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I r RECEIVED JUL 18 2012 1SEhMAN CITY OFTIGARD ENISMIBING t/lols,lie BUILDING DIVISION Structural Analysis Report Prepared for: CI OF TIGARD Sprint Sites USA Approved 1825 Lockeway Drivec"diti0tter toYSee Follow Suite 201 [ I Attache• .,..„ Alpharetta, GA 3000'ermitNumber: ! lb i z—A+_ ' �► Ad. 2-" . .J ATTN: Ms. Deborah MacMN - 41'1111Date: Sin 2— Approved Approved plans shall be on job site. Structure : 100 ft Self Supported Toweraa-eire/272-- Proposed Carrier : Cingular OFFICE COPY Site ID : PO03XC041 Site Location : Tigard, OR County : Washington Date : July 12, 2012 Usage : 70.0% Legs, 78.0% Diagonals, 20.0% Horizontals Semaan Engineering Solutions,LLC 1079 N.205th Street,Elkhorn,NE 68022 Phone:402-289-1888 July 12, 2012 Page 1 Introduction The purpose of this report is to summarize results of the structural analysis performed on the 100 ft Self Supported Tower located at Tigard,OR,Washington County(site#PO03XC041). The tower was originally designed and manufactured by FWT. Tower information was obtained from the provided NorthWest Tower Engineering analysis dated October 15,2008. Analysis The tower was analyzed using Semaan Engineering Solutions, Inc., Software. The analysis assumes that the tower is in good, undamaged, and non-corroded condition. The analysis was performed in conformance with ANSI/TIA-222 Rev G and local building codes for a basic wind speed of 85 mph no ice and 30 mph with 1"1/4 radial ice (3-second gust), Structure Classification II, Exposure C. This is in conformance with the IBC 2009: Section 1609.1.1, Exception(5) and Section 3108. Basic Wind Speed: 85.0 mph Radial Ice: 30 mph w/ 1.25" ice Code: ANSI/TIA-222 Rev G Antenna Loads The following antenna loads were used in the tower analysis. Existing Antennas Elev.(ft) Qty Antennas Mount Coax(in) Carrier 6 TMA (9)7/8 (18) 1 5/8 100.0 9 800 10121 (3)PCS frames Stacked Cingular (3)rows of(6)lines 3 RRH-800 MHz (3) 1-1/4 85.0 6 RRH-PCS 1900 MHz (3)PCS frames Hybrid Sprint 3 APXVSPPI8-C Cables Proposed Antennas Elev.(ft) Qty Antennas Mount Coax(in) Carrier 1 P65-17-XLH-RR 98.0 2 AM-X-CD-16-65-OOT-RET Existing Mounts (3)5/16 Cingular 6 RRUs A 1 Surge Arrestor The proposed transmission lines may be placed anywhere on the tower. Existing lines shall be stacked as indicated above. July 12, 2012 Page 2 Results The existing Self Supported Tower is structurally capable of supporting the existing and proposed antennas. The maximum structure usage is: 70.0% Legs, 78.0%Diagonals, 20.0%Horizontals. Leg Forces Original Design Current Analysis Reactions Reactions Uplift(Kips) N/A 77.31 Axial(Kips) N/A 87.32 Shear(Kips) N/A , 8.63 The foundation has been investigated using the supplied documents and soils report and was found adequate. Therefore, the foundation will not require modification. Conclusion Based on the analysis results, the existing structure meets the requirements per the ANSI/TIA-222 Rev G standards for a basic wind speed of 85 mph no ice and 30 mph with 1"1/4 radial ice. If you have any questions or require additional information,please call 402-289-1888. A I Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may consist of,but is not necessary limited,to: -- Information supplied by the client regarding the structure itself, the antenna and feed line loading on the structure and its components, or