 90° &calk ; , -- �,4/Wa T4 0 0 off, 1 1110'4 270 0- 4- -6 - ••- M. 0� � 00 *jP��1��* ► � % ∎"-- •■ �_ nap illrakt 1110„1, 1/111 411■ 1110 WAITBNI ������ 105° Wii :le�, , I f q . r � ' 4';0114 ,• .•. 270 0- 4- .6- -1 0 I ` \ � r _� ' 00 mg �.• ems:.; ��..,,..: �.... _ _ ` 120 � �� T10 ,,. 270 0- 4 -4 --10 = rA t =T�ia 00 arakt,.. v.4410 TIL -TEK Antennas www.tiltek.com (613) 258 -5928 Form 2004 -803 2005 -02 -15 Specifications subject to change without notice