other relevant information. -- Information from drawings in the possession of Semaan Engineering Solutions, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to Semaan Engineering Solutions and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary,we assume that all structures were constructed in accordance with the drawings and specifications and are in an un-corroded condition and have not deteriorated; and we, therefore, assume that their capacity has not significantly changed from the "as new" condition. All services will be performed to the codes specified by the client, and we do not imply to meet any other codes or requirements unless explicitly agreed in writing. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. In the absence of information to the contrary, all work will be performed in accordance with the latest relevant revision of ANSI/EIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. Semaan Engineering Solutions is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. IL I , r r . SEMAAN INN SOLUTIONS,I Job Information 1079 N 205th Street Tower : PO03XC041 Location :Tigard,OR Elkhorn,NE 68022 Code: ANSUTIA-222 Rev G Shape :Triangle Base Width : 12.81 ft - Client: Sprint Sites USA-GA 2 Top Width : 2.40 ft Copyright Semaan Engineering Solutions,Inc Loads: 85 rrph no ice 30 mph w/1"1/4 radial ice Sections Properties 60 mph Serviceability Section Leg Members Diagonal Members Horizontal Members 1 PX 35 ksi 4"DIA PIPE PST 35 ksl 2"DIA PIPE SPE 36 ksl 3.5X3.5X0.25 2 PX 35 ksi 3-1/2"DIA PIPE PST 35 ksi 2"DIA PIPE SPE 36 ksl 2.5X2.5X0.1875 3 PX 35 ksi 3"DIAPIPE PST 35 ksl 1-112"DIA PIPE SPE 36 ksl 2X2X0.125 1 4-5 PST 35 ksl 2-1/2"DIA PIPE PST 35 ksi 1-1/4"DIA PIPE SPE 36 ksl 1.5X1.5X0.125 Discrete Appurtenance Bev (tt) Type Qty Description h i I i 100.00 Panel 9 800 10121 t100.00 6 TMA I I I il 100.00 Panel 1 Surge Prrestor 100.00 Panel 6 RRUs 100.00 panel 2 PM-X-CD-16-65-00T-RET Set= 100.00 Panel 1 P65-17-XLH-RR . 100.00 Mounting Frame 3 PCS frames 8 85.00 panel 3 RRH-800 MHz .11..:... 85.00 Panel 3 PPXVSPP18--C6 RRH-PCS MHz i85.00 Mounting Frame 3 PCS frames 5?ot 4 _s a. a Linear Appurtenance rev(ft) From To Qty Description 0.000 100.00 9 718" Coax 40.000 100.00 3 5116" Coax 0.000 100.00 18 1 5/8" Coax r�ot 3 0.000 85.000 3 1-1/4"Hybrid Cable 01° Sort 2 2° Sect' JO 141141 77 3' k Iforrert :s it-k Vert 57.32 k Total Dow,. '5 S' k +*ora 5.33 k Total 5'ear'4 :2 k • Site Num be r: PO03XC041 Copyright Semean Engineering Solutions,Inc 1079 N 2N05�h Street LIZ Location: Tigard,OR Y 7/12/2012 5:32:26 PM Elkhorn,NE 68022 Code: ANSI/TIA-222 Rev G Phone:402-289-1888 Struct Class: II Fax:402-289-1861 Exposure: C / X Topo: 1 Z/ Section Forces LoadCase 1.2D+ 1.6W Normal 85.00 mph Normal to Face with No Ice Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Importance Factor: 1.00 Wind Load Factor: 1.60 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Of Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 5 92.50 19.57 0.30 9.66 0.00 0.19 2.611.00 1.00 0.00 5.84 35.24 0.00 894.9 0.0 406.59 776.48 1,183.06 4 80.00 18.98 1.05 6.66 0.00 0.16 2.721.00 1.00 0.00 4.84 26.62 0.00 674.0 0.0 340.44 560.16 900.60 3 62.50 18.02 3.98 20.24 0.00 0.15 2.781.00 1.00 0.00 15.46 66.54 0.00 2,209.5 0.0 1,054.80 1,329.4 2,384.28 2 37.50 16.19 7.15 25.32 0.00 0.14 2.81 1.00 1.00 0.00 21.50 66.54 0.00 2,873.7 0.0 1,328.03 1,193.9 2,521.95 1 12.50 13.36 13.05 29.16 0.00 0.14 2.801.00 1.00 0.00 29.57 66.54 0.00 3,768.5 0.0 1,505.53 985.76 2,491.29 10,420.6 0.0 9,481.19 LoadCase 1.2D+ 1.6W 60 deq 85.00 mph 60 deg with No Ice Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Importance Factor: 1.00 Wind Load Factor: 1.60 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice(Ib) (Ib) (Ib) (Ib) 5 92.50 19.57 0.30 9.66 0.00 0.19 2.61 0.80 1.00 0.00 5.78 35.24 0.00 894.9 0.0 402.42 776.48 1,178.89 4 80.00 18.98 1.05 6.66 0.00 0.16 2.72 0.80 1.00 0.00 4.63 26.62 0.00 674.0 0.0 325.62 560.16 885.78 3 62.50 18.02 3.98 20.24 0.00 0.15 2.78 0.80 1.00 0.00 14.67 66.54 0.00 2,209.5 0.0 1,000.44 1,329.4 2,329.92 2 37.50 16.19 7.15 25.32 0.00 0.14 2.81 0.80 1.00 0.00 20.07 66.54 0.00 2,873.7 0.0 1,239.68 1,193.9 2,433.60 1 12.50 13.36 13.05 29.16 0.00 0.14 2.800.80 1.00 0.00 26.97 66.54 0.00 3,768.5 0.0 1,372.68 985.76 2,358.44 10,420.6 0.0 9,186.64 LoadCase 1.2D+ 1.6W 90 deg 85.00 mph 90 deg with No Ice Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Importance Factor: 1.00 Wind Load Factor: 1.60 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 5 92.50 19.57 0.30 9.66 0.00 0.19 2.61 0.85 1.00 0.00 5.80 35.24 0.00 894.9 0.0 403.46 776.48 1,179.93 4 80.00 18.98 1.05 6.66 0.00 0.16 2.72 0.85 1.00 0.00 4.69 26.62 0.00 674.0 0.0 329.32 560.16 889.48 3 62.50 18.02 3.98 20.24 0.00 0.15 2.780.85 1.00 0.00 14.87 66.54 0.00 2,209.5 0.0 1,014.03 1,329.4 2,343.51 2 37.50 16.19 7.15 25.32 0.00 0.14 2.81 0.85 1.00 0.00 20.42 66.54 0.00 2,873.7 0.0 1,261.77 1,193.9 2,455.69 1 12.50 13.36 13.05 29.16 0.00 0.14 2.800.85 1.00 0.00 27.62 66.54 0.00 3,768.5 0.0 1,405.89 985.76 2,391.65 10,420.6 0.0 9,260.28 Page 1 • Site Number: PO03XC041 Copyright Semaan Engineering Solutions,Inc $EIVIAAN ENGINEERNG SOLUTIONS,LLC Location: Tigard,OR Y 7/12/2012 5:32:26 PM 1079 N 205th Street Elkhorn,NE 68022 Code: ANSIMA-222 Rev G Phone:402-289-1888 Struct Class: II Fax:402-289-1861 Exposure: C / X Topo: 1 Z/ Section Forces LoadCase 0.9D+ 1.6W Normal 85.00 mph Normal to Face with No Ice (Reduced DL) Gust Response Factor: 0.85 Dead Load Factor: 0.90 Wind Importance Factor: 1.00 Wind Load Factor: 1.60 Total Total Ice Ice Wind Flat Round Round Ice Elf Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf DI Dr (in) (sqft) (sqft) (sqft) (lb) Ice (Ib) (Ib) (Ib) (Ib) 5 92.50 19.57 0.30 9.66 0.00 0.19 2.611.00 1.00 0.00 5.84 35.24 0.00 671.1 0.0 406.59 776.48 1,183.06 4 80.00 18.98 1.05 6.66 0.00 0.16 2.721.00 1.00 0.00 4.84 26.62 0.00 505.5 0.0 340.44 560.16 900.60 3 62.50 18.02 3.98 20.24 0.00 0.15 2.781.00 1.00 0.00 15.46 66.54 0.00 1,657.1 0.0 1,054.80 1,329.4 2,384.28 2 37.50 16.19 7.15 25.32 0.00 0.14 2.811.00 1.00 0.00 21.50 66.54 0.00 2,155.3 0.0 1,328.03 1,193.9 2,521.95 1 12.50 13.36 13.05 29.16 0.00 0.14 2.801.00 1.00 0.00 29.57 66.54 0.00 2,826.4 0.0 1,505.53 985.76 2,491.29 7,815.4 0.0 9,481.19 LoadCase 0.9D+ 1.6W 60 deg 85.00 mph 60 deg with No Ice (Reduced DL) Gust Response Factor: 0.85 Dead Load Factor: 0.90 Wind Importance Factor: 1.00 Wind Load Factor: 1.60 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf DI Dr (in) (sqft) (sqft) (sqft) (Ib) Ice(Ib) (Ib) (Ib) (Ib) 5 92.50 19.57 0.30 9.66 0.00 0.19 2.610.80 1.00 0.00 5.78 35.24 0.00 671.1 0.0 402.42 776.48 1,178.89 4 80.00 18.98 1.05 6.66 0.00 0.16 2.72 0.80 1.00 0.00 4.63 26.62 0.00 505.5 0.0 325.62 560.16 885.78 3 62.50 18.02 3.98 20.24 0.00 0.15 2.780.80 1.00 0.00 14.67 66.54 0.00 1,657.1 0.0 1,000.44 1,329.4 2,329.92 2 37.50 16.19 7.15 25.32 0.00 0.14 2.810.80 1.00 0.00 20.07 66.54 0.00 2,155.3 0.0 1,239.68 1,193.9 2,433.60 1 12.50 13.36 13.05 29.16 0.00 0.14 2.800.80 1.00 0.00 26.97 66.54 0.00 2,826.4 0.0 1,372.68 985.76 2,358.44 7,815.4 0.0 9,186.64 LoadCase 0.9D+ 1.6W 90 deg 85.00 mph 90 deg with No Ice (Reduced DL) Gust Response Factor: 0.85 Dead Load Factor: 0.90 Wind Importance Factor: 1.00 Wind Load Factor: 1.60 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf DI Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 5 92.50 19.57 0.30 9.66 0.00 0.19 2.610.85 1.00 0.00 5.80 35.24 0.00 671.1 0.0 403.46 776.48 1,179.93 4 80.00 18.98 1.05 6.66 0.00 0.16 2.72 0.85 1.00 0.00 4.69 26.62 0.00 505.5 0.0 329.32 560.16 889.48 3 62.50 18.02 3.98 20.24 0.00 0.15 2.780.85 1.00 0.00 14.87 66.54 0.00 1,657.1 0.0 1,014.03 1,329.4 2,343.51 2 37.50 16.19 7.15 25.32 0.00 0.14 2.810.85 1.00 0.00 20.42 66.54 0.00 2,155.3 0.0 1,261.77 1,193.9 2,455.69 1 12.50 13.36 13.05 29.16 0.00 0.14 2.800.85 1.00 0.00 27.62 66.54 0.00 2,826.4 0.0 1,405.89 985.76 2,391.65 7,815.4 0.0 9,260.28 Page 2 Site Number: PO03XC041 Copyright Semaan Engineering Solutions,Inc SENIAAN ENGINEERING SOLAMONS,LLC Location: Tigard,OR Y 7/12/2012 5:32:26 FM 1079 N 205th Street Bkhorn,NE 68022 Code: ANSIMA-222 Rev G Phone:402-289-1888 Struct Class: II Fax:402-289-1861 Exposure: C / X Topo: 1 Z/ Section Forces LoadCase 1.2D+ 1.0Di + 1.0Wi Normal 30.00 mph Normal with 1.25 in Radial Ice Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Importance Factor: 1.00 Wind Load Factor: 1.00 Ice Dead Load Factor : 1.00 Ice Importance Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice(Ib) (Ib) (Ib) (Ib) 5 92.50 2.44 0.30 32.88 23.22 0.57 1.83 1.00 1.00 2.77 24.15 42.17 83.14 6,090.0 5,195.2 91.35 141.40 232.75 4 80.00 2.36 1.05 25.74 19.08 0.52 1.88 1.00 1.00 2.73 18.94 31.17 68.29 4,780.3 4,106.3 71.48 121.08 192.56 3 62.50 2.25 3.98 68.91 48.66 0.41 2.041.00 1.00 2.66 48.26 77.64 166.55 12,668.2 10,458. 187.53 343.06 530.59 2 37.50 2.02 7.15 79.33 54.01 0.36 2.151.00 1.00 2.53 56.26 77.09 158.26 13,814.6 10,940. 207.60 320.87 528.47 1 12.50 1.66 13.05 84.83 55.68 0.32 2.251.00 1.00 2.27 64.39 75.99 141.79 14,441.8 10,673. 204.62 256.98 461.60 51,794.8 41,374.3 1,945.97 LoadCase 1.2D+ 1.0Di + 1.0Wi 60 deg 30.00 mph 60 deg with 1.25 in Radial Ice Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Importance Factor: 1.00 Wind Load Factor: 1.00 Ice Dead Load Factor : 1.00 Ice Importance Factor:1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice(Ib) (Ib) (Ib) (Ib) 5 92.50 2.44 0.30 32.88 23.22 0.57 1.83 0.80 1.00 2.77 24.09 42.17 83.14 6,090.0 5,195.2 91.13 141.40 232.53 4 80.00 2.36 1.05 25.74 19.08 0.52 1.88 0A0 1.00 2.73 18.73 31.17 68.29 4,780.3 4,106.3 70.68 121.08 191.77 3 62.50 2.25 3.98 68.91 48.66 0.41 2.04 0A0 1.00 2.66 47.46 77.64 166.55 12,668.2 10,458. 184.44 343.06 527.50 2 37.50 2.02 7.15 79.33 54.01 0.36 2.15 0.80 1.00 2.53 54.83 77.09 158.26 13,814.6 10,940. 202.32 320.87 523.19 1 12.50 1.66 13.05 84.83 55.68 0.32 2.25 0.80 1.00 2.27 61.78 75.99 141.79 14,441.8 10,673. 196.33 256.98 453.30 51,794.8 41,374.3 1,928.28 LoadCase 1.2D+ 1.0Di + 1.0Wi 90 deg 30.00 mph 90 deg with 1.25 in Radial Ice Gust Response Factor: 0.85 Dead Load Factor: 1.20 Wind Importance Factor:1.00 Wind Load Factor: 1.00 Ice Dead Load Factor : 1.00 Ice Importance Factor:1.00 Total Total Ice Ice Wind Flat Round Round Ice Eff Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf DI Dr (in) (sqft) (sqft) (sqft) (Ib) Ice(Ib) (Ib) (Ib) (Ib) 5 92.50 2.44 0.30 32.88 23.22 0.57 1.83 0.85 1.00 2.77 24.10 42.17 83.14 6,090.0 5,195.2 91.19 141.40 232.58 4 80.00 2.36 1.05 25.74 19.08 0.52 1.88 0.85 1.00 2.73 18.78 31.17 68.29 4,780.3 4,106.3 70.88 121.08 191.97 3 62.50 2.25 3.98 68.91 48.66 0.41 2.04 0A5 1.00 2.66 47.66 77.64 166.55 12,668.2 10,458. 185.21 343.06 528.27 2 37.50 2.02 7.15 79.33 54.01 0.36 2.15 0.85 1.00 2.53 55.19 77.09 158.26 13,814.6 10,940. 203.64 320.87 524.51 1 12.50 1.66 13.05 84.83 55.68 0.32 2.25 0.85 1.00 2.27 62.43 75.99 141.79 14,441.8 10,673. 198.40 256.98 455.38 51,794.8 41,374.3 1,932.71 Page 3 • Site Number: PO03XC041 Copyright Semaan Engineering Solutions,Inc SENIAANENGINEEFUNG S'LLC Location: Tigard,OR Y 7/12/2012 5:32:26 PM 1079 N 205th Street Bkhorn,NE 68022 Code: ANSIITIA-222 Rev G Phone:402-289-1888 Struct Class : II Fax:402-289-1861 Exposure: C / X Topo: 1 Section Forces LoadCase 1.0D+ 1.0W Service Normal Serviceability -60.00 Wind Normal Gust Response Factor: 0.85 Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Wind Load Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Bf Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice(lb) (Ib) (Ib) (Ib) 5 92.50 9.75 0.30 9.66 0.00 0.19 2.611.00 1.00 0.00 5.84 35.24 0.00 745.7 0.0 126.62 241.81 368.43 4 80.00 9.46 1.05 6.66 0.00 0.16 2.721.00 1.00 0.00 4.84 26.62 0.00 561.6 0.0 106.02 174.44 280.47 3 62.50 8.98 3.98 20.24 0.00 0.15 2.781.00 1.00 0.00 15.46 66.54 0.00 1,841.2 0.0 328.48 414.03 742.51 2 37.50 8.06 7.15 25.32 0.00 0.14 2.811.00 1.00 0.00 21.50 66.54 0.00 2,394.8 0.0 413.57 371.81 785.38 1 12.50 6.66 13.05 29.16 0.00 0.14 2.801.00 1.00 0.00 29.57 66.54 0.00 3,140.4 0.0 468.85 306.98 775.83 8,683.8 0.0 2,952.62 LoadCase 1.0D+ 1.0W Service 60 deg Serviceability -60.00 Wind 60 deg Gust Response Factor: 0.85 Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Wind Load Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Bf Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice (Ib) (Ib) (Ib) (Ib) 5 92.50 9.75 0.30 9.66 0.00 0.19 2.61 0.80 1.00 0.00 5.78 35.24 0.00 745.7 0.0 125.32 241.81 367.13 4 80.00 9.46 1.05 6.66 0.00 0.16 2.72 0.80 1.00 0.00 4.63 26.62 0.00 561.6 0.0 101.40 174.44 275.85 3 62.50 8.98 3.98 20.24 0.00 0.15 2.78 0.80 1.00 0.00 14.67 66.54 0.00 1,841.2 0.0 311.56 414.03 725.58 2 37.50 8.06 7.15 25.32 0.00 0.14 2.81 0.80 1.00 0.00 20.07 66.54 0.00 2,394.8 0.0 386.06 371.81 757.87 1 12.50 6.66 13.05 29.16 0.00 0.14 2.80 0.80 1.00 0.00 26.97 66.54 0.00 3,140.4 0.0 427.48 306.98 734.46 8,683.8 0.0 2,860.89 LoadCase 1.0D+ 1.0W Service 90 deg Serviceability -60.00 Wind 90 deg Gust Response Factor: 0.85 Dead Load Factor: 1.00 Wind Importance Factor:1.00 • Wind Load Factor: 1.00 Total Total Ice Ice Wind Flat Round Round Ice Bf Linear Linear Total Struct Linear Total Sect Height qz Area Area Area Sol Thick Area Area Area Weight Weight Force Force Force Seq (ft) (psf) (sqft) (sqft) (sqft) Ratio Cf Df Dr (in) (sqft) (sqft) (sqft) (Ib) Ice(Ib) (Ib) (lb) (Ib) 5 92.50 9.75 0.30 9.66 0.00 0.19 2.61 0.85 1.00 0.00 5.80 35.24 0.00 745.7 0.0 125.64 241.81 367.45 4 80.00 9.46 1.05 6.66 0.00 0.16 2.72 0.85 1.00 0.00 4.69 26.62 0.00 561.6 0.0 102.56 174.44 277.00 3 62.50 8.98 3.98 20.24 0.00 0.15 2.78 0.85 1.00 0.00 14.87 66.54 0.00 1,841.2 0.0 315.79 414.03 729.81 2 37.50 8.06 7.15 25.32 0.00 0.14 2.81 0.85 1.00 0.00 20.42 66.54 0.00 2,394.8 0.0 392.94 371.81 764.75 1 12.50 6.66 13.05 29.16 0.00 0.14 2.80 0.85 1.00 0.00 27.62 66.54 0.00 3,140.4 0.0 437.82 306.98 744.81 8,683.8 0.0 2,883.82 Page 4 i Site Number: PO03XC041 Copyright Semaan Engineering Solutions,Inc 1079 SEAMAN ENGINEERING Street LLC Location: Tigard,OR Y 7/12/2012 5:32:26 PM Elkhorn,NE 68022 Code: ANSIMA-222 Rev G Phone:402-289-1888 Struct Class: II Fax:402-289-1861 Exposure: C / X Topo: 1 Z/ Tower Loading Discrete Appurtenance Properties No Ice Ice Attach Vert Elev Weight CaAa Weight CaAa Len Width Depth Orientation Ecc (ft) Description Qty (Ib) (sf) (Ib) (sf) (ft) (in) (in) Ka Factor (ft) 100.0 800 10121 9 44.10 5.460 289.44 6.872 4.540 10.30 5.900 1.00 0.67 0.000 100.0 TMA 6 30.00 1.980 140.85 3.753 1.000 17.00 5.700 1.00 0.67 0.000 100.0 Surge Arrestor 1 11.00 4.830 224.17 5.984 3.900 10.60 5.430 1.00 1.00 -2.000 100.0 RRUs 6 50.00 2.520 202.55 3.243 2.030 10.60 9.050 1.00 1.00 -2.000 100.0 AM-X-CD-16-65-00T-RET 2 41.80 8.260 378.05 10.155 6.000 11.80 5.900 1.00 0.75 -2.000 100.0 P65-17-XLH-RR 1 59.00 11.470 501.36 14.148 8.000 12.00 6.000 1.00 0.75 -2.000 100.0 PCS frames 3 500.00 15.000 1331.43 46.040 0.000 0.000 0.000 1.00 0.75 0.000 85.00 RRH-800 MHz 3 50.00 2.430 202.57 3.094 1.620 12.90 10.70 0.80 0.92 0.000 85.00 RRH-PCS 1900 MHz 6 40.00 2.220 162.27 2.852 1.470 12.90 7.400 0.80 0.79 0.000 85.00 APXVSPPI8-C 3 50.00 8.260 397.37 10.121 6.000 11.80 7.000 0.80 0.80 0.000 85.00 PCS frames 3 500.00 15.000 1319.44 45.592 0.000 0.000 0.000 0.75 0.75 0.000 Totals 43 4570.50 16873.10 Number of Appurtenances: 11 Linear Appurtenance Properties Bev Bev Out From To Width Weight Pct Spread On Bundling Cluster Of Spacing Orientation Ka (ft) (ft) Description Qty (in) (lb/ft) In Block Faces Arrangement Dia(in) Zone (in) Factor Override 0.00 100.0 1 5/8" Coax 18 1.98 1.04 33 2 Block 0.00 N 1.00 1.00 0.00 0.00 100.0 5/16" Coax 3 0.44 0.08 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 100.0 7/8" Coax 9 1.11 0.52 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 85.00 1-1/4"Hybrid Cable 3 1.25 0.95 0 Lin App Individual 0.00 N 1.00 1.00 0.00 t • Page 5 Site Number: PO03XC041 Copyright Semaan Engineering Solutions,Inc SAN ENGINEERING SOLUTIONS,LIZ Location: Tigard,OR Y 7/12/2012 5:32:26 PM 1079 N 205th Street Elkhorn,NE 68022 Code: ANSII IA-222 Rev G Phone:402-289-1888 Struct Class: II Fax:402-289-1861 X Exposure: C • Topo: 1 Force/Stress Summary Section: 1 TYPICAL 25 FT Bot Elev(ft): 0.00 Height(ft): 25.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-4"DIA PIPE -85.41 1.2D+1.6W 6.26 100 100 100 50.8 35.0 121.75 0 0 0.00 0.00 70 Member X HORIZ SAE-3.5X3.5X0.25 -0.20 1.2D+1.6W 60 12.16 100 100 100 210.3 36.0 8.63 0 0 0.00 0.00 2 Member Z DIAG PST-2"DIA PIPE -4.57 1.2D+1.6W 90 13.38 100 100 100 204.1 35.0 5.80 0 0 0.00 0.00 78 Member X Force FY Fu phit Pn Num Num Shear Bear Use Max Tension Member (sip) Load Case (ksi) (ksi) (kip) Bolts Holes Cap(kip) (kiP) % Controls LEG PX-4"DIA PIPE 75.92 0.9D+1.6W 60 35 60 138.91 0 0 0.00 0.00 54 Member HORIZ SAE-3.5X3.5X0.25 0.18 1.2D+1.6W 36 58 54.76 0 0 0.00 0.00 0 Member DIAG PST-2"DIA PIPE 4.41 1.2D+1.6W 90 35 60 33.71 0 0 0.00 0.00 13 Member Section: 2 TYPICAL 25 FT Bot Elev(ft): 25.00 Height(ft): 25.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z 10_/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-3-1/2"DIA PIPE -68.90 1.2D+1.6W 6.26 100 100 100 57.4 35.0 97.96 0 0 0.00 0.00 70 Member X HORIZ SAE-2.5X2.5X0.1875 -0.27 1.2D+1.6W 90 9.557 100 100 100 231.7 36.0 3.80 0 0 0.00 0.00 7 Member Z DIAG PST-2"DIA PIPE -4.01 1.2D+1.6W 11.69 100 100 100 178.3 35.0 7.60 0 0 0.00 0.00 52 Member X Force FY Fu phit Pn Num Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) % Controls LEG PX-3-1/2"DIA PIPE 61.65 0.9D+1.6W 60 35 60 115.92 0 0 0.00 0.00 53 Member HORIZ SAE-2.5X2.5X0.1875 0.01 1.20+1.6W 36 58 29.22 0 0 0.00 0.00 0 Member DIAG PST-2"DIA PIPE 4.37 1.2D+1.6W 90 35 60 33.71 0 0 0.00 0.00 12 Member Section: 3 TYPICAL 25 FT Bot Elev(ft): 50.00 Height(ft): 25.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z !CUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PX-3"DIA PIPE -50.17 1.2D+1.6W 6.26 100 100 100 65.9 35.0 76.17 0 0 0.00 0.00 65 Member X HORIZ SAE-2X2X0.125 -0.25 0.9D+1.6W 90 6.953 100 100 100209.6 36.0 2.47 0 0 0.00 0.00 10 Member Z DIAG PST-1-1/2"DIA PIP -4.22 1.2D+1.6W 90 9.112 100 100 100 175.5 35.0 5.86 0 0 0.00 0.00 71 Member X t Force FY Fu phit Pn Num Num Shear Bear Use % Controls Max Tension Member (sip) Load Case (ksi) (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) LEG PX-3"DIA PIPE 45.05 0.9D+1.6W 60 35 60 95.13 0 0 0.00 0.00 47 Member HORIZ SAE-2X2X0.125 0.18 1.2D+1.6W 36 58 15.55 0 0 0.00 0.00 1 Member DIAG PST-1-1/2"DIA PIP 4.10 1.2D+1.6W 90 35 60 25.17 0 0 0.00 0.00 16 Member Page 6 L • Site Number: PO03XC041 Copyright Semaan Engineering Solutions,Inc 1079 NA2N05�n Street M SOLUTIONS,LLC Location: Tigard,OR Y 7/12/2012 5:32:26 PM Elkhorn,NE 68022 Code: ANSI/11A-222 Rev G Phone:402-289-1888 Struct Class: II X Fax:402-289-1861 Exposure: C / Topo: 1 Z/ ti Force/Stress Summary : 10.000 O Height ft Section: 4 TYPICAL 25 FT Bot Elev(ft): 75.00 Hei g phi Shear Bear Force Len Bracing% Py Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PST-2-1/2"DIA PIP -27.69 1.2D+1.6W 5.01 100 100 100 63.5 35.0 43.67 0 0 0.00 0.00 63 Member X HORIZ SAE-1.5X1.5X0.125 -0.64 1.2D+1.6W 3.958 100 100 100 160.5 36.0 3.16 0 0 0.00 0.00 20 Member Z DIAG PST-1-1/4"DIA PIP -4.58 1.2D+1.6W 90 6.544 100 100 100 145.4 35.0 7.15 0 0 0.00 0.00 64 Member X Force Fy Fu phit Pn Num Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) % Controls LEG PST-2-1/2"DIA PIP 24.37 0.9D+1.6W 60 35 60 53.68 0 0 0.00 0.00 45 Member HORIZ SAE-1.5X1.5X0.125 0.67 1.2D+1.6W 60 36 58 11.66 0 0 0.00 0.00 5 Member DIAG PST-1-1/4"DIA PIP 4.11 1.2D+1.6W 90 35 60 21.07 0 0 0.00 0.00 19 Member Section: 5 TYPICAL 25 FT Bot Elev(ft): 85.00 Height(ft): 15.000 phi Shear Bear Force Len Bracing% F'y Pn Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PST-2-1/2"DIA PIP -15.39 1.2D+1.6W 5.01 200 200 200 126.9 35.0 23.53 0 0 0.00 0.00 65 Member X HORIZ SAE-1.5X1.5X0.125 -1.37 1.2D+1.6W 90 2.396 100 100 100 97.1 36.0 7.10 0 0 0.00 0.00 19 Member Z DIAG PST-1-1/4"DIA PIP -3.82 1.2D+1.6W 90 5.926 100 100 100 131.7 35.0 8.68 0 0 0.00 0.00 44 Member X Force Fy Fu phit Pn Num Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) % Controls LEG PST-2-1/2"DIA PIP 13.99 1.2D+1.6W 60 35 60 53.68 0 0 0.00 0.00 26 Member HORIZ SAE-1.5X1.5X0.125 1.37 1.2D+1.6W 60 36 58 11.66 0 0 0.00 0.00 11 Member DIAG PST-1-1/4"DIA PIP 5.15 1.2D+1.6W 90 35 60 21.07 0 0 0.00 0.00 24 Member • Page 7 Site Num be r: PO03XC041 Copyright Semaan Engineering Solutions,Inc 1079 N N s'LLC Location: Tigard,OR Y 7/12/2012 5:32:26 PM 1079 N 205th Street Elkhorn,NE 68022 Code: ANSIMA-222 Rev G Phone:402-289-1888 Struct Class: II Fax:402-289-1861 Exposure: C / X Topo: 1 Z/ Support Forces Summary FX FY FZ Load Case Node (kip) (kip) (kip) (-)=Uplift (+)=Down 1.0D+1.0W Service 90 deg lb -2.17 -17.54 -0.54 la -1.77 26.39 1.33 1 -0.35 4.40 -0.78 1.0D+1.0W Service 60 deg lb -2.18 -20.84 -0.68 la -0.97 17.11 0.50 1 -0.55 16.98 -1.96 1.0D+1.0W Service Normal lb -0.45 -8.33 -0.32 1a 0.97 -8.29 -1.22 1 -0.52 29.88 -2.82 1.2D+1.0Di+1.0Wi 90 deg lb -0.29 11.83 0.25 la -1.85 33.89 1.25 1 -0.21 22.84 -1.50 1.2D+1.0Di+1.01Ni 60 deg lb -0.28 10.14 0.18 la -1.42 29.23 0.78 1 -0.33 29.19 -2.14 1.2D+1.0Di+1.0Wi Normal lb 0.70 16.47 0.36 la -0.39 16.49 -0.16 1 -0.31 35.60 -2.56 0.9D+1.6W 90 deg lb -7.58 -66.68 -2.08 la -5.10 74.70 3.95 1 -1.12 3.91 -1.87 0.9D+1.6W 60 deg 1 b -7.59 -77.31 -2.53 la -2.55 44.83 1.30 1 -1.75 44.41 -5.64 0.9D+1.6W Normal lb -1.99 -37.05 -1.37 la 3.67 -36.93 -4.27 1 -1.68 85.90 -8.38 1.2D+1.6W 90 deg lb -7.51 -65.43 -2.04 la -5.18 76.10 3.99 1 -1.12 5.23 -1.95 1.2D+1.6W 60 deg lb -7.52 -76.08 -2.49 la -2.62 46.20 1.35 1 -1.75 45.78 -5.72 1.2D+1.6W Normal lb -1.92 -35.77 -1.33 1a 3.60 -35.65 -4.23 1 -1.68 87.32 -8.47 Max Uplift: 77.31(kip) Moment: 910.05 (ft-kip) 1.2D+1.6W Normal Max Down: 87.32(kip) Total Down: 15.91 (kip) Max Shear: 8.63(kip) Total Shear: 14.02 (kip) Page 8 L Site Num ber• PO03XC041 Copyright Semaan Engineering Solutions,Inc SAN ENGINEERING mss'LLC Location: Tigard,OR Y 7/12/2012 5:32:26 PM 1079 N 205th Street ekhorn,NE 68022 Code: ANSI/TIA-222 Rev G Phone:402-289-1888 Struct Class: II Fax:402-289-1861x Exposure: C / Topo: 1 Z� • Page 9 Site Number: P003XC041 Copyright Semaan Engineering Solutions,Inc 1079 N 2N05�n Street Location: Tigard,OR Y 7/12/2012 5:32:26 PM Elkhorn,NE 68022 Code: ANSI/TIA-222 Rev G Phone:402-289-1888 Struct Class: II Fax:402-289-1861X X Exposure: C �/ • Topo: 1 Deflections and Rotations r Bevation Deflection Twist Sway Load Case (ft) (ft) (deg) (deg) Serviceability-60.00 Wind 60 deg 85.00 0.1187 0.0308 0.1888 100.00 0.1686 0.0589 0.2736 Serviceability-60.00 Wind 90 deg 85.00 0.1193 0.0384 0.1905 100.00 0.1696 0.0743 0.2931 Serviceability-60.00 Wind Normal 85.00 0.1188 0.0526 0.1784 100.00 0.1676 0.0842 0.1254 30.00 mph 60 deg with 1.25 in Radial Ice 85.00 0.0568 0.0047 0.1006 100.00 0.0776 0.0151 0.1022 30.00 mph 90 deg with 1.25 in Radial Ice 85.00 0.0574 0.0059 0.0993 100.00 0.0780 0.0182 0.1197 30.00 mph Normal with 1.25 in Radial Ice 85.00 0.0572 0.0136 0.0877 100.00 0.0774 0.0233 0.0767 85.00 mph 60 deg with No Ice(Reduced DL) 85.00 0.3818 0.0987 0.5989 100.00 0.5421 0.1782 0.8884 85.00 mph 60 deg with No Ice 85.00 0.3824 0.0986 0.6013 100.00 0.5431 0.1782 0.8893 85.00 mph 90 deg with No Ice(Reduced DL) 85.00 0.3836 0.1473 0.6050 100.00 0.5455 0.2661 0.9497 85.00 mph 90 deg with No Ice 85.00 0.3843 0.1472 0.6075 100.00 0.5464 0.2661 0.9519 85.00 mph Normal to Face with No Ice(Reduced DL) 85.00 0.3820 0.1937 0.5813 100.00 0.5390 0.3004 0.3990 85.00 mph Normal to Face with No Ice 85.00 0.3827 0.1937 0.5815 100.00 0.5400 0.3005 0.4009 100.00 0.0000 0.0000 0.0000 Page 10